Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2420 - 2430 CAMINO VIDA ROBLE; ; PC120074; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-23-2014 Plan Check Permit No: PC120074 Building Inspection Request Line (760) 602-2725 Job A(j(jress: Permit Type: PLANCK Status: ISSUED Parcel No: 2131101600 Lot#: 0 Applied: 11/21/2012 Valuation: $0.00 Construction Type: Entered By: SKS Reference*: Plan Approved: 08/15/2013 Issued: 08/15/2013 Project Title: PALOMAR CONG. OF JEH. WIT. Inspect Area: NEW CHURCH BLDG AND DETACHED APARTMENT. Applicant: Owner: PALACIOS, MICHAEL 13248 MANGO DR DEL MAR CA 92014 858-692-7070 Plan Check Fee $2,000.00 Additional Fees $0.00 Total Fees: $2,000.00 Total Payments To Date: $2,000.00 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE ttiat approval of your project includes the "Imposition" of fees, dedications, reservations, or ottier exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions, if you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attacl<, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. r •^QfLANNING mtt^GINEERING THE FOLLOWING APPROVALS REQUIRED PFtlOR TO PERMIT ISSUANCE: IZlHEALTH •HAZMAT/APCD CITY OF CARLSBAD/ / Building Pennit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildjng(gcar<sbadca.gov www.carlsb£idca.gov Plan Check No. ( Z 7 / Est. Value Plan Ck. Ppposlt Date I I 12^11 j-L^ |SWPPP (£7/^ JOB ADDRESS 2420 & 2430 Camino Vida Roble PHASE* # OF UNITS SUrre«/SPACE#/UMT« 213 110 16 00 TENMIT BUSMESS NAME CONSTR. TYPE V-B occ. GROUP A-3 CT/PROJfeCT# # BATHROOMS Palomar Cong, of Jeh. Wit. DESCRIPTION OF WORK: fnetids Squara Faet of «feclnfAfoHi>J 5000 sf (1 story) for church/assembly purposes with 224 seats. 877 sf detached apartment with 200 sf carport. EXISTING USE PROPOSED USE assembly GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESr> NOTTI AiR CONDITiONING YES rTiNon FiRE SPRINKLERS YES[7]NOQ APPUCANTNAME (Primary Contaot) Michael Palacios APPUCANTNAME fSacondary Contact) Gary Hulbert ADDRESS 2775 Montego Cove ADDRESS P.O. Box 130845 CITY Del Mar STATE CA ZIP 92014 CITY Carisbad STATE CA ZIP 92013 PHONE 858/692-7070 FAX PHONE 760/518-0422 FAX ElVIAIL palacios@pbworid.com EIVIAIL gary.hulbert@gmail.com PROPERTY OWNER NAME Palomar Cong, of Jehovah's Witnesses CONTRACTOR BUS. NAME ADDRESS P.O. Box 130845 ADDRESS CITY Carisbad STATE CA ZIP 92013 CITY STATE ZIP PHONE 760/518-0422 FAX PHONE FAX EMAIL gary.hulbert@gmail.com EMAIL ARCH/DESIGNER NAME S ADDRESS C1.ASS CITV BUS. UC# (Sec. 7031,5 Business and Professions Code: Any City or Cou nty whicti requires a permitto construct alter, improve, demoiish or repair any structure, priorto its issuance, also requires the applicantfor such permit to file a signed statement that he is licensed pursuantto the provisions of the Contractor's License Law {Chapter 9. commendingwlth Section 7(XX) of Division 3 ofthe Business and Professions Code) or Oiat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section T0315 by any applicantfor a permit sutijects the applicant to a civil penalty of not more than five hundred doiiars ($500)). ::MP:ttM:M R'.S.^': :C O'P;!' e,,N $^.,TI-0:N! Worinra' CompemiHon Dedaration: (tteieby aflirm under penalty of perjury one Of the follomng deciaraSons: 1 hava and will maintain a certificate of consent to setf-lnsura for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the woric for which this permit is issued. I have and will malntdn workers' compensation. as requred tv Sedion 3700 of the Laba Code, for the perfonnance of the worl< for which INs peimit is issued. My wori(ers' compensaticn insurance canier and poiicy number are: insurance Co Policy No. Expiration Date This section need not be compleled if the pemiit is fa one hundred dollars ($100) or iess, Certiflcate of Exemption: I certify that in the perfomiance of the worl< fbr which this permil is issued, I shall nd employ any person in any manner so as to become subject to Ihe Workers' Compensation Laws of Califomia WARNING: Faihire to secure workers' compensation coverage is uniawhiL and shall subject an employer to criminal penalties and dvil flnes up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attomey's fees. je$ CONTRACTOR SIGNATURE • AGENT DATE OWNER-BUILOER DECLARATION ) hereby affirm that I am exempt from Contracior's Ucense Law for the foliomng reason: I/I I, as owner of the property or my emptoyees with wages as Iheir sole compensation, will do Ihe wori< and the stmcture is nol intended or offered for sale (Sec. 7044. Business and Professions Code: The Conlractor's Ucense Law does not apply to an owner of property who builds or improves Ihereon, and who does sxh work himseif or through his own employees, provided that such improvements are not inlended or offered for sate, if, however, the building or improvement is soto witNn one year of complelion, the owner-tuiider will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to constmct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contraclor(s) licensed pursuant to the Contracior's License Law), I I i am exempt under Section Business and Professrans Code Ibr this reason: 1,1 personally plan to provide the major later and materials for constiuction of the proposed property improvement, | lYes | |No 2,1 (have / have nol) signed an appiication for a builoing permit for the proposed work, 3, i have contracted with the following peison (finn) to provide the proposed construction (include name address / phone / contractors' license numtier): 4,1 plan to provide portions of the wort<, but I have hired the foliowing person to coordinate, supervise aid provide Ihe major wori( (include name / address / phone / contractors' license numtier): 5.1 will provide some of ttie work, but I have contracted (hired) the following persons to provkle the wori< indcaled (include name / address / phone / type of work): \. 7 5.1 will provide some of ttie work, but I i PROPERTY OWNER SIGNATURE QAGENT DATE tl COMPLETE THIS SECTION FOR N O N • R E S I D E N T I A L BUiLDING PERMITS ONLY I Is the applicant or futire buiking occujanl required to submit a business plan, acutely hazardous maleriais registration form or risk managemert and prevention program under Sections 25505,25533 or 25534 ofthe I Presley-Tanner Hazardous Substance Account Act? Yes • No is Ihe applicant or future buiking occupant required to obtain a pennit from Ihe air poliution controi dBtrid or air quality management district? Yes /No is the fecility to be constmcted within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWB^S ARE YES, A FiNAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SBWICK AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affinn that there Is a constmction lenAg agency for the performance of the wotk this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address M—Ml APPLICANT CERTIFICATION I ceit% thtt i have lead the applcalk>n and state thatthe abcm Homi^kn Is ooiii^ IheiEby authorize IBpresentalive of the Cily of Csrisbadtoerteriixin the atx^ AGAINST MX UABIUTIES, JUCXai^ENTS, COSTS AND EXPENSES WHCH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUBICE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA pemiit is required fcr exceuations over S'O'deep and demdlion or constnjctim EXPIRATION: Eveiy permit iskied by the Biiilding Official underthe provisions of this Code shal eipiet^ 180 days torn the date of stjch permit cr fOw builcNM or wqk aulhorized by such pei^ ^^veTAPPUCANTS SIGNATURE /^(yU^Q^'-^^!^ DATE ll/io/i r STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildinq(5)carlsbadca.aov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Caitsbad, Califomia 92008. C0#: (Offtee Use Only) CONTACTNAME Michael PaiaciiDS OCCUPANT NAME Paiomar Cong, of Jehovah's Witnesses ADDRESS 2775 Montego Cove BUILDING AODRESS P.O. Box 130845 CITY Del Mar STATE CA ZIP 92014 CITY STATE Carlsbad CA ZIP 92013 PHONE 858/692-7070 FAX EIVIAIL palacios(gpbworld.com OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS ^ PICKUP: / CONTACT (Listed above) / OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) / MAILTO: / CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL / FAX TO OTHER: OCCUPANT (Listed above) ASSOCIATED CB#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION iQ/lt- APPUCANTS SIGNATURE DATE 2035 CORTE DEL NOGAL, SUITE 150 CARLSBAD, CA 92011 (760) 438-5777 x5967 MARCH 24.2014 PALOMAR VISTA CONGREGATION OF JEHOVAH'S WITNESSES MR. GARY HULBERT PROJECT COORDINATOR RE. NEW KINGDOM HALL 2420.2430 CAMINO VIDA I^OBLE CARLSBAD, CA 92010 DEAR GARY: THIS LETTER IS TO CONFIRM THAT IT IS ACCEPTABLE TO USE 3-2X6 STUDS, NAILED TOGETHER WITH STAGGERED, 16D & 12" OC NAILS, IN LIEU OF 6X6 POSTS AS SUPPORTS UNDER THE GIRDER TRUSSES AT THE EXTERIOR WALL LINES. EsGil Corporation In Partnersfiip witA government for (BuiCding Safety DATE: 3/11/2013 • APPLICANT a^juRis. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLANCHECKNO.: pcl2-74 SET: III PROJECT ADDRESS: 2420, 2430 Camino Vida Roble PROJECT NAME: Carlsbad Kingdom Hall and Caretaker Apartment XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation • GA • EJ • PC 3/1 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnerstiip with government for (BuiCding Safety DATE: 2/13/2013 •..AP-PLlCuANT d JURIS. JURISDICTION: City of Carlsbad a^ prAN'REVlEVVER • FILE PLANCHECKNO.: pcl2-74 SET: II PROJECT ADDRESS: 2420, 2430 Camino Vida Roble PROJECT NAME: Carlsbad Kingdom Hall and Caretaker Apartment I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. AI The applicant's copy of the check list has been sent to: Michael Palacios 2775 Montego Cove Del ar, Ca 92014 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. 1X1 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Michael Palacios Telephone #: 858-692-7070 Date contacted: '3/(3 (by: ^^^) Email: palacios@pbworld.com Fax #: ^ t Mail Telephone Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation IE! GA 13 EJ • PC 2/5 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City ofCarlsbad pcl2-74 2/13/2013 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 23. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). Page 19 ofthe soil report shows the grading and foundation plan shall be reviewed by the soil engineer. The letter provided (dated July 5, 2012) shows only the grading plan has been reviewed. Provide additional letter from the soil engineer to show the foundation plan is O.K. . ADDITIONAL 30. Please refer to the following correction for mechanical, plumbing, electrical and energy items. 31. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 32. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No City ofCarlsbad pcl2-74 2/13/2013 33. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thankyou. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: PC12-74 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 5. On sheet P0.1, please correct the water closet #WC-3 that is shown to be a 1.6 gallons per flush. As per the California Green Building Code, new or relocated water closets, shall use no more than 1.28 gallon per flush, and shall meet performance standards established by the American National Standards Institute Standard Al 12.19.2, H & S Code, Section 17921.3(b). Please correct. 6. Correct the water line plans and sizing calculations for the two water systems shown on sheet P0.1 as per the following: D) The flush valve fixture units as per CPC, Chart A3 for 17 GPM is only about 5 flush valve fixture units. Not the 3 flush valve fixture units used. Note: the V*, inch water line to serve both a flush valve urinal & a hose bib is too small. The inch water line is too small to serve just a flush valve urinal. Also, Correct the hot water fixture units for the 1 inch water line in the Kingdon Hall to be 11 fixture units. Not the 21 fixture units shown. Please correct. Correct the fixture units used for the water line sizing calculations for the Kingdom Hall as per CPC, Tablo A 2. Using tho Assembly column of CPC, Table A 2, I calculate the total water demand at the Kingdom Hall to be 65 flush valve fixture units (56 GPM). Not ^7.5 fixture units (51.5 GPM) used. (Each flush valve water closet is 8 fixture units each, each flush valve urinal is 5 fixture units each, and oach drinking fountain is 0.75 fixture units oach.) F) A complete water line review of each water system to be done when the plans and calculations are corrected and completed. City ofCarlsbad pcl2-74 2/13/2013 10. On sheet P3.1 the gas piping sediment traps (Dirt Legs) are incorrect. The gas line from the equipment gas shut-off valve to the gas piping sediment trap must be vertical down into the gas piping sediment trap. Not horizontal as shown. See the attached details. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) The mechanical plans substantially comply with the jurisdiction's Mechanical Codes. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Review the single line diagram and site plan electrical for the caretaker's cottage "B". Feeder sizing is not consistent. Still not consistent between the site plan and the single line diagram. Please review and correct. 2. Include the grounding/bonding electrode design for panelboard "B" on the single line diagram. The sheet, E5.1, looks to be a preliminary change effort that was never finalized. Lots of XXXX where information should be. 3. Update the arc-fault description on sheet E5.1 to include all areas as described in CEC 210.12(B). Same Note, needs revising. 4. At least (2) 20 ampere circuits are required to provide power to the kitchen countertop receptacles. Please review. Floorplan still wrong. 5. On the mechanical plans there's return grilles located in the ceiling but no ducting. If the ceiling area is a return air plenum address the following: Still not clear on the mechanical plans. Is there a return air duct system or is the above ceiling area used as the return air? If it is used as a return air, combustible construction (wood) may not be located in the same space. • On the electrical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: City ofCarlsbad pc 12-74 2/13/2013 • Add the following three specifications to the electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c) 1" and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". CMC 602.2. (Include this statement on the systems sheets as well. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT City ofCarlsbad pcl2-74 2/13/2013 Gas sypply bitei To equipment Wet -[ -Ti© fitting Mppfe Cap—HI J T 3 in. (80 mm) minimum ± FIGURE 12-1 METHOD OF INSTALLING A TEE FITTING SED MENT TRAP. iii EsGil Corporation In Partnersliip with government for (BuiCding Safety DATE: 12/7/2012 •^AEELiCANT JURIS. ' JURISDICTION: City of Carlsbad •"FEANREVIEWER • FILE PLANCHECKNO.: pcl2-74 SET: I PROJECT ADDRESS: 2420, 2430 Camino Vida Roble PROJECT NAME: Carlsbad Kingdom Hall and Caretaker Apartment I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X The applicant's copy of the check list has been sent to: Michael Palacios 2775 Montego Cove Del ar, Ca 92014 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Michael Palacios Telephone #: 858-692-7070 Date contacted: {bY.[</u ) Email: palacios@pbworld.com Fax #: frMail.^ Telephone-' Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation 13 GA lEl EJ • PC 11/27 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City ofCarlsbad pcl2-74 12/7/2012 PLAN REVIEW CORRECTION LIST COMMERCIAL PLANCHECKNO.: pcl2-74 JURISDICTION: City ofCarlsbad OCCUPANCY: A-3/R-3 USE: church/dwelling, carport TYPE OF CONSTRUCTION: VB ACTUAL AREA: 5000 sf/877, 144 sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/27 DATE INITIAL PLAN REVIEW COMPLETED; 12/7/2012 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. City ofCarlsbad pcl2-74 12/7/2012 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 IRC, 2009 UMC, 2009 UPC and the 2008 NEC. 2. Sheet A4.2 shows type of construction V one hour? Please revise it. . SITE PLAN 3. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." . FIRE PROTECTION 4. An automatic residential fire sprinkler system shall be installed in one- and two-family dwellings (not required for additions if the existing dwelling doesn't already have a sprinkler system). Please clearly note this on the plans. Section R313.2. 5. In dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), show the locations of permanently wired carbon monoxide alarms with battery backup, per Section R315 a) Outside each separate sleeping area in the immediate vicinity of the bedrooms. 6. Show locations of permanently wired smoke alarms with battery backup, per Section R314 City ofCarlsbad pcl2-74 12/7/2012 a) Outside each separate sleeping area in the immediate vicinity of the bed rooms, (caretakenjnjt) • ROOFS 7. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% (but not more than 80%) of the required vent is at least 3 feet above eave vents or cornice vents). Show on the plans the area reauired and area provided. Section R806.2(caretaker unit) • ACCESSIBILITY 8. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for commercial construction must be included on your plans. The Green Building Standards apply only to newly constructed buildings throughout California. CGC 101.3 9. Note on the site plan that for projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection bythe building department. CGC 5.106.1. 10. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. 11. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by City Planning Department. 12. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 13. Submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.2. City ofCarlsbad pc 12-74 12/7/2012 14. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.3 15. Note on the plans that 100% of trees, stumps, rocks, vegetation and associated soils primarily from the construction will be reused or recycled. CGC 5.408.4 16. Note on the plans that a building " Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 17. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 18. Note on the plans that VOCs must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 19. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1 20. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. • FOUNDATION 21. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. 22. In Seismic Design Categories C, D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.11. 23. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). 24. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: City ofCarlsbad pel 2-74 12/7/2012 a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." • STRUCTURAL 25. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). 26. Provide the following note on the plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1709. • ADDITIONAL 27. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52(A) (caretaker unit) 28. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406(caretaker unit) a) Tamper resistant receptacles for all locations described in 210.52 (i.e., all receptacles in a dwelling). b) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(B): Family, living, bedrooms, dining, halls, etc. 29. Per CEC Article 210.11(C)3, note on the plans that bathroom circuiting shall be either, (caretaker unit) a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. 30. Please refer to the following correction for mechanical, plumbing, electrical and energy items. 31. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 32. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No City ofCarlsbad pc 12-74 12/7/2012 33. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: PC12-74 SET: I PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 2. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes ofthe building sewer, storm drainage system, site gas lines, and site water lines. 3. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility ofthe City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 4. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 5. As per the California Green Building Code, new or relocated urinals and associated flushometer valves, if any, shall use no more than 0.5 gallon per flush, and shall meet performance standards established by the American National Standards Institute Standard Al 12.19.2. H & S Code, Section 17921.3(b). Please correct. 6. Correct the water line plans and sizing calculations for the two water systems shown on sheet P0.1 as per the following: City ofCarlsbad pel 2-74 12/7/2012 a) Clearly show the location and sizes of each of the public water meters on the plumbing site plan (sheet P1.1). b) Clearly show the sizes, routs, and type of piping materials for the private water lines from the public water meters to each of the buildings. The developed pipe lengths and the water line sizing will be reviewed when provided. c) Correct the required minimum required water pressure for the water fixtures (Residual Pressure) used in the water line sizing calculations. i) For the Kingdom Hall the proposed water closets require 35 psi minimum. Not the 5 psi used. Please correct. ii) For the Caretaker Building please provide cut-sheets for the pressure balancing shower valve, tank type toilet, and tankless gas water heater, showing the required water pressure for each. Most pressure balancing shower valves require 20 psi, and per the CPC, Appendix A the minimum water pressure that can be used for tank type water line sizing is 8 psi even if all fixtures require less water pressure. Please correct. d) Correct the fixture units used for the water line sizing calculations for the Kingdom Hall as per CPC, Table A-2. Using the Assembly column of CPC, Table A-2, I calculate the total water demand at the Kingdom Hall to be 65 flush valve fixture units (56 GPM). Not 47.5 fixture units (51.5 GPM) used. (Each flush valve water closet is 8 fixture units each, each flush valve urinal is 5 fixture units each, and each drinking fountain is 0.75 fixture units each.) e) Correct the fixture units used for the water line sizing calculations for the Caretaker Building as per CPC, Table A-2. The lavatory was omitted from the water demand and the tank type gravity water closet is only 2.5 fixture units. So the corrected fixture units is 18 tank type fixture units (14 GPM), not 18.5 fixture units (and not 13 GPM). f) A complete water line review of each water system to be done when the plans and calculations are corrected and completed. 7. The gas line plan on sheet PI .1 does not match the rest of the gas line drawings and calculations. Sheet P1.1 show 2 inch MPG (medium pressure gas) to the Caretaker Building, and the rest ofthe gas line plans and sizing calculations shows all low pressure gas system. 8. Please provide the sizing calculations for the proposed 2 inch Polyethylene plastic underground gas line from the gas meter to the Caretaker Building. Please use the CPC, Equation 12-1 for sizing this gas line. CPC, Equation 12-1: D= Q°='^V{19.17[AH/(Cr x L)f^°^} Note: for 2 inch Polyethylene plastic underground gas line 'D' is 1.943 inches, 'AH' is 0.5 inches water column, and 'L' is 390 feet. (Solve for Q and 'Q' must be more than 780 CFH.) Or (Solve for 'D' using 'Q' to be 780 CFH and 'D' must be less than 1.943 inches to use 2 inch Polyethylene gas line.) (The CPC, Table City ofCarlsbad pc 12-74 12/7/2012 12-25 can not be used. The CPC, Table 12-25 is only for maximum length of 500 feet and only 411 CFH is allowed for 2 inch at 500 foot developed pipe length.) 9. The 2V2 inch gas main from the gas meter and the gas pressure regulator is undersized for the 780 CFH gas demand and the 390 foot developed pipe length, using CPC, Table 12-8. Please correct. 10. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 11. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413. Energy Standards 113(C)3. 12. Provide the following information concerning the water heater: a) Detail the access to the water heater in the attic of the "Kingdom Hall". Detail the requirements found in UPC 508.4 & 509.4 for attic installation of water heaters: access opening sizing, passageway description (available height, maximum length and minimum width, walkway material type, platform sizing, the light and receptacle placement, and the overflow protection. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 13. Detail the required access to the Appliances as per CMC Section 304.0: "Appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction." Clearly show the sizes and the units. And show route to the exterior. Please show attic access locations and attic access sizes. 14. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. CMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. CMC Section 203.0 15. Provide the exhaust and make-up air design for the occupancy type listed in Table 4-4. CMC 403.7 16. Coordinate the mechanical schedules to show the required outside air amounts to agree with the Title 24, MECH-3C form outside air design. The outside air amounts is not shown in the mechanical schedules. UMC 403.0 & Title 24 121(b)2&(d). 17. Residential ventilation requirements: City ofCarlsbad pcl2-74 12/7/2012 a) Kitchens require exhaust fans (either intermittent/100 cfm or continuous/5 air changes/hour), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. b) Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". c) Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. • Att fans installed to meet the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (forthe continuous use calculation) or 3 "Sone" (for the intermittent use calculation) Note: Ifyou have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 2. Review the single line diagram and site plan electrical for the caretaker's cottage "B". Feeder sizing is not consistent. 3. Include the grounding/bonding electrode design for panelboard "B" on the single line diagram. 4. Update the arc-fault description on sheet E5.1 to include all areas as described in CEC 210.12(B). 5. At least (2) 20 ampere circuits are required to provide power to the kitchen countertop receptacles. Please review. 6. On the mechanical plans there's return grilles located in the ceiling but no ducting. If the ceiling area is a return air plenum address the following: • On the electrical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: • Add the following three specifications to the electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c) 1" and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". CMC 602.2. (Include this statement on the systems sheets as well. City ofCarlsbad pcl2-74 12/7/2012 ENERGY (CALIFORNIA BUILDING ENERGY STANDARDS) 7. Include the complete energy packet with the next submittal. 8. The envelope design will be reviewed after the packet has been received. 9. Include the ENV-1 sheets on the plan set itself. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 SITE PLAN REQUIREMENTS 1. Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stainways and handrails, etc. 2. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and 1127B.3. 3. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 1133B.8.5. 4. Show that stainways occurring outside a building comply with Section 1133B.4.4 as follows: a) The upper approach and all treads shall be marked with a strip of contrasting color as follows: i) >2" in width. ii) Placed parallel to and ^1" from the nose of the step or landing. iii) The strip is required to be as slip resistant as the treads of the stairs. b) Treads shall be: City ofCarlsbad pc 12-74 12/7/2012 i) Smooth, rounded or chamfered exposed edges. ii) Have no abrupt edges at the nosing projecting >1 V7 past the face of the riser above. iii) Open risers are not permitted. WALKS AND SIDEWALKS 5. If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 1133B.5.1. 6. Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 1133B.7. 7. The maximum permitted cross slope shall be V7 per ft., per Section 1133B.7.1.3. 8. Show or note that any abrupt level changes will be along any accessible route of travel. When changes do occur, they shall be beveled with a slope of ^1:2. Level changes of ^Vi" may be vertical. NOTE: If level changes >Vi\ they must comply with the requirements of curb ramps. 9. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 1133B.7.5. Show that the walk extends >24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. 10. Show or note that >80" headroom is to be provided from all walkway surfaces to obstructions, per Section 1133B.8.2. 11. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 1133B.8.5. 12. Plans indicate that more than one route of travel is to be provided. Revise plans to show that all routes are to be made accessible, per Section 1127B.1. • PEDESTRIAN RAMPS 13. Show that any path of travel with a slope >1:20 (5%) complies with pedestrian ramp requirements, per Section 1133B.5. 14. Show or note that ramp surfaces will be slip resistant. 15. Revise plans to show required landings at the top and bottom of ramps, per Section 1133B.5.4. (The landing for the ramp to the platform appears to not complv with this requirement.) a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". City ofCarlsbad pcl2-74 12/7/2012 16. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. (The ramp has opening to storage 1. How the handrail will be continuous?) b) Are to be located >34" but ^38" above the ramp surface. c) Extend >12" beyond both the top and bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp runs. d) Ends are to be returned. DOORS 17. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B.2.5.2: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered >30" but <44" above floor. 18. Show or note that the maximum effort to operate doors shall not exceed 8-72 pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1133B.2.5. 19. Show or note that the lower 10" of all doors comply with Section 1133B.2.6, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. RESTROOM FIXTURES AND ACCESSORIES 20. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 1115B.4.1: a) The seat is to be >17" but <19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be ^44" above the floor. 21. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: City ofCarlsbad pc 12-74 12/7/2012 a) The rim of at least one urinal shall: i) Project at least 14" from the wall. b) The control mechanism is to be located M4" above the floor. c) >30" X 48" clear floor space is provided in front of the accessible urinal. Section 1115B.4.2. 22. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) >30" X 48" clear space is provided in front for fonward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) >29" high, reducing to 27" at a point located 8" back from the front edge. d) >9" high x 30" wide and 17" deep at the bottom. e) Hot water pipes and drain lines are insulated. 23. Per Section 1115B.8, show on the plans <40" height for: a) The operable parts of at least one: i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. DRINKING FOUNTAINS • The following provisions apply if drinking fountains are indicated on the plans 24. Plans shall indicate that drinking fountains comply with Section 1117B.1.2 as either: a) Located completely in an alcove, >32" in width and >18" in depth. b) Positioned completely between wing walls. c) Positioned to not encroach into accessible pedestrian ways. 25. The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unobstructed knee space under the drinking fountain not less than 27 inches in height and 8 inches in depth, the depth measurements being taken from the front edge of the fountain. Additionally, there shall be toe clearance of 9 inches in height above the floor and 17 inches in height above the floor and 17 inches in depth from the front edge of the fountain. A side approach drinking fountain is not acceptable. Section 1117B. City ofCarlsbad pcl2-74 12/7/2012 26. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 1117B. 27. Note on the plans that the drinking fountain(s) will comply with all applicable Title 24 provisions (bubbler height, etc.). . COUNTERS AND TABLES 28. Where fixed or built-in counters or tables are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1.(if applicable) 29. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. 30. Where counters are used for distribution of goods/services, or have cash resisters, at least one of each type shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 1122B.5. Note: The use of a folding shelf or auxiliary counter is only allowed in existing buildings and only if first approved by the building official. GROUP A OCCUPANCIES 31. Revise plans to clearly show that accessible seating is provided and noted as follows, per Section 1104B.3.1: a) Show a minimum of accessible seats as follows; i) >151 but <300 total seats = 5. b) Readily removable seats may be installed in wheelchair spaces when not required to accommodate wheelchair users. c) Show >1 % (with minimum of 2 seats) for semiambulant persons with >24" clear space in front of the seats. d) Floor surface is required to be slip resistant. END OF DOCUMENT City ofCarlsbad pcl2-74 12/7/2012 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLANCHECKNO.: pcl2-74 PREPARED BY: David Yao DATE: 12/7/2012 BUILDING ADDRESS: 2420, 2430 Camino Vida Roble BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB CHURCH BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) church 5000 85.02 425,100 Air Conditioning 5000 5.03 25,150 Fire Sprinklers 5000 3.11 15,550 TOTAL VALUE 465,800 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance 3 Plan Check Fee by Ordinance •] Type of Review: El Complete Review riRepetitive Fee Repeats • Other |—I Hourly EsGil Fee • Structural Only Hr. @ * $2,130.34 $1,384.72 $1,192.99 Comments: Sheet 1 of 2 macvalue.doc + City ofCarlsbad pcl2-74 12/7/2012 ^DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLANCHECKNO.: pcl2-74 PREPARED BY: David Yao DATE: 12/7/2012 BUILDING ADDRESS: 2420, 2430 Camino Vida Roble BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB DWELLING BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) dwelling 877 110.17 96,619 Air Conditioning 877 4.19 3,675 Fire Sprinklers 877 3.10 2,719 TOTAL VALUE 103,012 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance •j Plan Check Fee by Ordinance Type of Review: • Complete Review $711.30 $462.35 • Structural Only r~1 Repetitive Fee ^ Repeats • Other j—] Hourly EsGil Fee Hr. @ * $398.33 Comments: Sheet 2 of 2 macvalue.doc + CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov ir\. rp lo^imt i DATE: 03/14/13 PROJECT NAME: CARLSBAD KINGDOM HALL PROJECT ID: CB 12-2513 PLANCHECKNO: 3 SET#: 3 ADDRESS: 2420 CAMINO VIDA ROBLE APN: 213-110-16 VALUATION: $465,800 This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: A Final Inspection by the Division is required Yes / No \7 This plan check review is NOT COMPLETE. Items missing or Incorrect are listed on ^ the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: PALACIOS@PBWORLD.COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checl^list please contact the foliowing reviewer as mari<ed: PLANNING 760-602-4610 ENGINEERING 760-602-2760 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Ch ris.Sexton@ca risbadca .go v / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Set It STOP! Please Any outstanding is.sues will he marked with X • Make the necessary corrections for compliance with appUcable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to pennit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show; / / / / / 7 North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets / Driveway widths / ! Existing or proposed sewer lateral / i Existing or proposed water service / : Submit on signed approved plans: DWG No. DWG475-9A Show on site plan: / Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service{s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/iVlap No.; PAR 1/2 Subdivision/Tract; MS 05-05 Reference No(s); MAP 20174 E-36 Page 2 of 6 REV 6/01/12 Set# 3 2. DISCRETIONARY APPROVAL COMPLIANCE CUP 10-10 X Project does not comply with the following engineering conditions of approval for project no. Need to complete all conditions of approval, CUP 10-10, SUP 10-03. N/A 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS / All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuantto Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Curb, gutter, sidewalk, street lights, underground utilities, sewer, water Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ <1^1.no so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: E-36 Page 3 of 6 REV 6/01/12 Set# 3 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. X Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" • Grading Permit required. NOTE; The qradinq permit must be issued and rouqh qradinq approval obtained prior to issuance of a buildinq permit. Graded Pad Certification required. (Note; Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector CONSABALOS . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS NOTE ONLY: ANY WORKIN CITY ROW REQUIRES A ROW PERMIT 7 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. / Right-of-way permit required for: CURB, GUTTER, SIDEWALK, UTILITIES AND/OR DRIVEWAY CUT. E-36 Page 4 of 6 REV 6/01/12 Set# 3 SWPPP/SWMP ON FILE CUP 10-10 7. STORM WATER Construction Compliance / ProjectThreat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. / Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 12-400 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance / Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://vwvw.carlsbadca.qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Set# 3 9. WATER METER REVIEW Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE; the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be FYI FYI 8. FEES / Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility 7 Fire sprinklers required / yes Upgrade yes No fees required yes yes I yes yes no no no no no (is addition over 150' from center line) no 10. Additional Comments Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Applicatlon/lnfo. Reference Documents • REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: K LAWRENCE Date: 03/14/13 GEO DATA: LFMZ: / B&T: Address: 2420 CAMINO VIDA ROBLE BIdg. Permit*: CB 12-2513 Fees Update by: KML Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: CHURCH Sq.Ft./Units 224 SEATS EDU's: 2.66 Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: Ust types and square footages for all uses. Types of Use: CHURCH Sq.Ft./Units 5000 SF ADT's: 75 Types of Use: Sq.Ft./Units ADTs: Types of Use: Sq.Ft./Units ADTs: Types of Use: Sq.Ft./Units ADTs: FEES REQUIRED; Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NW QUADRANT ; NE QUADRANT SE QUADARANT i SW QUADRANT ADT'S/UNITS: X FEE/ADT: =$ N/A 2.TRAFFIC IMPACT FEE; ADT'S/UNITS: 75 X FEE/ADT: 95 =$ 7125 3. BRIDGE & THOROUGHFARE FEE: /DIST #1 }IST.#2 DIST .#3 ADT'S/UNITS: < FEE/ADT: =$ N/A 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: =$ N/A 5. SEWER FEE EDU's 2.66 X FEE/EDU: 842 =$ 2239.72 BENEFIT AREA: G EDU's 2.66 X FEE/EDU: 632 =$ 1681.12 6. DRAINAGE FEES: PLDA: HIGH MED UM ;LOW ACRES: X FEE/AC: =$ PD@FMAP 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 D1.5 15088 646 13476 $29,21^ ^'ij^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PC 12-007 V PROJECTID: CB 12-2514 DATE: 03/14/13 PROJECT NAIVIE: CARLSBAD KINGDOM HALL PLANCHECKNO: 3 SET#: 3 ADDRESS: 2430 CAMINO VIDA ROBLE VALUATION: $101,263 APN: 213-110-16 is plan check review is complete and has been APPROVED by the ENGINEERING Division. A Final Inspection by the By: G/////}, Division is required Yes / No \/ This plan check review is NOTCOMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: PALACIOS@PBWORLD.COM Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Ohris.Sexton@carlsbadca.gov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov Greg Ryan 760-602-4663 Gregon/.Rvan@carlsbadca.fiov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.fiov Dominic Fieri 760-602-4664 Dominlc.Fleri@carlsbadca.fiov Remarks: Set# 3 STOP.' Please Any outstanding issues will be marked with X • Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show; / / / / / / North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets / I Driveway widths / ; Existing or proposed sewer lateral / Existing or proposed water service / : Submit on signed approved plans: DWG No. 475-9A Show on site plan: / j Drainage patterns : Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. jADD THE FOLLOWING NOTE; "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". 1 Existing & proposed slopes and topography ) Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / : Site address / Assessor's parcel number / j Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include; total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.; PAR 2 Subdivision/Tract; MS 05-05 Reference No(s); MAP 20174 E-36 Page 2 of 6 REV 6/01/12 Set# 3 2. DISCRETIONARY APPROVAL COMPLIANCE CUP 10-10 / J Project does not comply with the following engineering conditions of approval for project no.: Need to complete all conditions of approval, CUP 10-10, SUP 10-03. N/A 3. DEDICATION REQUIREMENTS j Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows; 4. IMPROVEMENT REQUIREMENTS / 1 All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100.000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows; Curb, gutter, sidewalk, street lights, underground utilities, sewer, water Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ ^141 00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows; E-36 Page 3 of 6 REV 6/01/12 Set# 3 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading Is proposed write: "NO GRADING" / Grading/Permit required. NOTE; The qradinq permit must be issued and rouqh grading I obtained prior to issuance of a building permit. Graded Pad Certification required. (Note; Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector CONSABALOS . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marl<ed-up submittal checl<list for project- specific requirements. 6. MISCELLANEOUS PERMITS NOTE ONLY: ANY WORK IN CITY ROW REQUIRES A ROW PERMIT RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. / Right-of-way permit required for; CURB, GUTTER, SIDEWALK, UTILITIES AND/OR DRIVEWAY CUT. E-36 Page 4 of 6 REV 6/01/12 Set# 3 SWPPP/SWMP ON FILE CUP 10-10 7. STORM WATER Construction Compliance / Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. / Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 12-400 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance / Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. httD;//wvw.carlsbadca.qov/business/buildinq/Documents/EnaStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways; 1 Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden j Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales r Downspouts disconnect and discharge over landscape I Other; E-36 Page 5 of 6 REV 6/01/12 Set# 3 9. WATER METER REVIEW Domestic (potable) Use What size meter is required? FY! Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE; the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. FYI For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 8. FEES / Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility / Fire sprinklers required / yes Upgrade yes No fees required yes yes yes i yes mo no no no no (is addition over 150' from center line) no 10. Additional Comments Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Appllcatlon/lnfo. Reference Documents EI REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: K LAWRENCE Date: 12/31/12 GEO DATA: LFMZ: i/B&T: Address: 2430 CAMINO VIDA ROBLE BIdg. Permit #: CB 12-2514 Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: APT Sq.Fl/Units 1 EDU's : 1EDU Types of Use: (CAREGIVERS Sq.Ft/Units EDU's Types of Use: APT) Sq.Ft/Units EDU's Types of Use: Sq.Ft./Units EDU's ADT CALCULATIONS: List types and square footages for all uses. Types of Use: APT Sq.Ft./Units 1 ADTs (6) $1434 Types of Use: Sq.Ft/Units ADTs Types of Use: Sq.Ft/Units ADTs Types of Use: Sq.Ft./Units ADT's FEES REQUIRED: Within CFD:; YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE:; iNW QUADRANT [ INE QUADRANT ; SE QUADRANT i JW QUADRANT ADT'S/UNITS: X FEE/ADT: =$ N/A 2.TRAFFIC IMPACT FEE; ADTS/UNITS: 1 X FEE/ADT: 1434 =$ 1434 3. BRIDGE & THOROUGHFARE FEE: i/:DIST#1 I DIST.#2 : DIST.#3 ADT'S/UNITS: X FEE/ADT: =$ N/A 4. FACILITIES MANAGEMENT FEE ZONE: 10 ADTS/UNITS: X FEE/SQ.FT./UNIT: =$ N/A 5. SEWER FEE EDU's 1 X FEE/EDU: 842 =$ 842 BENEFIT AREA: G EDU's 1 X FEE/EDU: 632 =$ 632 6. DRAINAGE FEES: PLDA; HIGH MED UM LOW ACRES: X FEE/AC: =$ PD@FM 7. POTABLE WATER FEES: FS 1 (5/8) UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 FS1 3549 414 4492 8455 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: Constantine Abalos PROJECT ID CUP 10-10 Carlsbad Kingdom Hall DATE: 6-6-2013 GRADING PERMIT NO. GRI20025 LOTS REQUESTED FOR RELEASE: N/A = NOT APPLICABLE V = COMPLETE Church BIdg pad and Caretaker residence pad 1st 2nd. V >/ V N/A 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bidg. 5. X 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth (.10) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building pemiit process. • * I ^ Partial release of the site is approved with the following conditions: Greg Ryan of fire department has approved for the purpose of building permit issuance under the condition that onlv foundation pads are placed. Also, lumber construction shall not start until wet utilities are active and the fire access way is in place. "Cai^ A.xtTv-««5t C—-ecnsi nager Date CADocuments and Settlngs\Cabal^Desktop\PartRel Forms^CUP 10-10 Cartsbad Kingdom Haiti (both bldgs) Partial Site Rel doc CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 FaradayAvenue Carlsbad CA 92008 www/.carlsbadca.gov DATE: 02/05/13 PROJECT NAME: CARLSBAD KINGDOM HALL PLANCHECKNO: 2 SET#: 2 ADDRESS: 2420 CAIVIINO VIDA ROBLE VALUATION; $465,800 PROJECTID: CB 12 2513 APN: 213-110-16 This plan check review is complete and has been APPROVED by the ENGINEERING Division. A Final Inspection by the Division is required Yes / No X This plan check review is NOTCOMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: PALACIOS@PBWORLD.COIVI You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.gov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov Linda Ontiveros 760-602-2773 Llnda.Ontlveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthla.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: i STOP! Please Read SLIP SHEET IN PUVNCK SIGNED APPROVED GFtADING PLANS WHEN APPROVED DWG 475-9A Any outstanding issues will be marked with X • Make the nece.ssary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: ; North arrow Existing & proposed structures • Existing street Improvements } Property lines (show all dimensions) 1 Easements 1 Right-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Show on site plan: DRAINAGE WILL BE SHOWN ON APPROVED GRADING PLANS I Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. (ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". ! Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / I Site address / i Assessor's parcel number / j Legal description/lot number ' For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. i Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/IVlap No: PAR 1/2 Subdivision/Tract: MS 05-05 Reference No(s): MAP 20174 E-36 Page 2 of 6 REV 6/01/12 Set# 2 2. DISCRETIONARY APPROVAL COMPLIANCE CUP 10-10 X J Project does not comply with the following engineering conditions of approval for project no. Need to complete all conditions of approval, CUP 10-10, SUP 10-03. N/A 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS / All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. i Public improvements required as follows: Curb, gutter, sidewalk, street lights, underground utilities, sewer, water Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee nf $ nn so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: E-36 Page 3 of 6 REV 6/01/12 Set# 2 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, filt, import, export and remedial). This information must be included on the plans. If no grading Is proposed write: "NO GRADING" / Grading Permit required. NOTE: The qradinq permit must be issued and rough qradinq apprdval obtained priorto issuance of a buildinq permit. traded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector CONSABALOS . The inspector will then provide the engineering counter with a release forthe building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS NOTE ONLY: ANY WORK IN CITY ROW REQUIRES A ROW PERMIT / RIGHT-OF-WAY PERIVIIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. / Right-of-way permit required for: CURB, GUTTER, SIDEWALK, UTILITIES AND/OR DRIVEWAY CUT. E-36 Page 4 of 6 REV 6/01/12 Set# 2 SWPPP/5V ON I Ciiff 10-10 7. STORM WATER Construction Compliance / Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. / Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 12-400 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance / Storm Water Standards Questionnaire complete. ; Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://wvw.carlsbadca.qov/business/bulldinq/Documents/EnaStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: I Rainwater harvesting (rain barrels or cistern) ! j Vegetated Roof i Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line , Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Set# 2 9. WATER METER REVIEW Domestic (potable) Use What size meter is required? FY! FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 8. FEES / Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility / J Fire sprinklers required r/ jyes Upgrade " ] yes No fees required yes no s yes :no i yes no j yes I ! no no (is addition over 150' from center line) no 10. Additional Comments Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Applicatlon/lnfo. Reference Documents • REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: K LAWRENCE Date: 02/05/13 GEO DATA: LFMZ: / B&T: Address: 2420 CAMINO VIDA ROBLE BIdg. Permit #: CB 12-2513 Fees Update by: KML Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: CHURCH Sq.Ft./Units 224 SEATS EDU's 2.66 Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's ADT CALCULATIONS: List types and square footages for all uses. Types of Use: CHURCH Sq.Ft./Units 5000 SF ADT's 75 Types of Use: Sq.Fl/Units ADTs Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.Ft./Unlts ADTs FEES REQUIRED: Within CFD:; YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: :NW QUADRANT \NE QUADRANT : ;SE QUADARANT / ! SW QUADRANT ADT'S/UNITS: X FEE/ADT: =$ N/A 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: 75 X FEE/ADT: 95 =$ 7125 3. BRIDGE & THOROUGHFARE FEE: /DIST.#1 [l; DIST.#2 r jDIST.#3 ADTS/UNITS: < FEE/ADT: =$ N/A 4. FACILITIES MANAGEMENT FEE ZONE: ADTS/UNITS: X FEE/SQ.FT./UNIT: =$ N/A 5. SEWER FEE EDU's 2.66 X FEE/EDU: 842 =$ 2239.72 BENEFIT AREA: G EDU's 2.66 X FEE/EDU: 632 =$ 1681.12 6. DRAINAGE FEES PLDA: I HIGH MED UM LOW ACRES: X FEE/AC: =$ PD(SFMAP 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 D1.5 15088 646 13476 $29,21^ CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: Constantine Abalos PROJECT ID CUP 10-10 Carlsbad Kingdom Hall DATE: 6-6-2013 GRADING PERMIT NO. GRI20025 LOTS REQUESTED FOR RELEASE: N/A = NOT APPLICABLE V = COMPLETE Church BIdg pad and Caretaker residence pad 1st 2nd. V V V V >/ V N/A 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bidg. 5. 8!4" X 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) Is graded to within a tenth (.10) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site Is required, Partial release of grading for the above stated lots is approved for the purpose of building pemiit issuance. Issuance of building pennits is still subject to all normal City requirements required pursuant to the building pennit process. • * ["t^ Partial release of the site is approved with the following conditions: Greg Ryan of fire department has approved for the purpose of building pennit issuance under the condition that onlv foundation pads are placed. Also, lumber construction shall not start untjl wet utilities are active and the fire access way Is in place. C^y^ Amp«<c>wb C_--6Cns nstHiistion'MShager Date C ADocuments and Settings\Cabal\Desktop\PartRel Forms\CUP 10-10 Cartsbad Kingdom HalN (both bldgs) Partial Site Rel doc CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 This form is required for all pools, retaining walls or whenever a building footprint is enlarged. Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE </ My project is not in a category of pennit types exempt from the Construction SWPPP requirements •/ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of stonti water runoff or non-stomri water discharge(s). </ My project does not require a grading plan pursuant to the Garlsbad Grading Ordinance (Chapter 15.16 ofthe Carlsbad Municipal Code) •/ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a stonn drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WOFiK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNERl:S)/OWNER'SjAGBNT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) U 2- DATE E-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address Assessor's Parcel Number: ^ \h~liD -Ih^CTJ Project ID: ^Cl^ \ "Z^tV^ Construction Pennit No.: Estimated Construction Start Date Project Duration [ Months Emergency Contact: Name: G-^r^/4tA (loe/t^ ^hourPhone: ^jO S^S^OH^^ Perceived Threat to Storm Water Quality Medium • Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CAt(LSB^D nBRtl^WPPP Approved Date Page 1 of 3 REV 4/30/10 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov DATE: August 15, 2013 PROJECT NAME: Kingdom Hall PROJECT ID: CUP 10-10/SUP 10-03 PLAN CHECK NO: PC 12-074 SET#: 4 ADDRESS: 2420 Camino Vida Roble APN: 213-110-16 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Shannon Werneke A Final Inspection by the Planning Division is required ^ Yes • No You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Michael Palacios, palacios@pbworld.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 I Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 Greg Ryan 760-602-4663 Grefiorv.Rvan@carlsbadca.gov 1 I Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.fiov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov Q Cindy Wong 760-602-4662 Cvnthla.Wong@carlsbadca.gov X Shannon Werneke 760-602-4621 Shannon.Werneke@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic. Fieri@carlsbadca.fiov Remarks: Plan Check No. PC 12-074 Address 2420 Camino Vida Roble Date 8/15/13 Review # 4 Planner: Shannon Werneke Phone (760) 602- 4621 Type of Project & Use: New church and Caretaker's Unit Net Project Density: n/a DU/AC Zoning: P-C General Plan: C:£ Facilities Management Zone: 10 CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: Church) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action lEI lEl Environmental Review Required: YES |EI NO • TYPE: Prior Compliance DATE OF COMPLETION: Compliance witii conditions of approval? If not, state conditions which require action. Conditions of Approval: Yes lEI lEl lEI Discretionary Action Required: YES IE1 NO • TYPE CUP and SUP APPROVAL/RESO. NO. 6880. 6881 DATE 5/2/11 PROJECT NO. CUP 10-10/SUP 10-03 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: K ^ lEI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES • NO Kl CA Coastal Commission Authority? YES • NO H If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108^402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): IE! 13 Kl Habitat Management Plan N/A Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Kl Kl Kl Inclusionary Housing Fee required: YES • NO IEI (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Kl Kl Kl Housing Tracking Form (form p-20) completed: YES • NO Kl N/A • p-28 Page 2 of 3 07/11 Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES • NO |3 2. Project complies: YES • NOQ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 50' min Shown 50' min Required 10' min Shown 10' min Required 20' min Shown 20' min Required 20' min Shown 20' min Required Shown 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required same as above Shown same as above Required Shown Required Shown Required Shown Required Shown • 3. Lot Coverage: Required. Shown 2.43% 4. Height: Required 35' max Shown 20^ • • 5. Parking: Spaces Required: 46 Shown: 57 224 seats/5 = 45 spaces Residential Guest Spaces Required 1 covered Shown 1 covered Additional Comments NONE OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 8/15/13 p-28 Page 3 of 3 07/11 <^(07 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carl.sbadca.eov DATE: June 25, 2013 PROJECT NAME: Kingdom Hall PROJECT ID: CUP 10-10/SUP 10-03 PLAN CHECK NO: PC 12-074 SET#: 4 ADDRESS: 2420 Camino Vida Roble APN: 213-110-16 • This plan check review Is complete and has been APPROVED by the Division. By: A Final inspection by the Division is required • Yes • No You may aiso have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Michael Palacios, palacios@Dbworid.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov X Shannon Werneke 760-602-4621 Shannon.Werneke@carlsbadca.gov 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: REVIEW #: Plan Check No. PC 12-074 Address 2420 Camino Vida Roble Date 6/25/13 Review # 4 Planner: Shannon Werneke Phone (760) 602- 4621 Type of Project & Use: New church and Caretaker's Unit Net Project Density: n/a DU/AC Zoning: P-C General Plan: Facilities Management Zone: 10 CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: Church) 12 3 Legend: Kl Item Complete • Item Incomplete - Needs your action Kl Kl Kl Environmental Review Required: YES Kl NO • TYPE: Prior Compliance DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Yes Kl Kl Kl Discretionary Action Required: YES IXI NO fl TYPE CUP and SUP APPROVAL/RESO. NO. 6880. 6881 DATE 5/2/11 PROJECT NO. CUP 10-10/SUP 10-03 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO Kl CA Coastal Commission Authority? YES D NO Kl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan N/A Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES • NO |^ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES • NO Kl N/A • p-28 Page 2 of 4 07/11 Site Plan: K Kl • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES • NO Kl 2. Project complies: YES • NOO Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 50' min Shown 50' min Required 10' min Shown 10' min Reauired 20' min Shown 20' min Required 20' min Shown 20' min Required Shown 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required same as above Shown same as above Required Shown Required Shown Required Shown Required Shown • 3. Lot Coverage: Required Shown 2.43% 4. Height: Required 35' max Shown 20^ • • 5. Parking: Spaces Required: 46 Shown: 57 224 seats/5 = 45 spaces Residential Guest Spaces Required 1 covered Shown 1 covered Additional Comments See attached OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 3 of 4 07/11 Planning Comments, PC 12-074 Plan check #4 1. The revised landscape plan shall be approved prior Planning sign-off on the building plans. P-28 Page 4 of 4 07/11 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 FaradayAvenue (760) 602-4610 www.carl.sbadca.cov DATE: March 5, 2013 PROJECT NAME: Kingdom Hall PROJECT ID: CUP lO-lO/SUP 10-03 PLAN CHECK NO: PC 12-074 SET#: 3 ADDRESS: 2420 Camino Vida Roble APN: 213-110-16 • This plan check review is complete and has been APPROVED by the Division. By: A Final inspection by the Division is required • Yes • No you may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from ali divisions. ^ This plan check review is NOT COMPLETE, items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Michael Palacios, palacios@pbworid.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGIIlEERING 760-602-2750 FIRE PREVENTION 760*602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov X Shannon Werneke 760-602-4621 Shannon.Werneke@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. PC 12-074 Address 2420 Camino Vida Roble Date 3/5/13 Review # 3 Planner: Shannon Werneke Phone (760) 602- 4621 Type of Project & Use: New church and Caretaker's Unit Net Project Density: n/a DU/AC Zoning: General Plan: CJF Facilities Management Zone: 10 CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: Church) REVIEW #: 12 3 Legend: Kl Item Complete • Item Incomplete • Needs your action Kl Kl Kl Environmental Review Required: YES Kl NO • TYPE: Prior Compliance DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Yes Kl Kl Kl Discretionary Action Required: YES 1^ NO Fl TYPE CUP and SUP APPROVAL/RESO. NO. 6880. 6881 DATE 5/2/11 PROJECT NO. CUP 10-10/SUP 10-03 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: K K ^ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YESONOI^ CA Coastal Commission Authority? YES O NO M If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Kl Kl Kl Habitat Management Plan N/A Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Kl Kl Kl Inclusionary Housing Fee required: YES • NO Kl (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) K Kl Kl Housing Tracking Form (form p-20) completed: YES • NO Kl N/AD p-28 Page 2 of 4 07/11 Site Plan: Kl Kl • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES • NO Kl 2. Project complies: YES • NOO Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 50' min Shown 50' min Required 10' min Shown 10' min Required 20' min Shown 20' min Required 20' min Shown 20' min Required Shown 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required same as above Shown same as above Required Shown Required Shown Required Shown Required Shown • 3. Lot Coverage: Required Shown 2.43% 4. Height: Required 35' max Shown 20^ • • 5. Parking: Spaces Required: 46 Shown: 57 224 seats/5 = 45 spaces Residential Guest Spaces Required 1 covered Shown 1 covered Additional Comments See attached OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE p-28 Page 3 of 4 07/11 7 Planning Comments, PC 12-074 Plan check #3 Repeat comment: Sheet A1.2- please provide setback of the Kingdom Hall building from the portion of the building that is closest to the front property line (i.e. northwest corner of building). A minimum setback of 50 feet shall be provided. ^ Follow-up comment: Please provide dimension from northwest corner of building to west property line- this is the area that is closest to the property line. 2. New comment: Please revise the plans to address the changes requested by SDGE for maintenance/access to their gas facilities. 3. v/ Follow-up comment: Please indicate where on the plans it indicates that the windows have a minimum STC rating of 30 and solid core doors are utilized on the west, north, and south facades (Kingdom Hall) 4. / New comment: Please remove the monument sign lighting details from the plans. A separate permit is required for the sign (including electrical). New comment: Please reference the discretionary project numbers on the cover page, CUP 10-10 and SUP 10-03. p-28 Page 4 of 4 07/11 ^ i0p: ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carl.sbadca.BOv DATE: February 14, 201i^ PROJECT NAME: Kingdom Hall PROJECT ID: CUP 10-10/SUP 10-03 PLAN CHECK NO: PC 12-074 SET#: 2 ADDRESS: 2420 Camino Vida Roble APN: 213-110-16 • This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the Division is required DYes • No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from ail divisions. ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Michael Palacios, palacios@pbworld.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FfRE PREVENTION 760-^02^665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 G regory. Rya n@ca rlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov X Shannon Werneke 760-602-4621 Shannon.Werneke@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.fiov Remarks: Plan Check No. PC 12-074 Address 2420 Camino Vida Roble Date 12/19/12 Review # 1 Planner: Shannon Werneke Phone (760) 602- 4621 Type of Project & Use: New church and Caretaker's Unit Net Project Densitv:n/a DU/AC Zoning: General Plan: C^F Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: Kl Item Complete • Item Incomplete - Needs your action Kl Kl • Environmental Review Required: YES Kl NO • TYPE: Prior Compliance DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Yes Kl Kl • Discretionary Action Required: YES Kl NO • TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Kl 1^ D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO M CA Coastal Commission Authority? YES Q NO Kl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): 13 Kl • Habitat Management Plan N/A Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Kl Kl • Inclusionary Housing Fee required: YES • NO Kl (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) KSD Housing Tracking Form (form p-20) completed: YES • NO Kl N/A • p-28 Page 2 of 4 07/11 Site Plan: Kl Ki • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines • 1. Applicability: YES • NO Kl • 2. Project complies: YES • NOO • • • Kl • K Kl • • • • K • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 50' min Shown 50' min Required 10' min Shown 10' min Required 20' min Shown 20' min Required 20' min Shown 20' min Required Shown 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: Required same as above Shown same as above Required Shown Required Shown Required Shown Required Shown Required Shown 2.43% 4. Height: 5. Parking: Required 35' max Shown 20^ Spaces Required: 46 Shown: 56 or 577? 224 seats/5 = 45 spaces Residential Guest Spaces Required 1 covered Shown 1 covered Additional Comments See attached OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE p-28 Page 3 of 4 07/11 Planning Comments, PC 12-074 Plan check #2 1. The monument sign requires a separate sign permit and should be noted as such on the building plans wherever there is a reference to the monument sign (or reference to the sign should be removed from the plans altogether). Follow-up comment: Please remove the details of the monument sign from the plans. Please also be advised that the monument sign exceeds the allowable area of 50 square feet (which includes the columns). To avoid any confusion, staff feels it's best to remove the sign from the plans, particularly if the design and/or size changes. You can refer to the location on the site plan (with a note that a separate permit is required) but it is most appropriate to remove the details of the sign. Please apply for a separate sign permit. 2. Please add the details for the "Right Turn Only" sign to the building plans (please see resolution for details). Follow-up comment: Please add the "Right Turn Only" sign to the building plans (site plan and detail). This is a condition of the approving resolution and should be carried through on all plans. 3. Please revise the parking calculation to correspond with what is presented on the most recent grading plan. Follow-up comment: It appears that 56 parking spaces are provided while the parking calculation on Sheet All notes 57. In addition, please double-check the number of compact parking stalls noted on the plans compared to what's noted in the calculation and reference the caretaker parking in the calculation. Please reconcile and revise the plans accordingly. 4. New comment: Sheet A1.2- please provide setback of the Kingdom Hall building from the portion of the building that is closest to the front property line (i.e. northwest corner of building). A minimum setback of 50 feet shall be provided. 5. New comment: Sheet Al .2- please dimension all driveway aisle widths. 6. New comment: Pursuant to Condition No. 30 of Planning Commission Resolution No. 6880, a statement from a qualified acoustical consultant certifying that the required acoustical architectural features have been incorporated into the building plans (and noted as such on the building plans). Please provide this certification from a qualified professional and include in the project plans. p-28 Page 4 of 4 07/11 ^ CITY CARLSBAD O F PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 FaradayAvenue (760) 602-4610 www.carl.sbadca.eov DATE: December 19, 2012 PROJECT NAME: Kingdom Hall PROJECT ID: CUP 10-10/SUP 10-03 PLAN CHECK NO: PC 12-074 SET#: 1 ADDRESS: 2420 Camino Vida Roble APN: 213-110-16 Q This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the Division is required • Yes • No You may also have corrections from one or more of the divisions listed beiow. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from ail divisions. ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Michael Palacios, paiacios@pbworld.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 G regory. Rva n@ca risbadca. gov 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.fiov X Shannon Werneke 760-602-4621 Shannon.Werneke@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fleri@carlsbadca.gov Remarks: REVIEW #: Plan Check No. PC 12-074 Address 2420 Camino Vida Roble Date 12/19/12 Review # 1 Planner: Shannon Werneke Phone (760) 602- 4621 Type of Project & Use: New church and Caretaker's Unit Net Project Densitv:n/a DU/AC Zoning: P-C General Plan: C-F Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) 12 3 Legend: K Item Complete • Item Incomplete - Needs your action Kl • • Environmental Review Required: YES Kl NO • TYPE: Prior Compliance DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Yes Kl • • Discretionary Action Required: YES Kl NO • TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: G G Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Kl CA Coastal Commission Authority? YES G NO Kl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): G G Habitat Management Plan N/A Data Entry Completed? YES G NO G If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) G G Inclusionary Housing Fee required: YES G NO |3 (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES G NO G (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) G G Housing Tracking Form (form P-20) completed: YES G NO Kl N/A G p-28 Page 2 of 4 07/11 Site Plan: K G G Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines G G 1- Applicability: YES G NO Kl G G 2. Project complies: YES G NOQ G G G G G G G S G G G G G K G G Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 50' min Shown 50' min Required 10' min Shown 10' min Required 20' min Shown 20' min Required 20' min Shown 20' min Required Shown 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: Required same as above Shown same as above Required Shown Required Shown Required Shown Required Shown Required Shown Required 35' max Shown 20^ 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required 1 covered Shown 1 covered Additional Comments See attached OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE p-28 Page 3 of 4 07/11 Planning Comments, PC 12-074 Plan check #1 1. The monument sign requires a separate sign permit and should be noted as such on the building plans wherever there is a reference to the monument sign (or reference to the sign should be removed from the plans altogether). 2. The enlarged site plan's scale, 1" = 20', does not correspond with the dimensioned setbacks on Sheet A1.2. Please revise the plans accordingly. 3. Please add the details for the "Right Turn Only" sign to the building plans (please see resolution for details). 4. Please provide the Planning Department with details on the type (i.e., color/style) of tile proposed for the west elevation. 5. The site plans do not match the approved grading plan. Please coordinate with the project engineer and revise per the approved grading plan. Please revise the carport details accordingly to correspond to the new parking space dimensions. Please also see the changes in this area to the parking lot. 6. Please revise the parking calculation to correspond with what is presented on the most recent grading plan. 7. Please confirm that the orientation of the trash enclosure matches what is presented on the grading plan. 8. Please add the lot coverage details to the plans. 9. Please revise the reference to the "asphalt walkway" on Sheet A1.1 to change it to "private road." Please use the grading plan as a reference for details on your site plans as the two should match. p-28 Page 4 of 4 07/11 gUILDING DEP L PLAN CHECK CoS€!i{^¥& Economic ^ CITYOF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 03/07/2013 PROJECT NAME: CARLSBAD KINGDOM HALL PROJECT ID: PC120074 PLAN CHECK NO: 2 SET#: 1 ADDRESS: 2420 CAMINO VIDA ROBLE APN: • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Finai inspection by the FIRE Division is required ^ Yes • No This pian check review is NOT COMPLETE, items missing or incorrect are listed on the attached checklist. Piease resubmit amended plans as required. Plan Check Comments have been sent to: M. Perez Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Grefiory.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fleri@carlsbadca.gov Remarks: SEE ATTACHED Carlsbad Fire Department Plan Review Date of Report: Name: Address: Permit #: Job Name: Job Address: Requirements Category: PLANCK, 03-07-2013 PALACIOS, MICHAEL 13248 MANGO DR DELMAR CA 92014 PC120074 PALOMAR CONG. OF JEH. WIT. 2420 CAMINO VIDA ROBLE CARLSBAD, CA 92009 ttlHLDlNG DEPT. COPY Reviewed by: ^^O^ Please review carefully all comments attached. CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. No Interior Photometric plan was submitted so determining the interior emergency and Means of Egress Illumination is not possible. However at or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. Entry: 03/07/2013 By: GR Action: AP ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic ^Mafef^raday Avenue *'''M!irljlbad CA 92008 www.carlsbadca.gov DATE: 12/12/2012 PROJECT NAME: Paiomar Congregation of Jeliova's Witnesses PROJECT ID: CB122513/PC12-74 . j o il PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2420 CL CAMINO REAL- APN: • This plan check review is compiete and has been APPROVED by the FIRE Division. By: GR A Final inspection by the FIRE Division is required |3 Yes • No 3 This pian check review is NOT COMPLETE, items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Michael Paiacios Vou may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the Issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: ENGINEERING 760^02-2750 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carisbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregory.Rvan@carlsbadca.gov 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: SEE ATTACHED Carlsbad Fire Department Plan Review Requirements Category: PLANCK, Date of Report: 12-12-2012 Reviewed by: Name: PALACIOS, MICHAEL Address: 2775 MONTEGO COVE DEL MAR CA 92014 Permit #: PC120074 Job Name: PALOMAR CONG. OF JEH. WIT Job Address: 2420 EL CAMINO REAL INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0005951 [NOT MET] Conditions: • SHEET AO.l - CODE INFORMATION - CHURCH: add SPRINKLERS - YES: 13 • SHEET AO.l - CODE INFORMATION - CARETAKER UNIT: add SPRINKLERS - YES: 13-D • DEFERRED SUBMITTALS: add FIRE ALARM • Provide an OCCUPANT LOAD CALCULATION TABLE based on CBC Chapter 10, Section 1004,1004.1.1. Occupant load SHALL be based on the square footage of an area or room, NOT a seating plan unless fixed seating is used. PRC V;DE AN APPROVIDE LISTING OR VALDATED TEST REPORT FOR THE PROPOSED ANCHORING METHOD OTH RWISE REVISE PLANS TO INDICATE OCCUPANT LOAD BASED ON NON-FIXED SEATING. The number calculated for the Assembly room alone puts the O.L at 308, add the additional seating in Library 1 and 2 as well as the Platform and the O.L. is near 370 persons. • S' "ET ' 2.4 - Emergency egress lighting SHALL provide the minimum required lighting per CBC Chapter 10, " tion 1006,1006.1 thru 1006.4. A photometric plan for the emergency lighting for alt seating or assembly areas shall be provided, an /,' • the basis of the FINAL acceptance test to be conducted during Pre-dawn or dark hours when lighting is dependent upon artificial light sources. R.W. WILEY, S.E. 2035 CORTE DEL NOGAL, SUITE 150 CARLSBAD, CA 92011 (760) 438-5777 x5967 JANUARY 14.2013 CITY OF CARLSBAD BUILDING DIVISION 1635 FARADAY AVE. CARLSBAD. CA 9Z00& RE. PC12-74: NEW KINGDOM HALL 2420. 2430 CAMINO ViDA ROBLE CARLSBAD. CA 92010 DEAR 6IRS: AS REQUESTED. THIS LETTER IS TO CONFIRM THAT I HAVE REVIEWED THE ROOF TRUSSES AND CALCULATIONS FOR THIS PROJECT AND FIND THEM TO BE ACCEPTABLE. THE TRUSSES ARE TO BE MANUFACTURED BY 5AN DIEGO COUNTY TRUSS, INC. WITH THE TRUSS IDENTIFICATION NUMBERS AS SHOWN ON SHEET S3 OF THE STRUCTURAL DRAWINGS. V4 S.E. City ofCarlsbad pcl2-74 12/7/2012 14. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.3 15. Note on the plans that 100% of trees, stumps, rocks, vegetation and associated soils primarily from the construction will be reused or recycled. CGC 5.408.4 16. Note on the plans that a building " Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed In CGC Section 5.410.2.5.1. 17. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 18. Note on the plans that VOCs must comply with the limitations listed In Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 19. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1 20. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. • FOUNDATION 21. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. 22. In Seismic Design Categories G, D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquai<e motions. Secfion 1803.5.11. 23. Provide a letter from the soils engineer confirming that the foundafion plan, grading plan and specificafions have been reviewed and that It has been determined that the recommendafions in the soil report are properly Incorporated into the plans (when required by the soil report). ^ / { 24.1 The soils engineer recommended that he/she review the foundation excavafions. Note on the foundafion plan that "Prior to the contractor requesfing a Building (.IJL. cn Department foundation inspecfion, the soils engineer shall advise the building bhT ^ ^ official in wrifing that: City ofCarlsbad pel 2-74 12/7ZaP12 ^K't SI ^\^} '^^^ building pad was prepared In accordance with the soils report, K](7^ ^ "^C^ h^^^ been properly backfilled and compacted, and v^l^ The foundafion excavafions comply with the Intent of the soils report." • STRUCTURAL [•eWo/" \7( 25y Please provide evidence that the engineer-of-record (or architect) has reviewed dt>^ecl \—^ the truss calculafion package prepared by others (i.e., a "review" stamp on the j_ \ 4-l'V truss calculafions or a letter). SHT S| ( 26.1 Provide the following note on the plans: "The contractor responsible for the S£K. KCTTE, construcfion of the selsmlc-force-reslsfing system shall submit a written # '\ ^ Statement of Responsibility to the building official prior to the commencement of work on the system." Secfion 1709. • ADDiTiONAL 27. Note on fine plans that receptacle outiet locations will comply with CEC Article 210.52(A) (caretaker unit) 28. Include on the plans the following specificafions for electrical devices Installed in dwellings: CEC Article 210 & 406(caretaker unit) a) Tamper resistant receptacles for all locafions described in 210.52 (i.e., all receptacles in a dwelling). b) Arc-fault protection for all outiets (not just receptacles) located In rooms described in NEC 210.12(B): Family, living, bedrooms, dining, halls, etc. 29. Per CEC Article 210.11(C)3, note on the plans that bathroom circuiting shall be either, (caretaker unit) a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outiets. 30. Please refer to the following correcfion for mechanical, plumbing, electrical and energy items. 31. To speed up the review process, note on this list (or a copy) where each correcfion item has been addressed. I.e., plan sheet, note or detail number, calculafion page, etc. 32. Please indicate here if any changes have been made to the plans that are not a result of correcfions from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET 1 OF u. REC^VED NOV 2 12012 I diTY OF CARLSBAD iuiLDlNG DIViSION @pC^-7t R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET lAOF APAP<T/V\GMT R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET '2- OF ROOF DL CONC TILE (EAGLE TILE) ESR 1900 5/S" PLYWOOD TRUSSES AT 24" INSULATION SUSP CLG SPRINKLERS MECH'L/ELEC/MISC ADD'L DL AT TRUSS BOT CHORD AT CATWALK 3/4" PLYWOOD 2x6 @ 16" MISC 10.0 psf 1.S 3.0 1.0 2.0 2.0 2.2 22.0 psf 2.3 psf 1.7 2.0 LL= 20.0 psf LL= 50.0 psf 6.0 psf MANUFACTURED TRUSSES @ 24" --3Y OTHERS R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET ^ OF DU DU CATWALK'' 0,D°[a^ Ks-T (. 0'2-&^ >' S' i 16' -2.1 9o' 1 f^^^ 1. 6^ 7V- DU 10,2,--©.O'^ft i^Pf (•(^'^8^ R&l Title: Engineer: Project Desc: 4- 1 vygod Ef^am ENERCALC, INC. 1983-2012, Bulld:6.12.8.20, Vef:6.12.8.2Q j 1 Lie. # : KW-06000662 Licensee : RANDY WILEY & ASSOCIATES Description: RBI: HEADER AT ENTRY CODE REFERENCES Calculations per NDS 2005, ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade Douglas Fir - Larch No.1 Fb- Fb- Fc- Fc- Fv Ft Tension Compr PrII Perp Beam Bracing : Beam is Fully Braced against lateral-torsion buckling •(0.813) U0.877) 1350 psi 1350 psi 925 psi 625 psi 170 psi 675 psi £; Mcxlulus of Elasticity Ebend-xx Eminbend - xx Density 1600 ksi 580 ksi 32.21 pcf 6x12 Span = 6.50 ft ApplJedLoads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.8130, DESIGN SUMMARY Lr = 0.8770, Tributary Width = 1.0 ft Maximum Bending Stress Ratio Section used for this span fb: Actual FB: Allowable Load Combination Location of maximum on span Span # where maximum occurs fvlaximum Deflection Max Downward L+Lr-i-S Deflection Max Upward L•^L^•^S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.654 1 6x12 883.48 psi 1,350.00psi -K)-H.r-HH 3.250ft Span # 1 0.032 in 0.000 in 0.061 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv: Actual Fv; Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 2450 Ratio = 0 <360 Ratio = 1271 Ratio = 0 <240 It]! 0.544 : 1 6x12 92.48 psi 170.00 psi -HD-tir-41 5.558 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span* M V Cd C F/V Cr Cm Cf CL M fb Fb V fv Fv •K) 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.315 0.262 1,000 1.000 1,000 1.000 1,000 1.000 4.29 425.01 1350.00 1.88 44.49 170.00 •O-fir-HH 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 6,50 ft 1 0.654 0.544 1,000 1.000 1.000 1.000 1,000 1.000 8.93 883.48 1350.00 3.90 92.48 170.00 •fO+0.750Lr-K).750L-tH 1.000 1.000 1.000 1,000 1.000 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.570 0,473 1,000 1,000 1.000 1.000 1,000 1.000 7.77 768.86 1350.00 3.39 80.48 170.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max."-" Defl Location in Span Load Combination Max.Defl Location in Span D+Lr 1 0.0613 3.283 0.0000 0.000 « 1 Title: Engineer: Project Desc: 9 1 Wood Beam ENERCALC, INC, 1983-2012, Build:6.12.8.20, Vef:6.12.8.20 jj • Lie. #: KW-06000662 Licensee : RANDY WILEY & ASSOCIATES Description : RBI: HEADER AT ENTRY Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LrOnly D-K-r 5.493 2.642 2.850 5.493 5.493 2.642 2.850 5.493 R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET OF w PL \7S^2J\ 6X& Van- '^•^'^^ R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET 1 OF 7H97<. l-'b^C 70P ftt; <^H£P€- -1 Top ft.!, w/ n.-^y.Q, \ 4-13 7/^ (FLAT) A = (I6.t^-l'&.1-^)(l''2^) ^''ZV.G Top TOP F^s fiTWsi STUPS (O-o <^K6 DFfrl gic" S - "l.^G Cw-^ r^-- 1450 p^ti IJ COO \<t^'i. U (Oiop^c o.no lOlo 1490 •= l.oG R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET <5 OF -TL--. ByN^-=[^l(.m)-h 4C0%)]l.e3-(.8\ 1 PL -F WIND '•7 G ,&7l POUMDAT\OKl S&.OCOM IMC PPO-iGrrx Nvo, Ofc4o^»-c^-Z'^^ OCT- ^c^-, <i.oofe - '2000 p'bf <? 2.4^^ &L-W FG cr(?MT FT(=> AT g>^T> WALL.^'> UMSSA^B? ROOF; ^l('^:542')-t- ^{>0^G)- 1.^6 ^ff 0,450 FTG<^ I y- OQEP R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET ^ OF OM CONT FTG 1' \ v5 ^ F6 0 — I 04 P3^1\-6-^)(5.5X2.0-.4'b) R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET '-I OF LATERAL LOAPS SEISMIC: WOOD STUD BEARING WALLS WITH PLYWOOD SHEAR PANELS GEOTECHNICAL REPORT: GEOCON INC. PROJECTNO. 06403-52-33 OCTOBER 20, 200S TABLE 7.4 2007 CBC SEISMIC DESIGN PARAMETERS Parameter IBC-06 Reference Site Class C Table 1613.5.2 Spectral Response - Class B (short), Ss 1.142 g Figure 1613.5(3) Spectral Response - Class B (1 sec). Si 0.432g Figure 1613.5(4) Site Coefficient, Fj 1.00 Table 1613.5.3(1) Site Coefficient, Fv 1.368 Table 1613.5.3(2) Maximum Considered Earthquake Spectral Response Acceleration (short), SMS 1.142.g Section 1613.5.3 (Eqn 16-37) Maximum Considered Earthquake Spectral Response Acceleration - (1 sec), SMI 0.591g Section 1613.5.3 (Eqn 16-38) 5% Damped Design Spectral Res|x>nse Acceleration (short), SDS ' 0.761g Section 1613.5.4 (Eqn 16-39) 5% Damped Design Spectral Response Acceleration (1 sec), Sm 0.394g Section 1613.5.4 (Eqn 16-40) SEISMIC: WIND: V=C5W V= 0.1171W Eh= (1.3)(.1171)W = 0.1522W Ev= (0.2)(0.761)W = 0.1522W Cs= Sds / (R/l) 5d3= 0.761g R= 6.5 1.0 C5= 0.761 / (6.5/1.0)=0.1171 p=1.3 ps30= h= X= Kzt= lw= 14.4 psf 10.0 ft 1.29 1.0 1.0 ps=XKztlp30= 16.6 psf R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET L'2'OF L io-(^ I 7 7' R.W.WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET OF ROOF DEAD LOAD AREA WIDTH a 54 b 8 LENGTH 106 = 56 AREA [ft'] 5724.0 * 448.0 * DL [ksf] 0.022 = 0.006 = DL [kip] 125.9 2.7 128.6 kip WALLS: LONGITUDINAL Height LINE A 5 LINE B 5 LENGTH 102 = 102 = AREA [ft'] 510.0 * 510.0 * DL [ksf] 0.015 = 0.015 = DL [kip] 7.7 7.7 15.3 kip WALLS: TRANSVERSE Height LINE 1 5 LINE 2 5 LENGTH 50 = 50 = AREA [ft'] 250.0 * 250.0 * DL [ksf] 0.015 = 0.015 = DL [kip] 3.8 3.8 7.5 kip ROOF DEAD LOAD (B-C) AREA WIDTH LENGTH AREA [ft'] c 22 * 22 = 484.0 DL [ksf] DL [kip] 0,029 = 14.0 14.0 kip ROOF DEAD LOAD (B-C) AREA WIDTH LENGTH AREA [ft'] DL [ksfj d 17,5 * 12,5 = 218,8 * 0,029 17,5 * 3 = 52.5 * 0.022 17.5 * 4 = 70.0 * 0.022 DL [kip] 6.3 1.2 1.5 6.3 kip ROOF DEAD LOAD AREA WIDTH LENGTH AREA [ft'] DL [ksf] e 17,5 * 4.5 = 78.8 * 0.029 17.5 * 4,5 = 78.8 * 0.022 DL [kip] 2.3 1.7 2.3 kip .'ALLS: LONGITUDINAL Height LENGTH AREA [ft'] DL [ksf] LINE C 5 * 16 = 80.0 * 0.015 LINEA 5 * 3.25 = 16.3 * 0.015 DL [kip] 1.2 0.2 1.4 kip WALLS: TRANSVERSE Height LENGTH AREA [ft'] DL [ksf] B-C (8) 5 * 4 = 20,0 * 0.015 LINE A (4) 5 * 4 = 20.0 * 0.015 DL [kip] 2.40 1.20 3.6 kip TOTAL BUILDING BASE SHEAR Eh = 0.1522 * 190.1 MISC 28.9 kip 11.0 S= 190.1 kip R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET '-V OF WINP 7KN^(^. L(?AP9 O-'l) '2('/a(i':^)(^.5)(.oia(i,")-- ^ GOVS i/^(a'i-)(3.ll(.0l9^y' 7.h 2- I'z.sA <.miJk GOVS LINE I - UNBZ^ V^i^'iM)-- (4-.^A WEK t^QOpg BHT(CX '• 2.1 LlUE 1.1 • l.O^ii ROOF c^/APH 9 6 5/^' ex.? I PUT R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET OF Tp^AM'5>. LOADS ^OF DlAPrt- A)- 14.9 - 50 g & F^OAA WALLci,; UPPEP^ ROOF £ EMTP^Y • AAA! K tMDQF V (&)C'70) expx PL-T BLOCK AU-a:?c>e^ \ 0 d e 6, 6^ I 'Z %^Expr PLY AJ^^ 0.285 AT D<OP ^ sipe e LAP STRAPS \N/ -24- (O^KfV'i'^AtL^ E^ END R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET '-^ OF $HEA^ VlfWXh ^PHas. ^F ^T E-Ki-fi^v ( 16 SH^A^p.^ TP>A.lvispE^ TO ^,5 Mr^ V3 [. IIS 1/^ + (.1)(4) 4-. (l^P.l)] MO MET UPLIPT Ai-= _l4^_ _ ^<?lO '50 £KPX PLY av. r^v^f A.BOLTS' Q 46" /V^\'' O.^nO R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET ^"7 OF LlM£ I.O V- 149 L- 36>' p 1 ' T Y Y / t.^' \ \4.^ ^6 0.403 *^/4+ Expx pL^ lOcifi 4,1^ R. ^5^4 A.e^OL-TS 5.5 I^IM 4X PO'STs \/r/ 'hDU4' HOLpovAJSl .4 w/ia-IOcixlV^ MAIL'S. EA END (2 ^ R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET '-SoF L/pper/W-^ 7. ^ (Jpfev Aasf (e; LINE A K^(2a<^ -3.A^) +. 35. - ROOF PIAPHRACSAA A)^ 14.3 ._ n [4nl% EXP I PLY UM BLOCKED CASE ± lode 12. ^OLLJS^CTOR. LOAD 9 SON/ AT LVK\E -Z^ SEE SHT LT ^I4£AR.WALL^ •• ^-n^^/f^ I^^^EXPI PLT LIME (.0^ ^I4TL& R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET'-^ OF LIME CoNrrO (^^Co^iy O.0 8& "V^ LIKE O (^vo/?,6r CA-^S) t^^& Lty\p^ V-'/-a (^-3)''•'^'^ f^-^4i (t^L) /v\r- y'^(i.o(i.V.4(4)V M"^ ^A\Ni 4y. POSTS w/ 'HDU4^ HOLPOV^M R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEETL'<^ OF Grade Beam Analvsis: CARLSBAD l<^. HALL Beam description: LINE C Load Case: D+W Grade Beam Dimensions: L= 4.00 a= 2.00 b= 2.00 w= 2.83 t= 2.00 w1= 0.00 w2= 0.00 w3= 0.00 Total GB Weight= 6.79 Loade on Grade Beam: P1:= -3.1 k P2= 6.6 k IP= 3.5 k Soil Pressure: 2.00 ksf L.D.F.: 1.33 Allowable SP: 2.66 ksf 40.37 k-ft OTM= 20.26 k-ft MK-orM= 20.11 k-ft l^totaF 10.29 k a=M/P= 1.95 ft e= 2.05 ft d= • 5.86 ft • Pressure distribution: Partial Bearing c^m-O.OO 1.24 ksf ksf 8.0 ft -Trial values V1= V2= Tv7 0.83 0.0 k 0.8 k M1= 0.0 k-ft M2= 0.0 k-ft 0.0 k-ft Footlna Desian: PI P2 w2 vr wl V2 \mmm I d/3 d "Loads shown in positive direction. Leant— 2.0 ft ''l<;«nt= 6.22 k-ft approx >l''inalr = 4.5 k-ft approx 1.60 M„= 10.0 k-ft pm[n= 0.0018 USE §1910A.5.4 '^^smln^ 1.28 in"2 1.76 in^2 fy= 60000 psi fc= 3000 psi a= 1.22 in 0Mn= 161.5 k-ft Bar Size & No: 4 #6 R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET Ml OF APAKTMEKT (5> R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET L-I1-OF ROOF DEAD LOAD AREA a b WIDTH 29.7 4 WALLS: LONGITUDINAL Height LINEA 4.5 LINE B 4.5 LENGTH 38.2 15 LENGTH 34.2 = 34.2 = AREA [ff] 1134.5 60.0 AREA [tn 153.9 153.9 DL [ksf] 0.022 = 0.022 = DL [ksq 0.015 = 0.015 = DL [kip] 25.0 1.3 DL [kip] 2.3 2.3 26.3 kip 4.6 kip WALLS: TRANSVERSE Height LINE 1 4.5 UNE 2 4.5 LENGTH 25.7 = 25.7 = AREA [fV] 115.7 115.7 TOTAL BUILDING BASE SHEAR Eh = 0.1522 * 40.0 = DL [ksf] 0.015 0.015 DL [kip] 1.7 1.7 MISC 6.1 kip 3.5 kip 5.6 40.0 kip ^(Vt (l'2.'^)('5.19)(,^'lg)6y C4.sK'2-^.iX-oi&^} = 0,4 2- ^>.'2>Jl <<^'\ SG\SM1C <S£>\fS * * R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET ^'^OF L-0 AO ^ ROOF OtAW ' evcf r pLf AT PfeL TOP SPU06^'=^ ^Se. MIM \0-\C>^ SA 51 DG. C5p SpUCS: FlH^ ^ l.4^A L-- ^O'G ^:)• ..4 UpU4\- i.^i 4.0 AA\M -PO^S W7 ^^EX?X PL-Y ^;&\r'i^/ff. SILL Fg. AMcHOFv>A<se; R.W. WILEY STRUCTURAL ENGINEER BY DATE PROJECT CARLSBAD KINGDOM HALL SHEET'-14 OF LIM&A- LIME & 3.09jfc PxOop P\APIA SHeARs'7 /<^Hoi^D Fop^ceS Less THAM -n2^AM9. LOADS' — S^E eHTU^ SHEAP>,WALJL-9> L\WE b Upn-ft-- 5.2-I.Q „ i^ft L- iO.S+\0.3 -- 7.(} SE£. TRATAS 5HEAK.\MAU_5' l^p. SILL ANiCHOpACyS AAIN 4'< b-ND POST ^ 4^ see Li/vjE A ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento. CA 95828 (916)387-0116 Page 1 of 1 Document ID: 1UPE6004Z01 llll 1032 Truss Fabricator: Job Identification: Model Code: Truss Criteria: Engineering Software: Truss Design Loads: San Diego Co. KHCARLSB- Truss CBC2010/TPI-2007(STD) Alpine proprietary truss analysis software. Version 10.03 Roof - 44 PSF » 1.25 Duration Floor - N/A lind - 90 IPH (ASCE 7-OS-Closed) Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of d, as defined LnJUISI/TPi 1, . 1 attacned drawings; the drawn 2. ji|CO| ord, as shown on ing nunber is preceded by: CAUSR6004 Deta iIs: BRCALHIP-BRCLBSUB- Subnvtted by GIH 11:10:14 09-11-2012 $ $ Reviewer: LVT # Ref Descr i pt i on Drawi ng# Date 1 37217--H25T4 12255001 09/11/12 2 37218--An25T4 12255002 09/11/12 3 37219--JACK8T4 12255003 09/11/12 4 37220--JACK10T4 12255004 09/11/12 5 37221--SPJACK7T4 12255012 09/11/12 6 37222--An50T4 12255013 09/11/12 7 37223-ATT50T4-I/PTL0AD 12255014 09/11/12 8 37224--An50T4-l/IALL 12255015 09/11/12 9 37225--H50T4 12255007 09/11/12 10 37226--HT50T4 12255008 09/11/12 11 37227--HT50T4-I/PTL0AD 12255009 09/11/12 12 37228--HT50T4-I/IALL 12255010 09/11/12 13 37229--T13T4 12255011 09/11/12 14 37230--TH13T4 12255006 09/11/12 15 37231--H18T4 12255005 09/11/12 Gary W. Heal RECEIVED NOV 2 12012 CiTY OF CARLSBAD BUILDING DIViSION (KHCARLSB-H25T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Chord 2x6 DF-L #2(g) :T2 2x4 DF-L #1&Bet.(g): Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. #1 hip supports 8-0-0 jacl<s with no webs. Corner sets are conventionally framed. Use same design for one-ply common hip trusses e 24.0" 00. Extend sloping TC of truss and Jaclts to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC e 0" OC with 2-16d Box or Gun naiIs(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0109. Support hip rafter with cripples at 5-7-14 OC. In lieu of structural panels use purlins to brace BC @ 120.00" OC. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.131"x3" nails Top Chord: 1 Row e 6.50" o.c. Bot Chord: 1 Row el2.00" o.c. Webs : 1 Row « 4" o.c. Use equaI spac i ng between rows and stagger na iIs in each row to avoid splitting. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Building designer is responsible for conventional framing. 6X8 6X8= 0-6-1 _L T 3-2-1 12-0-0 4X8(A2)^ U 2' J 7-5-0 5-5-0 5-3-4 7-6-12 8-0-0 8-0-0 4-10-0 5-3-4 10-1-4 7-6-12 7-6-12 25-8-0 Over 2 Supports R=2872 W=3.5" R=2720 W=3.5" PLT TYP. 20 Gauge HS,Wave\R San Diego Co. Trass 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Camponents Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04.0 'MIIIIIIIG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIFTING. INSTALLING AND BRACING. REFER TO BCS! (BUtLDING COMPONENT SAFETY INFOH«ATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, Z18 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA. 22314) AND VTCA («000 TRUSS COUNCIL OF AMERICA. 6300 EHTERPRISe LANE, MADISON, 53719} FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PtOraiLV ATTACHED RIGID CEILIM. '"laPORTJUHT^'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE VITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFftPA) AHD TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (•.H/SS/K) ASTM A653 GRADE 4O/60 (•. K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOHED BY (i) SHALL BE PER ANNEX A3 OF TPM-2002 SEC.3. A SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC, Z. QTY:1 CA/-/3/1/-/R/-Scale =.275"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF TURTFAC^ 1T25 SPACING 24.0" REF R6004- 37217 DATE 09/11/12 DRW CAUSR6004 12255001 CA-ENG LVT/CWC SEQN-87703 JREF- 1UPE6004Z01 [lZ2550O1][ALPINE][CBC2OlO/TPI-20O7l[H25T4][45175/|] [Page 1] [TCLL 20.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0][NM 2][SOFFIT • Indicates Forces Per Ply M.3==Bearlngs«:.= [X-Loc][React][Size] [ 0.00][ 2872][0.29] [25.38][ 2720][0.29] EndPts MaxTen HaxConp AXL BND CSI GLC S Grade Length Pitch 0- 1 22 0 0.01 0.15 0.16 2 6 DF-L »2(g) 25 30 4.00 4- 6 0 •-3472 0.05 0.28 0.33 2 6 OF-L »2(g) 85 38 4.00 7-10 0 •-3286 0.08 0.34 0.41 1 4 OF-L tISBet.( 64 17 -0.49 10-16 0 •-3301 O.OS 0.34 0.41 1 4 DF-L »1SBet.( 64 17 0.49 17-19 0 •-3486 0.06 0.27 0.33 2 6 DF-L #2{g) 85 38 -4.00 5- 8 3254 • 0 0.41 0.30 0.71 1 4 DF-L #1SBet.( 81 00 -0.00 8-12 4352 0 0.57 0.10 0.67 2 4 DF-L #1&Bet.( 63 25 -0.00 11-15 4352 0 0.57 0.09 0.66 2 4 DF-L #1&Bet.( 63 25 -0.00 15-18 3270 0 0.42 0.27 0.69 1 4 DF-L #1»Bet.( 81 00 -O.OO 2- 3 0 •-1385 Plate Member •- --PLATE MEMBER 0 50 -Vert- 2- 4 0 •-3488 0.05 0.28 0.33 2 6 DF-L #2<g) 7 88 5.66 1- 2 0 • -18 -•-•Fictlous Memb«r--=-DF-L *2(g) 1 80 -2.76 4- 5 71 • -26 Plate Hember ----PUTE MEMBER 4 44 -60.15 3- 5 3237 • 0 0.41 0.30 0.71 1 4 DF-L #1&Bet.( 8 02 -0.74 20-21 0 •-1288 Piate Member -----PLATE MEMBER 0 50 -Vert- 19-20 0 •-3495 0.05 0.19 0.25 1 6 DF-L »2(g) 7 88 -5.66 20-22 0 • -2 -.-•Fictious Hembera-s-DF-L »2(a> 1 80 2.76 18-19 46 • -51 Plate Mefliber PUTE MEMBER 4 44 60.15 18-21 3259 0 0.41 0.27 0.68 1 4 DF-L #1SBet.{ 3 02 0.74 6- 9 0 • -117 O.OO 0.15 0.15 1 6 DF-L #2(g) 6 45 4.00 14-17 0 • -117 0.00 0.15 0.15 1 6 DF-L »2(g) 6 45 -4.00 6- 7 0 •-3271 -s-sFictious Meiiiber=-=-DF-L (UBet.C 0 00 -Vert- 16-17 0 •-3287 -=-=Fictious Members-±-DF-L fItBet.C 0 00 -Vert- 12-13 4352 0 -^.-sFictious Men4>er=-=-DF-L «1tBet.( 0 OO -Vert- 11-13 0 •-4352 -.-=Fictious lilefnberM-=-DF-L #1liBet. ( 0 OO -Vert- EndPts UaxTen MaxCotnp AXL GLC S Orade Length Brace 6- 8 614 0 0.10 2 4 DF-L #1»Bet 27.00 8-10 0 •-1187 0.70 2 4 OF-L #1»Bet 66.48 10-13 128 • 0 0.02 1 4 DF-L #UBet 25.25 10-15 0 •-1170 0.69 2 4 DF-L #UBM 66.48 15-17 612 0 0.09 2 4 OF-L #1&Bet 27.00 Brace Plywd Plywd •11999 V11999 Plywd •120" •120" •120" •120" Plywd 404.51 Lbs. • 298.47 Lbs. • •120" 298.47 Lbs. • 404.51 Lbs. • -5.66 Plywd Brg.i 1 Vert.R= ;r9.# 2 Vert.R. Caiif. #1 Hip][OC 24.00][DF 1 26] [NM 2] epetitlve Factors Used No 40 PLF • -2 0 to 40 « 0 0 [y-18 2][100»] 40 PLF • 0 0 to 40 • 8 0 [y=18 2] [100%] 30 PLF • -2 0 to 30 • 8 0 ty=18 2][ 0%] 77 PLF • 8 0 to 117 • 12 0 [y.ia 2] [100%] 57 PLF • 8 0 to 88 » 12 0 [,.18 2][ 0%] 117 PLF • 12 0 to 117 e 13 7 [y.18 2][100%] 86 PLF • 12 0 to 86 • 13 7 [y.ia 2][ 0%] 117 PLF « 13 7 to 77 » 17 7 [,.18 2] [100%] 86 PLF 13 7 to 57 e 17 7 [,.18 2][ 0%] 40 PLF • 17 7 to 40 e 25 7 [,-18 2] [100%] 30 PLF • 17 7 to 30 e 25 7 [,-18 2][ 0%) 49 PLF • 0 0 to 49 • 8 0 [,- 6 4][ 0%] 49 PLF * 8 0 to 49 « 17 7 [,. 6 4][ 0%] 49 PLF • 17 7 to 49 • 25 7 [y. 6 4][ 0%] 8.0, 18.2 8.0, 18.2 17.7, 18.2 17.7, 18.2 AngiB.270 Angle=270 Angle.270 Angle.270 2871.8 # Hor.R- 0.0# 2720.2 f Hor.R. 0.0# -=-.-.-=-[Roi ler Pressed].-.—-=- •120- [Std Caiif Hip][OC 24.0O][DF 1.25][lil 1] 4.00 Piywd Repetitive Factors Used: No PiyMd Node X-Loc V-Loc Plate Cq JSI Met 0 1 -2 0 00 00 11 12 60 26 2 0 15 12 23 3 0 15 12 19 4XS(A2) 0 80 0 87 4 0 74 12 51 5 0 81 12 15 6 7 49 14 76 6X8 0 80 0 85 N 7 7 49 14 76 8 7 56 12 15 4X5 0 SO 0 86 N 9 8 00 14 93 10 12 83 14 54 4X10 0 SO 0 64 H 11 12 83 12 15 HS416 0 SO 0 83 H 12 12 83 12 15 13 12 83 12 15 14 17 67 14 93 15 18 10 12 15 4X5 0 SO 0 84 N 16 IS 18 14 76 6X8 0 SO 0 65 N 17 IS IS 14 76 18 24 35 12 15 19 24 93 12 51 20 25 52 12 23 21 25 52 12 19 4X8 (A2) 0 SO 0 87 22 25 67 12 26 0.00 L/999 deflY(T) 0.00 L/999 dxL 0.00 dxT 0.00 0.00 L/999 0.01 L/999 0.01 L/999 0.15 L/999 0.00 L/999 0.03 L/999 0.04 L/999 0.51 L/599 0.00 0.00 0.00 0.04 0.15 L/999 0.02 L/999 0.19 L/999 0.19 L/999 0.51 L/592 0.06 L/999 0.65 L/471 0.65 L/471 0.01 0.01 0.03 0.03 40 PLF • -2.0 to 40 PLF • 0.0 to 30 PLF • -2.0 to 2 PLF • 8.0 to 2 PLF • 13.7 to 40 PLF • 12.0 to 30 PLF • 12.0 to 80 PLF • 12.8 to 59 PLF • 12.8 to 40 PLF • 17.7 to 30 PLF • 17.7 to 20 PLF • 0.0 to 80.00 Lbs. • 59.03 Lbs. * 224.00 Lbs. * 165.2S Lbs. 9 224.00 Lbs. • 165.28 Lbs. • 59.03 Lbs. « 80.00 Lbs. 0 13 Brg.# 1 Vert.R. Brg.# 2 Vert.R. 0.00 0.01 0.00 40 • 0.0 [y»18.2][100%] 40 • 8.0 [,=1S.2][100%] 30 • 8.0 [,.1S.2][ 0%] 2 • 12.0 [,.18.2][ 0%] 2 • 17.7 [,.18.2][ 0%] 80 • 12.8 [,.18.2][100%] 59 • 12.8 [,.18.2][ 0%] 40 • 13.7 [,.18.2][100%] 30 • 13.7 [y.18.2][ 0%] 40 • 25.7 [y=18.2][10O%] 30 • 25.7 [,.18.2] [ 0%] 20 • 25.7 6.4][ 0%1 18.2 Angle.270 An9le.270 Angie.270 Angie.270 Angie-270 Angie-270 Angie-270 Angie.270 -0.0# 8.0 8.0, 18.2 12.0, 18.2 12.0. 18.2 13.7, 18.2 13.7, 18.2 17.7, 18.2 17.7. 18.2 1581.7 # Hor 0.05 . 0.02 0.09 0.09 1430.1 # Hor.R. -[Roller Pressed].-.—. 0.0# 0.02 0.15 0.15 L/999 L/999 L/999 0.05 0.51 0.51 L/999 L/593 L/60O 0.00 0.04 0.02 0.00 0,14 0.05 0.01 O.OI L/999 L/999 0.05 0.05 L/999 L/999 0.05 0.05 0.18 0.18 0.00 L/999 0.00 L/999 0.05 0.18 (KHCARLSB- - ATT25T4) THIS MG PREPARED FROM COMPUTER INPUT (LOADS « DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) :B2 2x6 DF-L #1&Bet.(g): Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACINGdN OC) START(FT) END(FT) BC 120 0.15 25.52 SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 70 PLF at -2.00 to 70 PLF at 9.92 TC - From 130 PLF at 9.92 to 130 PLF at 15.75 TC - From 70 PLF at 15.75 to 70 PLF at 25.67 BC - From 20 PLF at 0.00 to 20 PLF at 25.67 (**) 2 plate(s) require special positioning. Refer to scaled plate pIot deta iIs for spec i a I pos i t i on i ng requ i rements. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg. Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per CBC-10 section 1607A. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ce iIi ng. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. 6X6 = 2X4^ 0-6-1 T 4-9-6 0-6-1 12-0-0 4X8(A2) 5X10(**) = 5X10(**) = 4X8(A2) = Lc2-0-0>J 6-5-0 3-4-4 6-1-8 9-9-4 12-10-0 11-6-12 5-11-12 3-4-4 6-5-0 T 2-6-8 '1^-7-121' 25-8-0 Over 2 Supports 9-11-0 12-10-0 9-11-0 R=1469 W=3.5" RL=85/-91 PLT TYP. WaveXR Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) R=1317 W=3.5" QTY:1 CA/-/3/1/-/R/-Scale =.275"/Ft. San Diego Co. Trass 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 "MRNING** TRUSSES REQUIRE EXTREME CARE iN FABRICATION, HANOLiNG, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUtLDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND TTCA (IRH)0 TRUSS COUNCIL Of AMERICA. 630O ENTERPRISE LANE. MADISON. «l 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PMraiLV ATTJWMEV RIOID CEILIMM. ••|>POIITMIT**FURMISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IT* BUILOING COMPONENTS GROUP. IHC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSS IN CONFORMANCE BITH TPI; OR FABRICATING, HANDLIIVG, SHIPPING, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS MITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFiPA) AMD TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA {W,H/SS/K) ASTM AS53 GRADE 40/60 (•, K/H,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THiS DESIGN, POSITION PER DRAWINGS 1G0A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPM-2002 SEC.3. A SEAL ON THiS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LDT OURTFAC. 44.0 PSF 1.25 SPACING 24.0" REF R6004- 37218 DATE 09/11/12 DRW CAUSR6004 12255002 CA-ENG LVT/CWC SEQN-87726 JREF- 1UPE6004Z01 [ALPINE][CBC201O/TP|.20O7][ATT25T4][45175/|] [Page 1] [TCLL 20.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0](NM 1][SOFFIT .....Bearings... [X-Loc] [React] [Size] ..... [ 0.00][ 1469][ -91h][0.29] [25.38]( 1317][0.29] EndPts MaxTen MaxConp 0 -3064 -2548 -2309 -47 -43 -2305 -2554 -3113 -391 -251 -3230 -423 -1399 -3092 -35 0 -430 -1225 -3132 -3 0 -472 -825 -37 -391 -251 -2359 -487 -487 -423 0-1 44 4-6 485 6-7 400 7-12 415 12-14 825 15-16 829 16-21 430 21 22 423 22 24 535 5 8 2S36 10 19 2359 11 17 487 20-23 2891 2-3 221 2-4 422 1 2 76 4 5 348 3 5 2830 25-26 107 24-25 466 25-27 1 23-24 337 23-26 2891 13 14 42 13 15 829 8 9 2836 9 10 2359 18 19 251 11-12 3230 16-17 3230 18-20 2891 EndPts MaxTen MaxCoeip 6- 9 163 -704 7- 9 673 0 18-21 709 -22 18-22 203 -768 Node X-Loc Y-Loc 0 -2 00 11.60 1 0 OO 12.26 2 0 15 12.23 3 0 15 12.19 4 0 74 12.51 5 0 81 12.15 6 6 34 14.38 1 9 70 15.50 8 9 92 12.19 9 9 92 12.19 10 9 92 12.19 11 11 93 16,24 12 11 93 16,24 13 12 83 16,54 14 12 83 16.54 IS 12 83 16.54 16 13 74 16.24 17 13 74 16.24 18 15 75 12.19 19 15 75 12.19 20 IS 75 12.19 21 15 97 15.50 22 19 32 14.38 23 24 SS 12.15 24 24 93 12.51 25 25 52 12.23 26 25 52 12.19 27 25 67 12.26 AXL 0.01 0.02 0.01 0.01 0.09 0.10 0.01 0.02 0.03 0.21 0.20 0.06 0.21 CSI I 0.14 0.2S 0.60 0.60 0,77 0.76 0.63 0.63 0.16 0.57 0.37 0.10 0.58 Member 0.24 BND 0.13 0.26 0.59 0.59 0.68 0.66 0.62 0.62 0.13 0.36 0.17 0.03 0.36 —= Plate 0.03 0.20 •=-=Fictious MeMber.. '— Plate Member .. 0.20 0.36 0.56 5 •-. Plate Member .• 0.03 0.12 0.16 1 ..-.Fictlous Member.. —. Plate Member 0.20 0.35 0.55 5 ..-.Fictious Members .--.Fictious Member- ..-.Fictious Member. ..-.Fictious Member.. •.-.Fictious Member.. •.-.Fictious Member.^ ..-.Fictious Member. .-.Fictious Member. 5 Grade 6 OF-L #2(g) 6 DF-L «2(g) 6 DF-L »2<g) 6 DF-L #2(g) 6 DF-L #2(g) 5 DF-L #2(g) 6 DF-L »2(g) 6 OF-L #2(g) 6 DF-L #2(g) 4 DF-L #1&Bet.( 6 DF-L #1&Bet.( 4 DF-L #UBet.( 4 DF-L »1iBet.( .- PUTE MEMBER 6 OF-L »2(9) .- DF-L #2(g) .- PUTE MEMBER 4 DF-L fliBet.( .- PUTE MEMBER 6 DF-L »2(g) .- DF-L #2(g) PUTE MEMBER 4 DF-L mUBot.C DF-L »2(g) DF-L »2(g) .- OF-L «1l(Bet.( .- DF-L #HB.t,( .- OF-L #UBet,( .- OF-L »UB6t.( - DF-L (ItBet.( =- OF-L fUBet, ( Length 25,30 70,89 42,43 28,20 11,46 11,46 23,20 42,43 70.89 109.25 70.00 21.74 109.25 0.50 7.88 1.80 4.44 8.02 O.SO 7.86 1.80 4.44 8.02 O.OO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pitch 4.0O 4.00 4.00 4.00 4.00 -4.00 -4.00 -4.00 -4.00 0.05 -0.00 -0.00 -0,05 -Vert- S,66 -2.76 -60,15 -0,74 -Vert- -5 2.76 60,15 0.74 -Vert- -Vert- -Vert- -Vert- -Vert- -Uert- -Vert- -Vert- Brace Plywd Plywd Plywd Plywd Plywd Plywd PiyMd Plywd Pi,wd •120" •120" •120" •120" Plywd 0.0] [Attic Std.Ld.][OC 24.0O][OF 1.25][m 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.8 [y.l9.8][ 0%] 30 • 25.7 [y.l9.81[ 0%] 40 • 12.8 [y.19.8][100%J 40 • 25.7 [y.19.8][100»] 40 • 0.0 [,.19.8][100%] 20 • 25.7 [,. 6.4][ 0%] 40 • 15.8 [,.12.4][100%] 20 • 15.8 [,.12.4][ 0%] 1469,1 # Hor.R. 0.0# 1317.5 # Hor.R- 0.0# 30 PLF • 12,8 to 40 PLF • 0.0 to 40 PLF • 12.8 to 40 PLF • -2.0 to 20 PLF • 0 .0 to 40 PLF • 9.9 to 20 PLF • 9 ,9 to Brg.# 1 Vert.R. 8rg.» 2 Vert.R- .-.-.-.-.-[Rollar Pressed].-. [Attic 1st.UnBal.Ld.][0C 24.0O][0F 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.8 [y.l9.8][ 0%] 30 • 25.7 [y.19.8][ 0%] 40 • 12.8 [,.19.8][100%] 20 • 25.7 [,. 6.4][ 0%] 40 • 15.8 [y.l2.41[100%] 20 • 15.8 [y=12.4]( 0%] 1342.2 # Hor.R- 0.0» 931.0 » Hor.R. 0.0# 30 PLF • 12.8 to 40 PLF • -2.0 to 20 PLF • 0.0 to 40 PLF • 9 .9 to 20 PLF • 9.9 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. [Roi ier Pressed]. 66 Plywd [Attic 2nd.UnBaI,Ld.](OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 PLF • 12.8 to 40 PLF • 12.8 to 20 PLF • 0.0 to 40 PLF • 9.9 to 20 PLF • 9.9 to • Brg.# 1 Vert.R. 8rg.# 2 Vert.R. 30 • 12.8 [y.l9.81[ 0%] 30 • 25.7 [y=19.S][ 0»] 40 • 25.7 [y.19.S][100%] 20 • 25.7 [y. 6.4][ 0%] 40 • 15.8 [y.l2.41[100%] 20 • 15.8 [y.12.4][ 0%] 999.0 # Hor.R. -0.0# 1194.2 # Hor.R. -0,0# AXL GLC S Grade Length 0.16 2 4 OF-L flJiBet 44.55 0.09 2 4 DF-L #l»Bet 36.42 0.09 3 4 DF-L #UBet 36.42 0.17 3 4 DF-L #1SBet 44,55 Brace Plate 2X4 3X6 Cq JSI Method defiY(L) d«flY(T) dxL dxT 0.00 L/999 0.00 L/999 0.00 0.00 [Roiler Pressed]. [Attic Dead Load Ld.][0C 24.00][DF 1.00][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.8 [y.19.S]( 0%] 30 • 25.7 [y.l9.8][ 0%] 20 • 25.7 [y. 6.41[ 0%] 40 • 15.8 [,.12.41(100%] 20 • 15.8 (y.l2.4][ 0%] 872.1 # Hor.R- 0.0# 807.8 # Hor.R. -0.0# 30 PLF • 12.8 to 20 PLF • 0.0 to 40 PLF • 9.9 to 20 PLF • 9.9 to Brg.# 1 Vert.R. Brg.f 2 Vert.R. [Roller Pressed].-=-=-=-=-=-= [CBC pass »2][0C 24.00](OF 1.25][NM 1] Repetitive Factors Used: Yes SO 0 78 0.00 L/999 0,00 L/999 0.00 0.00 30 PLF • -2.0 to 30 • 12.8 [y.l9.8][ 0%] 0.01 L/999 0,04 L/999 0.00 0.02 30 PLF • 12.8 to 30 • 25.7 [y.l9.8][ 0%] 0.01 L/999 0.05 L/999 0.00 0.00 20 PLF • 0.0 to 20 • 9.9 [,. 6.4][ 0%] 80 0 53 N 0.14 L/999 0.47 L/646 0.04 0.14 20 PLF • 9.9 to 20 • 15.B [,. 6.4][ 0%] 80 0 65 H 0.17 L/999 0.59 L/517 0.04 0.16 20 PLF • 15.8 to 20 e 25.7 [,= 6.4][ 0%] 80 0 67 N 0.17 L/999 0.60 L/507 0.02 0.05 20 PLF • 0.0 to 20 • 9.9 [,. 6.4][100%1 0.10 L/999 0,34 L/S98 0,02 0.07 0.10 L/999 0,31 L/976 0.02 0.06 0.11 L/999 0,35 L/882 0.02 0.06 0.17 L/999 0,62 L/489 0.02 0.07 20 PLF • 9.9 to 20 PLF • 15.S to Brg.» 1 Vert.R. Brg.# 2 Vert.R. 20 • 15.8 [,. 6.4][100%] 20 • 25.7 [y. 6.4][100%] 953,8 # Hor,R. -0,0# 889,4 # Hor,R. -0,0# ..-.-[Roi ier Pressed].-.—=-.-.-.-.-=-=- [Partial Unbal, Lt][OC 24.00][DF 1.25](NM 1] Repetitive Factors Used: Yes 0%] 30 PLF • 12.S to 30 • 25.7 [y.19.8][ 0%] 40 PLF • " " ' 3X6 2X4 0.80 0.69 0.80 0.57 4X8(A2) 0.80 0.78 0.17 L/999 0.61 L/499 0.00 0.02 20 PLF • 0,0 0,14 L/999 0,49 L/627 0.01 0.03 40 PLF • 9.9 0.02 L/999 0.06 L/999 0.04 0.12 20 PLF • 9.9 0.01 L/999 0.05 L/999 0.03 0.10 Brg.» 1 Vert.R. - -— Brg.# 2 Vert.R. 0.00 L/999 O.OO L/999 0.04 0.12 . to 30 • to 30 • to 40 • to 40 • to 40 • to 20 • to 40 • to 20 • 0.0# -0.0# o%] 00%] 0%] 1147.6 # Hor.R. 1242.3 f Hor.R. .-[Roi ier Pressed].—.-.-.-.-.-.-=-.- [Partial Unbal. Rt][X 24.00][DF 1.251[NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.8 [,.19.S]( 0%] 30 • 25.7 [,.19.S][ 0%] 40 • 12.8 [,.19.8][100%] 40 • 15.8 [y.l9.8][10O%] 40 • 0.0 [y.l9.8][100%] 20 • 25.7 [y. 6.4] [ 0%] 40 • 15.8 [,.12.4][100%] 20 • 15.8 [,=12.4][ 0%] 1393.8 # Hor.R. 0.0# 996.1 I Hor.R. -0.0# 30 PLF • 12.8 to 40 PLF • 0.0 to 40 PLF • 12.8 to 40 PLF • -2.0 to 20 PLF • 0.0 to 40 PLF • 9.9 to 20 PLF • 9.9 to Brg.# 1 Vert.R- Brg.# 2 Vert.R. ..-[Roller Pressed).-=- [M«FRS ASCE Perp/L**](OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -2 PLF • 0.0 to -2 • 12.8 L [,.16.7][100%] 18 • 0.0 [y.19.8][ 0%] 23 • 0.0 L [y.l2.5][100%] 18 • 12.8 [y=19.S][ 0»] 18 • 25.7 [y.l9.al( 0%) -20 • 25.7 R [y.12.S][10O%] 12 • 25.7 [y. 6.4)[ 0%] 376.7 # Hor.R. -90.7# 186.6 # Hor.R. -0.0# 18 PLF • -2.0 to 23 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.8 to -20 PLF • 12.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. '-.-(Roller Pressed]. [MWFRS ASCE Perp/Lt-][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes 9 PLF • 0.0 to 9 • 12.8 L [,.16.7][10O%] 18 • 0.0 [y.l9.81[ 0%] 23 • 0.0 L [,.12.5] [100%] 18 • 12.8 [y.l9.8][ 0%] 18 • 25.7 [y.l9.8][ 0%] -9 • 25.7 R [y.l2.5][100%] 12 • 25.7 [,. 6.4][ 0%] 514.2 # Hor.R. -90.7# 324.1 I Hor.R. -0.0* 18 PLF • -2.0 to 23 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.8 to -9 PLF • 12.S to 12 PLF • 0.0 to Brg.» 1 Vert.R. Brg.» 2 Vert.R. .-.-.-.-.-[Roller Pressed].- [MWFRS ASCE Porp/L-*][OC 24.001[DF 1.33][NM 1] Repetitive Factors Used: Yes -18 PLF • 0.0 to -18 • 12.8 L (y.16.7][100%] 18 • 0.0 [y.19.8]( 0%] -33 • 0.0 L [y.12.5][100%] 18 • 12.8 [y.l9.8][ 0%] 18 • 25.7 (y.ig.SK 0%] -20 • 25.7 R [y.12.5](100%] •o 12 • 25.7 [,. 6.4][ 0%] 113.2 # Hor.R. 14.0# 136.1 # Hor.R. -0.0# 18 PLF • -2.0 to -33 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.S to -20 PLF • 12.S to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.» 2 Vert.R. -=-.-.-[Roi ler Pressed].-.—=-.-.-=-=-.-=-= [M«FRS ASCE Perp/L--][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -7 PLF • 0.0 to -7 • 12.8 L [,=16.7][100%] 18 PLF • -2.0 to IS • 0.0 [,.19.S][ 0»] -33 PLF • -2.0 to -33 • 0.0 L [,.12.5][100%] IS PLF • 0.0 to 18 • 12.8 [,=19.S][ OS] IS PLF • 12.8 to 18 • 25.7 (,.19.S][ 0%] -9 PLF • 12.8 to -9 • 25.7 R [y.12.5][100%] 12 PLF • 0.0 to 12 • 25.7 (,. 6.4][ 0%] Brg.# 1 Vert.R. 250.7 # Hor.R. 14.0* Brg.f 2 Vert.R. 273.6 # Hor.R. -0.0* =-=-=-=-.-(Rol ler Pressed].-.-.-.-=-=-=-=-.-=-= [MIFRS ASCE Perp/R»»l[0C 24.00)[DF 1.33][™i 1] Repetitive Factors Used: Yes -20 PLF • 0.0 to -20 • 12.8 L [,.16.7][100%] 18 PLF • -2.0 to 18 • 0.0 [y.19,S]( 0%] -14 • 0.0 L [,.12.5][100%] 18 • 12.8 [y.19.S]( 0%] 18 • 25.7 [y.19.S][ 0%] -2 • 25.7 R [,=12.51(100%) 12 • 25.7 [,= 6.4][ 0%] 196.9 » Hor.R. 84.6» 290.0 # Hor.R. -0.0» -14 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.8 to -2 PLF • 12.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.t 2 Vert.R. -[Roiler Pressed].-.-.-.-.-.-=-» [MKFRS ASCE Perp/R*-][0C 24.001[DF 1.33][NM 1] Repetitive Factors Used; Yes -9 PLF • 0.0 to -9 • 12.8 L [y=16.71[100»l 18 • 0.0 [,.19.8][ 0%] -14 • 0.0 L [y.12.5][100%] 18 • 12.8 (,.19.8]( 0%] 18 • 25.7 [,.19.81[ 0%] 9 • 25.7 R [,.12.5](100%] 12 • 25.7 [,. 6.4][ 0%] 334.4 « Hor.R. 84.6* 427.4 # Hor.R- -0.0# 18 PLF • -2.0 to -14 PIF • -2.0 to IS PLF • 0.0 to IS PLF • 12.8 to 9 PLF • 12.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. -[Roiler Pressed]. [M«FRS ASCE Perp/R-<][OC 24.00][DF 1.33](NM 1] Repetitive Fectors Used: Yes -20 PLF • 0.0 to -20 • 12.8 L (y.16.7][100%] 18 • 0.0 [,.19.8][ 0%] -14 • O.O L (,.12.51(100%] 18 • 12.8 [,=19.8][ 0%] 18 • 25.7 [y=19.8][ 0%] -18 • 25.7 R [y=12.51[100%] 12 • 25.7 [y. 6.4][ 0%] 141.3 # Hor.R. 17.8» 145.2 # Hor.R. -0.0# 18 PLF • -2.0 to -14 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.S to -18 PLF • 12.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. .-.-...-.-[Roi ler Pressed].-.-.-.-.-.-.—.-.-. [MHIFRS ASCE Perp/R-][OC 24.00](DF 1.33][NM 1] Repetitive Factors Used: Yes -9 PLF • 0.0 to -9 • 12.8 L (y.16.7][100%] 18 • 0.0 [,=19.8][ 0%] 14 • 0.0 L [,.12.5](100«] 18 • 12.8 [,.19.8][ 0%] 18 • 25.7 [,.19.81[ 0%1 -7 • 25.7 R (y.12.5][10O%] 12 • 25.7 [y= 6.4] [ 0%] 278.7 I Hor.R. 282.7 # Hor.R. 18 PLF • -2.0 to -14 PLF • -2.0 to 18 PLF • 0.0 to IS PLF • 12.8 to -7 PLF • 12.8 to 12 PLF • 0.0 to Brg.* 1 Vert.R. Brg.» 2 Vert.R. -[Roller Pressed]=-=-=-.-.-.- [IKFRS ASCE Parl*t][OC 24.00](DF 1.33] Repetitive Factors Used: Yes -10 PLF • 0.0 to -10 • 12.8 L [,.16 18 PLF • -2.0 to -5 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.8 to -10 PLF • 12.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. 0.0 (,.19.8 -5 • 0.0 L [y.12 18 • 12.8 [,=19.8 18 • 25.7 [y=19.8 10 • 25.7 R [,=12 12 • 25.7 (,. 6.4 281.5 # Hor.R. 3 252.9 # Hor.R. -0 -(Roi ler Pressed] [MWFRS ASCE Parl*-][OC 24.0O][DF 1.33] Repetitive Factors Used: Yes 1 PLF • 0.0 to 1 • 12.8 L [,.16 18 • 0.0 [,.19.8 -5 • 0.0 L [,.12 18 • 12.8 [y.19.8' 18 • 25.7 [,.19.8' 1 • 25.7 R [,-12 12 • 25.7 [,. 6.4 419.0 t Hor.R. 3 390.4 « Hor.R. -0 IS PLF • -2.0 to -5 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.8 to 1 PLF • 12.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. .-.-.-.-.-[Roi ler Pressed].-.- [MWFRS ASCE P«rl-t](OC 24.00][OF 1.33] Repetitive Factors Used: Yes -28 PLF • 0.0 to 18 PLF • -2.0 to -23 PLF • -2.0 to 18 PLF • 0.0 to 18 PLF • 12.8 to -28 PLF • 12.S to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. 12.8 L [,.16 18 • 0.0 (,.19.8' -23 • 0.0 L [,=12 18 • 12.8 [,-19.8 18 • 25.7 [,.19.S -28 • 25.7 R [y.l2 12 • 25.7 [,= 6.4 9.2 f Hor.R. 16 20.9 f Hor.R. -0 — [Roller Pressed].-.- (MWFRS ASCE Pari—][0C 24.00](DF 1.33] Repetitive Factors Used: Yes -18 PLF • 0.0 to -18 • 12.8 L [,.16 18 PLF • -2.0 to -23 PLF • -2.0 to IS PLF • 0.0 to 18 PLF • 12.8 to -18 PLF • 12.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. 0.0 [,.19.8 0.0 L [,.12 18 • 12.8 [y.lO.S IS • 25.7 [,.19.8 18 • 25.7 R [y.l2 12 • 25.7 (y= 6.4 146.7 f Hor.R. 15 Brg.f 2 Vert.R. 158.4 f Hor.R. -0 .-.-.-.-.-[Roi ier Pressed]. [CIC ASCE Wind Lt-«][OC 24.00][DF 1.33 Repetitive Factors Used: Yes -65 PLF • 12.S to -65 • 15.8 R [y.15 18 PLF • -2.0 to -75 PLF • -2.0 to 18 PLF • 0.0 to -41 PLF • 15.8 to IS PLF • 1.0 to -41 PLF • 1.0 to 18 PLF • 12.8 to 18 PLF • 15.8 to 12 PLF • 0.0 to -65 PLF • 0.0 to 18 • 0.0 (y.19.8 -75 • 0.0 L [y=12 IS • 1.0 [,=19.8 -41 • 25.7 R [y.l2 18 • 12.8 [y.l9.S -41 • 12.S L [y.l6 18 • 1S.S (y.l9.S 18 • 25.7 (y.19.8: 12 • 25.7 (y. 6.4 .65 • 1.0 L [,=12 .-=—.—[Roi ier Pressed] [CJC ASCE Wind Rt-*][0C 24.0O][0F 1.33; Repetitive Factors Used; Yes -65 PLF • 9.8 to -65 • 12.S L (y.l6 IS PLF • -2.0 to -65 PLF • 22.7 to 18 PLF • 9.8 to -41 PLF • -2.0 to 18 PLF • 12.8 to IS PLF • 22.7 to 12 PLF • 0.0 to 16 • 9.8 (,.19.8 65 • 25.7 R [y.12 18 • 12.8 [y.19.S -41 • 9.8 L (y=15 IB • 22.7 (y.19.8 18 • 25.7 [y.19.8 12 • 25.7 [y. 6.4 Ml 1] 7][100%] [ 0%] 5][100%] [ 0%] [ 0%] 5][10O%] [ 0%] If 0# i 1] 7][100%] [ 0%] 5][100«] [ 0%] [ 0%] 5][100%] [ 0%] If Of NM 1] 7][100%] [ 0%) 5][10O%] [ 0%] [ 0%] 5][100%] ( 0%] 4f Of NM 1] 7][100»] [ 0%] 5][100%] [ 0%] ( 0%] 5][100%] [ 0%1 4( Of [NM 1} 7][100%] ( 0%] 5][100%] [ 0%] 5][100%] [ 0%] 7][100%] [ 0%] [ 0%1 [ 0%] 8][100%] [NM 1] 7][100%] ( 0%] 5][100%] ( 0%] 7][100%] [ 0%] ( 0%] [ 0%] [ALPINE][CBC2010/TPI-2O07][ATT25T4][45175/|] [Page 2] -41 PLF • 12.8 to -41 • 22.7 R [,.13.5](100%) .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [CSC ASCE Wind Lt-][0C 24.00][DF 1.33][NM 1] Repetltive Factors Used Yes -54 PLF • 12.8 to -54 • 15.8 R [,.15.7][10O%] 18 PLF • -2.0 to 18 • 0.0 [,-19.8][ 0%] -75 PLF • -2.0 to -75 • 0.0 L (,=12.5][100%] IS PLF • 0.0 to 18 • 1.0 [,.19.8][ 0%] -31 PLF • 15.8 to -31 • 25.7 R [,.12.5](100%] 18 PLF • 1.0 to 18 • 12.8 [,.19.8][ 0%] -31 PLF • 1.0 to -31 • 12.8 L [,.16.71(100%] 18 PLF • 12.8 to 18 • 15.8 [,.19.8][ 0%] 18 PLF • 15.8 to 18 • 25.7 [,.19.8][ 0%] 12 PLF • 0.0 to 12 • 25.7 [,= 6.4] [ 0%] -54 PLF • 0.0 to -54 • 1.0 L [,=12.S][100%] =-.-=-.-=-[Rol ler Pressed]=-=-.-.-=-.-=-.-.-.- = [CSC ASCE Wind Rt—][0C 24.00][DF 1.33][Hli 1] Repetitive Factors Used; Yes -54 PLF • 9.8 to -54 • 12.8 L [,.16.7][100%] 18 • 9.S (y.19.S]( 0%] -54 » 25.7 R (y=12.5](100%] 18 • 12.8 [y.l9.8]( 0%] -31 • 9.8 L [,.15.7][100%] 18 • 22.7 [,.19.S][ 0%] 18 • 25.7 [,.19.S][ 0%] 12 • 25.7 [,. 6.4][ 0%] -31 • 22.7 R (,.13.5](10O%] IS PLF • -2.0 to -54 PLF • 22.7 to 18 PLF • 9.8 to -31 PLF • -2.0 to 18 PLF • 12.8 to 18 PLF • 22.7 to 12 PLF • 0.0 to -31 PLF • 12.8 to -(Roiler Pressed]. (KHCARLSB- - JACK8T4) THIS D«G PREPARED FROM COMPUTER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. In Iieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.15 8.00 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per CBC-10 section 1607A. Shim all supports to solid bearing. 0-6-1 0-5-13 4-6-1 12-0-0 3X4(Al) = R=128 2-0-0--8-0-0-0-1-9 -3-11-15- R=483 W=3.5" RL=128/-50 PLT TYP. WaveXR San Diego Co, Truss 619-286-8787 7462 Mission Gorge Rd,, San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 12-0-0 Over 4 Supports Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03 "nMIIK** TRUSSES REQUIRE EXTREME CARE IN FABRrCATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSt (.ammiMS COWPOKEHT SAFETX IMFtlRWMtOHi, PUM.\SI\tO TPt OWJSS P\.Mt IMSTMUTE. 21* MORTH LEE STREET. SUITE 312, ALEXANDRIA. VA. 22314) AND VTCA (lOOD TRUSS COUNCIL OF AMERICA, 6300 EHTERPRISE LANE, MADISON. «l 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE il PUPCRLV ATTACHED RIOID CEILIMO. ••IBPOKTAIIT* •FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDIMG COMPONENTS GROUP. IMC. SHALL MOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OH FABRICATING. HANDLING, SHIPPING, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 <«. K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AMY BUILDINC IS THE RESPONSIBILITY OF TME BUILDING DESIGNER PER ANSI/TPI 1 SEC. Z. QTY:1 CA/-/3/1/-/R/-Scale =.4375'/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37219 DATE 09/11/12 DRW CAUSR6004 12255CH)3 CA-ENG LVT/CWC SEQN-87730 JREF- 1UPE6004Z01 [AUPINEUCBC2010/TT'l-20071[JACK8T4U45175/n [Page 1] [TCUL 20.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25][0C 24,0][NM 1][S0FFIT ««*==Bearings"= [X-Loc] [React] [Size] »--«- [ 0.00][ 483][ 249h][0.29] [ 8.00][ 128][0.13] [ 8.0VU 540][0.13] Brace Plywd Plywd Plywd • 75" Plywd [12.00][ 84][0.13] EndPts MaxTen MaxCoflip AXL BND CSI GLC S Grade Length Pitch 0- 1 44 0 0.01 0.13 0.14 1 6 DF-L t2(g) 25.30 4.00 4- 7 98 -172 0.00 0.33 0.33 1 6 DF-L #2(g) 92.69 4.00 7- 8 27 -73 0.00 0.30 0.30 1 6 DF-L »2<g) 49.74 4.00 5- 6 0 0 0.00 0.31 0.31 2 4 DF-L #UBet.( 86.25 -0.00 2- 3 101 -474 Piate Member --PLATE MEMBER 0.50 -Vert- 2- 4 0 -199 0.00 0.14 0.14 2 6 DF-L #2(g) 7.88 5.66 1- 2 88 -35 -=-=Fictious Meinber=-=-OF-L #2(g) 1.80 -2.76 4- 5 331 0 - - - Plate Member -PLATE MEMBER 4.44 -60.15 3- 5 0 -75 0.00 0.16 0.16 2 4 OF-L »1«Bot.( 8.02 -0.74 EntlPts MaxTen MaxCoiiip AXL GLC S Grade Length Brace Node X-Loc Y-Loc Piate Cq JSI 0 -2.00 11.60 1 0.00 12.26 2 Q.15 12.23 3 0.15 12.19 3X4(A1) O.S ) 0.1 4 0.74 12.51 0.81 12.15 e S.OO 12.15 7 8.07 14.95 8 12.00 16.26 deflY(T) 0.00 L/999 dxL 0.00 dxT 0.00 0.00 L/999 0.01 L/999 0.02 L/999 0.00 L/999 0.00 L/999 0.00 L/777 0.00 L/999 0.05 L/999 0.06 L/999 0.00 L/999 0.00 L/999 0.00 L/7?? 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.01 0.01 0.0] (STD.AUTO.LOAD][OC 24.0O][DF 1.25](l« 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.0 [y-19.5][ 0%] 20 PLF • 0.0 to 20 • 8.0 [y> 6.4][ 0»] 40 PLF • -2.0 to 40 • 12.0 [y=19.5][100%] Brg.# 1 Vert.Rs 479.8 # Hor.R. -0.0* Brg.» 2 Vort.R= 70.3 # Hor.R= -0.0# Srg.» 3 Vert.R. 539.9 # Hor.R. -O.Of Srg.» 4 Vert.R. 43.2 # Hor.R. -0.0» .....-.-.-[Roi ler Pressed]»-.-=-.—.-.-=-=-=-. [CBC pass #2][0C 24.00][DF 1.251[NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.0 [y.l9.5][ 0»J 20 PLF • 0.0 to 20 • 8.0 (y 6.4][ 0»] 20 PLF • 0.0 to 20 • 8.0 [y. 6.4] [100%] Brg.» 1 Vert.R. 324.1 # Hor.R. -0.0# Brg.f 2 Vert.R. 127.7 » Hor.R. -0.0# Brg.» 3 Vert.R. 279.7 * Hor.R. -0.0# 8rg.# 4 Vert.R. 1.7 # Hor.R. -0.0* B-=-.-«-=-[Rol ler Pressed]=-=-=-=-=-=-=-a-.-.-= [Partial Unbal. Lt][OC 24.001[DF 1.25][NM 1] Re^titiva Factors Used: Yes 30 PLF • -2.0 to 30 • 12.0 (y.l9.5][ 0%] 20 PLF • 0.0 to 20 • 8.0 [y. 6.4][ 0%] 40 PLF • 8.1 to 40 • 12.0 [y.19.5][100%] Brg.» 1 Vert.R. 244.4 # Hor.R. -0.0» Brg.# 2 Vert.R. 65.2 # Hor.R. -0.0# Brg.J 3 Vert.R. 336.6 I Hor.R. -0.0* Brg.# 4 Vert.R. 84.3 # Hor.R. -0.0# =-=-=-=-.-[Roi ier Pressed]=-=-=-=-=-=-=-=-=-=-= (Partial Unbal. Rt][K 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 12.0 [y.19.5][ 0%] 20 PLF • 0.0 to 20 • 8.0 (y. 6.4][ 0%] 40 PLF • -2.0 to 40 * 8.1 [y=19.5][100%] Brg.# 1 Vert.R. 483.1 # Hor.R. -0.0# Brg.K 2 Vert.R. 70.7 # Hor.R. -0.0« Brg.# 3 Vert.R. 451.0 # Hor.R. 0.0# Brg.# 4 Vert.R. -28.9 # Hor.R. -0.0# • -.-.-.-.-[Roi ier Pressed].-.-=-•-.-.-.-=-=-.-. [MKFRS ASCE Perp/L**][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -2 PLF • 0.0 to -2 • 12.0 L (y.16.5][100%] IS PLF • -2.0 to 18 • 0.0 [y=19.5]( 0»] 18 PLF • 0.0 to IS • 12.0 [y=19.5][ 0%] 23 PLF • -2.0 to 23 • O.O L (y.12.5][100%] 12 PLF • 0.0 to 12 • 8.0 [y. 6.4][ 0%] Brg.# 1 Vert.R. 199.3 # Hor.R. -6.9# Brg.» 2 Vert.R. 37.6 # Hor.R. -0.0* Brg.# 3 Vert.R. 118.1 « Hor.R. 0.0* Brg.# 4 Vert.R. 9.4 # Hor.R. -0.0* =-=-=-=-=-(Roller Pressedl=-=-=-=-=-=-=-.-=-=-= [MWFRS ASCE Perp/L»-](OC 24.0O][DF 1.33][NM 1] Repetitive Factors Used: Yes 9 PLF • 0.0 to 9 • 12.0 L [y.16.5][100%] 18 PLF • -2.0 to 18 • 0.0 [y.19.5][ 0%] 18 PLF • 0.0 to 18 • 12.0 [y.19.5]( 0%] 23 PLF • -2.0 to 23 • 0.0 L [y.l2.5][100%] 12 PLF • 0.0 to 12 • 8.0 [y= 6.4][ 0%] Brg.# 1 Vert.R. 224.5 # Hor.R. -49.7# Brg.f 2 Vert.R. 39.8 * Hor.R. -0.0* Brg.f 3 Vert.R. 212.1 * Hor.R. 0.0* Brg.f 4 Vert.R. 16.5 * Hor.R. -0.0* .-.-.-.-.-[Roiler Pressed].-.-.-.-.-.-.-.-.-.-. [««FRS ASCE PBrp/L-t][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -18 PLF • 0.0 to -IS • 12.0 L [y=16.5][100%] 18 PLF • -2.0 to 18 • 0.0 (y.l9.5][ 0%] 18 PLF • 0.0 to 18 # 12.0 [y.19.5][ 0%] -33 PLF • -2.0 to -33 • 0.0 L (y.12.5][100%] 12 PLF • 0.0 to 12 • 8.0 [y. 6.4]( 0%] Brg.f 1 Vert.R. 28.2 * Hor.R. 93.4f Brg.f 2 Vert.R. 37.5 * Hor.R. -O.Of Brg.f 3 Vert.R. 7.4 » Hor.R. -0.0* Brg.f 4 Vert.R. -9.5 # Hor.R= -0.0* =-=-=-=-.-[Roi ler Pressed].-=-.-=-.-.-=-=-=-=-= [MIIFRS ASCE Perp/L--] [OC 24.00] [DF 1.33][N)I 1] Repetitive Factors Used: Yes -7 PLF • 0.0 to -7 • 12.0 L [y.16.5][100%] IS PLF • -2.0 to IS • 0.0 [y.l9.5][ 0%] IS PLF • 0.0 to IS • 12.0 iy.l9.5][ 0%) -33 PLF • -2.0 to -33 • 0.0 L (y=12.5](100%l 12 PLF • 0.0 to 12 • 8.0 [y= 6.4][ 0%] Brg.* 1 Vert.R. 53.4 ft Hor.R. 50.6* Brg.f 2 Vert.R. 39.7 * Hor.R. -O.Of Brg.f 3 Vert.R. 101.3 f Hor.R. -O.Of Brg.f 4 Vert.R. -2.4 # Hor.R. O.Of .-.-.-.-.-[ROI ier Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Perp/Rtt][OC 24.00][0F 1.33][NM 1] Repetitive Factors Used: Yes -20 PLF • 0.0 to -20 • 12.0 L [y.l6.5][100%] 18 PLF • -2.0 to 18 • 0.0 [y=19.5]( 0%] 18 PLF • 0.0 to 18 • 12.0 [y19.51( 0%] -14 PLF • -2.0 to -14 • 0.0 L [y.l2.5][100%] 12 PLF • 0.0 to 12 • 8.0 (y. 6.4][ 0%] Brg.f 1 Vert.R. 67.7 * Hor.R- S8.6* Brg.* 2 Vert.R. 36,1 # Hor,R. -0,0* Brg,f 3 Vert,R= -17,8 f Hor,R= -0,0* Brg.f 4 Vert.R= -8.0 f Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-=-.-. [MWFRS ASCE Perp/Rt-][OC 24.0O][DF 1.33][NM 1] Repetitive Factors Used; Yes -9 PLF • 0.0 to -9 • 12.0 L [y.16.5][100%] 18 PLF • -2.0 to 18 • 0.0 [y.l9.5][ 0%] 18 PLF • 0.0 to 18 • 12.0 [y.l9.5][ 0%] -14 PLF • -2.0 to -14 • 0.0 L (y.12.5][100%] 12 PLF • 0.0 to 12 • 8.0 [y= 6.4][ 0%] Brg.f 1 Vert.R. 92.9 * Hor.R. 45.Sf Brg.f 2 Vert.R. 38.3 # Hor.R. -0.0* Brg.* 3 Vert.R. 76.1 * Hor.R. 0.0* Brg.* 4 Vert.R. -0,9 * Hor.R. 0.0* =-.-=-.-=-[Rol (er Pressed]^-.-.-.-=-=-.-.-=-.-= [MWFRS ASCE Perp/R-»][OC 24.0O][DF 1.33][I<M 1] Repetitive Factors Used: Yes -20 PLF • 0.0 to -20 • 12.0 L [y=16.5][100%] IS PLF • -2.0 to 18 • 0.0 (y.l9.5][ 0%] 18 PLF • 0.0 to 18 • 12.0 [y.19.5][ 0%] -14 PLF • -2.0 to -14 • 0.0 L (y.12.5)[100%] 12 PLF • 0.0 to 12 • S.O [y. 6.4][ 0%] Brg.f 1 Vert.R. 67.7 * Hor.R= 88.6* Brg.f 2 Vert.R. 36.1 f Hor.R= -O.Of Brg.f 3 Vert.R. -17.8 f Hor.R. -0.0* 8rg.# 4 Vert.R= -8.0 f Hor.R. -O.Of .-=-.-.-.-[Rol ier Pressed].-*-.-.-.-.-.-.-.-.-. [MWFRS ASCE Perp/R-][OC 24.0O](DF 1.33][NM 1] Repetitive Factors Used: Yes -9 PLF • 0.0 to -9 • 12.0 L (y.l6.5][100%] 18 PLF • -2.0 to 18 • 0.0 [y.19.5][ 0%] 18 PLF • 0.0 to 18 « 12.0 [y.19.51[ 0%] -14 PLF • -2.0 to -14 » 0.0 L (y.12.5][100%] 12 PLF » 0.0 to 12 » 8.0 [y. 6.4][ 0%] Brg.f 1 Vert.R. 92.9 f Hor.R. 45.S* Brg.* 2 Vert.R. 38.3 * Hor.R= -0.0* Brg.f 3 Vert.R. 76.1 * Hor.R. O.Of Brg.f 4 Vert.R. -0.9 f Hor.R. 0.0* .-.-.-.-..[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. (IWFRS ASCE Parl*t][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -10 PLF • 0.0 to -10 • 12.0 L [y.16.5][100%] 18 PLF • -2.0 to 18 • 0.0 [y=19.5][ 0%] 18 PLF • 0.0 to IS • 12.0 [y.l9.5][ 0%] -5 PLF • -2.0 to -5 » 0.0 L [y.12.5)[100%] 12 PLF • 0.0 to 12 • 8.0 [y. 6.4][ 0%] Brg.f 1 Vert.R. 114.4 f Hor.R. 42.7* Brg.* 2 Vert.R. 37.6 f Hor.R. -0.0* Brg.# 3 Vert.R= 63.8 f Hor.R. -0.0* Brg.» 4 Vert.R. 0.1 * Hor.R. -0.0* - - (Roi ler Pressed]=-=-.-.-.-=-.-.-=-=-= [MWFRS ASCE ParU-](0C 24.00J(0F 1.331[W 1] Repetitive Factors Used: Yes 1 PLF • 0.0 to 1 • 12.0 L [y.16.5][100%] 18 PLF • -2.0 to 18 • 0.0 [y.l9.5][ 0%] 18 PLF • 0.0 to 18 • 12.0 [y.19.5][ 0%] -5 PLF « -2.0 to -5 • 0.0 L (y.12.5][100%] 12 PLF • 0.0 to 12 • S.O [y. 6.4][ 0%] Brg.* 1 Vert.R. 139.6 f Hor.R. -O.lf Brg.f 2 Vert.R. 39.8 f Hor.R. -O.Of Brg.f 3 Vert.R. 157.S f Hor.R. -O.Of Brg.* 4 Vert.R. 7.2 * Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Parl-»][OC 24.0O][0F 1.33][NM 1] Repetitive Factors Used: Yas -28 PLF • 0.0 to -28 • 12.0 L [y=16.5] [100%] 18 PLF • -2.0 to IB • 0.0 [j.l9.51[ 0%] 18 PLF • 0.0 to 18 • 12.0 [y.19.5][ 0»] -23 PLF • -2.0 to -23 • 0.0 L [y.12.5][100%] 12 PLF • 0.0 to 12 • 8.0 [y. 6.4][ 0%] Brg.f 1 Vert.R. 27.9 f Hor.R. 127.8f Brg.* 2 Vert.R. 34.8 f Hor.R. -O.Of Brg.f 3 Vert.R. -87.4 * Hor.R. 0.0* Brg.* 4 Vert.R. -14.9 * Hor.R. O.Of .-.-=-=-=-[Roi ler Pressed].-.-.-.-.-=-=-=-.-=-= (MWFRS ASCE Pari—][0C 24.00](DF 1.33][NH 1] Repetitive Factors Used: Yes -18 PLF • 0.0 to -IS • 12.0 L (y.16.5][100%] IS PLF » -2.0 to IS • 0.0 [y.19.5][ 0%] 18 PLF » 0.0 to 18 • 12.0 [y.l9.5]( 0%] -23 PLF » -2.0 to -23 • 0.0 L [y.12.5][100%] 12 PLF « 0.0 to 12 • 8.0 [y. 6.4]( 0%] Brg.f 1 Vert.R. 53.1 f Hor.R. 85.Of Brg.f 2 Vert.R. 37.0 f Hor.R. -0.0* Brg.f 3 Vert.R. 6.6 f Hor.R. -O.Of Brg.f 4 Vert.R. -7.7 * Hor.R. -O.Of ...-.-.-.-[Roi ler Pressed].-. [C»C ASCE Wind Lt-*][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: No -46 PLF • 1.0 to -46 • 12.0 L [y.16.5][100%] 18 PLF » -2.0 to 18 • 0.0 [y=19.5]( 0%] -71 PLF » 0.0 to -71 • 1.0 L (y.12.8][100%] 18 PLF • 0.0 to 18 • 1.0 [y.l9.5][ 0%] IS PLF • 1.0 to 18 • 12.0 [y.l9.5][ 0%] 12 PLF » 0.0 to 12 • 8.0 (y. 6.4][ 0%] -86 PLF • -2.0 to -86 • 0.0 L [y.12.5] [100%] .-.-.-.-=-[Roi ler Press6d]=-=-.-.-=-=-=-=-.-=-. [CSC ASCE Wind Rt-«][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: No -46 PLF » -2.0 to -46 • 9.0 L [y.15.5][100%] IS PLF • -2.0 to IS • 9.0 [y.l9.5][ 0%] 18 PLF » 9.0 to IS t 12.0 [y.19.5][ 0%] 12 PLF » 0.0 to 12* S.O [y. 6.4][ 0%] -71 PLF • 9.0 to -71 • 12.0 L [y.16.5][100%] =-=-=-.-..[Roi ler Pressed]=-=-=-=-.-=-=-= [CSC ASCE Wind Lt--][OC 24.0O][DF 1,33][NM 1] Repetitive Factors Used: No -35 PLF • 1.0 to -35 • 12.0 L [y.16.5][100%] 18 PLF • -2.0 to 18 • 0.0 (y.l9.5][ 0%] -60 PLF • 0.0 to -60 • 1.0 L [y-12.S](100%] 18 PLF » 0.0 to 18* 1.0[y.19.5][ 0%] 18 PLF • 1.0 to 18 • 12.0 (y=19.51( 0%] 12 PLF • 0.0 to 12 • 8.0 [y. 6.4][ 0%] -86 PLF • -2.0 to -86 • 0.0 L [y.12.5][100%] .-.-.-.-.-[Roiler Pressed].-.-.-=-.-.-=-. [CJC ASCE Wind Rt--][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: No -35 PLF • -2.0 to -35 • 9.0 L [y.15.5][100%] 18 PLF » -2.0 to 18 • 9.0 [y.l9.5][ 0%] 18 PLF • 9.0 to 18 • 12.0 [y=19.5][ 0%] 12 PLF • 0.0 to 12 • 8.0 [y. 6.4][ 0%] -60 PLF • 9.0 to -60 • 12.0 L [y=16.5][100%] . .-.-[Roi ler Pressed].-.—.-.-.-.-.-.-=-• (KHCARLSB- - JACK10T4) THIS EWG PREPARED FROIII COMPUTER INPUT (LOADS it DIMEMSIONS) SUBMITTED BV TRUSS MFR. Top Chord 2x6 DF-L #2(g) Bot Chord 2x6 DF-L #2(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. In Iieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START{FT) END(FT) BC 75 0.15 10.00 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. 90 mph wind, 16.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Shim all supports to solid bearing. R=241 U=49 W=1.5" 0-6-1 _L T 0-5-13 _L R=51 U=7 R=323 U=66 W=1.5" 0-0-4 19-4-4 18-0-4 16-8-4 15-4-4 R=214 U=39 W=1.5" R=625 U=109 W=1.5" 12-0-0 4X4(Al) = R=175 3-0-0--10-0-0-0-1-9 -3-11-15--4-0-0--4-0-0-•O-OsJ 24-0-0 Over 7 Supports• R=651 W=3.5" RL=258/-49 PLT TYP. Wave\R San Diego Co. Trass 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Components Group, Inc. Satiainento,CA95«l« Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04.061 "MRNIIK** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREE1, SUITE 312, ALEXANDRIA. VA. 22314) AW WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LANE, MADISON. Wl 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AMD BOTTOM CHORD SHALL HAVE Jl PSOKRLV ATTACIIED RIOID CEILIM. IVORTAMT**FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILOING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/SS/K) ASTM A6S3 GRADE 40/60 <W, K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-Z002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDIMG DESIGNER PER ANSI/TPI 1 SEC. 2. QTY:1 CA/-/3/1/-/R/-Scale =.275"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37220 DATE 09/11/12 DRW CAUSR6(X)4 12255004 CA-ENG LVT/CWC SEQN- 88028 JREF- 1UPE6004Z01 [ALPINEl[CBC201O/TPI-20O7](JACK10T4][45175/|] [Paga 1] [TCLL 20.0][TC0L 14.0][BCDL 10.0][BCLL 0.0](0F 1.25](0C 24.0][NM 1][S0FFIT .....Bearings... [X-Loc] [React] [Size] ..... [ 0.00]( 651][ 410h][0.29] (10.00][ [14.00][ [24.00][ 214][0.13] 51][0.13] 175][0.13] [10.01][ 625][0.13] [IB.OOK 3231(0.13] [22.00]( 2411(0.13] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch 0- 1 66 0 0.01 0.30 0.30 1 6 DF-L f2(g) 37 95 4.00 4- 7 112 -320 0.00 0.39 0.39 6 6 DF-L f2(g) 111 66 4.00 7- 9 9 -200 0.00 0.46 0.46 8 6 DF-L f2(g) 37 44 4.0O 10-11 28 -183 0.00 0.05 0.06 3 6 DF-L f2(g) 13 09 4.00 11-12 53 -156 0.00 0.09 0.09 10 6 DF-L f2(g) 50 60 4.00 12-13 43 -92 0.00 0.09 0.09 10 6 DF-L f2(g) 50 60 4.00 13-14 16 -33 0.00 0.05 0.05 7 6 DF-L f2(g) 24 51 4.00 5- 6 0 0 0.00 0.36 0.36 2 6 DF-L f2(g) 104 25 -0.00 2- 3 157 -494 Plate lember PUTE MEMBER 0 50 -Vert- 2- 4 0 -352 0.00 0.24 0.24 4 6 DF-L f2(g) 13 92 4.23 1- 2 44 0 -.-sFictious Meinber.-.-DF-L f2(g) 1 78 2.26 4- 5 176 -68 Plate lember =-=-PLATE MEMBER 5 43 -73.95 3- 5 13 -28 0.00 0.15 0.15 4 6 DF-L »2(g) 14 00 -0.20 S- 9 183 -9 -.-.Fictious Mentier.-.-OF-L *2(g) 0 00 -Vort- 8-10 9 -183 -.-.Fictious Menber.-.-OF-L *2(g) 0 OO -Vert- EndPts MaxTen MaxComp AXL CLC S Grade Length Brace Braca Plywd Plywd Plywd Plywd Plywd Plywd Plywd w 75" Plywd 0.0] [STD.AUTO.LOADHOC 24.00] [DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 [y-23.5][ D%] 20 PLF • 0.0 to 20 • 10.0 [y= 6.0][ 0%] 40 PLF • -3.0 to 40 • 24.0 [y=23.5][100%] Brg.# 1 Vert.R^ 649.5 # Hor.R= -0.0# Brg.# 2 Vert.R= 104.3 # Hor.R= -0.0# Brg.# 3 Vert.R« 617.5 # Hor.R- -0.0# Brg.# 4 Vert.R- 124.6 # Hor.R- -0.0# Brg.# 5 Vert.R- 321.3 # Hor.R. 0.0# Brg.# 6 Vert.R- 224.1 # Hor.R- 0.0# Brg.# 7 Vert.Ra 35.5 # Hor.R- 0.0# —=-=-=-=-[Rol ler PressGd]=-=-=—=-=-=-=-=-=- [CBC pass #2][0C 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -3.0 to 30 • 13.0 [y=23.5][ 30 PLF • 13.0 to 30 • 24.0 [y-23.5][ 20 PLF • 0.0 to 20 t 10.0 [y- 6.0][ 0%] 0%] 0%] 20 PLF • 0.0 to 20 • 10.0 [y= 6.0][100%] Node X-Loc Y-Loc 0 -3 00 11 26 1 0 00 12 26 2 0 15 12 29 3 0 15 12 25 4 1 24 12 68 5 1 31 12 23 6 10 00 12 23 7 10 07 15 62 8 13 03 16 60 9 13 03 16 60 10 13 03 16 60 11 14 06 16 95 12 18 06 18 2S 13 22 06 19 62 14 24 00 20 26 Cq JSI Method defi¥(L) defiV{T) dxL OxT 0.01 L/999 0.03 L/999 0.00 0.01 • 75" Brg.* 1 Vert.R. Brg.* 2 Vert.R. Brg.* 3 Vert.R. Brg.f 4 Vert.R. Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.f 7 Vert.R. 4X4(A1) 0.80 0.27 0.80 0.45 N 0.00 L/999 0.00 L/999 0.00 0.03 L/999 0.10 L/999 0.01 0.03 L/999 o.n L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 427.4 f Hor.R. -0.0* 175.4 * Hor.R. -0.0* 320.2 f Hor.R. -0.0* 21.5 f Hor.R. -O.Of 143.5 f Hor.R. O.Of 93.3 * Hor.R. 0.0* 15.6 * Hor.R. -0.0* [Rol ler Pressed] =-=-.-.-.-.-.-=-=-.- [Partial Unhal. Lt][OC 24.00][DF 1.25](NM 1] Repetitive Factors Used: Yes 0.00 30 PLF • -3.0 to 30 • 24.0 [y.23.5][ OK] 0.04 20 PLF • 0.0 to 20 • 10.0 [y. 6.0][ 0»] 0.00 40 PLF • 10.1 to 40 • 24.0 [y.23.5](100%] O.OO L/999 0.00 L/999 0.00 L/999 0.00 L/??? 0.00 L/999 0.00 L/999 0.00 L/999 O.OO L/777 0.00 0.00 0.00 0.00 0.00 Brg.f 1 Vert.R. 0.01 Brg.f 2 Vert.R. Brg.f 3 Vert.R. Brg.f 4 Vert.R. Brg.f 5 Vert.R. 0.01 Brg.f 6 Vert.R. 0.01 Brg.f 7 Vert.R. 0.01 0.01 329.5 f Hor.R. -O.Of 91.7 f Hor.R. -O.Of 354.3 f Hor.R. O.Of 214.1 f Hor.R. -O.Of 301.3 f Hor.R. O.Of 229.5 » Hor.R. 0.0* 33.8 * Hor.R. 0.0* [Rol ier Pressed].-.-.-.-=-. [Partial Unbal. Rt](OC 24.0O][DF 1.251[NM 1] Repetitive Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 [y.23.5][ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0][ 0%] 40 PLF • -3.0 to 40 • 10.1 [y.23.5][100%] Brg.* 1 Vert.R. Brg.» 2 Vert.R. Brg.f 3 Vert.R. Brg.f 4 Vert.R. Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.f 7 Vert.R. -O.Of -0.0* -0.0* 0.0* 0.0* 0.0* -0.0* 651.2 * Hor.R. 104.8 f Hor.R. 546.6 » Hor.R. -48.0 * Hor.R. 159.0 * Hor.R. 89.1 * Hor.R. 16.9 * Hor.R. = -.-[Rol ler Pressed].-.-.-.-=-=-=- [Partial Unbal. Lt1][0C 24.0O][DF 1.25](NM 1] Repetitive Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 [y.23.51[ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0][ 0%] 40 PLF • 14.1 to 40 • 24.0 [y=23.5][100%] Brg.f 1 Vert.R. 331.5 * Hor.R. -0.0* Brg.* 2 Vert.R. 92.3 * Hor.R. -0.0* Brg.* 3 Vert.R. 275.8 * Hor.R. 0.0* 119.1 « Hor.R. 314.9 » Hor.R. 225.S « Hor.R. 35.0 * Hor.R. -=-=-.-.-[Roi ier Pressed].- [Partial Unbal. Rt1][0C 24.00][DF 1.25][NM 1] Repet i t i ve Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 (y.23.5][ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0]( 0%] 40 PLF • -3.0 to 40 • 14.1 [y=23.5][100%] Brg.* 4 Vert.R. Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.f 7 Vert.R. -O.Of O.Of O.Of -O.Of 649.2 f Hor.R. 104.2 f Hor.R. 625.0 * Hor.R. 47.0 f Hor.R. 145.4 * Hor.R. 92.7 * Hor.R. 15.8 * Hor.R. .-.-[Roiler Pressed].-.-.-—.-=-.-. (Partial Unoai. Lt2][OC 24.0O][DF 1.25][NM 1] Repetitive Factors Used; Yes 30 PLF • -3.0 to 30 • 24.0 [y.23.5][ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0][ 0%] 40 PLF • 18.1 to 40 • 24.0 [y=23.5][100%] Brg.f 1 Vert.R. Brg.f 2 Vert.R. Brg.f 3 Vert.R. Brg.f 4 Vert.R. Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.# 7 Vert.R. -0.0* -O.Of -O.Of -O.Of 0.0* 0.0* 0.0* Brg.f 1 Vert.R. Brg.f 2 Vert.R. Brg.# 3 Vert.R. Brg.* 4 Vert.R. Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.f 7 Vert.R. 331.0 # Hor.R. -0.0* 92.2 * Hor.R. -0.0* 285.3 » Hor.R. -0.0* 30.7 f Hor.R. 0.0* 223.9 * Hor.R. O.Of 240.9 f Hor.R. O.Of 30.4 * Hor.R. 0.0* .-.-.-[Rol ier Pressed].-.-.-=-=-=-.- [Partial Unbal. Rt2][OC 24.00](DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 (y.23.5][ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0] [ 0%] 40 PLF « -3.0 to 40 • 18.1 (y.23.5](100%) Brg.* 1 Vert.R. 649.6 f Hor.R. -O.Of Brg.f 2 Vert.R. 104.4 f Hor.R. -O.Of Brg.f 3 Vert.R. 615.6 f Hor.R. O.Of Brg.f 4 Vert.R. 135.4 * Hor.R. 0.0* Brg.f 5 Vert.R. 236.5 * Hor.R. -0.0* Brg.* 6 Vert.R. 77.7 # Hor.R. 0.0* Brg.* 7 Vert.R. 20.4 * Hor.R. 0.0* .-=-.-=-.-[Roi ler Pressed].-=-.-.-.-=-. [Partial Unbal. Lt3][OC 24.00][DF 1.25](NM 1] Repetitive Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 [y.23.5][ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0] [ 0%] 40 PLF • 22.1 to 40 • 24.0 iy.23.5][100%] Brg.f 1 Vert.R. Brg.* 2 Vert.R. Brg.* 3 Vert.R. Brg.* 4 Vert.R. Brg.* 5 Vert.R. Brg.* 6 Vert.R. Brg.f 7 Vert.R. 331.1 f Hor.R. -0.0* 92.2 * Hor.R. -0.0* 283.3 f Hor.R. -0.0* 41.9 » Hor.R. -0.0* 136.8 * Hor.R. 0.0* 138.0 » Hor.R. 0.0* 51.0 * Hor.R. -0.0* .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-=-.-.-.-=- [Partial Unbal. Rt3][0C 24.0O](DF 1.25][NM 1] Repet i t i ve Factors Used: Yes 30 PLF • -3.0 to 30 • 24.0 [y.23.5][ 0%] 20 PLF • 0.0 to 20 • 10.0 [y. 6.0][ 0%] 40 PLF • -3.0 to 40 • 22.1 [y.23.5] [100%] Brg.* 1 Vert.R. 649.5 f Hor.R. -0.0* Brg.* 2 Vert.R. 104.3 f Hor.R. -0.0* Brg.* 3 Vert.R. 617.6 * Hor.R. -O.Of Brg.f 4 Vert.R. 124.2 » Hor.R. -0.0* Brg.* 5 Vert.R. 323.5 * Hor.R. 0.0* Brg.* 6 Vert.R. 180.6 « Hor.R. 0.0* Brg.* 7 Vert.R. -0.3 » Hor.R. -0.0* .-.-.....-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MIIFRS ASCE Perp/Lt.][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -7 PLF • 13.0 to -7 • 24.0 L (y.20.5][10O%] 18 • 0.0 [y.23.5]( 0%] 18 • 24.0 [y.23.5]( 0%) -7 • 13.0 L (y.16.8][100%] 19 • 0.0 L [y.12.5][100%] 12 • 10.0 [y 6.0][ 0%] 253.2 f Hor.R. 37.Sf 46.6 * Hor.R. -O.Of 84.5 f Hor.R. -O.Of 18.8 f Hor.R. 0.0* 45.0 f Hor.R. 0.0* 31.6 f Hor.R. O.Of 5.0 f Hor.R. O.Of • Pressed]. 18 PLF • -3.0 to 18 PLF • 0.0 to -7 PLF • 0.0 to 19 PLF • -3.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. Brg.f 3 Vert.R. Brg.f 4 Vert.R. Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.* 7 Vert.R. .-[Rolie [MMFRS ASCE Perp/L.-][0C 24.00](DF 1.33][NM 1] Repetitive Factors Used Yes 4 PLF • 13.0 to 4 24.0 L (y.20.5][100%] 18 PLF • -3.0 to 18 • 0.0 [y.23.5] [ 0%] 18 PLF • 0.0 to 18 • 24.0 (y.23.5][ 0%] 4 PLF • 0.0 to 4 • 13.0 L [y.16.8I(100»] 19 PLF • -3.0 to 19 • 0.0 L (y.12.5][100%] 12 PLF » 0.0 to 12 • 10.0 [y. 6.0]( 0%] Brg.f 1 Vert.R. 275.6 f Hor.R. -49.3* Brg.f 2 Vert.R. 53.2 * Hor.R. -O.Of Brg.* 3 Vert.R. 194.8 * Hor.R. -0.0* Brg.* 4 Vert.R. 39.3 * Hor.R. -O.Of Brg.* 5 Vert.R. 101.4 f Hor.R. O.Of Brg.* 6 Vert.R. 70.7 f Hor.R. O.Of Brg.f 7 Vert.R. 11.2 f Hor.R. O.Of =-=-=-=-=-[Roller Pressed]=-*-=-=-=-=-=-=-=-»:-= [MWFRS ASCE P«rp/L-+][OC 24.O0][DF 1.33][NM 1] Repetitive Factors Used Yes -19 PLF • 13.0 to -19 • 24.0 L (y.20.5][1OO%] IS PLF • -3.0 to 18 • 0.0 [y=23.5][ 0%) IS PLF • 0.0 to 18 • 24.0 [y=23.5]( 0%] -19 PLF » 0.0 to -19 • 13.0 L (y.16.8][100%] -34 PLF • -3.0 to -34 • 0.0 L [y.12.5] [100%] 12 PLF • 0.0 to 12 • 10.0 [y. 6.0] [ 0%] Brg.f 1 Vert.R. 36.9 f Hor.R. 183.3* Brg.f 2 Vert.R. 51.9 f Hor.R. -0.0* Brg.f 3 Vert.R. 5.3 f Hor.R. O.Of Brg.f 4 Vert.R. -23.2 * Hor.R. -O.Of Brg.f 5 Vert.R. -10.3 * Hor.R. -O.Of Brg.f 6 Vert.R. -11.0 * Hor.R. -O.Of Brg.f 7 Vert.R. -1.3 * Hor.R. -0.0* =-=-=-=-=-[Rol ler Prossad]=-=—=-=-=-=-=-=-*-= [MIKFRS ASCE Perp/L-][OC 24.00][DF 1.33J[NM 1] Repetitive Factors Used Yes -8 PLF • 13.0 to -S • 24.0 L [y.20.5][100%] 18 PLF • -3.0 to 18 • 0.0 [y.23.5]( 0%] 18 PLF • 0.0 to 18 9 24.0 [y.23.5]( OX] -8 PLF » 0.0 to -8 • 13.0 L (y.16.8][100%] -34 PLF • -3.0 to -34 • 0.0 L [y.12.5][100%] 12 PLF • 0.0 to 12 e 10.0 (y. 6.0] [ 0%) Brg.f 1 Vert.R. 59.3 f Hor.R. 96.2* Brg.f 2 Vert.R. 58.5 * Hor.R. -0.0* Brg.* 3 Vert.R. 115.6 * Hor.R. -0.0* Brg.* 4 Vert.R. -2.8 * Hor.R. -0.0* Brg.* 5 Vert.R. 46.1 f Hor.R. -0.0* Brg.* 6 Vert.R. 28.0 f Hor.R. -0.0* Brg.f 7 Vert.R. 5.0 f Hor.R. 0.0* =-=-=-=-=-[Rolter Pressed]=-=-=-=-=-=-=-3-=-3-= [MIIIFRS ASCE Perp/R++][0C 24,O0][DF 1.33][NM 1] Repetitive Factors Used Yes -20 PLF • 13.0 to -20 • 24.0 L [y.20.S][100%] 18 PLF • -3.0 to IS 0.0 [y.23.5][ 0%] 18 PLF • 0.0 to 18 24.0 (y.23.5][ 0%] -20 PLF • 0.0 to -20 • 13.0 L (y.16.8][100%] -15 PLF • -3.0 to -15 • 0.0 L [y.12.5][100%] 12 PLF » 0.0 to 12 • 10.0 [y. 6.0][ 0%] Brg.f 1 Vert.R. 103.7 f Hor.R. 175.7f Brg.f 2 Vert.R. 46.5 f Hor.R. -O.Of Brg.* 3 Vert.R. 23.2 f Hor.R. -O.Of Brg.* 4 Vert.R. 18.5 f Hor.R. -0.0* Brg.* 5 Vert.R. 19.5 f Hor.R. -0.0* Brg.f 6 Vert.R. 15.8 f Hor.R. -0.0* Brg.f 7 Vert.R. -2.2 f Hor.R. -O.Of =-=-=-=-=-[Roller Pr6ssed]=-=-=-=-=-=-=-=-=-:.-= [MWFRS ASCE Perp/R+-][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used Yes -9 PLF • 13.0 to -9 24.0 L [y.20.5][100%] IS PLF • -3.0 to 18 • 0.0 [y.23.5][ 0%] IS PLF • 0.0 to 18 24.0 [y.23.5]( 0%] -9 PLF • 0.0 to -9 » 13.0 L [y.16.8][10O%] -15 PLF • -3.0 to -15 e 0.0 L [y=12.5][100%] 12 PLF 9 0.0 to 12 • 10.0 [y. 6.0] [ 0%] Brg.f 1 Vert.R. 126.1 * Hor.R. 86.6* Brg.f 2 Vert.R. 53.1 * Hor.R. -O.Of Brg.f 3 Vert.R. 87.1 * Hor.R--O.Of Brg.f 4 Vert.R. 1.9 * Hor.R. -0.0* Brg.f 5 Vert.R. 36.9 * Hor.R. -0.0* Brg.f 6 Vort.R= 23.3 * Hor.R. 0.0* Brg.* 7 Vert.R. 4.0 * Hor.R. 0.0* —=—a-:,-[Rol ler Pressed]—•—=————— [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.33][NII 1] Repetitive Factors Used Yes -20 PLF • 13.0 to -20 « 24.0 L [y-20.5][10O%] 18 PLF » -3.0 to IS 0.0 [y.23.5][ 0%] 18 PLF • 0.0 to 18 24.0 [y.23.5][ 0%] -20 PLF e 0.0 to -20 * 13.0 L [y=16.8][100%] -15 PLF » -3.0 to -15 0.0 L [y.l2.5](100%] 12 PLF • 0.0 to 12 « 10.0 [y. 6.0] [ 0%] Brg.* 1 Vert.R-103.7 f Hor.R. 175.7* Brg.» 2 Vert.R. 46.5 f Hor.R. -O.Of Brg.f 3 Vert.R. -23.2 f Hor.R. -0.0* Brg.* 4 Vert.R. -IS.5 f Hor.R. -0.0* Brg.f 5 Vert.R. -19.5 * Hor.R. -O.Of Brg.f 6 Vert.R. -15.8 * Hor.R. -O.Of Brg.f 7 Vert.R. -2.2 * Hor.R. -0.0* .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. (MIIFRS ASCE Perp/R-][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -9 PLF » 13.0 to -9 • 24.0 L [y.20.5][100%] 18 PLF 9 -3.0 to 18 • 0.0 [y=23.5]( 0%] 18 PLF 9 0.0 to 18 • 24.0 [y.23.5][ 0%] -9 PLF • 0.0 to -9 • 13.0 L [y=16.8][100%] -15 PLF • -3.0 to -15 • 0.0 L [y12.5] [10O%] 12 PLF • 0.0 to 12 • 10.0 [y. 6.OK 0%] Brg.f 1 Vert.R. 126.1 f Hor.R. S8.6f [ALPINE][CBC2010/TP1-2007][JACK10TJ][45175/|] [Page 2] Brg.# 2 Vert.R= Brg.# 3 Vert.R- Brg.# 4 Vert.R- Brg.# 5 Vert.R- Brg.# 6 Vert.R- Brg.# 7 Vert.R- 53.1 If Hor.R= 87.1 # Hor.R- 1.9 # Hor.R. 36.9 # Hor.R- 23.3 # Hor.R- 4.0 # Hor.R- =-=-=-=-=-[Roller Pressed]=-=-=-='=-=-=-=-=-= [WlfFRS ASCE Parl++][0C 24.00][OF 1.33][NM 1] -0.0# -0.0# -0.0# -0.0# 0.0# 0.0# Repetitive Facte rs Used Yes -10 PLF • 13.0 to -10 9 24.0 L (y.20.5][lOOX] IB PLF • -3.0 to 18 9 0.0 [y.23.5][ 0%] 18 PLF • 0.0 to 18 9 24.0 [y.23.5][ 0»] -10 PLF • 0.0 to -10 9 13.0 L (y.16.8][100%] -5 PLF • -3.0 to -5 9 0.0 L (y=12.5][100«] 12 PLF • 0.0 to 12 9 10.0 [ys 6.0] [ 0%] Brg.f 1 Vert.R. 161.1 f Hor.R. 85.2* Brg.f 2 Vert.R. 50.3 * Hor.R. -0.0* Brg.f 3 Vert.R. 71.3 f Hor.R. 0.0* Brg.f 4 Vert.R. 4.2 * Hor.R. -0.0* Brg.f 5 Vert.R. 31.6 # Hor.R. 0.0* Brg.f 6 Vert.R. 20.5 * Hor.R. -0.0* Brg.f 7 Vert.R. 3.4 * Hor.R. -0.0* =-...-=-=-[RoMer Pressed]=-=-=-='=-=-=-=-.-.-. [MHIFRS ASCE Pari.-][OC 24.00][DF 1.33](NM 1] Repet i t i ve Factors Used: Yes 1 PLF • 13.0 to 1 • 24.0 L (y.20.5][100%] 18 » 0.0 (y.23.5]( 0%] 18 • 24.0 [ys23.5][ 0%] 1 9 13.0 L [y.l6.S][100%] -5 • 0.0 L [y.12.5][100%] 12 • 10.0 [y. 6.0][ 0%] 183.4 * Hor.R. -1.9* 56.9 f Hor.R. -0.0* 181.6 * Hor.R. -0.0* 24.6 » Hor.R. -0.0* 88.0 * Hor.R. 0.0* 59.5 * Hor.R. 0.0* 9.7 f Hor.R. O.Of [Rol ler Pressed].-.-=-.-.-.-=-=-.-=-= [MIIFRS ASCE Pari-»][OC 24.00][DF 1.33][NM 1] 18 PLF • -3.0 to IS PLF • 0.0 to 1 PLF • 0.0 to -5 PLF • -3.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. Brg.f 3 Vert.R. Brg.f 4 Vert.R- Brg.f 5 Vert.R. Brg.f 6 Vert.R. Brg.f 7 Vert.R: Repetitive Factors Used Yes -29 PLF • 13.0 to -29 • 24.0 L (y.20.5][100%] 18 PLF • -3.0 to 18 • 0.0 [y.23.5] [ 0%] 18 PLF • 0.0 to 18 • 24.0 [y.23.5] [ 0%] -29 PLF • 0.0 to -29 9 13.0 L (y=16.S][100%] -24 PLF • -3.0 to -24 9 0.0 L (y=12.5](100%] 12 PLF • 0.0 to 12 9 10.0 (y. 6.0] [ 0%] Brg.f 1 Vert.R. 51.5 f Hor.R. 258.1* Brg.f 2 Vert.R. 43.1 f Hor.R. -0.0* Brg.f 3 Vert.R. -109.3 f Hor.R. 0.0* Brg.f 4 Vert.R. 39.3 * Hor.R. -0.0# Brg.f 5 Vert.R. 66.1 * Hor.R. -0.0* Brg.f 6 Vert.R. 48.8 * Hor.R. -0.0* Brg.f 7 Vert.R. -7.4 * Hor.R. -0.0* =-=-=-=.=-[Roller Pressed]=-=-=-=-=-=-=-=-=-= [MWFRS ASCE Pari—][0C 24.00][DF 1.33][NM 1] Repetitive Factors Used Yes -18 PLF • 13.0 to -18 • 24.0 L [y.20.5](100%] 18 PLF • -3.0 to 18 • 0.0 (y.23.5][ 0%] 18 PLF • 0.0 to IS • 24.0 (y.23.53[ OX] -18 PLF • 0.0 to -18 • 13.0 L [y=16.8](100X] -24 PLF • -3.0 to -24 • 0.0 L [y.12.5][lOOX] 12 PLF • 0.0 to 12 • 10.0 [y . 6.0][ OX] Brg.f 1 Vert.R. 73.9 * Hor.R. 171.0* Brg.f 2 Vert.R. 49.7 * Hor.R. -O.Of Brg.* 3 Vert.R. 0.9 * Hor.R. 0.0* Brg.* 4 Vert.R. 18.8 * Hor.R. -0.0* Brg.* 5 Vert.R. -9.7 f Hor.R. -0.0* Brg.* 6 Vert.R. -9.8 f Hor.R. 0.0* Brg.* 7 Vert.R. -1.2 <r«v.R. -0.0* -42 PLF (NM 1] 5](100X] 8][100X] 5][ OX] ;23.5][ OX] 6.0] [ OX] [y.19.5][10O%] -[Roller I [CSC ASCE Wind Lt—][0C 24.00][DF 1.33](N«I 1] Repetitive Factors Used: Yes -76 PLF • -3.0 to -76 • 0.0 L [y.12.5][100%] 18 • 0.0 [y.23.5] [ OX] -31 • 24.0 L [y.2O.5][100X] 18 • 24.0 [y.23.5] [ OX] 12 • 10.0 [y. 6.0] [ OX] -31 • 13.0 L [y.l6.S][100X] • -=-=-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [CIC ASCE Hind Rt-][OC 24.00](DF 1.33][NM 1] Repst i t i va Factors Used: Yes -55 PLF • 21.0 to -55 • 24.0 L (y.20.5][lOOX] -31 • 13.0 L (y.l6.8](100X] 18 • 21.0 [y=23.5][ OX] 18 • 24.0 [y.23.S]( OX] 12 • 10.0 [y. 6.0][ OX] -31 • 21.0 L [y.19.5][lOOX] IS PLF • -3.0 to -31 PLF • 13.0 to 18 PLF • 0.0 to 12 PLF • 0.0 to -31 PLF • 0.0 to -31 PLF • -3.0 to 18 PLF • -3.0 to 18 PLF • 21.0 to 12 PLF • 0.0 to -31 PLF • 13.0 to -[Roller Pressed]. (KHCARLSB- - SPJACK7T4) THIS DUG PREPARED FROM COMPITTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chorcJ 2x6 DF-L SS(g) Bot chord 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. SPECIAL LOADS (LUHBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 70 PLF at -2.00 to 70 PLF at 0.00 TC - From 535 PLF at 0.00 to 535 PLF at 5.00 TC - From 70 PLF at 5.00 to 70 PLF at 7.75 BC - From 20 PLF at 0.00 to 20 PLF at 0.82 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Deflection meets L/240 live and L/126 total load. Creep increase factor for dead load Is 2.00. 2 COHPLETE TRUSSES REQUIRED NalI Schedule:0.131 Top Chord Bot Chord Webs Use equal x3" naiIs 2 Rows e 6.00" o.c. (Each Row) 1 Row e12.00" o.c. 1 Row e 4" o.c. spac i ng between rows and stagger na iIs in each row to avoid spIitting. Truss transfers a maximum horizontal load of 3000# (387.15 PLF) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Horiz. Loads: Force(#) (PLF) Mbr Start End Case 1: 3000 387.15 TC 0.00 7.75 3000 BC 0.00 Reactions and chord design based on MWFRS. CALCULATED TOP CHORD MID-PANEL DEFLECTION Live Dead Total TC 0.29" L/302 0.41" L/215 0.70" L/126 x-from Left End e 4'0"2 0-6-1 -14-7-4 R=964 U=51 0-5-13 12-0-0 3X4(Al)= Le—2-0-0—^ PLT TYP. Wave\R San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Building Camponents Group, Inc. Sacramento, CA 95828 7-9-0 Over 2 Supports R=2056 Rw=2856 U=29 W=3.5" RL=3000/-3000 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) '*MRNIMO** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 216 NORTH LEE STREET, SUITE 312. ALEXAMlRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. £300 ENTERPRISE LANE, MADISON, Ml 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PIOPCRLV ATTACHED RIOID CEILIM. ** IMPORT AMT* *FURHISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE HITH TPI; OR FABRICATING. HAMILING, SHIPPING, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS >1TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (•,H/SS/tC) ASTM A6S3 GRADE 40/60 (M. K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRADINGS 160A-Z ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. CA/-/3/1/-/R/-Scale =.4375"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD^ DUR.FAC. 44.0 PSF ^25 SPACING 24.0" REF R6004- 37221 DATE 09/11/12 DRW CAUSR6004 12255012 CA-ENG LVT/GWH SEQN-88072 JREF- 1UPE6004Z01 [ALPINE][CBC2O1O/TPI-Z0O7][SPJACK7T4][45175/|] [Pago 1] [TCLL 20.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0][l«i 2][S0FFIT HMHBear lngs>-> [X-Loc] [React] [Size] ««««» [ 0.001[ 2856][-3010h][0.29] [ 7.75][ 964][0.13] Plywd Plywd EndPts MaxTen MaxCoen AXL SND CSI GLC S Grade -ength Pitch 0- 1 44 0 0.00 0.04 0.04 1 6 DF-L SS(g) 25.30 4.00 4- 7 2444 -3307 0.00 0.91 0.91 1 6 DF-L SS<g) 88.67 4.00 2- 3 311 -2731 Plate Member PLATE MEMBER 0.50 -Vert- 2- 4 2394 -3793 0.07 0.30 0.36 3 6 DF-L SS(g) 7.88 5.66 1- 2 104 -79 -.-.Fictious Meiifcer.-.-DF-L SS(g) 1.80 -2.76 4- 5 48 -114 Plate Mefltber .-=-PUTE MEM8ER 4.44 -60.15 3- 5 30 -12 0.00 0.04 0.04 4 4 DF-L fltBet.( 8.02 -0.74 EndPts MaxTen MaxCoeip AXL GLC S Grade Length Brace 5- 6 0 0 0.00 2 4 DF-L #1»Bet 0.13 X-Loc -2.00 0.00 0.15 0.15 0.74 0.81 0.S2 7.75 V-Loc 11.60 12.26 12.23 12.19 12.51 12.15 12.15 14.85 JSI Method deriV(L) 0.01 L/999 deflY(T) 0.01 L/999 dxL 0.00 dxT 0.00 3X4(A1) 0.80 0.95 0.00 L/999 0.06 L/999 0.07 L/999 0.07 L/999 O.OO L/999 O.OO L/999 0.20 L/458 0.22 L/409 0.23 L/403 0.00 L/999 0.00 0.03 0.00 0.00 0.02 0.00 0.11 0.00 0.00 0.04 0.0] [STD.AUTO.L0A0][OC 24.00][DF 1.25][NM 2] Repetitive Factors Used: No 30 PLF • -2.0 to 30 • 7.8 [y.1S.1][ 0%] 20 PLF • 0.0 to 20 • O.S [y. 6.4][ 0%] 465 PLF • 0.0 to 465 • 5.0 [y=18.1][ 0»] 40 PLF • -2.0 to 40 • 7.8 [y.18.1][100%] Brg.» 1 Vert.R. 2055.6 # Hor.R. 0.0# Brg.f 2 Vert.R. 963.6 f Hor.R. -O.Of .-.-.-.-.-[Rol ier Pressed].-.-.-.-.-.-.-.-.-.-. [CBC pass f2][0C 24.00][DF 1.25][nM 2] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 7.8 [y.lS.1][ 0%] 20 PLF • 0.0 to 20 • 0.8 [y. 6.4][ 0«] 20 PLF • 0.0 to 20 • 0.8 [y. 6.4][10O%] Brg.f 1 Vert.R. 216.3 f Hor.R. -O.Of Brg.f 2 Vert.R. 104.4 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [Dragstrut L-R][OC 24.00][DF 1.60][W 2] Repetitive Factors Used: No 30 PLF • -2.0 to 30 • 7.8 [y.18.1][ OS] 20 PLF • 0.0 to 20 • 0.8 [y. 6.4][ 0%] 465 PLF • 0.0 to 465 • 5.0 [y.18.1][ OK] 367 PLF • 0.0 to 387 • 7.7 L [y.15.0][10O»] Brg.f 1 Vert.R. 754.9 t Hor.R. -3009.Sf Brg.f 2 Vert.R. 871.1 # Hor.R. -O.Of .-.-.-.-.-[Roller Pressed].-.-.-.-.-.-.-.-.-.-. [Dragstrut R-L][OC 24.00][DF 1.60][UI 2] Repetitive Factors Used: No 30 PLF • -2.0 to 30 • 7.8 [y.lS.1][ 0%] 20 PLF • 0.0 to 20 • 0.8 [y. 6.4][ 0%] 465 PLF • 0.0 to 465 • 5.0 [y.lS.l][ 0%] -387 PLF • 0.0 to -387 • 7.7 L [y.15.0][100%] Brg.f 1 Vert.R. 2856.2 f Hor.R. 3009.Sf Brg.f 2 Vert.R. 776.2 f Hor.R. -0.0# .-.-.-=-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MIUFRS-STD.AUTO.LOAD][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes 6 PLF • 0.0 to 6 • 5.0 [y.18.1][100%] 3 PLF • 0.0 to 3 • 5.0 [y.18.1][ 0%] Brg.f 1 Vert.R. 28.5 # Hor.R. O.Of Brg.f 2 Vert.R. 12.8 # Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].— [MWFRS-Dragstrut L-R][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes 6 PLF • 0.0 to 6 • 5.0 [y.lS.l][100%] 3 PLF • 0.0 to 3 • 5.0 (y.l8.1][ 0»] 2 PLF • 0.0 to 2 • 7.7 L [y.15.0][100%] Brg.f 1 Vert.R. 22.3 f Hor.R. -17.8f Brg.f 2 Vert.R. 13.1 f Hor.R. -O.Of .-.-.-=-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [M«FRS-Dragstrut R-L][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes 6 PLF • 0.0 to 6» 5.0 [y.18.1][100%] 3 PLF • 0.0 to 3 • 5.0 [y.18.1][ 0%] -2 PLF • 0.0 to -2 • 7.7 L [y.15.0][100%] Brg.f 1 Vert.R. 34.8 f Hor.R. 17.Sf Brg.f 2 Vert.R. 12.5 f Hor.R. -O.Of .-.-......[Roller Pressed]=-=-.-.-.-=-.-=-=-=-= [MIIFRS ASCE Perp/Ltt][OC 24.00][DF 1.33][N« 2] Repetitive Factors Used: Yes -2 PLF • 0.0 to -2 • 7.S L [y.15.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y.lS.l][ 0%] 18 PLF • 0.0 to 18 • 7.8 [y.18.1][ 0%] 23 PLF • -2.0 to 23 • 0.0 L [y.12.5][100%] 12 PLF • 0.0 to 12 • 0.8 [y. 6.4][ 0%] Brg.f 1 Vert.R. 167.1 f Hor.R. -10.0* Brg.f 2 Vert.R. 45.6 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-*-=-=-=-=-=-.-=-=-. [MWFRS ASCE Perp/L»-][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes 9 PLF • 0.0 to 9 • 7.6 L [y.15.0][10O%] IS PLF • -2.0 to 18 • 0.0 [y.lS.1][ 0%] 18 PLF • 0.0 to 18 • 7.S [y.lS.1][ 0%] 23 PLF • -2.0 to 23 • 0.0 L [y.12.5][100%] 12 PLF • 0.0 to 12 • O.S [y. 6.4][ 0%] Brg.f 1 Vert.R. 203.8 f Hor.R. -37.6* Brg.f 2 Vert.R. 91.5 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-.-.-.-=-.-.-.-=-.-. [MIdFRS ASCE Perp/L-t][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes -18 PLF • 0.0 to -18 • 7.8 L [y.15.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y=18.1][ 0%] 18 PLF • 0.0 to 18 • 7.8 [y.18.1][ 0%] -33 PLF e -2.0 to -33 • 0.0 L [y=12.5][100%] 12 PLF • 0.0 to 12 • 0.8 [y. 6.4][ 0%] Brg.f 1 Vert.R. -17.3 f Hor.R. 68.Of Brg.f 2 Vert.R. -4.2 f Hor.R. O.Of ...-.-....[Rol(er Pressed].-.-.-.-.-.-.-.-.-.-. (miFRS ASCE Perp/L-][OC 24.00][DF 1.33][NM 2] Repetitive Factors Usad: Yes -7 PLF • 0.0 to -7 • 7.8 L [y.15.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y.lS.l][ 0%] IB PLF • 0.0 to IS • 7.8 [y.18.1][ 0%] -33 PLF • -2.0 to -33 • 0.0 L [y.12.5][100%] 12 PLF • 0,0 to 12 • 0.8 [y. 6.4][ 0%] Brg.f 1 Vert.R. 19.4 f Hor.R. 40.4f Brg.f 2 Vert.R. 41.8 # Hor.R. -O.Of =-=-=-=-=-[Roi ler Pressed].-a-.-.-=-.-.-.-.-=-. (MWFRS ASCE Perp/R«.][OC 24.00][DF 1.33][Ml 2] Repetitive Factors Used: Yes -20 PLF • 0.0 to -20 • 7.8 L [y.15.0][10O%] 18 PLF • -2.0 to 18 • 0.0 [y.lS.1][ 0%] 18 PLF • 0.0 to 18 • 7.8 ty.l8.1][ 0%] -14 PLF • -2.0 to -14 • 0.0 L [y.12.5][100%] 12 PLF • 0.0 to 12 • 0.8 [y. 6.41[ 0%] Brg.f 1 Vert.R. 18.9 f Hor.R. 60.5# Brg.f 2 Vert.R. -17.9 f Hor.R. 0.0* .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Perp/Rt-][0C 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes -9 PLF • 0.0 to -9 • 7.S L [y.15.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y.ia.1][ 0%] 18 PLF • 0.0 to 18 • 7.8 [y=18.1][ 0%] -14 PLF • -2.0 to -14 • 0.0 L [y.12.5][10O%] 12 PLF • 0.0 to 12 • 0.8 [y. 6.4][ OS] Brg.f 1 Vert.R. 55.7 f Hor.R. 32.9f Brg.f 2 Vert.R. 28.0 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-=-=-=-. [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes -20 PLF • 0.0 to -20 • 7.8 L [y.15.0][100%] IS PLF • -2.0 to IS • 0.0 [y.18.1][ 0%] 18 PLF • 0.0 to 18 • 7.8 [y.18.1][ OS] -14 PLF • -2.0 to -14 • 0.0 L [y.12.5][10O%] 12 PLF • 0,0 to 12 • 0.8 [y. 6.4][ OS] Brg.f 1 Vert.R. 18.9 I Hor.R. 60.5f Brg.f 2 Vert.R. -17.9 f Hor.R. O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [MKFRS ASCE Perp/R-][OC 24.00][DF 1.331[NM 2] Repet11 i ve Factors Used: Yes -9 PLF 9 0.0 to -9 • 7.8 L [y.15,0][lOOS] 18 PLF • -2.0 to 18 • 0.0 [y.18.1][ OS] 18 PLF • 0.0 to 18 • 7.S [y.l8.1][ OS] -14 PLF • -2.0 to -14 • 0.0 L [y.12.5][100S] 12 PLF » 0.0 to 12 • O.S [y. 6.4][ OS] Brg.f 1 Vert.R. 55.7 f Hor.R. 32.9f Brg.f 2 Vert.R. 28.0 f Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Pari..]tOC 24.00][DF 1.33][»M 2] Repetitive Factors Used: Yes -10 PLF e 0.0 to -10 • 7.8 L [y.15.0] [100S] 18 PLF • -2.0 to 18 • 0.0 [y.l8.1][ OS] 18 PLF • 0.0 to 18 • 7.8 [y.l8.1]( OS] -5 PLF • -2.0 to -5 • 0.0 L [y.12.5][100S] 12 PLF • 0.0 to 12 • 0.8 [y. 6.4][ OS] Brg.f 1 Vert.R. 75.6 f Hor.R. 28.6f Brg.f 2 Vert.R. 21.2 f Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-=-.-=-.-= [MWFRS ASCE ParlH.-][OC 24.00] [DF 1.33][WI 2] Repetitive Factors Used: Yes 1 PLF • 0.0 to 1 • 7.8 L [y.l5.0][100%] IS PLF • -2.0 to 18 • 0.0 [y.18.1][ 0%] 18 PLF • 0.0 to 18 • 7.S [y.l8.1][ 0%] -5 PLF • -2.0 to -5 • 0.0 L [y.12.5][100%] 12 PLF 9 0.0 to 12 • O.S [y. 6.41[ 0%] Brg.f 1 Vert.R. 112.4 f Hor.R. I.Of Brg.f 2 Vert.R. 67.2 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Pari-.][OC 24.0O][DF 1.33][NM 2] Repetitive Factors Used: Yes -28 PLF • 0.0 to -28 • 7.8 L [y.15.0][100%] 18 PLF » -2.0 to 18 • 0.0 [y.18.1][ 0%] 18 PLF • 0.0 to 18 • 7.8 [y.18.1][ 0%] -23 PLF • -2.0 to -23 • 0.0 L [y.12.5][100S] 12 PLF » 0.0 to 12 • 0.8 [y. 6.4][ OS] Brg.f 1 Vert.R. -29.4 f Hor.R. 87.7f Brg.f 2 Vert.R. -51.3 f Hor.R. -O.Of .-•-.-•-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Pari—][0C 24.0O][DF 1.33][MI 2] Repet i t i ve Factors Used: Yes -18 PLF » 0.0 to -18 • 7.8 L [y.15.0][100S] 18 PLF • -2.0 to 18 • 0.0 [y.18.1][ OS] 18 PLF » 0.0 to 18 • 7.8 [y.l8.1][ OS] -23 PLF • -2.0 to -23 • 0.0 L [y.12.5][100%] 12 PLF 9 0.0 to 12 • 0.8 [y. 6.4][ OS] Brg.f 1 Vert.R. 7.4 f Hor.R. 60,2f Brg.f 2 Vert.R. -5.3 f Hor.R. 0,0* .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-. [C»C ASCE Wind Lt-*][OC 24.00][DF 1.33J[»M 2] Repetitive Factors Used: No -52 PLF » 1.0 to -52 • 7.8 L [y.15.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y.18.1][ 0%] -78 PLF » 0.0 to -78 • 1.0 L [y.12.8)[100%] 18 PLF • 0.0 to 18 • 1.0 [y.18.1][ 0%] 18 PLF » 1.0 to 18 • 7.8 [y.lS.lii OS] 12 PLF • 0.0 to 12 • O.S [y= 6.4][ OS] -100 PLF • -2.0 to -100 • 0.0 L [y.12.5][lOOS] .-.-.-.-.-[Rol ler Pressed] =-.-.-.-.-=-=-=-.-=-= [CIC ASCE Wind Rt-«][OC 24.00][DF 1.33][NM 2] Repet i t i ve Factors Used: No -52 PLF 9 -2.0 to -52 • 4.8 L [y.l4.0][100%] 18 PLF • -2.0 to 18 • 4.8 [y.lS.l][ OS] 18 PLF • 4.S to IS • 7.8 [ylS.1][ OS] 12 PLF • 0.0 to 12 • O.S [y= 6.4][ OS] -78 PLF » 4.8 to -78 • 7.8 L [y.15.0][100%] .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [CSC ASCE Wind Lt--][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: No -41 PLF • 1.0 to -41 • 7.8 L [y.15.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y.18.1][ 0%] -67 PLF » 0.0 to -67 • 1.0 L [y.12,8][100%] 18 PLF • 0.0 to 18 e 1.0 [y.lS.1][ OS] 18 PLF • 1.0 to 18 • 7.8 [y.lS.1][ OS] 12 PLF 9 0.0 to 12 • 0.8 [y. 6.4][ OS] -100 PLF • -2.0 to -lOO • 0.0 L [y.12.5][lOOS] .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [CSC ASCE Wind Rt--][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: No -41 PLF • -2.0 to -41 • 4.8 L [y=14.01[lOOS] 18 PLF • -2.0 to 18 • 4.8 [y.l8.1][ OS] 18 PLF 9 4.8 to 18 e 7.8 [y=18.1][ 0%] 12 PLF 9 0.0 to 12 • O.S [y= 6.4][ 0%] -67 PLF » 4.8 to -67 e 7.S L [y.15.0][100S] [Rol ier Pressed].-.-.-.-.-.-.-.-.-.-. (KHCARLSB- - ATT50T4) THIS DWG PREPARED FROM COBPUTER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2(g) Bot chord 2x6 DF-L SS(g) :B2 1.5"x7.5" DF-L SS(g): :B3 2x4 DF-L #1&Bet.(g): Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.12" due to live load and 0.22" due to dead Ioad. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ce iIi ng. BC attic room floor loading: LL = 50.00 psf; DL = 10.00 psf; from 21-0-0 to 29-0-0. Calculated vertical deflection is 0.38" due to live load and 1.14" due to dead load at X = 29-3-8. 90 mph wind, 16.34 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. (a) Continuous lateral bracing equally spaced on member. In Iieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 49.85 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. (I) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 5X6 = 7X8? 6X10(1) 6X10(1) 2X4 <^ 5X14(Al) 0-6-1 i T 8-10-1 0-6-1 1 T 12-0-0 5X14(Al) 8-3-0 5-8-0 6-11-4 11-3-0 9-9-0 8-3-8 25-0-0 21-0-0 8-0-0 6-11-4 ,1, 5-8-0 ,1. 50-0-0 Over 2 Supports 9-9-0 25-0-0 8-3-0 11-3-0 19-7-0 R=2860 W=5.5" RL=191/-199 PLT TYP. 20 Gauge HS,Wave\R San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04 "•ARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE 31Z. ALEXANDRIA. VA. 22314) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA. B300 ENTERPRISE LANE. MADISON. Wl 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AHD BOTTOM CHORD SHALL HAVE A PtOPEWLV ATTACHED RIGID CEILIM. •"IBPORTAMT* •FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. WK BUILDIMG COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITH TPI; OR FABRICATING. HANOLING, SHIPPING, INSTALLING t BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BV AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/t8/16GA («,H/SS/K) ASTM A653 GRADE 40/60 («. K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER PER ANSI/TPI 1 SEC. 2. R=2715 W=5.5" CA/-/3/1/-/R/-Scale =.135"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF REF R6004- 37222 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DATE 09/11/12 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DRW CAUSR6004 12255013 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF CA-ENG LVT/GWH TOT.LD. 44.0 PSF SEQN- 88030 DUR.FAC. 1.25 SPACING 24.0" JREF- 1UPE6004Z01 [ALPII«E][CBC2OlO/TPI-2O071[ArT50T41[45175/|] [Page U [TCLL 20.0]tTCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0][NM 1][SOFFIT 0.0] [Attic Std.Ld.][OC 24.0O][DF 1.25][NM 1] .....Bearings... [X-Loc] [React] [Size] ..... Repetitive Factors Used: Yes [ 0.00][ 2860][ -199h][0.46] [49.54][ 2715][0.46] 30 PLF • -2.0 to 30 • 13.8 [y.23.8][ OS] 30 PLF • 13.8 to 30 • 25.0 [y=23.S]t OS] EndPts MaxTen MaxConp AXL BND CSI GLC S Grade Length Pitch Brace 30 PLF • 25.0 to 30 • 36.2 (y=23.8] [ 0%] 0- 1 44 0 0.01 0.13 0.14 1 6 DF-L f2(g) 25.30 4.00 Ply»d 30 PLF e 36.2 to 30 • 50.0 [y.23.8][ OSJ 4- 6 1040 -7163 0.23 0.33 0.56 1 6 DF-L f2(g) 87.75 4.00 Plywd 40 PLF • 0.0 to 40 • 25.0 [y=23.8][10OS] 6- 8 984 -6801 0.13 0.25 0.37 2 6 OF-L f2(g) 71.68 4.00 Ply«d 40 PLF •25,0 to 40 • 50.0 [y.23.8](100S] 9-15 895 -5792 0.10 0.52 0.62 2 6 DF-L f2(g) 89.60 4.00 Plywd 40 PLF • -2.0 to 40 • 0.0 [y=23.8][100%] 15- 17 236 -645 0.00 0.33 0.33 3 6 DF-L f2(g) 51.51 4.00 Plywd 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [ 0%] 18-21 235 -644 0.00 0.32 0.33 2 6 DF-L f2(g) 51.51 -4.00 Plywd 100 PLF • 21.0 to 100 • 29.0 [y.12.6][100S] 21- 28 918 -5792 0.10 0.52 0.63 3 6 DF-L #2(g) 89.60 -4.00 Plywd 20 PLF •21.0 to 20 • 29.0 [y=12.6][ OS] 26- 30 1053 -6836 0.13 0.24 0.37 3 6 OF-L f2(g) 71.68 -4.00 Plywd Brg.f 1 Vert.R. 2860.1 f Hor.R. O.Of 30- 32 1144 - 7208 0.23 0.35 0.59 1 6 DF-L f2(g) 87.75 -4.00 Plywd Brg.f 2 Vert.R. 2714.7 # Hor.R. -O.Of 5- 7 6717 -899 0.46 0.15 0.60 1 6 DF-L SS(g) 119.25 -O.OO •120" .-.—.-.-[Rol ler Pressed].-.-. 7- 13 6203 - 771 0.32 0.46 0.78 3 6 DF-L SS(g) 100.00 0.11 •120" [Attic 1st.UnBai .Ld. ] [OC 24.00] [DF 1.25] [NM 1] 12-14 6203 -770 0.29 0.40 0.69 3 8 DF-L SS(g) 13.50 0.11 •120" Repetitive Factors Used: Yes 14- 22 5374 -569 0.28 0.42 0.70 4 8 DF-L SS(g) 103.00 -0.00 ^120" 30 PLF • -2.0 to 30 • 13.8 [y=23.8][ 0%] 22- 24 6220 -767 0.29 0.40 0.69 2 8 DF-L Ssig) 13.50 -0.11 ^120" 30 PLF • 13.8 to 30 • 25.0 [y.23.8][ OS] 16- 20 724 -4828 0.14 0.02 0.16 1 4 OF-L fliBot. ( 97.74 -0.00 •120" 30 PLF • 25.0 to 30 • 36.2 [y.23.8]( OS] 25- 29 6220 -768 0.32 0.45 0.77 2 6 DF-L SS(g) 100.00 -0.11 •120" 30 PLF • 36.2 to 30 • 50.0 [y=23.8][ OS] 29-31 6764 -971 0.46 0.16 0.61 1 6 DF-L SS(g) 119.25 -0.00 ^120" 40 PLF • -2.0 to 40 • 25.0 [y.23.8][lOOS] 2- 3 476 - 2653 -.-.Plate Memljer PLATE MEMBER 0.50 -Vert 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [ OS] 2- 4 975 -7178 0.18 0.21 0.40 1 6 DF-L f2(g) 13.92 4.23 Plywd 100 PLF • 21.0 to 100 • 29.0 [y.12.6] [100%] 1- 2 30 -1 —.Fictious Memoer DF-L f2(g) 1.78 2.26 20 PLF* 21.0 to 20 • 29.0 (y.12.6] [ OS] 1-5 152 -110 -.-.Plate Memoer PLATE MEMBER 5.43 -73.95 Brg.f 1 Vert.R. 2611.6 f Hor.R. O.Of 3- 5 6732 -925 0.46 0.09 0.55 1 6 DF-L SS(g) 14.00 -0.20 ^120" Brg.f 2 Vert.R. 1963.2 f Hor.R. -O.Of 33-34 329 -2463 -.— Plate MemOor PLATE MEMBER 0.50 -Vert .-.-.-.-[Rol lor Pressed]. .-.-=—.-=-.-. 32- 33 1067 -7213 0.18 0.11 0.29 1 6 DF-L f2(g) 13.92 -4.23 Plywd [Attic 2nd.UnBai.Ld.] [OC 24.00][DF 1.25)[NM 1] 33- 35 2 0 -.-.Fictious Member.-.- DF-L f2(g) 1.7S -2.26 Repetitive Factors Used: Yes 31- 32 230 -163 -.-.Plate Member PLATE MEMBER 5.43 73.95 30 PLF • -2.0 to 30 • 13.8 [y.23.8] [ 0%] 31-34 678S -1011 0.46 O.OS 0.54 1 6 DF-L SS(g) 14.00 0.20 •120" 30 PLF • 13.8 to 30 • 25.0 [y.23.S][ OS] 8- 10 984 -6676 -.—Fictious Member.-.- DF-L f2(g) O.OO -Vert 30 PLF • 25.0 to 30 • 36.2 [y.23.8][ OS] 9- 10 5792 -855 —Fictious Member.-.- DF-L f2(g) 0.00 -Vert 30 PLF • 36.2 to 30 • 50.0 [y.23.8][ OS] 17- 19 236 -556 -.-.Fictious Member.-.- OF-L f2(g) 0.00 -Vert 40 PLF • 25.0 to 40 • 50.0 [y.23.8] [100%] 16-19 556 -235 -.-.Fictious Member.-.- DF-L f2(g) 0.00 -Vert 20 PLF • 0.0 to 20 • 50.0 [y= 6.4] [ 0%] 27- 28 5792 -S7S -.-.Fictious Member.-.- DF-L f2(g) O.OO -Vert 100 PLF • 21.0 to 100 • 29.0 [y.12.6][10OS] 26- 27 6711 -1053 -.-.Fictious Member—.- DF-L f2(g) O.OO -Vert 20 PLF •21.0 to 20 • 29.0 [y.12.6][ OS] 11-13 770 -6202 -.—Fictious Member.-.- DF-L SS(g) 0.00 -Vert- Brg.f 1 Vert.R. 2026.8 f Hor.R. O.Of 11-12 6202 -770 -.-.Fictious Member.-.- DF-L SS(g) 0.00 -Vert Brg.f 2 Vert.R. 2468.0 f Hor.R. -0.0* 23- 24 767 -6219 -.-.Fictious Member.-.- OF-L SS(g> 0.00 -Vert .-.-.-.-.-[Roller Pressed].-=-=-.-.-.-.-.-.-=-= 15- 16 724 -4828 -.-.Fictious Member.-.- DF-L fUBet. ( 0.00 -Vert [Attic Dead Load Ld.] [OC 24.00] [OF 1.00] [NM 1 ] 20- 21 724 -4828 -.-.Fictious Member.-.- DF-L fllBet. ( 0.00 -Vert Repetitive Factors Used: Yes 23-25 6219 -767 -.-.Fictious Member.-.- DF-L SS(g) 0.00 -Vert 30 PLF • -2.0 to 30 • 13.8 [y=23.a][ OS] 30 PLF • 13.8 to 30 • 25.0 [y.23.8][ OS] EndPts MaxTen MaxCoeip AXL GLC S Grade Length Brace 30 PLF • 25.0 to 30 • 36.2 [y.23.8][ 0%] 6- 7 194 -423 0.10 1 4 DF-L flSBet 45.45 30 PLF • 36.2 to 30 • 50.0 [y.23.8][ OS] 7- 10 586 0 0,07 5 4 DF-L fISBet 59.71 20 PLF • 0.0 to 20 • 50.0 [y. 6.4][ OS] 10-14 241 -1131 0.28 2 4 DF-L flSBet 94.80 1 CLB 100 PLF • 21.0 to 100 • 29.0 [y.12.6][100S] 14-15 1294 -44 0.16 1 4 DF-L flSBet 76.75 20 PLF • 21.0 to 20 • 29.0 [y.12.6] [ 0%] 21- 22 1296 -53 0.16 1 4 DF-L flSBet 76.75 Brg.f 1 Vert.R. 1776.3 f Hor.R. O.Of 22- 27 253 -1150 0.29 3 4 OF-L flSBet 94.80 1 CLB Brg.f 2 Vert.R. 1716.5 # Hor.R. -0.0* 27- 29 599 -41 O.OB 5 4 OF-L flSBet 59.71 .—-.-.-[Rol ier Pressed].-.-. =-.-.-.-. 29-30 248 -444 0.10 1 4 DF-L flSBet 45.45 [TPI pass f 2] [OC 24.00] [DF 1.25] [NM 1] Repetitive Factors Used: Yes Node X-Loc Y-Loc Plate Cq JSI Method defiY(L) deflY(T) dxL dxT 30 PLF • -2.0 to 30 • 25.0 [y.23.8][ 0%] 0 -2.0O 11.60 0.00 L/999 0.00 L/999 0.00 0.00 30 PLF • 25.0 to 30 • 50.0 [y.23.8] [ 0%] 1 0.00 12.26 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [ 0%] 2 0.15 12.29 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [100%] 3 0.15 12.25 5X14(A1) 0.80 0.82 0.00 L/999 0.00 L/999 0.00 0.00 Brg.f 1 Vert.R. 1798.3 # Hor.R. -O.Of 4 1.24 12.68 0.05 L/999 0.16 L/999 0.02 O.OS Brg.f 2 Vert.R. 1736.5 f Hor.R. -O.Of 5 1.31 12.23 0.05 L/999 0.17 L/999 0.00 0.01 .-.-.-.-.-[Roller Pressed].-.-.-.-.-=-.-=-.-.-. 6 8.18 14.99 2X4 O.SO 0.51 N 0.31 L/999 0.99 L/603 0.08 0.25 [Partial Unbal. Lt][OC 24.00][DF 1.25][NM 1] 7 11.25 12.23 4X4 0.80 0.68 N 0.36 L/999 1.18 L/505 0.03 0.08 Repetitive Factors Used: Yes 8 13.84 16.88 7X8 0.80 0.72 N 0.39 L/999 1.30 L/459 0.08 0.30 30 PLF • -2.0 to 30 • 13.8 [y.23.8] [ 0%] 9 13.84 16.88 30 PLF • 13.8 to 30 • 25.0 [y.23.8] [ 0%] 10 13.84 16.SS 30 PLF • 25.0 to 30 • 36.2 [y=23.8] [ OS] 11 19.58 12.30 HS51S 0.80 0.65 N 30 PLF • 36.2 to 30 • 50.0 [y.23.S][ OS] 12 19.58 12.30 40 PLF •21.0 to 40 • 25.0 [y.23.S][10OS] 13 19.58 12.30 40 PLF • 25.0 to 40 • 50.0 [y.23.8] [100%] 14 20.71 12.31 5X6 0.80 0.97 N 0.43 L/999 1.51 L/396 0.05 0.15 40 PLF • -2.0 to 40 • 0.0 [y.23.8][100%] 15 20.93 19.24 6X10(1) 1.00 0.81 N 0.42 L/999 1.49 L/399 0.08 0.31 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [ 0%] 16 20.93 19.24 — - 100 PLF • 21.0 to 100 • 29.0 [y.l2.6] [100%] 17 25.00 20.60 5X6 0.80 0.65 N 0.39 L/999 1.11 L/537 0.06 0.17 20 PLF • 21.0 to 20 • 29.0 iy.12.61[ OS] 18 25.00 20.60 - — Brg.f 1 Vert.R. 2195.1 # Hor.R. -O.Of 19 25.00 20.60 Brg.f 2 Vert.R. 2539.7 f Hor.R. O.Of 20 29.07 19.24 6X10(1) 1.00 0.81 N 0.42 L/999 1.51 L/394 0.06 0.25 .-.-.-.-.-[Roller Pressed].-.-.-.-.-=-.-. 21 29.07 19.24 [Portial Unbal. Rt][OC 24.00](DF 1.25][NM 1] 22 29.29 12.31 5X6 0.80 0.97 N 0.43 L/999 1.52 L/391 0.07 0.19 Repet i 11 ve Factors Used; Yes 23 30.42 12.30 HS518 O.SO 0.65 N — 30 PLF • -2.0 to 30 • 13.8 [y.23.8][ OS] 24 30.42 12.30 30 PLF • 13.8 to 30 • 25.0 [y.23.8][ OS] 25 30.42 12.30 30 PLF • 25.0 to 30 • 36.2 [y=23.8][ OS] 26 36.16 16.68 7X8 0.80 0.74 N 0.39 L/999 1.31 L/454 0.05 0.18 30 PLF • 36.2 to 30 • 50.0 [y.23.8] ( OS] 27 36.16 16.88 —- — - 40 PLF • 0.0 to 40 • 25.0 [y=23.8] [100%] 28 36.16 16.88 40 PLF • 25.0 to 40 • 29.0 [y.23.8] [100%] 29 38.75 12.23 4X4 0.80 0.70 N 0.36 L/999 1.19 L/499 0.09 0.26 40 PLF « -2.0 to 40 • 0.0 [y.23.8] [100S] 30 41.82 14.99 2X4 0.80 0.51 N 0.31 L/999 1.0OL/596 0.04 0.17 20 PLF • 0,0 to 20 • 50.0 [y. 6.4][ OS] 31 48.69 12.23 0.06 L/999 0.19 L/999 0.12 0.33 100 PLF • 21.0 to 100 • 29.0 [y.12.6][100S] 32 48.76 12.68 0.06 L/999 0.18 L/999 0.10 0.29 20 PLF • 21.0 to 20 • 29.0 [y.12.6] [ OS] 33 49.85 12.29 Brg.f 1 Vort.R. 2685.1 f Hor.R. O.Of 34 49.85 12.25 5X14(A1) 0.80 0.82 0.00 L/999 0.00 L/999 0.12 0.34 Brg.f 2 Vert.R. 2049.6 f Hor.R. -O.Of 35 50.00 12.26 — =-.-.-.-.-[Rol lar Pressed].-=-=-=-.-.-=-.-.-=-= [MWFRS ASCE Perp/L+*1[0C 24.00](DF 1.33][NM 1] Repetitive Factors Used: Yes -20 PLF • 25.0 to -20 • 36.2 R (y.l7.1] [lOOS] 18 PLF • -2.0 to 18 • 0.0 [y=23.S][ OS] 2 PLF • 0.0 to 2 9 13.8 L (y=17.1][100S] -20 PLF • 36.2 to -20 • 50.0 R (y.l2.5][10OS] 18 PLF • 0.0 to 18 • 25.0 [y.23.8] [ OS] 18 PLF • 25.0 to 18 • 50.0 [y.23.8][ OS] 28 PLF • -2.0 to 28 • O.O L [y.12.5][lOOS] 2 PLF • 13.8 to 2 9 25.0 L [y.20.8][10OS] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ OS] Brg.f 1 Vert.R. 724.4 f Hor.R. -199.Sf Brg.f 2 Vert.R. 387.2 # Hor.R. -O.Of =-=-.-.-=-[Roi lor Pressed].-.-.-.-.-=-=-=-=-=-. [MWFRS ASCE Perp/L+-][OC 24.00][0F 1.33][NM 1] Repetitive Factors Used: Yes -9 PLF • 25.0 to -9 • 36.2 R [y.l7.1][100%] 18 PLF • -2.0 to 18 • 0.0 [y23.8][ 0%] 13 PLF • 0.0 to 13 • 13.8 L (y.17.1][100%] -9 PLF • 36.2 to -9 • 50.0 R iy.t2.5][100S] 18 PLF • 0.0 to 18 • 25.0 [y=23.8][ OS] 18 PLF • 25.0 to 18 • 50.0 [y.23.8][ OS] 28 PLF • -2.0 to 28 • 0.0 L [y.12.5][lOOS] 13 PLF e 13.8 to 13 • 25.0 L [y.20.8][10OS] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ OS] Brg.f 1 Vert.R. 997.8 f Hor.R. -199.5# Brg.f 2 Vert.R. 660.7 f Hor.R. -O.Of .-.-...-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. (MWFRS ASCE Perp/L-*](OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -20 PLF • 25.0 to -20 • 36.2 R [y.l7.1][100S] IS PLF • -2.0 to 18 • O.O (y.23.8]( OS] -16 PLF • 0.0 to -16 • 13.8 L (y.17.1][100%] -20 PLF • 36.2 to IS PLF • 0.0 to 18 PLF • 25.0 to -31 PLF • -2.0 to -16 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R: Brg.f 2 Vert.R. 20 • 50.0 R [y.12.5][100S] 18 • 25.0 [y.23.8]( OS] 18 • 50.0 [y.23.8][ OS] 31 • 0.0 L ty.l2.5][100%] 16 • 25.0 L iy.20.S][100%i 12 • 50.0 [y. 6.4][ 0%] 28S.3 f Hor.R. -14.8f 269.2 f Hor.R. O.Of 16 PLF • -2.0 to -5 PLF • 0.0 to -9 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -31 PLF • -2.0 to -5 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. .-[Rol ler Pressed].-=-.-=-.-.-.-=-=-=-. [MWFRS ASCE Perp/L—][X 24.00][DF 1.331[NM 1] Repetitive Factors Used: Yes -9 PLF • 25.0 to -9 • 36.2 R [y.17.1][100%] 18 • 0.0 [y.23.8][ 0%] -5 • 13.8 L [y=17.1][100S] -9 • 50.0 » (y.12.5][100S] 18 • 25.0 [y.23.8][ OS] 18 • 50.0 [y.23.8][ 0%] 31 • 0.0 L [y.l2.5][100S] -5 • 25.0 L [y.20.a][100S] 12 • 50.0 [y. 6.4][ OS] 561.7 f Hor.R. -14.8f 542.7 f Hor.R. -O.Of -[Roller Pressed].-.-=-=-=-.-.-=-.-.-= [MWFRS ASCE Perp/R*.][OC 24.00][DF 1.33][NM 1] Yes 0.0 [y.23.8][ 0%] 13.8 L [y.17.1][100S] 50.0 R [y.12.5][100S] 25.0 [y.23.8][ OS] 50.0 [y.23.8][ OS] 6.4] [ OS] 190.7f -O.Of =-=-.-.-.-(Roi ler Pressed].-.-.-=-=-.-.-.-.-=-= (MWFRS ASCE Perp/Rt-][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes 13 PLF • 25.0 to 13 • 36.2 R [y.17.1][100%] 18 • 0.0 [y.23.8] [ OS] -9 • 13.8 L [y.17.1][100S) 13 • 50,0 R (y.12.5][10OS] 18 • 25.0 [y.23.8][ OS] IS • 50.0 [y.23.S][ 0%] -15 • 0.0 L [y.12.5][100%] -9 • 25.0 L [y.20.a][100%] 12 • 5O.0 [y. 6.4] [ 0%] i8.7 f Hor.R. 190.7f O.Of Repetitive Factors Used 2 PLF • 25.0 to 2 • 18 PLF • -2.0 to 18 • -20 PLF • 0.0 to -20 • 2 PLF • 36.2 to 2 • 18 PLF • 0.0 to 18 • 18 PLF • 25.0 to 18 • -15 PLF • -2.0 to -15 • -20 PLF • 13.8 to -20 • 12 PLF • 0.0 to 12 • Brg.f 1 Vert.R. 395.3 f Brg.f 2 Vert.R. 630.8 f IS PLF • -2.0 to -9 PLF • 0.0 to 13 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -15 PLF • -2.0 to -9 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. 61 Brg.f 2 Vert.R. 904.3 f Hor.R. .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.—.-.-. [MWFRS ASCE Perp/R-«][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yas ' 25.0 to -16 • 36.2 R [y.17.1][100S] -2.0 to 18 • 0.0 [y.23.8][ OS] 0.0 to -20 • 13.8 L [y.17.1][100%] -16 • 50.0 R [y.12.5][100%] 18 • 25.0 [y.23.8][ 0%] 18 • 50.0 [y.23.8][ OS] -15 • 0.0 L [y.12.5][100S] -20 • 25.0 L [y=20.S][100S] 12 • 50.0 [y. 6.4][ OS] 274.5 f Hor.R. 45.6f 316.1 f Hor.R. O.Of 36.2 to 0.0 to -16 PLF 18 PLF • -20 PLF • -16 PLF • IS PLF • 18 PLF • 25.0 to -15 PLF • -2.0 to -20 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R, Brg.f 2 Vert.R, -[Rol ler Pressed].-.-.-.-= [MWFRS ASCE Perp/R-][0C 24.00J[DF 1.33][N« 1] Repetitive Factors Used: Yes -5 PLF • 25.0 to -5 • 36.2 R [y=17.1][lOOS] 18 PLF • -2.0 to 18 • 0.0 [y=23.8][ OS] -9 PLF • 0.0 to -9 • 13.8 L [y.17.1][100%] -5 PLF • 36.2 to -5 • 50.0 R [y.12.51 [100%] 18 PLF • 0.0 to 18 • 25.0 [y.23.8][ 0%] IS PLF • 25.0 to 18 • 50.0 [y.23.8][ 0%] -15 PLF • -2.0 to -15 • 0.0 L [y.12.5][100S] -9 PLF • 13.8 to -9 • 25.0 L [y.20.8][lOOS] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ OS] Brg.f 1 Vert.R. 547.9 f Hor.R. 45.6f Brg.f 2 Vert.R. 589.5 f Hor.R. -O.Of =-=-.-.-.-[Rol ler Pressed].-.-.-.-.-.-a [MWFRS ASCE Psrl*t][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -10 PLF • 25.0 to -10 • 36.2 R [y.17.1][lOOS] 18 • 0.0 [y.23.8][ 0%] 10 • 13.8 L [y=17.1][100%] 10 • 50.0 R [y.12.5][10O%] 18 • 25.0 [y.23.8][ 0%] IS • 50.0 [y.23.8]( 0%] -5 • 0.0 L [y.12.5][100%] 10 • 25.0 L [y.20.8][100S] 12 • 50.0 [y. 6.4]( OS] 516.4 f Hor.R. 3.If 489.2 f Hor.R. -O.Of 18 PLF • -2.0 to -10 PLF • 0.0 to -10 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -5 PLF • -2.0 to -10 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. .-.-.-.-.-[Roiler Pressed].-.-.-.-.-=-= [MWFRS ASCE ParH.-][OC 24.00][0F 1.33][NM 1] Repetitive Factors Used: Yes 1 PLF • 25.0 to 18 PLF • -2.0 to 1 PLF 9 0.0 to 1 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -5 PLF • -2.0 to 1 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. • 36.2 R [y.17.1][100S] 18 • 0.0 [y.23.8] [ OS] 1 • 13.8 L [y.17.1](10DS] 1 • 50.0 R [y.12.5][100%] 18 • 25.0 (y.23.8][ OS] 18 • 50.0 [y.23.8][ OS] -5 • 0.0 L [y.l2.5][10OS] 1 • 25.0 L [y.20.8][100S] 12 • 50.0 [y. 6.4] [ OS] 789.9 f Hor.R. 3.If 762.6 f Hor.R. -0.0* .-.-.-.-.-[Roller Pressed]., [MWFRS ASCE Parl-.][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -29 • 36.2 R [y.17.1][100S] 18 • 0.0 (y.23.8][ OS] -29 • 13.8 L [y.l7.1][100S] -29 • 50.0 R [y.l2.5][100S] IS • 25.0 [y.23.S][ OSJ IS • 50.0 [y.23.8] [ OS] -23 • 0.0 L [y.12.5][100%] -29 • 25.0 L [y.20.8] [100%] 12 • 50.0 (y. 6.4][ OS] 13.2 t Hor.R. 15.6f 25.3 f Hor.R. O.Of ,-=-[Rol ler Pressed].-.-=—.-.-.-.-.-.-= [MWFRS ASCE Parl-][OC 24.00] [DF 1.33][MII 1] Repetitive Factors Used: Yes -18 PLF • 25.0 to -18 • 36.2 R [y.17.1 ](100%] 18 PLF 9 -2.0 to 18 • 0.0 [y.23.8] [ 0%] -IS PLF • 0.0 to -18 • 13.S L [y.17.1][10OS] -IS PLF • 36.2 to -18 • 50.0 R [y.12.5][lOOS] -29 PLF • 25.0 to 18 PLF • -2.0 to -29 PLF • 0.0 to -29 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -23 PLF s -2.0 to -29 PLF • 13.8 to 12 PLF • O.O to Brg.f 1 Vert.R. Brg.f 2 Vert.R. [ALPINE][CBC2O10/TPI-20O7][ATr50T4][45175/|] [Page 2] 18 PLF • 0.0 to 18 PLF • 25.0 to -23 PLF • -2.0 to -18 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R: Brg.f 2 Vort.R. 18 • 25.0 [y.23.8 18 • 50.0 [y.23.8 23 • 0.0 L [y.12 18 • 25.0 L [y.20 12 • 50.0 [y= 6.4 286.6 f Hor.R. 15 298.7 f Hor.R. -0 -[Roller Pressed].-.-: [CSC ASCE Wind Lt-.][0C 24.00][DF 1.33; Repet i t i ve Factors Used Yes -42 PLF • 13 S to -42 • 25 0 L [y.20 8][100S] 18 PLF • -2 0 to 18 • 0 0 [y.23.8 [ OS] -66 PLF • 25 0 to -66 • 30 0 R [y.l9 1][100%] IS PLF • 0 0 to IS • 3 0 [y.23.8 [ OS] -76 PLF • -2 0 to -76 • 0 0 L [y.12 5][IOCS] -42 PLF • 30 0 to -42 • 36 2 R [y.17 1][100S] 18 PLF • 3 0 to 18 • 25 0 [y.23.8 [ OS] -42 PLF • 3 0 to -42 • 13 8 L [y.17 1JC100S] 18 PLF • 25 0 to 18 • 30 0 [y.23.8 [ OS] -42 PLF • 36 2 to -42 • 50 0 R (y.12 5)[100%] 18 PLF 0 30 0 to 18 • 50 0 [y.23.8 ( 0%] 12 PLF • 0 0 to 12 • 50 0 [y. 6.4 [ 0%] -66 PLF • 0 0 to -66 • 3 0 L [y.l3 5][100%] -[Rallar Pressed] [C&C ASCE Wind Rt'-t-][OC 24.00] [DF 1.33; Repetitive Factors Used: Yes -42 PLF • 25.0 to -42 • 36.2 R [y.17 1][100%] -42 PLF • 13.8 to -42 • 20.0 L ty.l9 1][100S] 18 PLF • -2.0 to 18 • 20.0 (y.23.8 [ OS] -42 PLF • 36.2 to -42 • 45.0 R [y.l4 1][100%] 18 PLF • 20.0 to 18 • 25.0 [y.23.8 [ 0%] -66 PLF • 45.0 to -66 • 50.0 R [y.12 5][100%] -66 PLF • 20.0 to -66 • 25.0 L [y.20 8][100%] 18 PLF • 25.0 to 18 • 45.0 (y.23.8 ( o%] 18 PLF • 45.0 to 18 • 50.0 (y.23.8 ( 0%] 12 PLF • 0.0 to 12 • 50.0 (y. 6.4 ( 0%] -42 PLF • -2.0 to -42 • 13.8 L [y.17 1][100%] =-=--=--Roi 1 r Pressed] =-=--.-=-=--=-=-=-= [CSC ASCE Wind Lt-][0C 24.00][DF 1.33 [NM 1] Repetiti 19 Factors Used Yes -31 PLF 9 13.8 to -31 • 25.0 L [y.20 8][100S] 18 PLF 9 -2.0 to 18 • 0.0 [y.23.8 [ OS] -55 PLF 9 25.0 to -55 • 30.0 R [y.19 1][100S] 18 PLF 9 0.0 to 18 • 3.0 [y.23.8 [ OS] -76 PLF 9 -2.0 to -76 • 0.0 L [y.12 5][100S] -31 PLF 9 30.0 to -31 • 36.2 R [y=17 1][100S] 18 PLF 9 3.0 to 18 • 25.0 [y.23.8 [ OS] -31 PLF 9 3.0 to -31 • 13.8 L [y.17 1][100S] 18 PLF 9 25.0 to 18 • 30.0 [y.23.8 [ OS] -31 PLF 9 36.2 to -31 • 50.0 R [y.12 5][100%] 18 PLF 9 30.0 to 18 • 50.0 [y.23.8 [ o%] 12 PLF 9 0.0 to 12 • SO.O [y. 6.4 [ 0%] -55 PLF 9 0.0 to -55 • 3.0 L [y.l3 5][100%] -.-[CSC ASCE Wind Rt--][OC 24.00](DF 1.33 Repet i t i ve Fectors Used Yes -31 PLF • 25 0 to -31 • 36.2 R [y.17 1][100%] -31 PLF • 13 8 to -31 V 20.0 L [y.l9 lifioos] 18 PLF • -2 0 to 18 • 20.0 [y.23.8 [ OS] -31 PLF • 36 2 to -31 • 45.0 R [y.14 1][100S] 18 PLF • 20 0 to 18 • 25.0 [y.23.8 [ OS] -55 PLF • 45 0 to -55 • 50.0 R [y.12 5][IOCS] -55 PLF • 20 0 to -55 • 25.0 L [y.20 8] [IOCS] IS PLF • 25 0 to 18 • 45.0 [y.23.8 [ OS] 18 PLF • 45 0 to 18 • 50.0 [y.23.8 [ OS] 12 PLF • 0 0 to 12 • 50.0 [y. 6.4 [ OS] -31 PLF • -2 0 to -31 • 13.8 L [y.17.1]t100S] [ OS] [ OS] 5][100S] sjdoos] [ OS] 6f Of [Ml 1] [Ml 1] :-=-=-[Rolier Pressed].-=-=-=-.-. (KHCARLSB- - ATT50T4-W/PTL0AD) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Chord 2x6 DF-L #2(g) :T4 2x6 DF-L #1&Bet.(g): Bot chord 2x6 DF-L SS(g) :B2 1.5"x7.5" DF-L SS(g): :B3 2x4 DF-L #1&Bet.(g): Webs 2x4 DF-L #1&Bet.(g) :Rt Wedge 2x4 DF-L #1&Bet.(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 70 PLF at -2.00 to 70 PLF at 21.00 TC - From 190 PLF at 21.00 to 190 PLF at 29.00 TC - From 70 PLF at 29.00 to 70 PLF at 50.00 BC - From 20 PLF at 0.00 to 20 PLF at 50.00 TC - 930 LB Cone. Load at 42.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Deflection meets L/240 live and L/1B0 total load. Creep increase factor for dead load is 2.00. WARN ING: Furn i sh a copy of th i s DWG to the i nstaI I at i on contractor. Spec i a I care must be tal<en during handling, shipping and installation of trusses. See "WARNING" note below. 5X6 = 90 mph wind, 16.34 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Calculated horizontal deflection is 0.12" due to live load and 0.29" due to dead load. (a) Continuous lateral bracing equally spaced on member. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 49.85 Collar-tie braced with continuous lateral bracing at 24" ce iIi ng. OC. or rigid Calculated vertical deflection is 0.49" due to live load and 1.22" due to dead load at X = 29-3-8. (I) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 7X8 6X10(1) 6X10(1)* 2X4^ T4 3X4# 5X14(Al) = 0-6-1 1 T 8-10-1 0-6-1 1 T 12-0-0 HS416(C8) = 7X8(08) = 5-8-0 8-3-0 9-9-0 11-3-0 50-0-0 Over 2 Supports 25-0-0 19-7-0 R=2998 W=5.5" RL=191/-199 PLT TYP. 20 Gauge HS,Wave\R San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04.060 TRUSSES REQUIRE EXTHEHE CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET. SUITE 312. ALEXANDRIA, VA, 22314) AND »TCA (1000 TRUSS COUNCIL OF AMERICA. 63O0 ENTERPRISE LANE, MADISON, «l 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIDMS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AMO BOTTOM CHORD SHALL HAVE A MOPERLV ATTMCHED RIOID CEILIMQ. '*IHPORTIIIiT**FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, IT» SUILDING COMPONENTS GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS I^SIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE VITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS IITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPt. ALPINE CONNECTOR PLATES AHE MADE OF 20/1B/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 («, K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPM-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDIMG IS THE RESPONSIBILITY OF THE BUILDING DESIMER PER ANSI/TPI 1 SEC. 2. R=3507 W=5.5" CA/-/3/1/-/R/-Scale =.135"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF REF R6004- 37223 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DATE 09/11/12 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DRW CAUSR6004 12255014 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF CA-ENG LVT/GWH TOT.LD. 44.0 PSF SEQN- 88025 DUR.FAC. 1.25 SPACING 24.0" JREF- 1UPE6004Z01 [ALPINE][CBC2010/TPI-2007][ATr50T4-W/PTL0AD][45175/1] [Page 1] [TCLL 20.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25](OC 24.0][Ml 1][SOFFIT 0.0] [Attic Std.Ld.][0C 24.00][DF 1.25][N« 1] .....Bearings... [X-Loc][React][Size] ..... Repetitive Factors Used: No ( 0.00][ 2998][ -199h](0.46] [49.54][ 3507][0.46] 30 PLF • -2.0 to 30 • 13.8 [y.23.8][ OS] 30 PLF • 13.8 to 30 • 25.0 [y.23.8][ OS] EndPts MaxTen MaxCoflip AXL BNO CSI GLC S Grade Length Pitch Brace 30 PLF • 25.0 to 30 • 36.2 [y.23.S][ OS] 0- 1 44 0 0.01 0.15 0.16 1 6 DF-L f2(g) 25.30 4.00 Plywd 30 PLF • 36.2 to 30 • 50.0 (y.23.8]( OS] 4- 6 1040 -7565 0.31 0.40 0.70 1 6 DF-L f2(g) 87.75 4.00 Plywd 40 PLF • 0.0 to 40 • 25.0 (y.23.8] [100%] 6- 8 984 -7195 0.26 O.IS 0.44 1 6 DF-L f2(g) 71.68 4.00 Plywd 40 PLF • 25.0 to 40 • 50.0 [y.23.8] [100%] 9-15 895 -6301 0.10 0.52 0.62 2 6 DF-L f2(g) 89.60 4.00 Plywd 40 PLF • -2.0 to 40 • 0.0 [y.23.8][100%] 15- 17 236 -646 0.00 0.33 0.33 3 6 OF-L #2<g) 51.51 4.00 Plywd 20 PLF • 0.0 to 20 » 50.0 £y. 6.4][ 0%J 18-21 235 -644 0.00 0.33 0.33 2 6 DF-L f2(g) 51.51 -4.00 Plywd 20 PLF • 21.0 to 20 • 29.0 (y.12.6] [ 0%] 21- 28 918 -6333 0.21 0.52 0.73 1 6 DF-L f2(g) 89.60 -4.00 Plywd 100 PLF • 21.0 to 100 • 29.0 (y=12.6][100%] 26- 30 1053 -8362 0.23 0.15 0.38 1 6 DF-L flSBet. ( 71.68 -4.00 Plywd 930.00 Lbs. • 42.5. 23.8 Angle.270 30- 32 1144 -9496 0.37 0.56 0.94 1 6 DF-L flSBet. ( 87.75 -i.OO Plywd Brg.f 1 Uert.R. 2997.7 f Hor.R. O.Of 5- 7 7099 -899 0.53 0.19 0.72 1 6 OF-L SSCg) 119.25 -0.00 •120" Brg.f 2 Vert.R. 3507.1 # Hor.R. -O.Of 7- 13 6603 -771 0.49 0.38 O.SS 1 6 DF-L SS(g> 100.00 0.11 #120" .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. 12-14 6603 -770 0.44 0.35 0.79 1 8 DF-L SS(g) 13.50 0.11 •120" [Att ic 1st .UnBai .Ld. ] [OC 24.00] (DF 1.25] (NM 1] 14- 22 5868 -569 0.39 0.38 0.77 1 8 DF-L SS(g) 103.00 -0.00 •120" Repetitive Factors Used: Yes 22- 24 7285 -767 0.29 0.40 0.69 2 8 DF-L SS(g) 13.50 -0.11 •120" 30 PLF • -2.0 to 30 • 13.8 [y.23.8]( 0%] 16- 20 724 - 5300 0.21 0.04 0.24 1 4 DF-L flSBet. ( 97.74 -0.00 •120" 30 PLF • 13.8 to 30 • 25.0 [y.23.8] [ 0%] 25- 29 7285 -768 0.32 0.45 0.77 2 6 DF-L SS(g) 100.00 -0.11 •120" 30 PLF • 25.0 to 30 • 36.2 (y.23.8] [ 0%] 29-31 8909 -972 0.66 0.17 0.84 1 6 OF-L SS(g) 119.25 -0.00 •120" 30 PLF • 36.2 to 30 • 50.0 (y.23,8J[ OS] 2 - 3 476 - 2801 Plate Member .— PUTE MEMBER 0.50 -Vert 40 PLF • -2.0 to 40 • 25.0 [y.23.8][lOOS] 2- 4 975 -7584 0.25 0.25 0.50 1 6 DF-L f2(g) 13.92 4.23 Plywd 20 PLF • 0.0 to 20 • 50.0 [y. 6.4]( OS] 1- 2 30 -1 -.—Fictious MemBer.-.- DF-L #2(g) 1.78 2.26 20 PLF •21.0 to 20 • 29.0 [y.12.6] [ OS] 4-5 152 -110 -.-.Plate Member PUTE MEMBER 5.43 -73.95 100 PLF • 21.0 to 100 • 29.0 [y.12.6] [100S] 3- 5 7110 -925 0.53 0.10 0.63 1 6 DF-L SS(g) 14.00 -0.20 9120" Brg.f 1 Vert.R. 2611.6 f Hor.R. -O.Of 33-34 333 -3142 -.-= Plato Member =-.- PUTE MEMBER 0.50 -Vert - Brg.f 2 Vert.R. 1963.2 f Hor.R. O.Of 32- 33 1068 - 9480 0.29 0.17 0.46 1 6 DF-L flSBet. ( 13.92 -4.23 Plywd .-.-[Roi lor Pressed].-.-.-.-. 33- 35 2 -0 -.-.Fictious Member.-.- DF-L flSBet. ( 1.76 -2.26 [Attic 2nd.UnBai .Ld.][OC 24.00][DF 1.25][NM 1] 31- 32 225 - 254 Plate Member PUTE MEMBER 5.43 73.95 Repetitive Factors Used: Yes 31-34 8954 -1010 0.67 0.12 0.79 1 6 DF-L SS(g) 14.00 0.20 •120" 30 PLF • -2.0 to 30 • 13.8 [y.23.8][ OS] 8- 10 984 -7071 -.-.Fictious Member.-.- DF-L f2(g) 0.00 -Vert - 30 PLF • 13.8 to 30 • 25.0 [y.23.8][ 0%] 9- 10 6301 -655 -.-.Fictious Member.-.- DF-L »2(g) 0.00 -Vert 30 PLF • 25.0 to 30 • 36.2 [y.23.8] ( 0%] 17- 19 236 -557 -.-.Fictious M«l«lar.-.- OF-L »2(g) 0.00 -Vert 30 PLF • 36.2 to 30 • 50.0 (y.23.8] [ OS] 16-19 555 -235 -.-.Fictious Menber.-.- DF-L f2(g) 0.00 -Vert 40 PLF •25.0 to 40 • 50.0 (y.23.8] [100%] 27- 28 6333 - 878 -.-.Fictious Member.-.- DF-L f2(g) 0.00 -Vert 20 PLF • 0.0 to 20 • 50.0 (y. 6.4][ 0%] 26- 27 8237 -1053 -.-.Fictious Member.— DF-L flSBet. ( 0.00 -Vert 20 PLF • 21.0 to 20 • 29.0 [y.12.6]( 0%] 11-13 770 -6601 -.-.Fictious Member.-.- DF-L SS(g) 0.00 -Vert- 100 PLF • 21.0 to 100 • 29.0 [y.12.6] [100%] 11-12 6601 -770 -.-.Fictious Member.-.- DF-L SS(g) 0.00 -Vert Brg.f 1 Vert.R. 2026.8 f Hor.R. 0.0* 23- 24 768 -7284 .Fictious Member.-.- DF-L SS(g) 0.00 -Vert Brg.f 2 Vert.R. 2468.0 f Hor.R. -O.Of 15- 16 724 -5300 -.—Fictious Member.-.- DF-L flSBet. ( 0.00 -Vert [Rol ler Pressed].-.-. 20- 21 724 -5300 -.-.Fictious Member.-.- DF-L flSBet.( 0.00 -Vert [Attic Dead Load Ld.][OC 24.00][DF 1.X][NM 1] 23-25 7284 -768 -.-.Fictious Member.-.- DF-L SS(g) 0.00 -Vert Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 13.8 (y.23.8][ 0%) EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 30 PLF • 13.8 to 30 • 25.0 (y.23.8][ 0%] 6- 7 194 -439 0.10 1 4 OF-L flSBet 45.45 30 PLF • 25.0 to 30 • 36.2 [y.23.S][ OS] 7- 10 586 0 0.07 5 4 DF-L flSBet 59,71 30 PLF • 36.2 to 30 • 50.0 [y.23.8]( OS] 10-14 241 -1131 0.28 2 4 OF-L flSBet 94.80 1 CLB 20 PLF • 0.0 to 20 • 50.0 [y= 6.4] ( OS] 14-15 1358 -44 0.17 1 4 OF-L flSBet 76.75 20 PLF • 21.0 to 20 s 29.0 (y.12.6][ 0%] 21- 22 1562 -54 0.20 1 4 DF-L flSBet 76.75 100 PLF • 21.0 to 100 • 29.0 (y.12.6][100%] 22- 27 254 -1641 0.41 1 4 DF-L flSBet 94.60 1 CLB Brg.f 1 Vert.R. 1778.3 f Hor.R. -O.Of 27- 29 1212 -40 0.15 1 4 DF-L flSBet 59.71 Brg.f 2 Vert.R. 1716.5 # Hor.R. -O.Of 29-30 246 -1390 0.32 1 4 DF-L flSBet 45.45 .-.-.-.-.-[Roi ler Pressed].-.-.-. [TPI pass f2](0C 24.00][DF 1.25][NM 1] Node X-Loc Y-Loc Piate Cq JSI Method dBfiY(L) defiY(T) dxL dxT Repetitive Factors Used: Yes 0 -2.00 11.60 0.00 L/999 0.00 L/999 0.00 0.00 30 PLF • -2.0 to 30 • 25.0 (y.23.8][ OS] 1 0.00 12.26 30 PLF • 25.0 to 30 • 50.0 [y.23.8)[ OS] 2 0.15 12.29 20 PLF • 0.0 to 20 • 50.0 [y. 6,4] [ OS] 3 0.15 12.25 5X14CA1) O.SO 0.87 0.00 L/999 0.00 L/999 0.00 0.00 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [100%] 4 1.24 12.68 0.04 L/999 0.16 L/999 0.01 0.05 Brg.f 1 Vert.R. 1798.3 f Hor.R. O.Of 5 1.31 12.23 0.05 L/999 0.17 L/999 0.00 0.01 Brg.f 2 Vert.R. 1736.5 f Hor.R. O.Of 6 8.18 14.99 2X4 0.80 0.51 N 0.27 L/999 0.98 L/606 0.07 0.25 . (Roi ier Pressed] 7 11.25 12.23 4X4 0.80 0.68 N 0.32 L/999 1.17L/509 0.03 0.09 (Partial Unbal. Lt][OC 24.00][DF 1.25][NM 1] 8 13.84 16.88 7X8 0.80 0.72 N 0.35 L/999 1.29 L/463 0.08 0.30 Repetitive Factors Used: Yes 9 13.84 16.88 30 PLF • -2.0 to 30 • 13.8 [y.23.8] [ 0%] 10 13.84 16.68 30 PLF • 13.S to 30 • 25.0 [y.23.8] [ OS] 11 19.58 12.30 HS518 0.80 0.77 N 30 PLF • 25.0 to 30 • 36.2 [y.23.8] [ 0%] 12 19.58 12.30 30 PLF • 36.2 to 30 • 50.0 (y.23.8][ OS] 13 19.58 12.30 - -- 40 PLF • 21.0 to 40 • 25.0 (y.23.8][100S] 14 20.71 12.31 5X6 O.SO 0.97 N 0.40 L/999 1.49 L/400 0.05 0.17 40 PLF • 25.0 to 40 • 50.0 [y=23,a][100S] 15 20.93 19.24 6X10(1) 1.00 0.88 N 0.40 L/999 1.48 L/403 0.08 0.31 40 PLF • -2.0 to 40 • 0.0 [y.23.8] [100%] 16 20.93 19.24 20 PLF • 0.0 to 20 • 50.0 [y. 6.4] [ 0%] 17 25.00 20.60 5X6 0.80 0.70 N 0.37 L/999 1.30 L/457 0.06 0.21 20 PLF • 21.0 to 20 • 29.0 [y.12.6] [ OS] 18 25.00 20.60 — 100 PLF • 21.0 to 100 • 29.0 (y.12.6][10OS] 19 25.00 20.60 Brg.f 1 Vert.R. 2195.1 t Hor.R. O.Of 20 29.07 19.24 6X10(1) 1.00 0.89 N 0.48 L/999 1.69 L/353 0.06 0.24 Brg.f 2 Vert.R. 2539.7 f Hor.R. O.Of 21 29.07 19.24 .-.-.-.-.-[Roller Pressed].-.-.-=-.-. 22 29.29 12.31 5X6 0.80 0.96 N 0.49 L/999 1.71L/349 0.06 0.21 [Partlal Unbal. Rt][OC 24.00][DF 1.25](NM 1] 23 30.42 12.30 HS518 O.SO 0.76 N Repetitive Factors Used: Yes 24 30.42 12.30 30 PLF • -2.0 to 30 • 13.8 [y.23.S]( OS] 25 30.42 12.30 30 PLF • 13.8 to 30 • 25.0 [y=23.8] ( OS] 26 36.16 16.88 8X8 0.80 0.63 N 0.43 L/999 1.53 L/390 0.05 0.18 30 PLF • 25.0 to 30 • 36.2 [y.23.8] [ 0%] 27 36.16 16.88 - — 30 PLF • 36.2 to 30 » 50.0 (y=23.8I[ OSJ 28 36.16 16.88 40 PLF • 0.0 to 40 • 25.0 [y.23.8] [lOOS] 29 38.75 12.23 5X6 O.SO 0.72 N 0.40 L/999 1.41 L/422 0.08 0.29 40 PLF • 25.0 to 40 • 29.0 (y=23.8](100S] 30 41.82 14.99 3X4 0.80 0.67 N 0.35 L/999 1.22 L/491 0.04 0.17 40 PLF • -2.0 to 40 • 0.0 [y.23.S](100S] 31 48.69 12.23 7X8(C8) 0.80 0.99 0.06 L/999 0.22 L/999 0.11 0.40 20 PLF • 0.0 to 20 • 50.0 [y= 6.4][ OS] 32 48.76 12.68 0.06 L/999 0.22 L/999 0.10 0.34 20 PLF • 21.0 to 20 • 29.0 [y.12.6] [ 0%] 33 49.85 12.29 HS416(C8) .80 0.99 100 PLF • 21.0 to 100 • 29.0 [y=12,6][100%] 34 49.85 12.25 0.00 L/999 0.00 L/999 0.12 0.41 Brg.f 1 Vert.R. 2685.1 f Hor.R. 0.0* 35 50.00 12.26 Brg.f 2 Vert.R. 2049.6 f Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-.-=-=-. [M«FRS-Attic Std.Ld.][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes Brg.f 1 Vert.R. 0.0 f Hor.R. O.Of Brg.f 2 Vert.R. 0.0 f Hor.R. O.Of .-.-.-.-.-[Rol ler Pressed].-.-=-.-=-.-.-.-.-=-. (MIIFRS ASCE Perp/L*»][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -20 PLF • 25.0 to -20 • 36.2 R [y.17.1][100%] 18 PLF • -2.0 to IS • 0.0 (y.23.8][ OS] 2 PLF • 0.0 to 2 9 13.8 L (y.17.1][lOOS] -20 PLF • 36.2 to -20 • 50.0 R (y.12.5][lOOS] 18 PLF • 0.0 to 18 • 25.0 [y.23.8][ OS] 18 PLF • 25.0 to 18 • 50.0 (y=23.8][ 0%] 28 PLF • -2.0 to 28 • 0.0 L [y.12.5][100%] 2 PLF • 13.8 to 2 9 25.0 L [y.20.8][100%] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4J[ OSJ Brg.f 1 Vert.R. 724.4 f Hor.R. -199.5f Brg.f 2 Vert.R. 387.2 f Hor.R. -O.Of .-.-.-.-.-(Roi ler Pressed] =-=-.-.-.-.-.-.-=-.-= [MWFRS ASCE Perp/Lt-](OC 24.00][DF 1.33](NM 1] Repetitive Factors Used: Yes -9 PLF • 25.0 to -9 • 36.2 R (y.17.1][10OSJ IS PLF • -2.0 to 18 • 0.0 [y.23.8]( OS] 13 PLF • 0.0 to 13 • 13.8 L (y.17.1][100S] -9 PLF • 36.2 to -9 • 50.0 R [y.12.5][100%] 18 PLF • 0.0 to 18 • 25.0 [y-23.8]( 0%] 18 PLF e 25.0 to 18 • 50.0 [y.23.8][ 0%] 28 PLF • -2.0 to 28 • 0.0 L [y.12.5J[100%] 13 PLF • 13.8 to 13 • 25.0 L [y.20.8][100%] 12 PLF • 0.0 to 12 • 50.0 (y. 6.4]( 0%] Brg.f 1 Vert.R. 997.8 f Hor.R. -199.5f Brg.f 2 Vert.R. 660.7 f Hor.R. -0.0* .-.-.-.-..[Rol ler Pressed].-.-=-=-=-.-.-.-=-=-. [MIIIFRS ASCE Perp/L-t][OC 24.00] [DF 1.33][NM 1] Repetitive Factors Used TTes -20 PLF • 25.0 to -20 • 36.2 R [y.17.1][100%] 18 PLF • -2.0 to 18 • 0.0 [y.23.8][ 0%] -16 PLF • 0.0 to -16 • 13.8 L [y.17.1](100S] -20 PLF • 36.2 to -20 • 50.0 R [y.12.5][100S] 18 PLF • 0.0 to IS • 25.0 [y.23.8] [ OS] 18 PLF • 25.0 to 18 c 50.0 [y.23.8][ OS] -31 PLF • -2.0 to -31 • 0.0 L [y.12.5][100S] -16 PUF • 13.8 to -16 • 25.0 L [y.20.8][10OS] 12 PLF • 0.0 to 12 9 50.0 [y. 6.4J[ OS] Brg.f 1 Vert.R. 288.3 f Hor.R. -14.Sf Brg.f 2 Vert.R. 269.2 f Hor.R. -O.Of =-=-=-s-=-[Roller Pressed]=-=-=-=-=-=-=-=-=-=-= [MlfFRS ASCE P«rp/L"][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used Yes -9 PLF » 25.0 to -9 • 36.2 R [y.17.1][100S] IS PLF • -2.0 to 18 • 0.0 [y.23.8][ OS] -5 PLF • 0,0 to -5 • 13.8 L [y.17.1](100S] -9 PLF • 36,2 to -9 e 50.0 R [y.12.5][100S] 18 PLF • 0,0 to 18 • 25.0 [y.23.8] [ OS] 18 PLF • 25.0 to 18 • 50.0 [y.23.8][ OS] -31 PLF • -2.0 to -31 • 0.0 L [y.12.5][10O%] -5 PLF • 13.8 to -5 • 25.0 L [y.20.8][lOOS] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4] [ OS] Brg.f 1 Vert.R. 561.7 f Hor.R. -14.8f Brg.f 2 Vert.R. 542.7 f Hor.R. -O.Of =-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MIIIFRS ASCE Perp/R»»][OC 24.00][DF 1.33][NM 1] Yes 2 PLF • 25.0 to 18 PLF • -2.0 to -20 PLF • 0.0 to 2 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -15 PLF • -2.0 to -20 PLF • 13.8 to 12 PLF • 0.0 to Used 2 • 18 • -20 • 2 • > IS • 18 • -15 • -20 • 12 • 395.3 f 630.8 f 36.2 R [y.17.1][100S] 0.0 [y.23.8][ OS] 13.8 L (y.17.1][100S] 50.0 R [y.12.5][100S] 25.0 (y.23.8] ( OS] 50.0 [y.23.8][ OS] 0.0 L [y=12.5][10OS] 25.0 L (y.20.8](100S] 50.0 [y= 6.4][ OS] Hor.R. 190.7f Hor.R. -O.Of Brg.f 2 Vert.R. =-.-.-.-.-(Rol ler Pressed].-.-.-.-.-.-=-3-.-.-. [MIIFRS ASCE Perp/Rt-][OC 24.00][DF 1.33](K» 1] Repetitive Factors Used: Yes 13 PLF • 25.0 to 13 • 36.2 R [y=17.1][lOOS] 18 PLF • -2.0 to IS • 0.0 [y.23.S][ OS] -9 PLF • 0.0 to -9 • 13.8 L [y.17.1] [100%] 13 PLF • 36.2 to 13 • 50.0 R [y=12.5] [lOOS] IS PLF • 0.0 to 18 • 25.0 [y.23.8][ OS] 18 PLF • 25.0 to IB • 50.0 [y.23.8]( OS] -15 PLF • -2.0 to -15 • 0.0 L [y.12.5][100%] -9 PLF • 13.8 to -9 • 25.0 L [y.20.S][lOOS] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ OS] Brg.f 1 Vert.R. 668.7 f Hor.R. 190.7f Brg.f 2 Vert.R. 904.3 f Hor.R. -O.Of .-.-.-.-.-[Rol ier Pressed].-.-.-=-.-.-.-.-.-.-= (IHIFRS ASCE Perp/R-+][OC 24.00][DF 1.33][NM 1] Yes -16 PLF • 25.0 to 0,0 [y.23.8] [ OSJ Used -16 • IS • -20 • -16 • 18 • 18 • -15 • -20 • 12 • 274.5 f 316.1 f 50.0 R [y.12.5][lOOS] 25.0 [y.23.S]( OS] 18 PLF • -2.0 to -20 PLF • 0.0 to -16 PLF • 36.2 to 18 PLF » 0.0 to 18 PLF • 25.0 to -15 PLF • -2.0 to -20 PLF • 13.8 to 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ OS] Brg.f 1 Vert.R. 274.5 f Hor.R. 45.6f Brg.f 2 Vert.R. 316.1 f Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-a-.-.-.-.-.-«- [MIIFRS ASCE Perp/R--][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes 0.0 [y.23.8][ OS] 25.0 [y.23.81[ OS] SO.O [y.23.8]( 0%] 0.0 L (y.12.5][100%] 25.0 L [y.20.8][100%] 50.0 [y. 6.4] [ 0%] Hor.R. 45.6f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-.-=-=-.-.-.-.-.-=-. [miFRS ASCE Parl**J[OC 24.00J[DF 1.33I[NM IJ Repetitive Factors Used: Yes -10 PLF • 25.0 to -10 • 36.2 R [y=17.1][10O%] 18 PLF • -2.0 to 18 • 0.0 (y.23.8][ OS] -10 • 13.8 L [y.17.1][100%] -10 • 50.0 R (y.12.5][100%] 18 • 25.0 (y=23.8][ OS] 18 • 50.0 [y.23.8] [ OS] -5 • 0.0 L [y.12.5][100S] -10 • 25.0 L [y.20.8][100S] 12 • 50.0 [y. 6.4][ OS] 516.4 f Hor.R. 3.If 489.2 f Hor.R. -O.Of -5 PLF • 25.0 to -5 • IS PLF • -2.0 to 18 • -9 PLF • 0.0 to -9 • -5 PLF • 36.2 to -5 • 18 PLF • 0.0 to 18 • IS PLF • 25.0 to 18 • -15 PLF • -2.0 to -15 • -9 PLF • 13.8 to -9 • 12 PLF • 0.0 to 12 • Brg.f 1 Vert.R. 547.9 f Brg.f 2 Vert.R. 589.5 f -10 PLF • 0.0 to -10 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -5 PLF • -2.0 to -10 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. .-.-.-.-.-(Roiler Pressed].-.-.-.-.-.-.-.-.-.-: [MIIFRS ASCE ParH-](OC 24.00](DF 1.33][NM 1] Repetitive Factors Used: Yes 1 36.2 R [y.l7.1][100S 0.0 [y.23.S]( OS] OS] OS] ' 50.0 (y= 6.4] [ OS] 3.If -O.Of .-.-.-.-.-[Rol ler Pressed].-.-.-.-=-.-=-=-.-.- (MIIFRS ASCE Pari-*][OC 24.00]tDF 1.33](NM 1] 1 PLF • 25.0 to 1 • 18 PLF • -2.0 to 18 • 1 PLF • 0.0 to 1 • 1 PLF • 36.2 to 1 • 18 PLF • 0.0 to IS • 18 PLF • 25.0 to IS • -5 PLF • -2.0 to -5 • 1 PLF • 13.8 to 1 • 12 PLF • 0.0 to 12 • Brg.f 1 Vert.R. 789.9 # Brg.f 2 Vert.R. 762.6 f Repetitive Factors Used Yes -29 PLF • 25.0 to -29 e 36.2 R (y.17.1][100%I 18 PLF • -2.0 to 18 • 0.0 [y.23.8J[ OS] -29 PLF • 0.0 to -29 • 13.S L [y.l7.1][100%] -29 PLF •36.2 to -29 • 50.0 R [y.12.5][10O%] 18 PLF • 0.0 to IS • 25.0 [y.23.S]( 0%] 18 PLF • 25.0 to 18 • 50.0 (y.23.8][ OS] -23 PLF • -2.0 to -23 • 0.0 L [y.l2.51[10OS] -29 PLF • 13. S to -29 • 25.0 L (y.20.8][100S] 12 PLF • 0.0 to 12 • 50.0 (y. 6.4][ OS] Brg.f 1 Vert.R. 13.2 f Hor.R. 15.6f Brg.f 2 Vert.R. 25.3 f Hor.R. -O.Of i-=-[Roller Pres5ed]=-=-=-: [ALPINE][CBC2010/TPI-2O07][ATT5OT4-ll/PTL0AO][45175/|] [Page 2] [M»FRS ASCE Pan—][0C 24.00][DF 1.33][N» 1] Repetitive Factors Used: Yes 1 PLF • 25.0 to 18 PLF • -2.0 to -18 PLF • 0.0 to -18 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -23 PLF • -2.0 to -18 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R- 36.2 R (y.17.1][100%] IS • 0.0 [y.23.S][ 0%) 18 • 13.8 L [y.l7.1][100S] 18 • 50.0 R [y=12.5][100S] 18 • 25.0 [y=23.8]( OS] 18 • 50.0 [y.23.S]( OS] 23 • 0.0 L [y.l2.5][100S] 18 • 25.0 L [y.20.S][100S] 12 • 50.0 [y. 6.4]( OS] 286.6 f Hor.R. 15.6f 298.7 f Hor.R. -O.Of -.-.-[Roller Pressed].-: [CSC ASCE Wind Lt-..][OC 24.00][DF 1.33](MI 1] Repot it ive Factors Used Yes -42 PLF • 13.8 to -42 • 25 0 L [y.20.8][lOOS] 18 PLF • -2.0 to 18 • 0 0 [y.23.8][ OS] -66 PLF • 25.0 to -66 • 30 0 R [y.19.1][100S] 18 PLF • 0.0 to 18 • 3 0 [y.23.8][ OS] -76 PLF • -2.0 to -76 • 0 0 L [y.12.5][100S] -42 PLF • 30.0 to -42 • 36 2 R [y.l7.1][100S] 18 PLF • 3.0 to 18 • 25 0 [y.23.8] [ OS] -42 PLF • 3.0 to -42 • 13 8 L [y.17.1][100S] 18 PLF • 25.0 to IS • 30 0 [y.23.8][ OS] -42 PLF • 36.2 to -42 • 50 0 R [y.12.5][lOOS] IB PLF • 30.0 to 18 • 50 0 [y.23.8][ OS] 12 PLF • 0.0 to 12 • 50 0 [y 6.4] [ OS] -66 PLF • 0.0 to -66 • 3 0 L [y.13.5][10OS] -=--Roller Pressed .--= = = = = = [CSC ASCE Wind Rt-H J[OC 24.00I[DF 1.33][NM 1] Repet i t i ve Factors Used Yes -42 PLF • 25.0 to -42 • 36 2 R [y17.1][100Sl -42 PLF • 13.8 to -42 • 20 0 L [y-19.1][100S] 16 PLF • -2.0 to 18 • 20 0 [y.23.8] [ OS] -42 PLF • 36.2 to -42 • 45 0 R [y-14.1][100S] 18 PLF • 20.0 to 18 • 25 0 [y.23.8][ OS] -66 PLF • 45.0 to -66 • 50 0 R [y.12.5][100S] -66 PLF • 20.0 to -66 • 25 0 L [y.20.S][100S] 18 PLF • 25.0 to 18 • 45 0 [y.23.8] [ OS] 18 PLF • 45.0 to IS • 50 0 [y.23.8]( OS] 12 PLF • 0.0 to 12 • 50 0 (y. 6.4]( OS] -42 PLF • -2.0 to -42 • 13 s L [y.17.1][100S] Repetl t i ve Factors Used Yes -31 PLF • 13.8 to -31 • 25.0 L [y.20.8][lOOS] 18 PLF • -2.0 to 18 • 0.0 [y.23.8] [ OS] -55 PLF • 25.0 to -55 • 30.0 R [y.19.1][100S] 18 PLF • 0.0 to 18 • 3.0 [y.23.8][ OS] -76 PLF • -2.0 to -76 • 0.0 L [y.12.5][100SJ -31 PLF • 30.0 to -31 • 36.2 R [y.l7.1][100S] IS PLF • 3.0 to 18 • 25.0 [y.23.8] [ OS] -31 PLF • 3.0 to -31 • 13.8 L [y.17.1][100S] 18 PLF • 25.0 to 18 • 30.0 [y.23.8] [ OS) -31 PLF • 36.2 to -31 • 50.0 R [y.l2.5][100S] 18 PLF • 30.0 to 18 • 50.0 (y.23.8] [ OS] 12 PLF • 0.0 to 12 • 50.0 (y. 6.4]( OS] -55 PLF • 0.0 to -55 • 3.0 L [y.13.5][100S] ... -Ro i1er Pressed [CSC ASCE 1 find Rt— ][0C 24.00][DF 1.33][NH 1] -31 PLF • 25 0 to -31 • 36 2 R [y.17.1][100S] -31 PLF • 13 8 to -31 • 20 0 L [y.19.1][100S] 18 PLF • -2 0 to 18 • 20 0 [y.23.8] [ OS] -31 PLF • 36 2 to -31 • 45 0 R (y.l4.1][100S] 18 PLF • 20 0 to 18 • 25 0 [y.23.8]( OS] -55 PLF • 45 0 to -55 • 50 0 R [y.l2.5][100S] -55 PLF • 20 0 to -55 • 25 0 L [y.20.8][100S] 18 PLF • 25 0 to 18 9jA5 0 (y.23.8][ OS] 18 PLF • 45 0 t^ >(l[y.23.S][ OS] 12 PLF • :SVy. 6.4][ OS] -31 PLF -3? ^k[y.17.1][100S] (KHCARLSB- - ATT50T4-W/WALL) THIS DWG PREPARED FROIII COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 OF-L #2(g) Bot; chord 2x6 OF-L SS(g) :B3 2x4 DF-L #1&Bet.(g): Webs 2x4 OF-L #1&Bet T4 2x6 DF-L #1&Bet.(g): - SSTg): B2 1.5"x7.5" DF-L (g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. SPECIAL LOADS (LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 70 PLF at -2,00 to 70 PLF at 21.00 TC - From 190 PLF at 21.00 to 190 PLF at 29.00 TC - From 70 PLF at 29.00 to 70 PLF at 45.00 TC - From 535 PLF at 45.00 to 535 PLF at 50.00 BC - From 20 PLF at 0.00 to 20 PLF at 50.00 90 mph wind, 16.34 ft mean hgt, ASCE 7-05, CLOSED bidg. Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. In lieu of structural panels or rigid ceilinq use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 49.85 WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 2 COMPLETE TRUSSES REQUIRED Nail Schedule;0.131"x3" nails Top Chord: 1 Row e 3.75" o.c. Bot Chord: 1 Row e12.00" o.c. Webs ; 1 Row e 4" o.c. Use equal spacing between rows and stagger nails i n each row to avo id spIi tt i ng. Truss transfers a maximum horizontal load of 3000# (60.15 PLF) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Horiz. Loads: Force{#) (PLF) Mbr Start End Case 1: 3000 60.15 TC 0.00 50.00 3000 BC 0.00 Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ce i I i ng. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. ^ 4 7X8^ 2X4^ 2X4 # 0-6-1 1 T 8-10-1 5X8(Al) = 0-6-1 1 T 5X8(Al) = 8-3-0 11-3-0 5-8-0 6-11-4 9-9-0 25-0-0 8-3-8 8-0-0 T 6-11-4 5-8-0 21-0-0 50-0-0 Over 2 Supports 9-9-0 ^ 25-0-0 8-3-0 11-3-0 19-7-0 R=2970 W=5.5" RL=3000/-3000 PLT TYP. WaveXR San Diego Co Truss 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04. "VMHIIIIG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET. SUITE 312, ALEXANDRIA, VA. Z2314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISOM, «l 53719> FOR SAFETY PRACTICES PRIOR 70 PERFORMIMG THESE FUNCTIONS, UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A mPEKLV ATTKCHED RIOID CEILIHO. " I•'(MITAMT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COWVNENTS GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE VITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF MDS (NATIONAL DESIGN SPEC, BV AF&PA) AHD TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W.H/SS/K) ASTM A653 GRADE 4O/60 (•, K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. AMY INSPECTION OF PLATES FOLLOWED BV (1) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL OM THIS Nttt'PTMK.t OT VHOTESS^tiWi'L tWitWEtH^Wi RtSPtMSlB^Lm StfUtLf TOR THt TRUSS COMPOWTENTI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER AMSI/TPI 1 SEC. 2. R=4930 W=5.5" CA/-/3/1/-/R/-Scale =.135"/Ft. TC LL 20 0 PSF TC DL 14 0 PSF BC DL 10 0 PSF BC LL 0 0 PSF TOT.LD. 44 0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37224 DATE 09/11/12 DRW CAUSR6004 12255015 CA-ENG LVT/GWH SEQN-88040 JREF- 1UPE6004Z01 [ALP|NE][CBC2010/TPI-20O7][ATT5OT4-»/*ALL][45175/|] [Page 1] (TCLL 2O.0][TCDL 14.0][BCDL 10.0][BCLL 0.0](DF 1.25][OC 24.0][NH 2][SOFFIT .....^Bearings... [X-Loc][React][Size] ..... [ 0.00]( 2970][-300On][0.46] [49.54][ 4930][0.46] EndPts I 0- 1 4- 6 9-16 15- 17 18-21 21- 28 26- 30 30- 32 5- 7 7- 13 12-14 14- 22 22- 24 16- 20 25- 29 29-31 2- 3 2- 4 1- 2 4- 5 3- S 33-34 32- 33 33- 35 31- 32 31-34 8- 10 9- 10 17- 19 18- 19 27- 28 26- 27 11-13 11-12 23- 24 15- 16 20-21 23-25 44 1040 984 895 236 235 918 1053 1144 7023 6524 6524 5764 7085 724 7085 8718 476 975 30 152 7034 333 1068 23 225 S934 984 6196 236 555 6209 8146 770 6522 768 724 724 7084 MaxCoeip 0 -7485 -7117 -6196 -646 -644 -6209 -8270 -9625 -899 -771 -770 -569 -767 -5222 -768 -972 -2771 -7503 -1 -110 -925 -3731 -9622 -0 -1232 -1010 -6993 -855 -557 -235 -878 -1053 -6522 -770 -7084 -5222 -5222 -768 AXL 0.00 0.08 0.03 0.03 0.00 0.00 0.05 0.06 0.09 0.26 0.24 0.22 0.19 0.15 0.05 0.16 0.33 BND 0.08 0.17 0.12 0.24 0.16 0.16 0.23 0.38 0.79 0.09 0.17 0.16 0.20 0.20 0.02 0.22 0.34 CSI GLC O.OS 1 0.25 1 0.15 2 0.27 2 0.16 3 0.16 2 0.26 1 0.44 1 0.88 1 0.35 1 0.41 1 0.3S 1 0.39 1 0.34 2 0.07 1 0.39 2 0.67 1 Plate Member .-> 0.06 0.12 0.18 1 ..-.Fictious Member.- .-= Plate Member 0.26 0.05 0.31 1 Plate Member .-: 0.07 0.07 0.14 1 ..-.Fictious Member.-: .-. Plate Member 0.33 0.34 0.67 1 •.-.Fictious Member.-. •.-.Fictious Member.-. •.-.Fictious Member.-: .-.Fictious Member.-: •.-.Fictious Member.-: •.-.Fictious Member.-: •.-.Fictious Member.-: •.-.Fictious Member.-: •.-.Fictious Member.-: •.-.Fictious Member.-: -.-.Fictious Member.-: -.-.Fictious Member.-: 5 Grade 6 DF-L #2(9) 6 DF-L »2(g) 6 DF-L #2(g) 6 DF-L »2(g) 6 DF-L #2(g) 6 DF-L »2(g) 6 DF-L #2(9) 6 DF-L fllBet. ( 6 DF-L #1«Bet. ( 6 DF-L SSCg) 6 DF-L SS(g) 8 DF-L SS(g) a DF-L SS(g) a DF-L SS(g) 4 DF-L fltBetC 6 DF-L SS(g) 6 DF-L SS(g) >- PLATE MEMBER 6 DF-L Iii2(g) .- DF-L #2(g) :- PLATE MEMBER 6 DF-L SS(g) :- PLATE MEMBER 6 DF-L fUBet.C .- OF-L »1»Bet.( .- PLATE MEMBER 6 DF-L SS(g) •- DF-L »2(g) .- DF-L #2(g) :- DF-L #2(g) :- DF-L #2(9) :- DF-L »2(g) .- DF-L #lABat.( .- OF-L SS(g) .- DF-L SS<g) .- DF-L SS(g) .- OF-L #1IrBet. ( .- DF-L HiBet. ( -.- DF-L SS(g) Length 25.30 87.75 71.68 89.60 51.51 51.51 89.60 71.68 87.75 119.25 lOO.OO 13.50 103.00 13.50 97.74 100.00 119.25 0.50 13.92 1.78 5.43 14.00 0.50 13.92 1.78 5.43 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0,00 Pitch 4.00 4.00 4.00 4.00 4.00 -4.00 -4.00 -4.00 -4.00 -0.00 0.11 0.11 -0.00 -0.11 -0.00 -0.11 -0.00 -Vert- 4.23 2.26 -73,95 -0.20 -Vert- -4.23 -2.26 73.95 0.20 -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- Brace Plywd Plywd Plywd Plywd Plywd Plywd Plywd Plywd Plywd •120" •120" •120" •120" •120" •120" •120" •120" Plywd Plywd 0.0] [Attic Std.Ld.][OC 24.001(0F 1.25][m 2] Repetitive Factors Used: No 30 PLF • -2.0 to 30 • 13.8 (y.23.8][ 30 PLF • 13.8 to 30 PLF • 25.0 to 30 PLF • 36.2 to 40 PLF • 0.0 to 40 PLF • 25.0 to 40 PLF • -2.0 to 20 PLF • 0.0 to 100 PLF • 21.0 to 20 PLF • 21.0 to 465 PLF • 45.0 to 9rg.# 1 Vert.R: Brg.# 2 l/ert.R: OX] 0%] 0%] OK] 30 • 25.0 (y.23.8][ 30 • 36.2 [y.23.8][ 30 • 50.0 [y.23.8][ 40 • 25.0 [y.23.8][10O%] 40 • 50.0 [y.23.8][100%] 40 • 0.0 [y.23.8][100%] 20 • 50.0 [y. 6.4][ 0%] lOO • 29.0 [y=12.6][10OX] 20 • 29.0 [y.12.6][ OX] 465 • 50.0 [y.23.8] [ OX] 2970.2 # Hor.R. -0.0# 4929.5 # Hor.R. 0.0# [Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [Attic 1st.UnBai.Ld.](OC 24.0O](OF 1.25][»l 2] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 13.8 [y.23.8][ OX] 30 • 25.0 [y.23.8][ OX] 30 • 36.2 [y.23.8] [ OX] 30 • 50.0 [y.23.8][ OX] 40 • 25.0 [y.23.8][100X] 20 • 50.0 [y. 6.4] [ OX] 100 • 29.0 [y.12.6][100X] 20 • 29.0 [y.12.Sl[ OX] 0.0# 0.0# 30 PLF • 13.8 to 30 PLF • 25 .0 to 30 PLF • 36 .2 to 40 PLF • -2.0 to 20 PLF • 0.0 to 100 PLF • 21.0 to 20 PLF • 21.0 to Brg.# 1 Vert.R. 2611.6 # Hor.R. Brg.» 2 Vert.R. 1963.2 # Hor.R. =-.-=-.-.-(Roller Pressed].-: (Attic 2nd.UnBai.Ld.][0C 24.0O][0F 1.25][NM 2] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 PLF • 13.8 to 30 PLF • 25.0 to 30 PLF • 36.2 to 40 PLF • 25.0 to 20 PLF • 0.0 to 100 PLF • 21.0 to 20 PLF • 21.0 to Brg.# 1 Vert.R. 2026.8 » Hor.R. Brg.# 2 Vert.R- 2468.0 # Hor.R. .-.-.-.-.-(Roller Pressed].-—.-.-: • [Attic Dead Load Ld.][0C 24.00][DF . Repetitive Factors Used: Yes 30 • 13.8 [y.23.8: 30 • 25.0 iy.23.a 30 • 36.2 [y.23.8 30 • 50.0 [y.23.8 40 • 50.0 [y.23.8 20 • 50.0 [y. 6.4 100 • 29.0 [y.12.6 20 • 29.0 (y.12.6 0, -0 1.00](NM 2] EndPts MaxTen MaxComp AXL GLC S Grade 6- 7 7- 10 10-14 14-15 21- 22 22- 27 27-29 29-30 194 586 241 1358 1465 254 1350 248 Node X-Loc 0 -2 OO 1 0 00 2 0 15 3 0 15 4 1 24 5 1 31 7 11 25 8 13 84 9 13 84 10 13 64 11 19 58 12 19 58 13 19 58 14 20 71 15 20 93 16 20 93 17 25 00 18 25 OO 13 25 00 20 29 07 21 29 07 22 29 29 23 30 42 24 30 42 25 30 42 26 36 16 27 36 16 28 36 16 29 38 75 30 41 32 31 48 69 32 48 76 33 49 85 34 49 85 35 50 00 -434 0 -1131 -44 -54 -1529 -40 -1313 Y-Loc 11.60 12.26 12.29 12.25 12.68 12.23 14.99 12.23 16.88 16.88 16.88 12.30 12.30 12.30 12.31 19.24 19.24 20.60 20.60 20.60 19.24 19.24 12.31 12.30 12.30 12.30 16.68 16.86 16.88 12.23 14.99 12.23 12.68 12.29 12.25 12.26 0.04 0.04 0.23 0.09 0.09 0.32 0.09 0.11 Length Brace 4 DF-L #1»8«t 45.45 4 DF-L #1»Bet 59.71 4 DF-L #UBet 94.80 4 DF-L #1SBet 76.75 4 DF-L #UB«t 76.75 4 DF-L #1SBet 94.80 4 OF-L #1SBet 59.71 4 DF-L #lSBet 45.45 I • 13.8 (y.23.8 30 • 25.0 [y.23.8 30 • 36.2 [y.23.a 30 • 50.0 [y.23.8 20 • 50.0 [y. 6,4 100 • 29.0 [y.12.6 20 • 29.0 [y.12.6' Piate Cq JSI Method deflY(L) deflY(T) dxL dxT 0.00 L/999 0.00 L/999 0.00 0.00 5X8(A1) 0 SO 0 75 0.00 L/999 0.00 L/999 0.00 0.02 L/999 0.08 L/999 0.01 0.02 L/999 0.09 L/999 O.OO 2X4 0 SO 0 51 N 0.13 L/999 0.49 L/999 0.03 4X4 0 SO 0 55 N 0.16 L/999 0.59 L/999 0.01 7X8 0 SO 0 50 N 0.17 L/999 0.64 L/925 0.04 0.00 0.03 0.00 0.13 0.05 0.15 30 PLF • -2.0 to 30 PLF • 13.8 to 30 PLF • 25.0 to 30 PLF • 36 .2 to 20 PLF • 0.0 to 100 PLF • 21.0 to 20 PLF • 21.0 to Brg.» 1 Vert.R. 1778.3 # Hor.R. Brg.» 2 Vert.R. 1716.5 # Hor.R. .-.-.-.-.-[Rol ler Pressed].-=-.-. [TPI pass •2][0C 24.00](OF 1.25](NM 2] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 25.0 [y.23,S 30 PLF • 25.0 to 30 • 50.0 [y.23.8 20 PLF • 0.0 to 20 • 50.0 (y= 6.4 20 PLF • 0.0 to 20 • 50.0 (y= 6.4; Brg.# 1 Vert.R. 1798.3 # Hor.R. 0 Brg.# 2 Vert.R. 1736.5 # Hor.R. 0 .-.-.-.-..[Roller Pressed]. [Partial Unbal. Lt][OC 24.0O][DF 1.25] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 13.8 (y.23.s: 0.80 0.61 N 4X6 0 80 0 53 N 5X8 0 SO 0 73 N 5X6 0 SO 0 34 N 0.20 L/999 0.75 L/800 0.02 0.09 0.20 L/999 0.74 L/S06 0,04 0.15 0.15 L/999 0.1 5X8 0 80 0 73 N 4X6 0 80 0 57 N 6X8 0 SO 0 66 N 7X8 0 80 0 54 N 4X4 0 80 0 79 N 2X4 0 SO 0 51 N 5X8(A1) 0.80 0.96 0.20 L/999 0.82 L/726 0.03 0.12 0.20 L/999 0.83 L/719 0.03 0.11 0.17 L/999 0.74 L/801 0.02 0.09 0.16 L/999 0.69 L/865 0.03 0.15 0.13 L/999 0.59 L/999 0.02 0.08 0.05 L/999 0,24 L/999 0.05 0.21 0.05 L/999 0.24 L/999 0.04 0.14 O.OO L/999 0.00 L/999 0.05 0.21 30 PLF • 13.8 to 30 PLF • 25.0 to 30 PLF • 36.2 to 40 PLF • 21.0 to 40 PLF • 25.0 to 40 PLF • -2.0 to 20 PLF • 0.0 to L/904 0.02 0.10 100 PLF • 21.0 to 20 PLF • 21.0 to Brg.m 1 Vert.R: Brg.# 2 Vert.R 30 • 25.0 (y.23.8 30 • 36.2 (y.23.8 30 • 50.0 (y.23.8 40 • 25.0 [y.23.8 40 • 50.0 [y.23.s: 40 • 0.0 [y.23.s; 20 • 50.0 [y- 6.4 100 • 29,0 (y.12.6' 20 • 29.0 (y.12.6 2195.1 » Hor.R. 0 2539.7 » Hor.R. 0 -[Rol ler Pressed] [Partial Unbal. Rt][OC 24.0O](0F 1.25] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 13.8 [y=23.8; 30 PLF • 13.8 to 30 PLF • 25.0 to 30 PLF • 36.2 to 40 PLF • 0.0 to 40 PLF • 25.0 to 40 PLF • -2.0 to 20 PLF • 0.0 to 100 PLF • 21.0 to 20 PLF • 21.0 to 8rg.# 1 Vert.R: Brg.# 2 Vert.R. 30 • 25.0 (y.23.8 30 • 36.2 [y.23.8; 30 • 50.0 [y.23.8 40 • 25.0 [y.23.8; 40 • 29.0 [y.23.8; 40 • 0.0 [y.23.a 20 • 50.0 [y. 6.4 100 • 29.0 [y.12.6' 20 • 29.0 (y.12.S; 2685.1 # Hor.R. 0 2049.6 # Hor.R. -0 -(Roller Pressed].-. [Dragstrut L-R][OC 24.00][0F 1 60] [NM 2] Repetitive Factors Used No 30 PLF • -2.0 to 30 • 13.8 [y.23.8 [ OX] 30 PLF • 13,8 to 30 • 25.0 (y.23.S ( OX] 30 PLF • 25,0 to 30 • 36.2 (y.23.8 [ OX] 30 PLF • 36.2 to 30 • 50.0 (y.23.8 [ OX] 60 PLF • 25.0 to 60 • 36.2 L [y.17 l][10OX] 60 PLF • 36.2 to 60 • 50.0 L [y.12 sKioox) 20 PLF • 21.0 to 20 • 29.0 [y.12.6 [ OX] 20 PLF • 0.0 to 20 • 50.0 [y. 6.4 [ OX] 60 PLF • 13.8 to 60 • 25.0 L (y.20 S][100X] 60 PLF • 0.0 to 60 • 13.8 L [y.17 1)[100I) 465 PLF • 45.0 to 465 • 50.0 (y.23.8 ( OX] Brg.» 1 Vert.R. 984.6 # Hor. . -3000 2« Brg.# 2 Vert.R. 4035.2 # Hor. -0 0« [ OX] [ OX] [ OX] [ OX] [100XJ [ OX] dOOX] [ OX] OD 04 [ OX] [ OX] [ OX] [ OX] ( OX] [lOOX] ( OX] [ OX] ( OX] [ OX] [lOOX] NM 2] OX] OX] OX] [ OX] [lOOX] [lOOX] [100X1 [ OX] [lOOX] [ OX] at 0# I 2] ( OX] ( OX] [ OX] [ OX] [lOOX] [lOOX] [100X] [ OX] [lOOX] ( OX] 0# 0# .-.-.-.-.-[Roller Pressed]. [Dragstrut R-L][OC 24.00][DF 1.60][NII 2] Repetitive Factors Used: No 30 PLF • -2.0 to 30 • 13.8 [y.23.S][ [M»FRS-Attic Std.Ld.KOC 24.001[DF 1.33][NM 2] Repetitive Factors Used: Yes Br9.# 1 Vert.R. 0,0 » Hor.R. 0.0* Brg.# 2 Vert.R. 0.0 # Hor.R. 0.0# .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [MKFRS-Dragstrut L-R][OC 24.00][DF 1.33][NM 2] {Repetitive Factors Used: Yes Brg.# 1 Vort.R. 0.0 # Hor.R. 0.0# 8rg.# 2 Vert.R. 0.0 # Hor.R. 0.0# —.-.-.-.-[Roller Pressed].-.-.-.-.-.-.-.-.-.-. (MUFRS-Dragstrut R-L][X 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes Brg.# 1 Vert.R. 0.0 # Hor.R. 0.0# 8rg.# 2 Vert.R. 0.0 # Hor.R. 0.0# .-.-.-.-.-[Rol ler Pressed] =-.-=-=-=-.-.-.-.-=-= (IHIFRS ASCE Perp/L*-.][OC 24.00](DF 1.33][NM 2] Repetitive Factors Used: Yes -20 PLF • 25.0 to -20 • 36.2 R (y.17.1][lOOX] 18 • 0.0 [y.23.S]( OX] 2 • 13.8 L [y.17.1][100X] -20 • 50.0 R [y.l2.5][10OX] 18 • 25.0 [y.23.8][ OX] IS • 50.0 (y.23.8][ OX] 28 • 0.0 L [y.l2.5][10OX] 2 • 25.0 L (y.20.8][lOOX] 12 • 50.0 [y. 6.4][ OX] 724.4 # Hor.R. -199.5# 387.2 # Hor.R. -0.0# 18 PLF • -2.0 to 2 PLF • 0.0 to -20 PLF • 36.2 to 18 PLF • 0.0 to IS PLF • 25.0 to 28 PLF • -2.0 to 2 PLF • 13.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R- Brg.# 2 Vert.R. -.-.-.-[Roller Pressed].-.-.-.-.-=• [MIIFRS ASCE Perp/Lt-l[OC 24.00][DF 1.33][NM 2] Repetitive Factors Used Yes -9 PLF • 25.0 to -9 • 36.2 R [y.17.1][100X] IS PLF • -2.0 to 18 • 0.0 [y.23.8]( OX] 13 PLF • 0.0 to 13 • 13.8 L [y.17.1][100X] -9 PLF • 36.2 to -9 • 50.0 R [y.12.5] [100X] 18 PLF • 0.0 to IS • 25.0 [y.23.S][ OX] 18 PLF • 25.0 to 18 • 50.0 [y.23.S][ OX] 28 PLF • -2.0 to 28 • 0.0 L [y.12.5][lOOX] 13 PLF • 13.8 to 13 • 25.0 L [y.20.8][lOOX] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ OX] Brg.# 1 Vert.R. 997.8 # Hor.R. -199.5# Brg.# 2 Vert.R. « 60.7 Hor.R. -0.0# .-.-.-.-..[Roller Pressed].-.-.-.-.-.-.-.-.-.-. [MlfFRS ASCE Perp/L-t][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes -20 PLF • 25.0 to -20 • 36.2 R (y.17.1][10OX] 18 • 0.0 [y.23.8][ OX] -16 • 13.8 L [y.17.11[10OX] -20 • 50.0 R [y.12.5][100X] 18 • 25.0 (y.23.8][ OX] 18 • 50.0 [y.23.8][ OX] -31 • 0.0 L (y.l2.5][100X] -16 • 25.0 L (y.20.8][100X1 12 • 50.0 [y. 6.4][ OX] 288.3 « Hor.R. -14.8< 269.2 # Hor.R. -0.0# 18 PLF • -2.0 to -16 PLF • 0.0 to -20 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -31 PLF • -2.0 to -16 PLF • 13.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. .-.-.-.-.-(Roller Pressed].-.-.-.-.-.-.-.-.-.-. (MIIFRS ASCE Perp/L-][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used Yes -9 PLF • 25.0 to -9 36.2 R [y=17.1][100%] 18 PLF • -2.0 to 18 0.0 [y=23,8U 0%] -5 PLF • 0.0 to -5 « 13.8 L [y=17.1][1001l] -9 PLF • 36.2 to -9 « 50.0 R [y=12.5][100%] 18 PLF • 0.0 to 18 • 25.0 [y-23.8H 0%] 18 PLF • 25.0 to 18 SO.O [y=.Z3.8][ 0%] -31 PLF • -2.0 to -31 • 0.0 L [y.l2.5][100%] -5 PLF • 13.8 to -5 • 25.0 L [y-20.8][100%] 12 PLF • 0.0 to 12 9 50.0 [y= 6.4][ 0%] Brg.* 1 Vert.R= 561.7 # Hor.R= -14.a# Brg.# 2 Vert.R= 542.7 # Hor.R= -0.0# B-s-a-._.-[Rol ler Pressed]———«—«-=— [MIIIFRS ASCE Perp/R++][0C 24.00][DF 1.333 [NH 2] Repetitive Factors Used Yes 2 PLF • 25.0 to 2 • 36.2 R (y.17.1][100X] 18 PLF • -2.0 to 18 • 0.0 [y.23.8][ OX] -20 PLF • 0.0 to -20 • 13.8 L (y.17.1][100X] 2 PLF • 36.2 to 2 • 50.0 R (y=12.5][100X] 18 PLF • 0.0 to 18 • 25.0 (y.23.81[ 0X1 18 PLF • 25.0 to 18 • 50.0 [y.23.8]( OX] -15 PLF • -2.0 to -15 • 0.0 L [y.12.5] [lOOX] -20 PLF • 13.8 to -20 • 25.0 L [y.2O.8](10OX] 12 PLF • 0.0 to 12 • 50.0 (y. 6.4][ OX] 8rg.# 1 Vert.R. 395.3 # Hor.R. 190.7# Brg.# 2 Vert.R. 630.8 » Hor.R. -0.0* =-=-=-=.s-[Roller Pr9Ssed]=-=-=-=-=-=-=-=-=-=-= [MWFRS ASCE Perp/R^-UOC 24.O0UDF 1.331CMH 2] Repetitive Factors Used Yes 13 PLF • 25.0 to 13 • 36.2 R [y-17.1][100%] 18 PLF • -2.0 to 18 0.0 [y-23.8][ 0%] -9 PLF • 0.0 to -9 13.8 L [y-17.1][ia0X] 13 PLF • 36.2 to 13 • SO.O R [y=12.5][iaOX] IS PLF • 0.0 to 18 • 25.0 [y=23.8][ 0%] 18 PLF • 25.0 to 18 9 50.0 [y=23.8][ 0%] -15 PLF • -2.0 to -15 « 0.0 L [y=12.5][100%] -9 PLF • 13.8 to -9 • 25.0 L [y.20.8][10O%] 12 PLF • 0.0 to 12 50.0 [y=i 6.4] [ 0%] Brg.# 1 Vert.R-668.7 # Hor.R- 190,7# Brg.* 2 Vert.R-904.3 # Hor.R= -O.O* =-.-.-.-B-(Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. (MIIFRS ASCE Perp/R-»][0C 24.00](DF 1.33][NM 2] Repetitive Factors Used: Yes -16 PLF • 25.0 to -16 • 36.2 R (y.17.1][lOOX] 18 • 0.0 [y.23.a!( OX] -20 • 13.8 L (y.17.1][100X] -16 • 50.0 R [y.l2.5][10OX] 18 • 25.0 [y.23.8][ OX] 18 • SO.O [y=23.8][ OX] -15 • 0.0 L [y.12.S][100X] -20 • 25.0 L [y.20.8][lOOX] 12 • 50.0 [y. 6.4][ OX] 274.5 * Hor.R. 45.6# 316.1 # Hor.R. -0.0# IS PLF • -2.0 to -20 PLF • 0.0 to -16 PLF • 36.2 to 18 PLF • 0.0 to 18 PLF • 25.0 to -15 PLF • -2.0 to -20 PLF • 13.8 to 12 PLF • 0.0 to Brg.# 1 Vert.R: Brg.# 2 Vert.R. -(Rol ler Pressed].-. [WFRS ASCE Perp/R—](0C 24.00](DF 1.33][NM 2] 30 PLF • 13.8 to 30 • 25.0 (y=23.a]( OX) Repetitive Factors Used Yes 30 PLF • 25.0 to 30 • 36.2 (y.23.S][ OX] -5 PLF • 25.0 to -5 • 36.2 R [y.17.1](100X] 30 PLF • 36.2 to 30 • 50.0 (y.23.S]( OX) 18 PLF • -2.0 to 18 • 0.0 (y.23.8][ OX] -60 PLF • 25.0 to -60 • 36.2 L [y.l7.1][100X] -9 PLF • 0.0 to -9 • 13.8 L [y.17.1][100X] -60 PLF • 36.2 to -60 • 50.0 L [y.12.5][100X] -5 PLF 9 36.2 to -5 • 50,0 R (y.l2,5][100X] 20 PLF • 21.0 to 20 • 29.0 [y.12.6H OX] 18 PLF • 0.0 to 18 « 25,0 [y.23.8][ 0X1 20 PLF • 0,0 to 20 • 50.0 [y. 6.4][ OX] 16 PLF • 25.0 to 18 • 50.0 [y.23.6][ OX] -60 PLF • 13.8 to -60 • 25.0 L (y.20.8][lOOX] -15 PLF • -2.0 to -15 • 0.0 L [y.12.5](100X] -60 PLF • 0.0 to -60 • 13.8 L (y.17.1](100X] -9 PLF • 13.8 to -9 9 25.0 L [y.20.8](100X] 465 PLF • 45.0 to 465 • 50.0 [y.23.8][ OX] 12 PLF • 0.0 to 12 9 50.0 (y. 6.4] [ OX] Brg.f 1 Vert.R. 1992.2 # Hor.R. 3000.2# Brg.f 1 Vert.R. 547.9 f Hor.R. 45.6f Brg.# 2 Vert.R. 3027.6 # Hor.R. -O.Of Brg.f 2 Vert.R. 589.5 f Hor.R. -O.Of -[Roller Pressed]" -[Roller Pressed]*-" [ALPINE][CBC2010/TPI-2007][ATT50T4-»/lllALL][45175/|] [Page 2] [miFRS ASCE Parl».][OC 24.0O][DF 1.331(NM 2] Repetitive Factors Used Ves -10 PLF •25.0 to -10 • 36.2 R [y.l7.1][100X] 18 PLF • -2.0 to 18 • 0.0 [y.23.Sl( OX] -10 PLF • 0.0 to -10 • 13.8 L [y.17.1][100X] -10 PLF • 36.2 to -10 • 50.0 R [y.l2.5][100X] 18 PLF • 0.0 to 18 • 25.0 (y.23.8]( OX] 18 PLF • 25.0 to 18 • 50.0 (y.23.S][ OX] -5 PLF • -2.0 to -5 • 0.0 L [y.12.5][100X] -10 PLF • 13.8 to -10 • 25.0 L ty.2O.8][10OX] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4)[ OX] Brg.f 1 Vert.R. 516.4 f Hor.R. 3.If Brg.f 2 Vert.R. 489.2 f Hor.R. -O.Of .-.-.-.-.-(Roller Pressed].-.-.-.-.-.-.-.-.-.-. [MIIFRS ASCE Parl.-][OC 24.00](0F 1.33][NM 2] Repetitive Factors Used: Yas 1 PLF • 25.0 to 1 • 36.2 R [y.17.1][100X] 18 PLF • -2.0 to IS • 0.0 [y.23.8) [ OX] 1 PLF • 0.0 to 1 • 13.8 L [y.n.11(100X1 1 PLF • 36.2 to 1 • 50.0 R [y.12.5][100X] 18 PLF • 0.0 to 18 • 25.0 [y.23.8)[ OX] 18 PLF • 25.0 to 18 • 50.0 [y.23.a)[ OX) -5 PLF • -2.0 to -5 • 0.0 L [y.12.5][100X] 1 PLF • 13.8 to 1 • 25.0 L [y.20.S)[lOOX] 12 PLF • 0.0 to 12 • 50.0 (y. 6.4)( OX] Brg.f 1 Vert.R. 789.9 f Hor.R. 3.If Brg.f 2 Vort.R. 762.6 f Hor.R. -O.Of .-.-=-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [MIIFRS ASCE Parl-H.][OC 24.00] [DF 1.33][NM 2] Yes OX] OX] ) [y. 6.4)[ OX) .R. 15.6f .R. -O.Of .-.-.-.-.-(Roi ler Pressed].-.-.-.-.-.-*-.-.-.-. (MIFRS ASCE Parl-l(OC 24.0Ol[0F 1.331(NM 2} Repetitive Factors Used: Yes -18 PLF • 25.0 to -18 • 36.2 R [y.17.1][lOOX] 18 • 0.0 (y.23.S)[ OX] -18 • 13.8 L [y.l7,l][100Xl -18 • 50.0 R [y.12.5][10OX] 18 • 25.0 [y.23.S)[ OX] IS • 50.0 [y.23.8j[ OX] -23 • 0.0 L [y.12,5][10OX) -18 • 25.0 L [y.20,8][100X] 12 • 50.0 [y. 6.4)[ OX] 286.6 # Hor.R. 15.6# Repet i t i ve Factors Used -29 PLF • 25.0 to -29 18 PLF • -2.0 to 18 -29 PLF • 0.0 to -29 -29 PLF • 36.2 to -29 18 PLF • 0.0 to 18 18 PLF • 25.0 to 18 -23 PLF • -2.0 to -23 -29 PLF • 13.8 to -29 12 PLF • 0.0 to 12 Brg.f 1 Vert.R. 13.2 Brg.f 2 Vert.R. 25.3 18 PLF • -18 PLF • -IS PLF • 18 PLF • 18 PLF • -23 PLF • -18 PLF • 13.8 to 12 PLF • 0.0 to Brg.f 1 Vert.R. -2.0 to 0.0 to 36.2 to 0.0 to 25.0 to -2.0 to -O.Of Brg.f 2 Vert.R. 298.7 # Hor.R. .-.-.-.-.-(Roller Pressed). [CSC ASCE Wind Lt-*][OC 24.00](DF 1.33)(NM 2] Repetitive Factors Used Yes -42 PLF • 13 a to -42 • 25 0 L [y.20,8][10OX] 18 PLF • -2 0 to IS • 0 0 [y.23.8][ OX] -66 PLF • 25 0 to -66 • 30 0 R [y.19.1][100X] 18 PLF • 0 0 to 18 • 3 0 [y.23.8][ OX] -76 PLF • -2 0 to -76 • 0 0 L [y.12.5][100X) -42 PLF • 30 0 to -42 • 36 2 R (y.l7.1][100X] 18 PLF • 3 0 to 18 • 25 0 [y.23.S]( OX] -42 PLF • 3 0 to -42 • 13 S L [y.17.1][100X] 18 PLF • 25 0 to 18 • 30 0 (y.23.S][ OX] -42 PLF • 36 2 to -42 • 50 0 R [y.l2.5][10OX] 18 PLF • 30 0 to IS • 50 0 [y.23.8][ OX] 12 PLF m 0 0 to 12 0 [y. 6.4][ OX] -66 PLF » 0 0 V L [y.13.5][100X] Jr^Prestt >\-- -. [C&C ASC fit>»Rt-i ^|C1.33][NM 2] Repet\t4 rs Used -42 ?^0 to -42 ROIT^WM [C»C ASC^ ((SfLt-][0£ Repetitive FaSfe:^ -31 PLF • 13.8 to -Ul • 18 PLF • -2.0 to 18 • -55 PLF • 25.0 to -55 • 18 PLF • 0.0 to 18 • -76 PLF • -2.0 to -76 • -31 PLF • 30.0 to -31 • 18 PLF • 3.0 to 18 • -31 PLF • 3.0 to -31 • 18 PLF • 25.0 to 18 • -31 PLF • 36.2 to -31 • 18 PLF • 30.0 to 18 • 12 PLF • 0.0 to 12 • -55 PLF • 0.0 to -55 • .-.-.-.-.-[Roller Pressed] 1.33][NM 2] L [y.20.a][100X] [y.23.8][ OX] -55 • 30.0 R [y.19.1][100X] 3.0 [y.23.8) [ OX) 76 • 0.0 L [y.l2.5][100X) -31 • 36.2 R [y.l7.1][100X) 18 • 25.0 [y.23.8]( OX] 31 • 13.8 L [y.l7.1][10OX] 18 • 30.0 (y.23.8][ OX] -31 • 50.0 R [y.12.5][10OX] 50.0 [y.23.8] [ OX] 50.0 [y= 6.4)[ OX] -55 • 3.0 L [y.13.5][10OX) essed]. [CSC ASCE Hind Rt—](0C 24.00][DF 1.33][»l 2] Repetitive Factors Used Yes -31 PLF • 25.0 to -31 • 36 2 R [y.17.1][100X] -31 PLF • 13.8 to -31 • 20 0 L [y.19.1][100X] 18 PLF • -2.0 to 18 • 20 0 (y.23.8] ( OX] -31 PLF • 36.2 to -31 • 45 0 R [y.l4.1][100X] IS PLF • 20.0 to 18 • 25 0 (y.23.S][ OX) -55 PLF • 45.0 to -55 • 50 0 R [y.12.5][10OX] -55 PLF • 20.0 to -55 • 25 0 L [y.20.8][1OOX] 18 PLF • 25.0 to 18 • 45 0 [y.23.8] [ OX] 18 PLF • 45.0 to IS • 50 0 [y.23.8] [ OX] 12 PLF • 0.0 to 12 • 50 0 [y= 6.4] [ OX) -31 PLF • -2.0 to -31 • 13 a L [y.l7.1][100X) =-.-Roller Pressed .-=--.-.-=-=-.-.-.-. (KHCARLSB- - H50T4) THIS MG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2(g) Bot chord 2x6 DF-L #1&Bet.(g) :B2 2x6 DF-L SS(g): Webs 2x4 DF-L #UBet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. (I) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Calculated horizontal deflection is 0.13" due to live load and 0.33" due to dead Ioad. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Calculated vertical deflection is 0.74" due to live load and 1.88" due to dead load at X = 25-0-0. #1 hip supports 10-0-0 jacks with no webs. Corner sets are conventionally framed. Use same design for one-ply common hip trusses e 24.0" OC. Extend sloping TC of truss and Jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC e 24" OC with 2-16d Box or Gun nails(0.135"x3.5",mln.) and diagonally brace per DWG. BRCALHIPOI09. Support hip rafter with cripples at 2-9-15 OC. 7X10? 5X8= 4X5 = 7X10 = 3 COHPLETE TRUSSES REQUIRED Nail Schedule:0.13r'x3" nails Top Chord: 1 Row » 5.75" o.c. Bot Chord: 1 Row el2.00" o.c. Webs : 1 Row e 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails In each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required In area over bearings greater than 4" Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. (a) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. Building designer Is responsible for conventional framing. NOTE:Th i s truss shaI I not be repa1 red and must be rep Iaced if improperly installed or damaged. In lieu of structural panels use purlins to brace BC @ 120.00" OC. 7X10% 4X5 = 5X8= 0-6-1 1 T 5X10(A1) = 5X8^ 4X5= 4X5 = HS518(I) s 2X4111 4X5^ 4X5 = HS518(I) ^ 0-6-1 1 T 12-0-0 I 3-10-1 1 5X8 = 5X10(A1) = -9-2-0— 10-0-0 -5-3-5 >|< 5-3-5 >|< 5-3-5 >|< 5-3-5- 30-8-4 -5-3-5--5-1-9--9-3-12- 9-3-12 R=6322 W=5.5" PLT TYP. 20 Gauge HS,WaveXR Design Crit: San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Building Ctmipontnto Gionp, Int. Sacramento, CA 95828 50-0-0 Over 2 Supports CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) •MIIIIHG*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 21B NORTH LEE STREET, SUITE 312. ALEXANDRIA. VA, 22314) AND VTCA («000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPttlSE LANE. MADISON, •( 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERaiSE IHDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AMD BOTTMII CHORD SHALL HAVE A nWPEtLV ATTACHED RIOID CEILINO. ^* IBPORTAIIIT**FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ITV BUILDIMG COMPONENTS GROUP. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IM CONFORMANCE VITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE HADE OF 20/1S/16GA (>,H/SS/K) ASTH A653 GRADE 40/60 (•, K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AMI, UNLESS OTHERHISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z ANY INSPECTION OF PLATES FOLLOWED BY (() SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINKHING RESPONSIBIUTY SOLO-Y FOR THE TRUSS COMPOKtHT DESIGN SHORN. THE SUITABILITY ANO USE OF THIS COMPONENT FOfl ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. R=6176 W=5.5" CA/-/3/1/-/R/-Scale =.135'/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF REF R6004- 37225 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DATE 09/11/12 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DRW CAUSR6004 122S5007 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF CA-ENG LVT/GWH TOT.LD. 44.0 PSF SEQN- 88042 DUR.FAC. 1.25 SPACING 24.0" JREF- 1UPE6004Z01 [ALPINE](CBC2O1O/T1'l-20O7][H50T4][45175/|] [Pege 1] (TCLL 20,0][TCDL 14.0][BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0][NM 3](SOFFIT • Indicstds Forces Per Ply .....Bearings... [X-Loc][React][Size] ..... [ 0.00][ 6322][ 35h](0.46] [49.54][ 6176][0.46] 0- 1 15 ' 0 4- 6 305 •-5781 7-10 315 •-5510 10-15 399 •-7993 15-17 438 •-9220 18-22 426 •-9224 22-27 392 •-7999 27-30 314 •-5524 31-33 304 •-5796 5- a 5462 • -254 8-11 7912 • -340 11-12 9186 • -380 13-16 91S6 • -380 16-20 9645 • -389 20-21 9645 • -389 21-23 9191 • -369 24-26 9191 • -369 26-29 7919 • -333 29-32 5476 • -254 2- 3 119 •-2055 2- 4 278 •-5805 1- 2 10 • 0 4- 5 81 • -58 3- 5 5449 • -267 34-35 65 •-19BS 33-34 276 •-5815 34-36 1 -0 32-33 95 • -80 32-35 5467 • -268 6- 9 0 • -111 28-31 0 • -111 6- 7 314 •-5497 17-19 438 •-9220 18-19 9224 • -426 30-31 313 •-5511 12-14 9186 • -380 13-14 380 •-9186 23-25 9191 • -369 24-25 369 •-9191 CSI 0.16 0.69 0.34 0.78 0.99 0.99 0.79 EndPts H^xTen MaxCoeip AXL BND 0.01 0.15 0.19 0.50 0.14 0.20 0.56 0.22 0.75 0.24 0.76 0.24 0.56 0.23 0.14 0.19 0.34 0.20 0.53 0.73 0.50 0.15 0.73 0.09 0.85 0.12 0.68 0.10 0.72 0.72 0.68 0.S6 0.73 0.51 0.66 0.82 0.97 0.79 0.82 0.82 0.79 0.98 0.82 0.69 Member 0.36 6- 8 1500 8-10 118 10-11 806 11-15 67 15-16 336 16-19 33 19-20 105 19-21 27 21-22 334 22-26 63 26-27 602 27-29 106 29-31 1502 Node X-Loc 0 -2 00 1 0 00 2 0 15 3 0 15 4 1 24 5 1 31 6 9 24 7 9 24 8 9 31 9 10 00 10 14 30 11 14 59 12 16 OO 13 16 OO 14 16 00 15 19 58 16 19 87 17 25 00 18 25 00 19 25 00 20 25 00 21 30 13 22 30 42 23 34 00 24 34 00 25 34 00 26 36 41 27 35 70 28 40 OO 29 40 69 30 40 76 31 40 76 32 46 69 33 48 76 34 49 85 35 49 85 36 50 00 •-2785 • -36 Y-Loc 11.60 12.26 12.29 12.25 12.68 12.23 15.34 15.34 12.23 15.60 15.13 12.23 12.23 12.23 12.23 15.13 12.23 15.13 15.13 15.13 12.23 12.23 15.13 12.23 12.23 12.23 12.23 15.13 15.60 12.23 15.34 15.34 12.23 12.68 12.29 12.25 12.26 0.10 0.10 0.10 0.12 0.09 0.18 Plate 0.14 0.23 -.-.Fictious Member.. -=-= Plate Member - 0.51 0.10 0.61 3 Plate Member .. 0.14 0.14 0.28 3 -.-.Fictious Member.. Plate Member .. 0.51 0.11 0.63 3 0.00 0.19 0.19 1 0.00 0.19 0.19 1 -.-.Fictious Member.. -.-.Fictious Member.. -.-.Fictious MeiMber.. -.-.Fictious Member.. -•-.Fictious Member.. -.-.Fictious Member.. -.-.Fictious Member.. -s-.Fictious Member.. GLC S Grade 3 6 DF-L #2(g) 3 6 DF-L #2(g) 3 6 DF-L f2(g) 3 6 DF-L »2(g) 3 6 DF-L 112(g) 3 6 DF-L »2(g) 3 6 DF-L »2(g) 3 6 DF-L »2(g) 3 6 OF-L »2(g) 3 6 DF-L flSBet.( 3 6 OF-L »1SBet.( 3 6 DF-L #l&Bet.( 3 6 DF-L SS(g) 3 6 DF-L SS(g) 3 6 DF-L SS(g) 3 6 OF-L SS(9) 6 DF-L #1&Bet.( 6 DF-L «1tBet.( 6 DF-L #UBet. ( .- PLATE MEMBER 6 DF-L l»2(g) — OF-L »2{g) .- PLATE MEMBER 6 DF-L (UBet.C .- PLATE MEMBER 6 DF-L #2(g) .- DF-L »2(g) .- PLATE MEMBER 6 DF-L fl&Bet.( 6 DF-L »2(g) 6 DF-L I|i2(g) .- DF-L »2(g) .- DF-L »2(g) .- DF-L »2(s) — DF-L »2(g) .- OF-L #lVBet.( .- DF-L SS(g) =- DF-L SS(g) .- DF-L #1&Bet.( Length 25.30 101.19 60.76 63.33 65.08 65.06 63.33 60.76 101.19 96.00 63.33 16.92 46.42 61.58 61.58 46.42 16.92 63.33 96.00 0.50 13.92 1.78 5.43 14.00 0.50 13.92 1.78 5.43 14.00 9.61 9.61 0.00 O.OO 0.00 0.00 0.00 0.00 0.00 0.00 Pitch 4.00 4.00 -0.52 -0.00 -0.00 -0.00 -0.00 0.52 -4.00 -0.00 -0.00 -O.OO -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 0.0] (Calif. »1 Hip][OC 24.00][DF 1.25](NM 3] Repetitive Factors Used: Yes 40 PLF • -2.0 to 40 • 0.0 [y.lS.8](100%) 40 PLF • 0.0 to 40 • 10.0 [y.18.8](100%) 30 PLF • -2.0 to 30 • 10.0 [y.18.8][ 0%) 97 PLF • 10.0 to 117 • 12.0 [y.18.8)[10O%] 72 PLF • 10.0 to 86 • 12.0 [y.l8.8][ 0%] 117 • 38.0 [y.ia.8][100%] 86 PLF • 12.0 to 86 • 38.0 [y-18.a][ 0%] 117 PLF • 38.0 to 97 • 40.0 [y.18.8][100%] 86 PLF • 38.0 to 72 • 40.0 [y.ia.a][ tft] 40 PLF • 40.0 to 40 • 50.0 (y.18.8) (100%) 30 PLF • 40.0 to 30 • 50.0 [y.1S.S]( 0%) 59 PLF • 0.0 to 59 • 10.0 [y. 6.4][ 0%) 59 PLF • 10.0 to 59 • 40.0 [y. 6.4)( 0%) 59 PLF • 40.0 to 59 • 50.0 [y. 6.4][ 0%) 18.8 Angle.270 18.8 Angle.270 18.a Angle.270 18.8 Angle.270 6321.9 » Hor.R. -0.0« 6176.5 » Hor.R. -O.OK Brace Piyi«l Plywd •11999 117 PLF • 12.0 to • 24" • 24" • 24" • 24" •11999 Plywd •120- •120- •120" •120" •120" •120" •120' •120' •120' 10.0, 10.0, 40.0, 40.0. 577.51 Lbs 426.12 Lbs. 426.12 Lbs 577.51 Lbs Brg.# 1 Vert.R. Brg.# 2 Vert.R. .-.-.-.-.-(Rol ler Pressed].-=-.-. -0.00 •120- [CBC pass #2][0C 24.0O](DF 1.25][NM 3] Vert- Repetitive Factors Used: Yes Plywd 30 PLF • -2.0 to 30 • 10.0 [y.1S.8][ 30 PLF • 10.0 to ' - - - 30 PLF • 40.0 to •120" 20 PLF • 0.0 to 20 PLF • 0.0 to Plywd Brg.# 1 Vert.R. Brg.* 2 Vert.R. 4.23 2.26 73.95 -0.20 •Vert- -4.23 -2.26 73.95 0.20 4.00 -4.00 Vert- •Vert- •Vert- Vert- Vert- Vert- Vert- Vert- 0%) 30 • 40.0 [y.l8.8][ 0%) 30 • 50.0 [y.18.8][ 0%) 20 • 50.0 [y= 6.4] [ 0%) 20 • 50.0 [y. 6.4][10O%] 1798.3 » Hor.R. -0.0# 1736.5 # Hor.R. 0.0# (Roller Pressed].-.-.-.-.-.-.-. •120" [Std Calif Hip][OC 24.00)[DF 1.25](l«l 1] Plywd Repetitive Factors Used: No Plywd EndPts MaxTen MaxComp -35 -2793 0 -483 AXL GLC S Grade Length 3race 0.20 3 4 DF-L #1»Bot 32.00 0.47 1 4 DF-L #1»Bet 66.60 1 CLB 0.10 3 4 DF-L #l&Bet 29.25 0.67 3 4 DF-L #UBet 66.60 0.04 3 4 DF-L #UBet 29.25 0.23 3 4 DF-L fUBet 66.60 0.01 1 4 DF-L #l&Bet 29.25 0.22 3 4 OF-L flSBet 66.60 0.04 3 4 DF-L flSBet 29.25 0.66 3 4 OF-L flSBet 66.60 0.10 1 4 DF-L flSBet 29.25 0.47 1 4 DF-L flSBet 66.60 1 CLB 0.20 3 4 DF-L flSBet 32.00 Plete Cq JSI Method deflY(L) def1Y(T) 40 PLF • -2.0 to 40 PLF • 0.0 to 30 PLF • -2.0 to 2 PLF • 10.0 to 2 PLF • 38.0 to 20 PLF • 12.0 to 15 PLF • 12.0 to 40 PLF • 36.0 to 30 PLF • 36.0 to 40 PLF • 14.0 to 30 PLF • 14.0 to 40 PLF • 40 .0 to 30 PLF • 40.0 to 20 PLF • 0.0 to 40.00 Lbs. ' 29.51 Lbs. ' 76.00 Lbs. 56.08 Lbs. 76.00 Lbs. 56.08 Lbs. ' 29.51 Lbs. ' 40.00 Lbs. • Brg.f 1 Vert.R. 40 • 0.0 [y.lS.8][100%) 40 • 10.0 [y.1S.8][100%] 30 • 10.0 [y.l8.8][ 0%) 2 • 12.0 [y.18.8][ 0%) 2 • 40.0 [y.18.8][ 0%) 40 • 14.0 [y.ia.81[100»i 30 • 14.0 [y=18.8][ 0%) 20 • 38.0 [y.18.8)(100%) 15 • 38.0 (y.18.8]( 0%) 40 • 36.0 [y.ia.S](100%] 30 • 36.0 (y.18.8][ 0%) 40 • 50.0 [y.18.8](100%) 30 • 50.0 [y.lS.aii 0%) 50.0 (y. 6.4][ Ang1e.270 Angle.270 Angle.270 Ang1e.270 Angle.270 Angle.270 Angle.270 Angle.270 0.0* -O.Of 0%) 0.00 L/999 O.OO L/999 dxL 0.00 10.0, 10.0. 18.8 12.0, 18.8 12.0, 18.8 38.0. 18.8 3S.0. 18.8 40.0, IS.a 40.0, 18.8 2412.1 f Hor.R. Brg.f 2 Vert.R. 2266.7 f Hor.R. =- = -=-=-.-[Rol ler Pressed].-.-.-.-=-=-.-. dxT (MWFRS-Calif. fl Hip](OC 24.001(DF 1.33][NM 3] 0.00 Repetitive Factors Used: Yes 1 PLF • 10.0 to 2 • 12.0 (y.18.8](100%) 5X10(A1) 0 80 0 93 7X10 0 SO 0 90 N 5X8 0 so 0 78 N 5X8 0 80 0 72 N 4X5 0 80 0 33 N HS51S(I) 1 00 0 86 N 4X5 0 SO 0 80 N 4X5 0 SO 0 35 N 7X10 0 80 0 77 N 2X4 0 80 0 47 N 4X5 0 80 0 35 N 4X5 0 80 0 SO N HS51S(I) 1 00 0 86 N 4X5 0 80 0 82 H 5X8 0 SO 0 72 n 5X8 0 80 0 79 N 7X10 0 80 0 90 N 0.00 L/9g9 0.00 L/999 0.00 0.00 0.07 L/999 0.23 L/999 0.02 0.08 0.07 L/999 0.24 L/999 0.00 0.00 0.43 L/999 1.51 L/396 0.12 0.43 0.44 L/999 1.52 L/392 0.02 0.06 0.04 L/999 0.15 L/999 0.01 O.OS 0.60 L/9SS 2.11 L/283 0.10 0.36 0.61 L/975 2.14 L/279 0.03 0.11 2 PLF • 12.0 to 1 PLF • 12.0 to 2 PLF • 38.0 to 1 PLF • 0.0 to 1 PLF • 10.0 to 1 PLF • 40.0 to 8.48 Lbs. • 2.53 Lbs. • 8.48 Lbs. • 2.53 Lbs. • Brg.f 1 Vert.R. Brg.f 2 Vert.R. 2 • 38.0 (y.1S.S][100%] 1 • 38.0 [y.lS.ah 0%) 1 • 40.0 [y=18.8][10O%] 1 • 10.0 [y. 6.4](100%) 1 • 40.0 [y. 6.4][10O%] 1 • 50.0 [y. 6.4][100%] 10.0, 18.8 Angle.270 10.0. IS.8 Angle.270 40.0, IS.8 Angle.270 40.0. 18.8 Angle.270 60.5 f Hor.R. O.Of 60.5 f Hor.R. -O.Of [Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. 0.72 L/S33 2.49 L/239 0.09 0.30 (MWFRS-Std Calif Hip](OC 24.00][DF 1.33][NM 3] 0.72 L/a2a 2.51 L/238 0.05 0.17 Repetitive Factors Used: Yes 0.75 L/791 2.63 L/227 0.07 0.23 Brg.f 1 Vert.R. 0.0 f Hor.R. O.Of — Brg.f 2 Vert.R. 0.0 # Hor.R. O.Of 0.75 L/791 2.63 L/227 0.07 0.23 [CSC ASCE Wind Lt-*] [OC 24.00][DF 1.33][NM 3] 0.72 L/828 2.51 L/238 0.08 0.29 Repetitive Factors Used: Yes 0.72 L/833 2.49 L/239 0.05 0.16 0.61 L/974 0.60 L/9SS 0.04 L/999 0.44 L/999 0.43 L/999 2.14 L/279 0.10 0.35 2.11 L/283 0.03 0.10 0.15 L/999 O.OO 0.00 1.52 L/392 0.12 0.40 1.51 L/396 0.01 0.03 0.07 L/999 0.25 L/999 0.13 0.46 0.07 L/999 0.24 L/999 0.11 0.40 5X10(A1) 0.8 0 0.93 0.00 L/999 0.00 L/999 0.13 0.46 -41 PLF • 3 0 to -41 • 10 IS PLF • -2 0 to 18 • 0 -65 PLF • 40 0 to -65 • 45 18 PLF • 0 0 to IS • 3 -65 PLF • 0 0 to -65 • 3 18 PLF • 3 0 to 18 • 10 -41 PLF • 45 0 to -41 • 50 17 PLF • 10 0 to 17 • 15 -38 PLF • 25 0 to -38 • 40 17 PLF • 15 0 to 17 • 40 -38 PLF • 10 0 to -38 • 15 18 PLF • 40 0 to 18 • 45 -38 PLF • 15 0 to -38 • 25 18 PLF • 45 0 to 18 • 50 12 PLF • 0 0 to 12 • 50 -75 PLF • -2 0 to -75 • 0 -(Roller Pressed].-. 0%) 0%) 0%) 0%) [CSC ASCE Kind Rt-*](OC 24.0O][0F 1.33][NH 3] .a][ 0%] I2.5](100%) .8][ 0%] l5.8][10O»] .8)[ 0%) .3](100%) .8][ 0%) 5.0 L [y.14.1][100%] .8][ 0%) .3][100%] .8][ 0%) .4][ 0%] 5.0 R [y.l4.1][100%] —.-.-.-.-(Rol ler Pressed].-.—.-.-.-.-.-=-.— [CSC ASCE Wind Lt--][OC 24.00][DF 1.33](NN 3] Repetitive Factors Used; Yes -31 PLF • 3.0 to -31 • 10.0 L [y=15.8)[IOO*] 18 PLF • -2.0 to 18 • 0.0 [y.lS.8][ 0%) -54 • 45.0 R [y.14.1][100%] 18 • 3.0 [y.l8.8][ 0%) -54 • 3.0 L (y.l3.5][100%) Repetitive Factors Used Yes -38 PLF • 10 0 to -38 • 25 0 18 PLF • -2 0 to 18 • 5 0 -65 PLF • 45 0 to -65 • 50 0 18 PLF • 5 0 to IS • 10 0 -65 PLF • 5 0 to -65 • 10 0 17 PLF • 10 0 to 17 • 35 0 -38 PLF • 25 0 to -38 • 35 0 17 PLF • 35 0 to 17 • 40 0 -41 PLF • -2 0 to -41 • 5 0 18 PLF • 40 0 to 18 • 45 0 -38 PLF • 35 0 to -36 • 40 0 18 PLF • 45 0 to 18 • 50 0 12 PLF • 0 0 to 12 • 50 0 -41 PLF • 40 0 to -41 • 45 0 18 PLF • 3.0 to 18 • 10 0 (y.18.8][ 0%) -31 PLF • 45.0 to -31 • 50 0 R [y.12.5][100%] 17 PLF • 10.0 to 17 • 15 0 [y.lS.8][ 0%) -28 PLF • 25.0 to -28 • 40 0 [y.15.3][100»] 17 PLF • 15.0 to 17 • 40 0 [y.18.8][ 0«] -28 PLF • 10.0 to -28 • 15 0 [y.l5.3](100»] 18 PLF • 40.0 to 18 • 45 0 [y.ia.a]( o%] -28 PLF • 15.0 to -28 • 25 0 [y.15.3][100%] 18 PLF • 45.0 to 18 • 50 0 [y.ia.8]( 0%) 12 PLF 9 0.0 to 12 • 50 0 [y. 6.4]( 0%) -75 PLF 9 -2.0 to -75 • 0 0 L [y.12.5][100%] -[Roller Pressed]- [CSC ASCE Wind Ri-][0C 24.0O][DF 1.33](NM 3] Repetitive Factors Used Yes -28 PLF • 10 0 to -28 • 25.0 (y=15.3](100%] IS PLF • -2 0 to 18 • 5.0 (y.18.8]( 0%) -54 PLF • 45 0 to -54 • 50.0 R [y.12.5][100%] 18 PLF • 5 0 to 18 • 10.0 (y.l8.S][ 0%] -54 PLF » 5 0 to -54 • 10.0 L [y.15.8][100%] 17 PLF • 10 0 to 17 • 35.0 (y.18.8][ 0%) -28 PLF • 25 0 to -28 • 35.0 (y.15.3][10O%] 17 PLF • 35 0 to 17 • 40.0 [y.18.8)[ 0%) -31 PLF • -2 0 to -31 • 5.0 L [y.l4.1](100%) 18 PLF • 40 0 to 18 « 45.0 (y.l8.8][ 0%] -28 PLF • 35 0 to -28 e 40.0 [y.l5.3][100%] 18 PLF • 45 0 to 18 0 50.0 [y.1S.8]( 0%) 12 PLF • 0 0 to 12 • 50.0 [y. 6.4]( 0%] -31 PLF • 40 0 to -31 • 45.0 R [y.14.1][100%] -=-[Roll9r Pressed]= -54 PLF • 40.0 to 18 PLF • 0.0 to -54 PLF • 0.0 to (KHCARLSB- - HT50T4) THIS DWG PREPARED FROM COMPIFTER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2(g) Bot chord 2x6 DF-L #1&Bet.(g) Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection Is 0.16" due to live load and 0.34" due to dead Ioad. (a) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. Building designer is responsible for conventional framing. In lieu of structural panels use purlins to brace BC e 120.00" OC. (I) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere In roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6,0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurrent bottom chord IIve load applied per CBC-10 section 1607A. Calculated vertical deflection Is 0.65" due to live load and 1.39" due to dead load at X = 25-0-0. Use this design for common hip trusses f 24.0" OC. Extend sloping TC of truss and Jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC e 23" OC with 2-16d Box or Gun nalIs(0,135"x3.5",min.) and diagonally brace per DWG. BRCALHIPOI09, Support hip rafter with cripples at 5-7-14 OC. 0-6-1 i 5-5-11 0-6-1 1 5X14(Al) = U2'J 2X4111 6X10= 4X4 = HS518 = 2X4111 4X4= HS518- 6X10 = 12-0-0 2X41 5X14(Al) -8-5-0--5-8-0--5-5-8--5-5-8--5-5-8--5-3-12 >\< 5-9-12--8-5-0- 14-11-0 20-10-4 14-2-12 R=3201 W=5.5" PLT TYP. 20 Gauge HS,WaveXR 50-0-0 Over 2 Supports Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) R=3055 W=5.5" CA/-/3/1/-/R/-Scale =.135"/Ft. San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 "HRMIIK** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 21B NORTH LEE STREET. SUITE 312. ALEXANDRIA. VA. 22314) AND WTCA (moO TRUSS COUNCIL DF AMERICA. 6300 ENTERPRISE LANE, MAOISON. «l 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STl^UCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PmrULV ATTACWD RIOID CEILIHO. '*l>PORTAHT**FUHNISH A COPV OF THIS DESIGN TO TWE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITV OF THE BUIUJIHG DESIGNER PER ANSI/TPl 1 SEC. 2. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD^ TUR7FAC^ 44.0 PSF 1.25 SPACING 24.0" REF R6004- 37226 DATE 09/11/12 DRW CAUSR6004 12255008 CA-ENG LVT/GWH SEQN- 88044 JREF- 1UPE6004Z01 [122550O8)[ALPlNE][CBC2O10/TPI-2007)[HT50T4)[45175/|] [Page 1] [TCLL 20.0][TCDL 14.0][8CDL 10.0][BCLL 0.0][DF 1.25][OC 24.0][NM 1][SOFFIT .....Bearings... [X-Loc][React][Size] ..... [ 0.00][ 3201)( 35h][0.46] [49.54][ 3O55][0.46] 0.0] [CBC pass f2](0C 24.aO](DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 14.9 (y.20.5]( EndPts MaxTen MaxCoeip 0 -S1S4 -7612 -7162 -9001 -9009 -7176 -7627 -8235 -846 -849 -776 -776 -779 -779 -754 -754 -851 -849 -2963 -8193 0 -111 -864 -2767 -8233 0 -174 -871 -124 -124 -7142 -1016 -993 -900 -776 -8966 -754 -754 0 1 44 4 7 981 7 9 903 10 15 915 15 19 1016 17 22 993 22 28 903 27 30 891 30 33 982 5 6 7678 6 8 7677 S 12 8966 13 16 8966 16 20 9545 20 21 9545 21 23 8975 25 29 8975 29 31 7729 31 32 7731 2 3 418 2 4 923 1 2 29 4 5 124 3 5 7699 34 35 280 33 34 920 34 36 2 32 33 218 32 35 7762 9 11 0 26 27 0 9 10 912 18 19 9001 17 18 9009 27 28 7155 12 14 8966 13 14 776 23 24 8975 24 25 8975 AXL 0.01 0.37 0.24 0.24 0.67 0,67 0.24 0.24 0.37 0.72 0.72 0.84 0.64 0.69 0.89 0.64 0.84 0.72 0.72 0.15 0.46 0.26 0.22 0.32 0.32 0.22 0.26 0.49 0.18 CSI 0.16 0.83 0.50 0.46 0.99 0.99 0.46 0.50 0.86 0.90 0.16 0.87 0.06 0.90 0.91 0.99 0.99 0.91 0.90 0.S6 0.91 Member 0.56 GLC S Grade 2 6 DF-L f2(g) 2 6 DF-L f2(g) 2 6 OF-L #2(g) 2 6 DF-L f2(g) 2 6 DF-L f2(g) 2 6 DF-L f2(g) 2 6 DF-L f2(g) 2 6 DF-L f2(g) 2 6 DF-L f2(g) 2 6 DF-L flSBet. ( 2 6 DF-L flSBet. ( 2 6 DF-L flSBet. ( 2 6 DF-L flSBet. ( 2 6 DF-L flSBet. ( 2 6 DF-L flSBet. ( 6 DF-L flSBet.{ 6 DF-L flSBet.( 6 DF-L flSBet.( 6 DF-L tlSBet.C .- PLATE MEMBER 6 DF-L #2(g) .- DF-L f2{g) .- PLATE MEMBER 6 DF-L flSBet.( — PLATE MEMBER 6 DF-L f2(g) .- DF-L f2(g) .- PLATE MEMBER 6 OF-L flSBet.( 6 DF-L f2(g) 6 DF-L f2(g) DF-L f2(g) DF-L f2(g) 0.08 0.10 0.10 O.OS 0.06 0.14 0.19 Plate 0.29 0.27 -.-.Fictious Plate Member : 0.72 0.14 0.86 : Plate Member . 0.29 0.16 0.45 : -.-.Fictious Member. Plate Member . 0.72 0.13 0.86 : 0.00 0.25 0.25 ; O.OO 0.25 0.25 ; -.-.Fictious Member: -.-.Fictious Member. -.-.Fictious Member.-.- OF-L f2(g} -.-.Fictious Member.-.- DF-L f2(g> -.-.Fictious Member.-.- DF-L flSBet.( -.-.Fictious Member. -.-.Fictious Member: -.-.Fictious Member: Length 25.30 91.71 71.68 62.92 67.25 67.25 62.92 71.68 91.71 85.25 68.00 23.00 44.25 63.75 63.75 44.25 23.00 68.00 85.25 0.50 13.92 1.78 5.43 14.00 Pitch 4.00 4.00 4.00 -0.50 -0.00 -0.00 0.50 -4.00 -4.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 Vert- 4.23 2.26 73.95 -0.20 30 PLF • 14 .9 to Brace 30 PLF • 25.0 to Plywd 30 PLF • 35.1 to Plywd 20 PLF • 0.0 to Plywd 20 PLF • 16.0 to •11999 20 PLF • 34 .0 to • 23- 20 PLF • 0.0 to • 23" 20 PLF • 16.0 to •11999 20 PLF • 34.0 to Plywd Brg.f 1 Vert.R. Plywd Brg.f 2 Vert.R. •120" .-.-.-.-.-[Roller Pressed].-.-.-.-.-.-.-. •120" [Std Calif Hip)(OC 24.00][DF 1.25][NM 1] •120" Repetitive Factors Used: 30 • 25.0 (y=20.5]( 30 • 35.1 (y=20.5)( 30 • 50.0 [y.20.5][ 20 • 16.0 [y. 6.4][ 20 • 34.0 [y. 6.4][ 20 • 50.0 [y. 6.4][ 20 • 16.0 [y. 6.4][100S] 20 • 34.0 (y. 6.4][100%] 20 • 50.0 [y. 6.4][10O%] 1798.3 f Hor.R. O.Of 1736.5 f Hor.R. -O.Of 0%) 0%) 0%) 0%) 0%) Q»] 0%) 0.50 -Vert- 13.92 -4.23 1.78 5.43 14.00 9.61 9.61 0.00 0.00 0.00 DF-L flSBet.( DF-L flSBet.{ DF-L flSBet.( -2.26 73.95 0.20 4.00 -4.00 Vert- Vert- Vert- 0.00 -Vert- 0.00 -Vert- 0.00 -Vert- 0.00 -Vert- 0.00 -Vert- el 20" •120" •120" •120" •120" •120" •120" Plywd Plywd •120" Plywd Plywd 40 PLF • -2.0 to 40 PLF • 0.0 to 30 PLF • -2.0 to 2 PLF • 10.9 to 2 PLF • 35.1 to 40 PLF • 14.9 to 30 PLF • 14.9 to 80 PLF • 31.1 to 59 PLF • 31.1 to 80 PLF • 18.9 to 59 PLF • 18.9 to 59 PLF • 25 .0 to 40 PLF • 39.1 to 30 PLF • 39 .1 to 20 PLF • 0.0 to 20 PLF • 16.0 to 20 PLF • 34.0 to 80.00 Lbs. 59.03 Lbs. 224.00 Lbs. 165.28 Lbs. 224.00 Lbs. 165.28 Lbs. 59.03 Lbs. 80.00 Lbs. Brg.f 1 Vert.R. Brg.f 2 Vert.R. 10.9, 10.9 14.9 14.9 35.1 35.1 39.1 39.1 0%) 0%) EndPts MaxTen MaxCoeip AXL GLC S Grade Length 6- 7 239 0 0 03 1 4 DF-L flSBet 29 00 7- 8 201 -567 0 29 2 4 DF-L flSBet 70 72 a- 9 2004 -160 0 25 2 4 DF-L flSBet 51 67 8-15 225 -2399 0 70 1 4 DF-L flSBet 78 97 15-16 539 0 0 07 2 4 DF-L flSBet 48 92 16-18 98 -715 0 46 2 4 OF-L flSBet 78 97 16-20 216 0 0 03 1 4 OF-L flSBet 48 92 18-21 85 -705 0 45 2 4 OF-L flSBet 78 97 21-22 534 0 0 07 2 4 DF-L flSBet 48 92 22-29 219 -2392 0 70 1 4 DF-L flSBM 78 97 27-29 2013 -187 0 26 2 4 DF-L flSBet 51 67 29-30 244 -610 0 32 2 4 DF-L flSBet 70 72 30-31 246 0 0 03 1 4 DF-L flSBot 29 00 Brace Node X-Loc Y-Loc Plate Cq JSI Met 0 1 -2 0 00 00 11 12 60 26 2 0 15 12 29 3 0 15 12 25 5X14 (Al) 0 80 0 94 4 1 24 12 68 5 1 31 12 23 6 8 42 12 23 2X4 0 80 0 59 N 7 8 49 15 09 4X4 0 80 0 51 N 8 14 08 12 23 6X10 0 80 0 SI N 9 14 16 16 98 5X14(1) 1 00 0 98 N 10 14 16 16 98 11 14 92 17 23 12 16 00 12 23 HSSia 0 80 0 93 H 13 16 00 12 23 14 16 00 12 23 15 19 40 16 76 5X6 0 SO 0 90 N 16 19 69 12 23 4X4 0 SO 0 63 N 17 25 00 16 76 7X10 0 80 0 76 N 18 25 00 16 76 19 25 00 16 76 20 25 00 12 23 2X4 0 SO 0 54 N 21 30 31 12 23 4X4 0 80 0 62 N 22 30 60 16 76 5X6 0 80 0 90 N 23 34 00 12 23 HS518 0 SO 0 93 N 24 34 00 12 23 25 34 00 12 23 26 35 08 17 23 27 35 84 16 98 5X14(1) 1 00 0 98 N 28 35 84 16 98 29 35 92 12 23 6X10 0 SO 0 81 N 30 41 51 15 09 4X4 0 SO 0 51 N 31 . 41 58 12 23 2X4 0 so 0 61 N 32 48 69 12 23 33 48 76 12 68 34. 49 85 12 29 35 49 85 12 25 5X14(Al) 0 80 0 94 36 50 00 12 26 doflY(T) dxL dxT 0.00 L/999 0.00 L/999 0.00 0.00 0.00 L/999 0.00 L/999 0.00 0.00 0.06 L/999 0.20 L/999 0.02 0.06 0.07 L/999 0.21 L/999 0.00 0.01 0.40 L/999 1.27 L/469 0.02 0.07 0.41 L/999 1.28 L/467 0.10 0.33 0.53 L/999 1.66 L/360 0.04 0.13 0.52 L/999 1.64 L/363 0.12 0.39 0.02 L/999 0.07 L/999 0.01 0.02 0.61 L/971 1.93 L/30a 0.10 0.32 0.62 L/965 1.95 L/306 0.06 0.19 0.65 L/923 2.04 L/293 0.08 0.25 0.0 [y.20.5][100%] 40 • 10.9 [y.20.5][100%] 30 • 10.9 [y.20.5)[ 0%) 2 • 14.9 [y.20.5][ 0%) 2 • 39.1 [y.20.5)( 0%) 80 • 18.9 [y.20.5][100%] 59 • 18.9 [y.20.5][ 0%] 40 • 35.1 [y.20.5](100%] 30 • 35.1 [y.20.S)[ 0»] 80 • 31.1 (y.20.5](100%) 59 • 25.0 [y=20.5][ 0%) 59 • 31.1 [y.20.5][ 0%) 40 • 50.0 [y.20.5][10O%] 30 • 50.0 [y.20.5][ 0%) 20 • 16.0 [y. 6.4][ 0%) 20 • 34.0 [y. 6.4i[ 20 • 50.0 [y. 6.4][ 20.5 Angle.270 Angle.270 Angle.270 Angle.270 Ang1e.270 Ang1e.270 Angle.270 Angle.270 O.Of O.Of -(Rol ler Pressed).-.-.-.-.-.-.-=-.-.- [CSC ASCE Wind Lt-«](OC 24.00][DF 1.33][MI 1] [100%] [ 0%) 4](100%) [ 0%) [100%] [ 0%) 8][100%] [ 0%) 5](100%) 5] (100%) [ OS] [100%) [ 0%) [ 0%) [ 0%) 5](100%) 20.5 20.5 20.5 20.5 20.5 20.5 20.5 3200.7 f Hor.R. 3055.3 # Hor.R Repetitive Factors Used Yes -38 PLF • 19.9 to -38 • 25 0 IS PLF • -2.0 to 18 • 0 0 -41 PLF • 3.0 to -41 • 14 9 IS PLF • 0.0 to 18 • 3 0 -3S PLF • 25.0 to -38 • 35 1 IB PLF • 3.0 to 18 • 14 9 -65 PLF • 35.1 to -65 • 40 1 17 PLF • 14.9 to 17 • 19 9 -65 PLF • 0.0 to -65 • 3 0 -41 PLF • 40.1 to -41 • 50 0 17 PLF 9 19.9 to 17 • 35 1 -38 PLF 9 14.9 to -38 • 19 9 18 PLF 9 35.1 to 18 • 40 1 18 PLF 9 40.1 to 18 • 50 0 12 PLF 9 0.0 to 12 • 50 0 -75 PLF 9 -2.0 CO -75 • 0 0 [Roller Pressed]"— •ind Rt-+][0C 24.00][DF 1.33; 0.06 Repetitive Factors Usad: Yes -38 PLF • 30.1 to -38 • 35 1 [y.17.0 (100%) 18 PLF • -2.0 to IS • 9 9 (y.20.5 ( 0%) -41 PLF • -2.0 to -41 • 9 9 L [y.15 S][100%] 18 PLF • 9.9 to 18 • 14 9 (y.20.5 [ OS] -41 PLF • 35.1 to -41 • 45 0 R [y.l4 1][100%] -38 PLF • 14.9 to -38 • 25 0 (y.17.0 [100%] 17 PLF • 14.9 to 17 • 30 1 (y.20.5 [ 0%) -65 PLF • 45.0 to -65 • 50 0 R [y.12 5](100%) 17 PLF • 30.1 to 17 • 35 1 [y.20.5 [ 0%) -65 PLF • 9.9 to -65 • 14 9 L [y.17 4)(100%) IS PLF • 35.1 to 18 • 45 0 [y.20.5 [ 0%] IS PLF • 45.0 to 18 • 50 0 [y.20.5 [ 0%] 12 PLF • 0.0 to 12 • 50 0 [y. 6.4 [ 0%) -38 PLF • 25.0 to -38 • 30 1 [y.17.0 (100%) 0.65 L/923 2.04 L/293 0.08 -.-[Roller Pressed].-.-.-.-.. 0.25 (CSC ASCE Wind Lt—)(0C 24.001[DF 1.33; 0.62 L/964 1.95 L/306 0.10 0.31 Repetitive Factors Used Yes 0.61 L/971 1.94 L/308 0.06 0.18 -28 PLF • 19.9 to -28 e 25 0 [y.17.0 [10O%] 18 PLF • -2.0 to 18 • 0 0 (y.20.5 [ 0%) -31 PLF • 3.0 to -31 • 14 9 L [y.17 4](100%) 18 PLF • 0.0 to 18 • 3 0 (y.20.5 [ 0%) 0.02 L/999 0.07 L/999 0.00 0.00 -28 PLF • 25.0 to -28 • 35 1 (y.17.0 [100%] 0.52 L/999 1.64 L/363 0.04 0.12 IS PLF • 3.0 to 18 • 14 9 [y.20.5 [ o%] -54 PLF • 35.1 to -54 • 40 1 R (y.15 8](100%) 0.53 L/999 1.66 L/360 0.12 0.36 17 PLF • 14.9 to 17 • 19 9 [y.20.5 [ 0%) 0.41 L/999 1.28 L/466 0.06 0.17 -54 PLF • 0.0 to -54 • 3 0 L (y.13 5][100%] 0.40 L/999 1.27 L/469 0.14 0.43 -31 PLF • 40.1 to -31 • 50 0 R (y.12 5] [100%) 0.07 L/999 0.22 L/999 0.16 0.50 17 PLF • 19.9 to 17 • 35 1 [y.20.5 ( 0%) 0.07 L/999 0.21 L/999 0.14 0.44 -28 PLF • 14.9 to -28 • 19 9 [y.17.0 (100%) 18 PLF • 35.1 to 18 • 40 1 [y.20.5 ( 0%) 0.00 L/999 0.00 L/999 0.16 0.51 18 PLF • 40.1 to 18 • 50 0 (y.20.5 [ 0%) 12 PLF • 0.0 to 12 • 50 0 (y. 6.4 [ 0%) -75 PLF • -2.0 to -75 • 0 0 L [y.12 5)(100%) -[Roller Pressed). [CSC ASCE Wind Rt—][0C 24.00][DF 1.33; Repetitive Factors Used: Yes -28 PLF • 30.1 to -26 • 35.1 [y.17.0' IS PLF • -2.0 to 18 • 9.9 (y.20.5 -31 PLF • -2.0 to -31 • 9.9 L [y.15 18 PLF • 9.9 to 18 • 14.9 (y.20.5 -31 PLF • 35.1 to -31 • 45.0 R [y.l4 -28 PLF • 14.9 to -28 • 25.0 (y.17.0 17 PLF • 14.9 to 17 • 30.1 [y.20.5' -54 PLF • 45.0 to -54 • 50.0 R [y.12 17 PLF • 30.1 to 17 • 35.1 [y.20.5' -54 PLF • 9.9 to -54 • 14.9 L (y.17 18 PLF • 35.1 to 18 • 45.0 [y.20.5 18 PLF • 45.0 to 18 • 50.0 (y.20.5 12 PLF • 0.0 to 12 • 50.0 [y. 6.4 -28 PLF • 25.0 to -28 • 30.1 [y.l7.0: .-.-.-.-.-[Roller Pressed].-.-.-.-.-.-: [NM 1] [NM 1] [NM 1] [100%] [ 0%] 8] [100%] ( 0%) l][10O%) (lOOX) [ 0%) 5] [100%] [ 0%) 4](100%) [ 0%] [ 0%] [ 0%) [100%] (KHCARLSB-HT50T4-W/PTL0AD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS » DIMENSIONS) SUBMITTED BY TRUSS MFR. SPEC Al LOAOS --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.= 1 .25) TC -From 70 PLF at -2.00 to 70 PLF at 10 92 TC _ From 2 PLF at 10.92 to 2 PLF at 14 92 TC _ From 70 PLF at 14.92 to 139 PLF at 18 92 TC -From 139 PLF at 18.92 to 139 PLF at 31 08 TC -From 139 PLF at 31 .08 to 70 PLF at 35 08 TC From 2 PLF at 35.08 to 2 PLF at 39 08 TC -From 70 PLF at 39.08 to 70 PLF at 50 00 BC -From 20 PLF at 0.00 to 20 PLF at 50.00 TC -139 LB Cone. Load at 10.92 TC -389 LB Cone. Load at 14.92 35 08 TC 139 LB Cone. Load at 39.08 TC 930 LB Cone. Load at 42.50 Top chord 2x6 DF-L #2(g) :T4 2x6 DF-L SS(g): Bot chord 2x6 DF-L SS(g) :B1 2x6 DF-L #1&Bet.(g): Webs 2x4 DF-L #1&Bet.(g) :W11 2x6 DF-L #2(g): :Rt Wedge 2x4 DF-L #1&Bet:.(g): Connectors t n green I Lsnber (g) des i gned us i ng NDS/TPI reduct i on factors. Use this design for common hip trusses • 24.0" OC. Extend sloping TC of truss and Jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC » 20" OC with 2-16d Box or Gun natIs(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHiP0109. Support hip rafter with cripples at 5-7-14 OC. In lieu of structural panels use purlins to brace BC # 120.00" OC. (**) Plate(s) have been repositioned by the truss designer. Spec i a I pos i t i on i ng requ i red. (I) - plates so marked wrere sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg. Located anywhere in roof, CAT 11, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Calculated horizontal deflection is 0.15" due to live load and 0.42" due to dead Ioad. (a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Calculated vertical deflection is 0.60" due to live load and 1.65" due to dead load at X = 25-0-0. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Bu iId i ng des i gner i s respons i bIe for convent i onaI fram i ng. 5X14(**)(l)^ 5X14(1) 4X4^ ^ 5X6(1)= 7X10= 5x6= T4 0-6-1 1 T 5-5-11 5X14(A1) = I* 8-4-0 2X4 6X1 Os 4X4= 2X4111 4X4= 6X12= 2X4 1 HS518(I)- HS518(I)- 0-6-1 1 T HS416(C8) 7X10(C8) = R=3338 W=5.5" PLT TYP. 20 Gauge HS,WaveXR San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Buildini! Components Group, Inc. Sacramento, CA 95828 50-0-0 Over 2 Supports Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) • TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANO BRACING. REFER TO BCSI (BUH.DIMG COMPONENT SAFETY IMFOWHATIOH). PUBLISHED TPI (TRUSS PLATE 1t*STlTUTE, 218 NORTII LEE STREET, SUITE 312, ALEXANDRIA. VA, 22314) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EHTERPRISE LANE. ilADISON, Wl S3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PMHtLV ATTACHED RISID CEILIM. •*IBPORTAIIIT* •FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACTOR. ITW BUILDING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TTIE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPIHG, INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION PER DRAWINGS 160A-Z. VMSPtCT^OM OT PUiTtS TOLY-UWED W XD SHhV.L BE PER MiWfX hi OF lT>n-2DD2 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. R=3848 W=5.5" CA/-/3/1/-/R/-Scale =.135"/Ft. TC LL 20 0 TC DL 14 0 BC DL 10 0 BC LL 0 0 TOT.LD. ^UR^FAC^ 44.0 PSF 1 .25 SPACING 24.0" REF R6004- 37227 DATE 09/11/12 DRW CAUSR6004 12255009 CA-ENG LVT/GWH SEQN-88057 JREF- 1UPE6004Z01 [12255009][ALPINE][CBC2O10/TPI-20O7]tlfr50T4-W/PTL0AD][45175/|] [Page 1] [TCLL 20.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][0F 1.25][0C 24.0][NM 1][S0FFIT a«.>Bearlng5H« [X-Loc] [React] [Size] «••== [ 0.00][ 3338][ 3Sn][0.4e] [49.54][ 3848][0.46] 0.0] [CBC pass f2][0C 24.00][DF 1.25][Na 1] EndPts MaxTen MaxCoeip AXL BND CSI GLC S Grade Length Pitch 0 1 44 0 0 01 0 15 0.16 2 6 DF-L #2(g) 25.30 4.00 4 7 981 -8598 0 40 0 46 0.86 2 6 DF-L #2(g) 90.65 4.00 7 9 903 -8041 0 27 0 31 0.58 2 6 DF-L #2(g) 72.73 4.00 10 15 915 -7566 0 27 0 22 0.49 2 6 DF-L »2(g) 62.92 -0.50 15 19 1016 -9590 0 61 0 33 0.94 2 6 DF-L #2(g) 67.25 -0.00 17 22 993 -9919 0 65 0 33 0.99 2 6 DF-L #2(9) 67.25 -0.00 22 28 902 -8186 0 31 0 25 0.56 2 6 DF-L #2(9) 62.92 0.50 27 30 891 -8760 0 21 0 14 0.35 2 6 DF-L SS(g) 72.73 -4.00 30 33 983 -10465 0 38 0 58 0.96 2 6 DF-L SS(g) 90.65 -4.00 5 6 8071 -848 0 75 0 19 0.95 2 6 DF-L JHBet.C 34.25 -0.00 6 a 8070 -850 0 75 0 la 0.93 2 6 DF-L #l«Bet.( 69.00 -0.00 a 12 9546 -775 0 89 0 07 0.96 2 6 DF-L »UBet. ( 23.00 -O.OO 13 16 9546 -775 0 71 0 07 0.78 2 6 DF-L SS(g) 44.25 -0.00 18 20 1029a -779 0 77 0 09 0.85 2 6 DF-L SS(g) 63.75 -0.00 20 21 10298 -779 0 77 0 09 0.86 2 6 DF-L SS(9) 63.75 -0.00 21 23 9894 -754 0 74 0 07 0.81 2 6 DF-L SS(g) 44.25 -0.00 25 29 9894 -754 0 74 0 06 0.80 2 6 DF-L SS(g) 24.00 -0.00 29 31 9816 -853 0 73 0 15 0.88 2 6 DF-L SS(g) 68.00 -0.00 31 32 9817 -851 0 73 0 19 0.92 2 6 DF-L SS(g) 84.25 -0.00 2 3 421 -3101 -. - Plate lember a-=-PLATE MEMBER 0.50 -Vert- 2 4 925 -8608 0 32 0 28 0.59 2 6 OF-L #2(g) 13.92 4.23 1 2 29 0 -= .FIct OUS Heiiit)er=-=-OF-L #2{g) 1.78 2.26 4 5 121 -104 . Plate Member =-=-PLATE MEMBER 5.43 -73.95 3 5 ao9i -665 0 75 0 15 0.90 2 6 DF-L *l&Bet.( 14.00 -0.20 34 35 284 -3443 -= = Plate Member =-PUTE MEMBER 0.50 -Vert- 33 34 922 -10443 0 29 0 16 0.45 2 6 DF-L SS(g) 13.92 -4.23 34 36 2 -0 -= .F cti OUS MemberM-s-DF-L SS(g) 1.78 -2.26 32 33 208 -292 -. — Plate Member =-=-PUTE MEMBER 5.43 73.95 32 35 9869 -872 0 74 0 13 0.87 2 6 DF-L SS(g) 14.00 0.20 9 11 0 -124 0 00 0 25 0.25 2 6 DF-L #2(g) 9.61 4.00 26 27 0 -124 0.00 0 15 0.15 2 6 DF-L SS(g) 9.61 -4.00 9 10 912 -7547 -= =Fictious Member=-=-DF-L #2(g) O.OO -Uert- ia 19 9590 -1016 -. -F ct OUS Members-=-DF-L #2(g) O.OO -Uert- 17 18 9919 -993 -F ct OUS Members--DF-L #2(g) O.OO -Vert- 27 28 8165 -898 'Fictious Membera-=-DF-L #2(g) 0.00 -Vert- 12 14 9546 -775 sFlctious Member>-.-DF-L H4Bet.( 0.00 -Vert- 13 14 775 -9546 -F ct OUS Members-DF-L SS(g) 0.00 -Vert- 23 24 9894 -754 --.F ct OUS Mefflber=-=-OF-L SS(g) O.OO -Vert- 24 25 9894 -754 -= -=F cti OUS Heniber=-=-OF-L SS(g) 0.00 -Vert- Plywd Plywd Plywd •11999 • 20" • 20" •11999 Repetitive Factors Used Yes 30 PLF • -2.0 to 30 •14.9 [y.20 5][ 0%] 30 PLF • 14.9 to 30 •25.0 [y=20 5][ 0%] 30 PLF • 25.0 to 30 •35.1 [y=20 5][ 0%] 30 PLF • 35.1 to 30 •50.0 [y=20 5][ 0%] 20 PLF • 0.0 to 20 • 16.0 [y= 6 4][ 0%] 20 PLF • 16.0 to 20 • 34.0 [y> 6 4][ 0%] > 20 PLF • 34.0 to 20 • 50.0 [y- 6 4][ 0%] 20 PLF • 0.0 to 20 • 16.0 [y. 6 4] [100%] 20 PLF 9 16.0 to 20 • 34.0 [y- 6 4] [100%] ) 20 PLF • 34.0 to 20 • 50.0 [y 6 4] [100%] Brg.# 1 Vert.R. 1798.3 # Hor.R= 0.0# Brg.* 2 Vert.R= 1736.5 # Hor.R. 0.0# •120" •120" •120" •120- •120" •120" •120" •120" •120" •120" Plywd •120" Plywd Plywd .-.-.-.-.-[Rol ler Pressed].-.-.-.-.—.-. [Std Calif 4ip][0C 24.0O][DF 1.25][NM 1] Repetitive Factors Used: No 40 PLF • -2.0 to 40 PLF • 0 .0 to 30 PLF • -2.0 to 2 PLF • 10.9 to 2 PLF • 35.1 to 40 PLF • 14.9 to 30 PLF • 14.9 to ao PLF • 31.1 to 59 PLF • 31.1 to 80 PLF • 18.9 to 59 PLF • 18.9 to 59 PLF • 25.0 to 40 PLF • 39.1 to 30 PLF • 39.1 to 20 PLF • 0.0 to 20 PLF • 16.0 to 20 PLF • 34.0 to 10.9 10.9 14.9 14.9 35.1 35.1 39.1 39.1 • 0 0 [y.20 5] [100%] • 10 9 [y.20 5] [100%] • 10 9 [y.20 5][ 0%] • 14 9 [y.20 5][ 0%] • 39 1 [y.20 5][ 0%) • 18 9 [y.20 5][100%] • 18 9 [y.20 5][ 0%] • 35 1 [y.20 5][100%] • 35 1 [y.20 5][ 0%] • 31 1 [y.20 5][100%] • 25 0 [y=20 5][ 0%] • 31 1 [y=20 5][ 0%] • 50 0 [y=20 5][100%] • 50 0 [y.20 5][ 0%] • 16 0 [y. 6 4][ 0%] • 34 0 [y. 6 4][ 0%] • SO 0 [y. 6 4][ 0%] 80.00 Lbs. • 59.03 Lbs. • 224.00 Lbs. • 165.28 Lbs. • 224.00 Lbs. • 165.28 Lbs. • 59.03 Lbs. • 80.00 Lbs. • 930.00 Lbs. • Brg.# 1 Vert .R= Brg.f 2 Vert.R. 20.5 Angle=270 Angles270 Angle.270 Angle.270 Angle.270 Angle.270 Angle.270 Angle.270 Angle.270 0.0* 0.0# 20.5 20.5 20.5 20.5 20.5 20.5 20.5 42.5. 20.5 3338.3 # Hor.R, 3847.7 # Hor.R. EndPts MaxTen MaxComp AXL GLC S Grade Length 6- 7 237 0 0 03 1 4 DF-L #1&Bet 28 67 7- 8 201 -563 0 30 1 4 DF-L #l&Bet 71 50 a- 9 2148 -158 0 27 2 4 DF-L #lSBet 51 67 a-15 225 -2829 0 70 1 4 DF-L flSBet 78 97 15-16 675 0 0 09 2 4 DF-L fIftBet 48 92 16-18 98 -932 0 60 2 4 DF-L fUBet 78 97 18-20 217 0 0 03 1 4 DF-L tItrBet 48 92 18-21 35 -499 0 32 2 4 DF-L fUBet 78 97 21-22 398 0 0 05 1 4 DF-L flSBet 48 92 22-29 219 -2258 0 70 1 4 OF-L fl&Bet 78 97 27-29 2454 -186 0 32 2 6 DF-L #2(g) 51 67 29-30 245 -1760 0 89 2 4 DF-L flSBet 69 67 30-31 241 0 0 03 1 4 OF-L flSBet 23 67 Node X-Loc Y-Loc Plate Cq JSI Met! 0 1 .2 0 OO 00 11 12 60 26 2 0 15 12 29 3 0 15 12 25 5X14(Al) 0.80 0.93 4 1 24 12 68 5 1 31 12 23 6 3 33 12 23 2X4 0.80 0.59 N 7 3 41 15 06 4X4 0.30 0.51 H 8 14 08 12 23 6X10 0.30 0.37 N 9 14 16 16 93 5X14(")(I) 0 0.99 N 10 14 16 16 93 11 14 92 17 23 12 16 00 12 23 HS518(I) 1.00 0.89 N 13 16 00 12 23 14 16 00 12 23 15 19 40 16 76 5X6(1) 1.00 0.79 H 16 19 69 12 23 4X4 0.80 0.79 N 17 25 00 16 76 7X10 0.80 0.82 N 18 25 00 16 76 19 25 00 16 76 20 25 00 12 23 2X4 0.80 0.54 N 21 30 31 12 23 4X4 O.SO 0.47 N 22 30 60 16 76 5X6 0.80 0.84 N 23 34 OO 12 23 HS513(I) 1.00 0.92 N 24 34 00 12 23 25 34 00 12 23 26 35 OS 17 23 27 35 84 16 98 5X14(1) 1.00 0.97 N 28 35 34 16 93 29 36 00 12 23 6X12 0.30 0.71 N 30 41 59 15 06 4X6 0.30 0.73 N 31 41 67 12 23 2X4 0.80 0.60 N 32 48 69 12 23 7X10(08) O.SO 0.93 33 48 76 12 68 34 49 85 12 29 HS416(C8) .80 0.98 35 49 85 12 25 36 50 00 12 26 deflY(T) 0.00 L/999 dxL O.OO dxT 0.00 0.00 L/999 0.06 L/999 0.06 L/999 0.37 L/999 0.37 L/999 0.48 L/999 0.43 L/999 .-.-.-=-=-[Roller Pressed]. [CSC ASCE Wind Lt-.][OC 24.00][DF 1.33][NM 1] [100%] [ 0%) 4][100%] [ 0%] [100%] [ 0%] 3] [100%] [ 0%] 5] [100%] 5][100%] [ 0%] [100%] [ 0%] [ 0%] t 0%] 5] [100%] Repet i t i ve Factors Used Yes -38 PLF • 19 9 to -38 • 25 0 18 PLF • -2 0 to 18 • 0 0 -41 PLF • 3 0 to -41 • 14 9 18 PLF • 0 0 to 13 • 3 0 -38 PLF • 25 0 to -38 • 35 1 13 PLF • 3 0 to 18 • 14 9 -65 PLF • 35 1 to -65 • 40 1 17 PLF • 14 9 to 17 • 19 9 -65 PLF • 0 0 to -65 • 3 0 -41 PLF • 40 1 to -41 • 50 0 17 PLF • 19 9 to 17 • 35 1 -38 PLF • 14 9 to -38 • 19 9 18 PLF • 35 1 to 13 • 40 1 18 PLF • 40 1 to 18 • 50 0 12 PLF • 0 0 to 12 • 50 0 -75 PLF • -2 0 to -75 • 0 0 0.00 L/999 0.00 0.00 0.21 L/999 0.02 0.07 0.22 L/999 0.00 0.01 1.39 L/430 0.02 0.03 1.40 L/427 0.10 0.36 1.82 L/327 0.04 0.14 1.31 L/330 0.11 0.43 0.02 L/999 0.07 L/999 0.01 0.02 0.57 L/999 0.57 L/999 0.60 L/998 2.13 L/280 2.15 L/278 2.25 L/265 0.09 0.05 0.07 -.-[Roller Pressed].-.. 0.07 [CSC ASCE Hind Rt-t][OC 24.00][DF 1.33; 0.01 Repetitive Factors Usad: Yes -38 PLF • 30.1 to -38 • 35.1 [y.17.0 18 PLF • -2.0 to -41 PLF • -2.0 to 18 PLF • 9.9 to -41 PLF • 35.1 to -33 PLF • 14.9 to 17 PLF • 14.9 to -65 PLF • 45.0 to 17 PLF • 30.1 to -65 PLF • 9.9 to 18 PLF • 35.1 to 18 PLF • 45.0 to 12 PLF • 0.0 to -38 PLF • 25,0 to 0.36 0.21 0.23 0.60 L/99a 0.58 L/999 2.25 L/265 2.17 L/275 0.07 0.09 0.27 : .-.-[Roller Pressed]. 18 • 9.9 [y.20.5 -41 • 9.9 L [y.15 13 • 14.9 [y.20.5: -41 • 45.0 R [y.14 -33 • 25.0 (y.l7.o: 17 • 30.1 [y.20.5 -65 • 50.0 R [y.12 17 • 35.1 [y.20.5 -65 • 14.9 L [y.17 18 • 45.0 (y.20.5: 13 • 50.0 [y.20.5 12 • 50.0 [y. 6.4 -33 • 30.1 [y.l7.0: 0.34 [CSC ASCE «ind Lt-][0C 24.00]IDF 1.33 0.57 L/999 2.16 L/277 0.05 0.20 Repet i t i ,e Factors Used Ves -28 PLF 9 19.9 to -28 • 25 0 [y.17.0 [100%] 18 PLF 9 -2.0 to 18 • 0 0 [,.20.5 [ o%] -31 PLF 9 3.0 to -31 • 14 9 L [y.17 4][100%] 0.02 L/999 0.08 L/999 0.00 0.00 18 PLF 9 0.0 to 18 • 3 0 [y.20.5 [ 0%] 0.49 L/999 1.35 L/323 0.03 0.12 -28 PLF 9 25.0 to -28 • 35 1 [y.17.0 [100%] 18 PLF 9 3.0 to 18 • 14 9 [y.20.5 [ 0%] 0.49 L/999 1.36 L/321 0.11 0.41 -54 PLF 9 35.1 to -54 • 40 1 R [y.15 8] [100%] 0.39 L/999 1.46 L/407 0.05 0.18 17 PLF 9 14.9 to 17 • 19 9 [y.20.5 [ 0%] 0.39 L/999 1.46 L/409 0.13 0.47 -54 PLF 9 0.0 to -54 • 3 0 L [y.13 5][100%] 0.07 L/999 0.26 L/999 0.15 0.56 -31 PLF 9 40.1 to -31 • 50 0 R [y.12 5][100%] 0.07 L/999 0.25 L/999 0.13 0.49 17 PLF 9 19.9 to 17 • 35 1 [y.20.5 ( 0%] -28 PLF 9 14.9 to -28 • 19 9 [y.17.0 [100%] 0.00 L/999 0.00 L/999 0.15 0.57 18 PLF 9 35.1 to 18 • 40 1 [,=20.5 [ o%] 18 PLF 9 40.1 to 13 • SO 0 [,.20.5 [ 0%) 12 PLF 9 0.0 to 12 • 50 0 [y. 6.4 [ o%] -75 PLF 9 -2.0 to -75 • 0 0 L [y.12 5] [100%] -Roller Pressed --..-.-«-. -.-.-=-. [CSC ASCE «ind Rt—][0C 24.0O][0F 1.33: Repetitive Factors Used Yes -28 PLF • 30.1 to -28 • 35 1 [y.17.0 [100%] 13 PLF • -2.0 to 18 • 9 9 [y.20.5 [ 0%] -31 PLF • -2.0 to -31 • 9 9 L [y.15 a] [100%] 18 PLF • 9.9 to 18 • 14 9 [y.20.5 [ o%] -31 PLF • 35.1 to -31 • 45 0 R [y.14 1][100%] -28 PLF • 14.9 to -23 • 25 0 [y.17.0 [100%] 17 PLF • 14.9 to 17 • 30 1 [y.20.5 [ 0%] -54 PLF • 45.0 to -54 • 50 0 R [y.12 5] [100%] 17 PLF • 30.1 to 17 • 35 1 [y=20.5 [ 0%] -54 PLF • 9.9 to -54 • 14 9 L [y.17 41(100%] 18 PLF • 35.1 to 18 • 45 0 [y.20.5 ( 0%] 18 PLF • 45.0 to 18 • 50 0 [y.20.5 [ 0%] 12 PLF e 0.0 to 12 • 50 0 [y. 6.4 [ o%] -28 PLF • 25.0 to -28 • 30 1 [y.17.0 [100%] .-=-... -Roller Pressed --..-.-«- [NM 1] [10O%] [ 0%] 8][100%] [ 0%] 1][100%] [100%] [ 0%] 5][10O%] [ OS] 4][100%] [ 0%] [ 0%] [ 0%] [100%] [NM 1] [NM 1] THIS DWG PREPARED FROM COMPIITER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. (KHCARLSB- - HT50T4-W/WALL) Top chord 2x6 DF-L #2(g) :T4 2x6 DF-L #1&Bet.(g): Bot chord 2x6 DF-L #1&Bet.(g) Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss transfers a maximum horizontal load of 3000# (60.00 PLF) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Horiz. Loads: Force(#) (PLF) Mbr Start End Case 1: 3000 60.00 TC 0.00 50.00 3000 BC 0.00 Calculated horizontal deflection is 0.08" due to live load and 0.24" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Calculated vertical deflection is 0.25" due to live load and 0.93" due to dead load at X = 25-0-0. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Building designer is responsible for conventional framing. In lieu of structural panels use purlins to brace BC 9 120.00" 00. 4X4^ 7X10^ 0-6-1 1 T 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.131"x3" nails Top Chord: 1 Row e 3.50" o.c. Bot Chord: 1 Row #12.00" o.c. Webs : 1 Row » 4" o.c. Use equaI spac i ng between rows and stagger na iIs In each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. Use same design for one-ply common hip trusses @ 24.0" OC. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC ^ 56" 00 with 2-16d Box or Gun nai Is(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIPOI09. Support hip rafter with cripples at 5-7-14 OC. 4X4 = 5X10^ 5-5-11 0-6-1 1 2X4111 4X10= 4X4= 2X41 6X8 = 4X4 = 6X8 = 12-0-0 2X4 5X10(A1)- gj^g^ 4X10^ I* 8-5-0 H^5-8-0 >\< 5-5-8 >|< 5-5-8 >|< 5-5-8 >|< 5-3-12 >|< 5-9-12—»|< 8-5-0 \^ 14-11-0 20-10-4 14-2-12 5X10(A1) = 50-0-0 Over 2 Supports R=3311 W=5.5" RL=3000/-3000 PLT TYP. WaveXR San Diego Co. Trass 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04 ''MRHIIIG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET. SUITE 312, ALEXANDRIA, VA, 22314) ANO VTCA (VOOD TRUSS COUNCIL OF AMERICA, S300 ENTERPRISE LANE, MADISON, Wl 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIOID CEILIHO. ** ••PORTAMT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILOING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/ia/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (l) SHALL BE PER AHHEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COin>ONENT FOR ANV BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. R=5270 W=5.5" CA/-/3/1/-/R/-Scale =.135"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37228 DATE 09/11/12 DRW CAUSR6004 12255010 CA-ENG LVT/GWH SEQN-88061 JREF- 1UPE6004Z01 [ALPINE][CBC2010/TPI-2007][HT50T4-W/IIIALL][45175/|] (Pago 1] [TCLL 20,0](TCDL 14.0][BCDL 10.0](BCLL 0.0](DF 1.25](0C 24.0][NM 2][S0FFIT 0.0] [CBC pass #2][0C 24.00][DF 1.25][NM 2] .....Bearings... [X-Loc] [React] [Size] ..... Repetitive Factors Used: Yes [ 0.00][ 3311][ 3001h][0.46] [49.54][ 5270][0.46] 30 PLF • -2.0 to 30 • 14.9 [y.20.5][ 0%] 30 PLF • 14.9 to 30 • 25.0 [y.20.5] [ 0%] EndPts MaxTen MaxCoe^j AXL BND CSI GLC S Crade Length Pitch Brace 30 PLF • 25.0 to 30 * 35.1 [y.20.5] [ 0%] 0- 1 44 0 0.00 0.08 0.08 2 6 DF-L #2(g) 25.30 4.00 Ply»d 30 PLF* 35.1 to 30 • SO.O [y.20.5] [ 0%] 4- 7 981 -8513 0.10 0.20 0.30 2 6 DF-L #2(g) 91.71 4.00 Plywd 20 PLF • 0.0 to 20 • 16.0 [y. 6.4] [ 0%] 7 - 9 903 -7954 0.07 0.13 0.20 2 6 DF-L »2(g) 71.68 4.00 Ply»d 20 PLF • 16.0 to 20 • 34.0 [y. 6.4] [ 0%] 10-15 915 -7486 0.07 0.11 0.17 2 6 DF-L #2(g) 62.92 -0.50 ^11999 20 PLF •34.0 to 20 • 50.0 [y. 6.4] [ 0%] 15- 19 1016 -9473 0.79 0.15 0.95 2 6 DF-L »2(g) 67.25 -0.00 • 56" 20 PLF • 0.0 to 20 • 16.0 [y. 6.4] [100%] 17- 22 994 -9744 0.84 0.15 0.99 2 6 DF-L #2(g) 67.25 -0.00 • 56" 20 PLF • 16.0 to 20 • 34.0 [y. 6.4] [100%] 22- 23 903 -7978 0.07 0.13 0.20 2 6 DF-L #2(g) 62.92 0.50 •11999 20 PLF •34.0 to 20 • 50.0 [y= 6.4] [100%] 27-30 891 -3526 0.06 0.31 0.37 2 6 DF-L #lSBet. ( 71.63 -4.00 Plywd Brg.f 1 Vort.R. 1798.3 # Hor.R. 0.0* 30- 33 982 -10725 0.11 0.31 0.92 2 6 DF-L #lSBot. ( 91.71 -4.00 Plywd Brg.* 2 Vert.R. 1736.5 » Hor.R. -0.0# 5- 6 7990 -846 0.37 0.10 0.47 2 6 DF-L #lSBet. ( 85.25 -0.00 ^120" .-.-.-.-.-[Roi ier Pressed].-.-.-.-.-=-.-. 6- 8 7989 -849 0.37 0.03 0.46 2 6 DF-L flSBet. ( 63.00 -0.00 ^120" [Std Ca i if Hip] [OC 24.00] [DF 1.25] [NM 2] 8- 12 9432 -776 0.44 0.03 0.47 2 6 DF-L #1SBet. ( 23.00 -0.00 •120" Repetitive Factors Used: No 13-16 9432 -776 0.44 0.04 0.48 2 6 Df-L #1 SBet. ( 44.25 -0.00 •120" 40 PLF • -2.0 to 40 • 0.0 [y.20.5][100%] 16- 20 10146 -779 0.47 0.05 0.53 2 6 DF-L #1SBet. ( 63.75 -0.00 •120" 40 PLF • 0,0 to 40 • 10.9 [y=20.5]il00%l 20- 21 10146 -779 0.47 0.05 0.52 2 6 DF-L flSBet. ( 63.75 -O.OO •120" 30 PLF • -2.0 to 30 • 10.9 [y=20.5][ 0%] 21- 23 9715 -755 0.45 0.05 0.50 2 6 DF-L flSBet. ( 44.25 -0.00 •120" 2 PLF • 10.9 to 2 • 14.9 [y.20.5][ 0%] 25- 29 9715 - 755 0.45 0.04 0.49 2 6 OF-L f 1 SBet. ( 23.00 -0.00 •120" 2 PLF • 35.1 to 2 • 39.1 [y.20.5][ 0%] 29-31 9727 -851 0.45 0.08 0.54 2 6 DF-L flSBet. ( 68.00 -0.00 9120- 40 PLF • 14.9 to 80 • 18.9 (y.20.S][100%] 31- 32 9736 -349 0.45 0.49 0.94 2 6 DF-L flSBet. ( 85.25 -0.00 •120" 30 PLF • 14.9 to 59 • 18.9 [y.20.51( 0%] 2- 3 418 -3070 Plate Member .-=- PLATE MEMBER 0.50 -Vert- SO PLF • 31.1 to 40 • 35.1 [y.20.5][100%] 2- 4 923 -8522 0.08 0.14 0.22 2 6 OF-L #2(g) 13.92 4.23 Plywd 59 PLF • 31.1 to 30^35.1 [y.20.5][ 0%] 1- 2 29 -1 -.-.Fictious Member.-.- DF-L f2(g) 1.78 2.26 80 PLF • 18.9 to 80 • 31.1 [y=20.5][100%] 4- 5 124 -109 -=-= Plate Member =-=- PLATE MEMBER 5.43 -73.95 59 PLF • 18.9 to 59 • 25.0 [y.20.5][ 0%] 3- 5 8010 -864 0.37 0.07 0.45 2 6 OF-L flSBet. ( 14.00 -0.20 •lao" 59 PLF • 25.0 to 59^31.1 [,=20.5][ 0%] 34-35 281 -3907 Plate Meiaber .-=- PLATE MEMBER 0.50 -Vert - 40 PLF • 39.1 to 40 • 50.0 [y=20.5] [100%] 33- 34 920 -10679 0.09 0.07 0.17 2 6 DF-L flSBet. ( 13.92 -4.23 Plywd 30 PLF •39.1 to 30 • 50.0 [y=20.5] [ 0%] 34- 36 23 -0 -.-.Fictious Member.— DF-L flSBet. ( 1.73 -2.26 20 PLF • 0.0 to 20 • 16.0 [y. 6.4] [ 0%] 32- 33 212 -1435 Plate Member .-=- PLATE MEMBER 5.43 73.95 20 PLF • 16.0 to 20 • 34.0 [y. 6.4] [ 0%] 32-35 9995 -870 0.47 0.49 0.96 2 6 DF-L flSBet. ( 14.00 0.20 ^120" 20 PLF •34.0 to 20 • 50.0 [,. 6.4] [ 0%] 9- 11 0 -124 0.00 0.12 0.12 2 6 DF-L f2(g) 9.61 4.00 Pljnri 465 PLF • 45.0 to 465 • 50.0 [,.20.5][ 0%] 26- 27 0 -124 0.00 0.09 0.09 2 6 DF-L fISBot. ( 9.61 -4.00 Plywd 30.00 Lbs. • 10.9. 20.5 Angle.270 9-10 912 -7465 -.-.Fictious Member.-.- DF-L f2(g) O.OO -Vert - 59.03 Lbs. • 10.9, 20.5 Angle.270 18- 19 9473 -1016 -.-.Fictious Member—.- DF-L f2(g) 0.00 -Vert 224.00 Lbs. • 14.9, 20.5 Angie.270 17- 18 9744 -994 -.-.Fictious Member.-.- DF-L f2(g) O.OO -Vert- 165.23 Lbs. • 14.9, 20.5 Angie.270 27- 28 7956 -899 -.-.Fictious Member.-.- DF-L f2(g) 0.00 -Vert 224.00 Lbs. • 35.1, 20.5 Angle.270 12- 14 9432 -776 -.-.Fictious Heinber.-.- DF-L flSBet.( O.OO -Vert 165.28 Lbs. • 35.1, 20.5 Angie.270 13- 14 776 -9432 -.-.Fictious Member.-.- DF-L flSBet.( 0.00 -Vert- 59.03 Lbs. • 39.1, 20.5 Angie.270 23- 24 9715 -755 -.-.Fictious Member.-.- DF-L flSBet.( 0.00 -Vert 80.00 Lbs. • 39.1, 20.5 Angie.270 24- 25 9715 -755 -.-.Fictious Member.-.- DF-L flSBet. ( 0.00 -Vert- Brg.f 1 Vert.R. 3310.8 # Hor.R. O.Of Brg.f 2 Vert.R. 5270.1 f Hor.R. -O.Of EndPts MaxTen MaxComp AXL GLC S Grade Length Brace .-.-.-.-.-[Roiler Pressed].-.-.-.-.-.-.-.-.-.-. 6- 7 239 -1 0.02 1 4 DF-L flSBet 29.00 [Dragstrut L-R] [OC 24.00] [DF 1.60] [NM 2] 7- 8 201 -562 0.07 1 4 DF-L flSBet 70.72 Repetitive Factors Used; No 8- 9 2122 -160 0.13 2 4 DF-L flSBet 51.67 60 PLF • 25.0 to 60 • 35.1 L [y.17.0] [10O%] 3-15 225 -2535 0.39 2 4 DF-L flSBet 78.97 80 PLF • 35.1 to 60 • 50.0 L [y.12.5] [100%] 15- 16 643 0 0.04 2 4 DF-L flSBet 48.92 30 PLF • -2.0 to 30 • 10.9 [y=20.5][ 0%] 16- 13 93 -834 0.13 2 4 DF-L flSBet 78.97 2 PLF • 10.9 to 2 9 14.9 [,.20.5][ 0%] 18- 20 216 -0 0.01 1 4 DF-L flSBet 48.92 2 PLF • 35.1 to 2^39.1 [,.20.5][ 0%] 18-21 85 -528 0.08 2 4 DF-L flSBet 73.97 60 PLF • 0.0 to 60 • 14.9 L [y.17.4] [100%] 21- 22 439 0 0.03 2 4 DF-L »1SBet 48.92 30 PLF •14.9 to 59 • 13.9 [y.20.5] [ 0%] 22- 29 219 -2313 0.35 2 4 DF-L flSBet 78.97 60 PLF • 14.9 to 60 • 25.0 L [y.17.0] [100%] 27-29 2475 -137 0.16 2 4 DF-L flSBet 51.67 59 PLF • 31.1 to 30 • 35.1 [y=20.5][ 0%] 29- 30 244 -1946 0.25 2 4 DF-L flSBet 70.72 59 PLF • 13.9 to 59 • 25.0 [y=20.5][ 0%] 30- 31 421 0 0.02 2 4 DF-L flSBet 29.00 59 PLF • 25.0 to 59 • 31.1 [y.20.5] [ 0%] 30 PLF • 39.1 to 30 • 50.0 [y=20.5][ 0%] Node X-Loc Y-Loc Piate Cq JSI Method deflY(L) deflY(T) dxL dxT 20 PLF • 0.0 to 20 • 16.0 [y= 6.4] [ 0%] 0 -2.0O 11.60 0.00 L/999 0.00 L/999 0.00 0.00 20 PLF • 16.0 to 20 • 34.0 [y. 6.4] [ 0%] 1 0.00 12.26 20 PLF • 34.0 to 20 • 50.0 [y. 6.4)[ 0%] 2 0.15 12.29 465 PLF • 45.0 to 465 • 50.0 [y.20.5][ 0%] 3 0,15 12.25 5X10(A1) 0.30 0.68 0.00 L/999 0.00 L/999 0.00 0.00 59.03 Lbs. • 10.9. 20.5 Angle.270 4 1.24 12.68 0.02 L/999 0.11 L/999 0.01 0.03 165.28 Lbs. • 14.9, 20.5 Angie.270 5 1.31 12.23 0.02 L/999 0.12 L/999 0.00 0.00 165.28 Lbs. • 35.1,20.5 Angie.270 6 8.42 12.23 2X4 0.80 0.46 N 0.16 L/999 0.73 L/820 O.OI 0.04 59.03 Lbs. • 39.1, 20,5 Angle.270 7 8,49 15,09 4X4 0.80 0.51 N 0.16 L/999 0.73 L/816 0.04 0.19 Brg.f 1 Vert.R. 1350.1 f Hor.R. -3000.6f 8 14.08 12.23 4X10 0.80 0.72 N 0.20 L/999 0.95 L/626 0.02 0.07 Brg.f 2 Vert.R. 4216.2 f Hor.R. -O.Of 9 14.16 16.98 5X10 0.80 0.76 N 0.20 L/999 0.94 L/631 0.05 0.22 [Roi ler Pressed] —.-. 10 14.16 16.98 [Dragstrut R-L][OC 24.00][OF 1.60][NM 2] 11 14.92 17.23 0.01 L/999 0.04 L/999 0.00 0.01 Repetitive Factors Used; No 12 16.00 12.23 6X8 0.80 0.88 N 60 PLF • 25.0 to -60 • 35.1 L [y.17.0][100%] 13 16.00 12.23 60 PLF • 35.1 to -60 • 50.0 L [y=12.5] [10O%] 14 16.00 12.23 30 PLF • -2.0 to 30 • 10.9 [y=20.5][ 0%) 15 19.40 16.76 4X4 0.80 0.91 N 0.24 L/999 1.12 L/534 0.04 0.19 2 PLF • 10.9 to 2 • 14.9 [y.20.5][ 0%] 16 19.69 12.23 4X4 0.80 0.44 N 0.24 L/999 1.12 L/530 0.02 0.11 2 PLF • 35.1 to 2^39.1 [y.20.5][ 0%] 17 25.00 16.76 7X10 0.80 0.54 N 0.25 L/999 1.18 L/505 0.03 0.15 -60 PLF • 0.0 to -60 • 14.9 L [y.17.4] [100%) 13 25.00 16.76 30 PLF • 14.9 to 59 • 18.9 [,.20.5] [ 0%] 19 25.00 16.76 60 PLF •14,9 to -60 • 25.0 L [,.17.0] [100%] 20 25.00 12.23 2X4 0.80 0.47 N 0.25 L/999 l.laL/505 0.03 0.14 59 PLF • 31.1 to 30 * 35.1 [,.20.5][ 0%] 21 30.31 12.23 4X4 0.80 0.44 N 0.24 L/999 1.14 L/525 0.04 0.18 59 PLF • 18.9 to 59 • 25.0 [,=20.5] [ 0%] 22 30.60 16.76 4X4 0.80 0.80 N 0.24 L/999 1.13 L/528 0.02 0.11 59 PLF e 25.0 to 59 • 31.1 [,=20.5][ 0%] 23 34.00 12.23 6X8 0.80 0.90 N 30 PLF • 39.1 to 30 • 50.0 [,.20.5] [ 0%] 24 34.00 12.23 20 PLF • 0.0 to 20 • 16.0 [,. 6.4] [ 0%] 25 34.00 12.23 20 PLF • 16.0 to 20 • 34.0 [y. 6.4] [ 0%] 26 35.08 17.23 0.01 L/999 0.05 L/999 0.00 0.00 20 PLF • 34.0 to 20 • 50.0 [y. 6.4][ 0%] 27 35.84 16.93 5X10 0.80 0.31 N 0.21 L/999 0.97 L/613 0.01 0.07 465 PLF • 45.0 to 465 • 50.0 [y=20.5][ 0%] 23 35.84 16.93 - 59.03 Lbs. • 10.9. 20.5 Angie.270 29 35.92 12.23 4X10 0.80 0.83 N 0.21 L/999 0.98 L/612 0.05 0.22 165.28 Lbs. • 14.9, 20.5 Angie.270 30 41.51 15.09 4X4 0.30 0.59 N 0.16 L/999 0.77 L/774 0.02 0.10 165.28 Lbs. • 35.1. 20.5 Angle.270 31 41.58 12.23 2X4 0.80 0.52 N 0.16 L/999 0.77 L/777 0.05 0.25 59.03 Lbs. • 39.1, 20.5 Angie.270 32 48.69 12.23 0.05 L/999 0.25 L/999 0.06 0.30 Brg.f 1 Vert.R. 2173.2 f Hor.R- 3000.6f 33 48.76 12.68 0.05 L/999 0.25 L/999 0.05 0.22 Brg.f 2 Vert.R. 3393.1 f Hor.R. 0.0* 34 49.85 12.29 [Roi ier Pressed] 35 49.85 12.25 5X10(A1) 0.80 0.85 0.00 L/999 0.00 L/999 0.06 0.30 [MWFRS-Std Cai if Hip][OC 24.00][DF 1.33][NM 21 36 50.00 12.26 Repetitive Factors Used; No 0 PLF • 14.9 to 1 • 18.9 [y.20.5][100%] 1 PLF • 31.1 to 0 • 35.1 [y.20.5][100%] 1 PLF • 18.9 to 1 • 25.0 [y.2D.5][100%] 1 PLF • 25.0 to 1 • 31.1 [y.20.5][100%] 6 PLF • 45.0 to 6 • 50.0 [y.20.5][100%] 3 PLF • 45.0 to 3 • 50.0 [,.20.5][ 0%] 3.29 Lbs. • 14.9, 20.5 Angle.270 3.29 Lbs. • 35.1, 20,5 Angle.270 Brg.f 1 Vort.R. 11.6 f Hor.R. -O.Of Brg.f 2 Vert.R. 49.0 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS-Dragstrut L-R][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: No 0 PLF • 14.9 to 1 • 18.9 [y.20.5][100%] 1 PLF • 31.1 to 0 • 35.1 [y.20.5][100%] 1 PLF • 18.9 to 1 • 25.0 [y.20.5][100%] 1 PLF • 25.0 to 1 • 31.1 [y.20.5][100%] 6 PLF • 45.0 to 6 • 50.0 [y.20.5][100%] 3 PLF • 45.0 to 3 • 50.0 [y.20.5][ 0%] 1.96 Lbs. • 14.9. 20.5 Angie.270 1.96 Lbs. • 35.1, 20.5 Angie.270 Brg.f 1 Vert.R. 10.3 f Hor.R. O.Of Brg.f 2 Vert.R. 47.7 f Hor.R. -0.0* .-=-.-.-.-[Roiler Pressed].-.-.-.-.-.-.-.-.-=-. [MUFRS-Oragstrut R-L][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: No 0 PLF • 14.9 to 1 • 18.9 [y.20.5][100%] 1 PLF • 31.1 to 1 PLF • 18.9 to 1 PLF • 25.0 to 6 PLF • 45.0 to 3 PLF • 45.0 to 1.96 Lbs. • 14.9. 1.96 Lbs. • 35.1 Brg.f 1 Vort.R. Brg.f 2 Vert.R. 0 • 35.1 [y.20.5] [100%] 1 • 25.0 [y.20.5][100%] 1 • 31.1 [y.20.5][100%] 6 • 50.0 [y.2O.51[10O%] 3 • 50.0 [y.20.5][ 0%] 20.5 AngIe.270 20.5 AngIe.270 10.3 f Hor.R. O.Of 47.7 f Hor.R. -O.Of .-.-[Rolier Pressed].-.-.-.-.-.-.-.-.-.-. [MIIFRS ASCE Perp/L»*][OC 24.00][DF 1.33][»M 2] Repetitive Factors Used Yes -10 PLF • 25.0 to -10 • 35.1 [y.17.0][100%] 18 PLF • -2.0 to 13 • 0.0 [y.20.5] [ 0%] -20 PLF • 35.1 to -20 • 50.0 R [,=12.5][100%] 13 PLF • 0.0 to IB • 14.9 [y.20.5] [ 0%] 23 PLF • -2.0 to 28 • 0.0 L [y.l2.5][100%] -10 PLF • 14.9 to -10 • 25.0 [y.17.0][100%] 17 PLF • 14.9 to 17 • 35.1 [y.20.5][ 0%] 13 PLF • 35.1 to 18 • 50.0 [y=20.5][ 0%] 2 PLF • 0.0 to 2 • 14.9 L [y=17.41[10O%] 12 PLF • 0.0 to 12 • 50.0 [y= 6.4] [ D%] Brg.f 1 Vert.R. 704.3 < Hor.R. -127.3f Brg.f 2 Vert.R. 389.9 f Hor.R. -O.Of .-.-.-.-.-[Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. [MIIIFRS ASCE Perp/L*-][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used; Yes 1 PLF • 25.0 to 1 • 35.1 [y.17.0)[100%] 18 • 0.0 [y=20.5i[ 0%) -9 • 50.0 R [y.12.5][100%] 18 • 14.9 [y.20.5][ 0%] 28 • 0.0 L [y.l2.5][10O%] 1 • 25.0 [y.17.0][100%] 17 • 35.1 [y.20.5][ 0%] 13 • 50.0 [y.20.5][ 0%] 13 • 14.9 L [,.17.4][100%] 12 • 50.0 [y. 6.4)[ 0%] 972.3 f Hor.R. -127.3f 658.5 f Hor.R. O.Of 18 PLF • -2.0 to -9 PLF • 35.1 to 18 PLF • 0.0 to 28 PLF • -2.0 to 1 PLF • 14.9 to 17 PLF • 14.9 to 18 PLF • 35.1 to 13 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. .-.-.....-[Rol ler Pressed).-.-.-=-»-.-. [MKFRS ASCE Perp/L-*][OC 24.00][DF 1.33][NM 2) Repetitive Factors Used Yes -28 PLF • 25.0 to -23 • 3S.1 [y=17.0][100%) 18 PLF • -2.0 to 13 • 0.0 [y.20.5] [ 0%] -20 PLF •35.1 to -20 • 50.0 R [y.12.5][100%] 18 PLF • 0.0 to 13 • 14.9 [y.20.5][ 0%] -30 PLF • -2.0 to -30 • 0.0 L [y.l2.51[10O%] -28 PLF • 14.9 to -23 • 25.0 [y.17.0][100%] 17 PLF • 14.9 to 17 • 35.1 (y.20.5)[ 0%] 18 PLF • 35.1 to 18 • 50.0 [y.20.5)[ 0%) -15 PLF • 0.0 to -15 • 14.9 L [,.17.4][10O%] 12 PLF • 0.0 to 12 • SO.O [y. 6.4][ 0%] Brg.f 1 Vert.R. 184.4 f Hor.R. -2.3f Brg.f 2 Vert.R. 165.5 f Hor.R. -O.Of =-=-=-=-=-[Rollar PreS5ed]=-=-=-=-=-a-=-s-=-=-= [MIFRS ASCE Porp/L--][OC 24.00][DF 1.33][NM 2] Repetitive Factors Used Yes -13 PLF • 25.0 to -18 • 35.1 [y.17.0)[100%] 13 PLF • -2.0 to 18 • 0.0 [y.20.5] [ 0%) -9 PLF • 35.1 to -9 • 50.0 R [y.12.5][10O%) 18 PLF • 0.0 to 18 • 14.9 [y=20.5][ 0%) -30 PLF • -2.0 to -30 • 0.0 L [y.12.5][100%] -18 PLF • 14.9 to -13 • 25.0 [y=17.0][100%] 17 PLF • 14.9 to 17 • 35.1 [y.20.5) [ 0%] 18 PLF • 35.1 to 13 • SO.O [y=20.5)[ 0%] -5 PLF • 0.0 to -S • 14.9 L [,.17.4][100%] 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ 0%] Brg.f 1 Vert.R. 452.9 f Hor.R= -2.3f Brg.f 2 Vert.R. 434.1 f Hor.R. O.Of =-=:-s.=-=.[Rollar PrQssQd3»-=-=-=-=-=-=-=-=-=-= [MIIFRS ASCE Perp/R++][OC 24.00] [DF 1.33][NM 2] Repet i t i ve Factors Used Yes -10 PLF • 25.0 to -10 • 35.1 [y.17.0)[100%) 18 PLF • -2.0 to 13 • 0.0 [y.20.5][ 0%) 2 PLF • 35.1 to 2 • 50.0 R [y.12.5][10O%] 13 PLF • 0.0 to 18 • 14.9 [y=20.5][ 0%) -14 PLF • -2.0 to -14 • 0.0 L [y=12.5][10O%] -10 PLF • 14.9 to -10 • 25.0 [,.17.0][100%] 17 PLF • 14.9 to 17 • 35.1 [y.20.5][ 0%) 18 PLF • 35.1 to 18 • 50.0 [,.20.5] [ 0%) -20 PLF • 0.0 to -20 • 14.9 L [y.l7.4)[100%) 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ 0%] Brg.f 1 Vert.R. 398.5 f Hor.R. 113.4f Brg.f 2 Vort.R= 610.6 f Hor.R. O.Of =-=-=-a-=-[Roiler Pr9ssad]3-=-a-=-=-=-=-=-=-=-= [MIIIFRS ASCE Perp/R+-l[OC 24.00][DF 1.33][NM 2] Repet it: ive Factors Used Yas 1 PLF • 25.0 to 1 • 35.1 [yMl7.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y=20.5][ 0%] 13 PLF • 35.1 to 13 • SO.O R [y-12.5][100%] 18 PLF • 0.0 to 18 • 14.9 [y=2a.5][ 0%] -14 PLF • -2.0 to -14 • 0.0 L [y.12.S][100%] 1 PLF • 14.9 to 1 • 25.0 [y=17.0][100%] 17 PLF • 14.9 to 17 • 35.1 [y=20.5][ 0%] 18 PLF • 35.1 to 18 • 50.0 [y=20.5][ 0%] -9 PLF • 0.0 to -9 • 14.9 L [yMl7.4][100%] 12 PLF • 0.0 to 12 * 50.0 [y=. 6.4][ 0%] Brg.# 1 Vert.R-667.0 # Hor.R=< 118.4# Brg.# 2 Vert.R= 879.1 # Hor.R= 0.0# =-=-=-=-=.[Rollar Pressed]=-=-=-=-=-=-=-=-=-=-= [MIIFRS ASCE Perp/R-*] [00 24.00] [DF 1.33][NM Z] Repet i t i ve Factors Used Yes -23 PLF • 25.0 to -28 • 35.1 [y=17.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y=20.5][ 0%) -15 PLF • 35.1 to -15 • 50.0 R [y.l2.5][100%) 18 PLF • 0.0 to 18 • 14.9 [y.20.5][ 0%) -14 PLF • -2.0 to -14 • 0.0 L [y=12.5)[100%] -28 PLF • 14.9 to -23 • 25.0 [y.17.0][100%] 17 PLF • 14.9 to 17 • 35.1 [y.20.5][ 0%) 18 PLF • 35.1 to 13 • 50.0 [y.20.5)[ 0%) -20 PLF • 0.0 to -20 • 14.9 L [y.17.4][100%) 12 PLF • 0.0 to 12 • 50.0 [y. 6.4][ 0%) Brg.f 1 Vert.R. 171.3 f Hor.R. 32.3f Brg.f 2 Vert.R. 210.3 f Hor.R. -O.Of =-=-=-=-=-[Roller Prassad]a-a-=-=-=-=-=-=-=-=-= [MlfFRS ASCE Perp/R—][0C 24.O0][DF 1.33][NM 2] Repet i t j ve Factors Used Yes -18 PLF • 25 0 to -18 • 35 1 [,.17.0][100%] 18 PLF • -2 0 to 18 • 0 0 t,.20.5)[ 0%] -5 PLF • 35 1 to -5 • 50 0 R [,.12.5)[100%] 13 PLF • 0 0 to 18 • 14 9 [,.20.5)[ 0%] -14 PLF • -2 0 to -14 • 0 0 L [,.12.5)[100%) -13 PLF 9 14 9 to -13 • 25 0 [,=17.0][100%] 17 PLF 9 14 9 to 17 • 35 1 [,.20.5][ 0%] 13 PLF 9 35 1 to 13 • 50 0 [,.20.5][ 0%) -9 PLF 9 0 0 to -9 • 14 9 L [,.17.4)[100%] 12 PLF 9 0 0 to 12 • 50 0 [,. 6.4] [ 0%) [ALPINE][CBC2010/TPI-2007][KT50T4-W/»ALL][45175/|] [Pago 2] Brg.f 1 Vert.R. 439.9 f Hor.R. 32.3f Brg.f 2 Vert.R. 478.9 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed).-.-.-.-a-.-.-.-=-=-. [MIIFRS ASCE Parltt][OC 24.00)[DF 1.33)[N« 2] Repetitive Factors Used Ves -10 PLF • 25.0 to -10 • 35.1 [y.17.0][100%] 18 PLF • -2.0 to 13 • 0.0 [y=20.5][ 0%] -10 PLF • 35.1 to -10 • 50.0 R [y.l2.5)[100%] 13 PLF • 0.0 to 13 • 14.9 [y.20.5)[ 0%] -5 PLF • -2.0 to -5 • 0.0 L (y.l2.5)tl00%) -10 PLF • 14.9 to -10 • 25.0 [y.17.0)[100%] 17 PLF • 14.9 to 17 • 35.1 [y.20.5)[ 0%] 13 PLF • 35.1 to 18 • 50.0 [y.20.5] [ 0%] -10 PLF • 0.0 to -10 • 14.9 L [y.17.4][100%] 12 PLF • 0.0 to 12 • 50.0 [y= 6.4] [ 0%] Brg.f 1 Vert.R. 512.0 f Hor.f 3. If Brg.f 2 Vert.R. 484.6 f Hor.R. -O.Of -[Rol ler Pressed] — [IWFRS ASCE ParU-][QC 24.00][DF 1.33][NM 2] Repetitive Factors Used Yes 1 PLF • 25.0 to 1 • 35.1 [y.17.0)[100%] 18 PLF • -2.0 to 18 • 0.0 [y=20.5][ 0%) 1 PLF • 35.1 to 1 • 50.0 R [,=12.5][100%] 18 PLF • 0.0 to 18 • 14.9 [,=20.5)[ 0%) -5 PLF • -2.0 to -5 • 0.0 L [,=12.5][100%) 1 PLF • 14.9 to 1 • 25.0 [,.17.0)[100%) 17 PLF • 14.9 to 17 • 35.1 [,.20.5) [ 0%) 18 PLF • 35.1 to 18 • 50.0 [,=20.5)[ 0%) 1 PLF • 0.0 to 1 • 14.9 L [y.l7.4][100%) 12 PLF • 0.0 to 12 • 50.0 [y= 6.4][ 0%) Brg.f 1 Vert.R. 730.5 f Hor.R. 3.If Brg.f 2 Vert.R. 753.1 f Hor.f -O.Of .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [IdTFRS ASCE Parl-»][OC 24.00)[0F 1.33][NM 2] Repetitive Factors Used; Yes -28 PLF • 25.0 to -28 • 35.1 [y.17.0)[100%] 13 • 0.0 [y.20.5][ 0%) 23 • 50.0 R [y.12.5)[100%] 18 • 14.9 [,.20.5)[ 0%) 23 • 0.0 L [,.12.5][100%] 23 • 25.0 [,.17.0)[10O%) 17 • 35.1 [,.20.sii 0%) 13 • 50.0 [,.20.5][ 0%) -23 • 14.9 L [y.l7.4][10O%] 12 • 50.0 [y. 6.4][ 0%) 17.7 f Hor.R. 15.4f 23.9 f Hor.R. -O.Of [Roi ler Pressed].-.-.-.-.-.-.-.-.-.-. (M«IFRS ASCE Parl-)[OC 24.0O][DF 1.33)[NM 2] 18 PLF -28 PLF 18 PLF • -23 PLF • -28 PLF 17 PLF 18 PLF • 35.1 to -28 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. ' -2.0 to . 35.1 to 0.0 to -2.0 to ' 14.9 to ' 14.9 to Repetitive Factors Used Yes -13 PLF • 25.0 to -18 • 35.1 [y=17.0)[100%] 13 PLF • -2.0 to 18 • 0.0 [y.20.5)[ 0%) -13 PLF • 35.1 to -18 • 50.0 R [y12.5][100%] 18 PLF • 0.0 to 18 • 14.9 [,.20.5]( 0%) -23 PLF • -2.0 to -23 • 0.0 L [,.12.5][100%] -18 PLF • 14.9 to -18 • 25.0 [,.17.0)[100%] 17 PLF • 14.9 to 17 • 35.1 [,.20.5) [ 0%) 18 PLF • 35.1 to 13 • 50.0 [,.20.5)[ 0%) -18 PLF • 0.0 to -18 • 14.9 L [,.17.4](10O%) 12 PLF • 0.0 to 12 • 50.0 [,= 6.4)[ 0%) Brg.f 1 Vort.R. 236.2 f Hor.R. 15.4f Brg.f 2 Vart.R= 297.5 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed).-.-.-.-.-.-.-.-=-.-. [CSC ASCE Wind Lt-*][OC 24.00)[OF 1.33][Ml 2) Repetitive Factors Used: Yes -38 PLF • 19.9 to -38 • 25.0 [y.17.0][100%] 18 PLF • -2.0 to 18 • 0.0 [y.20.5)[ 0%] -41 PLF • 3.0 to -41 • 14.9 L [y.17.4][100%) 13 PLF • 0.0 to 13 • 3.0 [y.20.5][ 0%] -38 PLF • 25.0 to -33 y-*^.] [y=17.0)[100%] 18 PLF • 3J -65 PLF •^ 17 I -65 I -41 i .1 to B9 to . m J«-0 to §75 OlS [CS> lind Rt-Hbc yj^Wnm 2) Repe ^actors Used -33 3»s1 to -38 ftwW.0][100%] 18 PlS -?^>e. ,MK0.51[ 0%) -41 13 PLF PLF • to ~jH K [y.15.8)[100%) [y.20.5][ 0%] -41 PLF • 35.1 to -41 • R [y.l4.1](100%) -38 PLF • 14.9 to -38 • 25T! [y.l7.0)[100%) 17 PLF • 14.9 to 17 • 30.1 [y.20.5][ 0%) -65 PLF • 45.0 to -65 • 50.0 R [y=l2.5)[100%) 17 PLF • 30.1 to 17 • 35.1 [y.20.5][ 0%) -65 PLF • 9.9 to -65 • 14.9 L [y.l7.4)[100%] 13 PLF • 35.1 to 18 • 45.0 [y.20.5)[ 0%) 13 PLF • 45.0 to 18 • 50.0 [y.20.5)[ 0%) 12 PLF • 0.0 to 12 • 50.0 [y. 6.4) [ 0%) -38 PLF • 25.0 to -38 • 30.1 [y.17.0)[100%) =-.--.--Ro i 1 er Pressed ..-.-=-.-=....-= [CSC ASCE Wind Lt-][0C 24.00][DF 1.331[NM 2) Repet i t i ve Factors Used Yes -28 PLF • 19.9 to -23 • 25.0 [y.17.0)[100%) 18 PLF • -2.0 to 13 • 0.0 [y=20.5)[ 0%) -31 PLF • 3.0 to -31 • 14.9 L [y=17.4][100%] 18 PLF • 0.0 to 18 • 3.0 [y=20.5)[ 0%) -23 PLF • 25.0 to -28 • 35.1 [y=17.0)[100%) 13 PLF • 3.0 to 18 • 14.9 [y.20.5) [ 0%) -54 PLF • 35.1 to -54 • 40.1 R [y=15.8][10O%] 17 PLF • 14.9 to 17 • 19.9 [,=20.5)[ 0%) -54 PLF • 0.0 to -54 • 3.0 L [,=13.5)[100%) -31 PLF • 40.1 to -31 • 50.0 R [,.12.5)[10O%] 17 PLF • 19.9 to 17 • 35.1 [,.20.5][ 0%] -28 PLF • 14.9 to -23 • 19.9 [,.17.0][100%] 18 PLF • 35.1 to 13 • 40.1 [,.20.5][ 0%] 18 PLF • 40.1 to 18 • SO.O [,=20.5] [ 0%) 12 PLF • 0.0 to 12 • 50.0 [,. 6.4] [ 0%) -75 PLF • -2.0 to -75 • 0.0 L [y.l2.5)[100%] .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-.-. [CSC ASCE Wind Rt--)[OC 24.00][DF 1.33][NM 2] Repetitive Factors Used: Yes -23 PLF • 30.1 to -28 • 35.1 [y.17.0)[100%) 18 • 9.9 [y.20.5][ 0%] -31 • 9.9 L [,.15.8][100%] 18 • 14.9 [,.20.5][ 0%) -31 • 45.0 R [y.l4.1)[100%] -28 • 25.0 [y.17.0)[100%) 17 • 30.1 [y.20.5)[ 0%] 13 PLF • -2.0 to -31 PLF • -2.0 to 18 PLF • 9.9 to -31 PLF • 35.1 to -28 PLF • 14.9 to 17 PLF • 14.9 to [ALPINE][CBC201O/TPI-2OO7)[HT5OT4-»/WALL][45175/|] [Pago 3] -54 PLF • 45.0 to 17 PLF • 30.1 to -54 PLF • 9.9 to 18 PLF • 35.1 to 13 PLF • 45.0 to 12 PLF • 0.0 to -23 PLF • 25.0 to -[Rolier Pressed). -54 • 50.0 R [y.12.5][100%] 17 • 35.1 [,.20.5)[ 0%) -54 • 14.9 L [,.17.4)[100%) 18 • 45.0 [,.20.5)[ 0%) 13 • 50.0 [,.20.5) [ 0%) 12 • 50.0 [,s 6.4][ 0%) -23 • 30.1 [,»17.0)[100%] (KHCARLSB- - T13T4) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Chord 2x6 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACIN6(IN OC) START(FT) END(FT) BC 120 0.15 13.35 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. (**) 1 plate(s) require special positioning. Refer to scaled plate pIot deta iIs for spec i a I pos i t i on i ng requ i rements. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. 6X6(**)= 0-6-1 2-9-1 0-6-1 .12-0-0 3X4(Al)^ 6-9-0 6-9-0 6-9-0 6-9-0 13-6-0 Over 2 Supports R=743 W=3.5" RL=-65 R=743 W=3.5" PLT TYP. WaveXR San Diego Co. Truss 619-286-87S7 7462 Mission Gorge Rd, San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03.04 "•MtNIIK** TRUSSES REWIRE EXTREME CARE IH FABRICATION, HANDLING. SHIPPIHG, INSTALLING ANO BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND TTCA (1000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON, mi 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PMiELS AND BOTTOM CHORD SHALL HAVE A raOPERLV ATTMHED RIOID CEILIM. **IHPOIITJIMT*'FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITV BUILDING COMPONENTS GROUP. INC. SHALL HOT BE RESPONSIBLE FOR ANV DEVIATION FROIII THIS DESIGN: AHY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING t BRACING OF TRUSSES. DESIGN CONFORMS VITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY AFSiPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1S/16GA («,H/SS/K) ASTH A653 GRADE 40/60 (•. K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS PMO. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-Z002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR AHY BUILDING IS THE RESPONSIBILITY OF THE BUtLDING DESIGNER PER ANSI/TPI 1 SEC. 2. CA/-/3/1/-/R/-Scale =.4375"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37229 DATE 09/11/12 DRW CAUSR6004 12255011 CA-ENG LVT/GWH SEQN-88063 JREF- 1UPE6004Z01 [ALPINE)[CBC2010/TI>I-2007)[T13T4)[45175/|) [Page 1] [TCUL 20.0][TC0L 14,01[BCDL 10.01[BCLL 0.01[DF 1.251[0C 24.0KNM UCSOFFIT ......Bearings... [X-Loc][React][Size] ..... [ 0.00][ 743][ -65h][0.29] [13.21][ 743)[0.29) EndPts MaxTen MaxCoeip AXL BND CSI GLC S Grade Length Pitch Braca 0- 1 44 0 0.01 0.11 0.12 1 6 DF-L f2(g) 25 30 4.00 Pi,«d 4- 7 244 -974 0.00 0.14 0.15 1 6 DF-L f2(g) 76 02 4.0O Pi,wd 6-11 244 -974 0.00 0.14 0.15 1 6 DF-L f2{g) 76 02 -4.00 Plywd 14-15 44 0 0.01 0.11 0.12 1 6 OF-L f2(g) 25 30 -4.00 Plywd 5- 9 865 -106 0.08 0.18 0.27 2 4 OF-L flSBet.( 71 25 -0.00 •120" 9-10 365 -106 0.08 0.18 0.27 2 4 OF-L flSBet.( 71 25 -0.00 •120" 2- 3 262 -673 Plate Wefflber .-.-PLATE MEMBER 0 50 -Vert- 2' 4 206 -1007 0.00 0.13 0.13 1 6 DF-L f2(g) 7 83 5.66 Plywd 1- 2 84 -35 -=-=Fictious Mefflber.-.-DF-L f2(g) 1 80 -2.76 4- 5 135 -0 Plate ilefliiser .-.-PUTE MEMBER 4 44 -60.15 3- 5 367 -121 0.08 D.07 0.15 2 4 DF-L flSBet.( 8 02 -0.74 •120- 12-13 263 -678 Plate Menber =-.-PLATE MEMBER 0 50 -Vert- 11-12 207 -1007 0.00 0.13 0.13 1 6 DF-L f2(g) 7 88 -5.66 Plywd 12-14 84 -34 -.-.Fictious Member.-.-DF-L f2(g) 1 80 2.76 10-11 135 -0 -.-= Plate Member .-=-PLATE MEMBER 4 44 60.15 10-13 367 -131 0.08 0.07 0.15 2 4 DF-L flSBet.( 8 02 0.74 •120" 7- 3 244 -842 -.-.Fictious Member.-s-DF-L f2(g) 0 00 -Vert- 6- 8 842 -244 -.-.Fictious Member.--OF-L f2(g> 0 00 -Vert- EndPts MaxTen MaxCoeip AXL GLC S Grade Length Brace 8- 9 264 0 0.03 2 4 DF-L flSBet 23.75 0.0] [STD.AUTO.LOAD][0C 24.00)[DF 1.25)[NM 1) Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 6.8 [y.17.8)[ 30 PLF • 6.8 to 20 PLF • 0.0 to 40 PLF • -2.0 to 40 PLF • 6.8 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. 0%) 15.5 [,.17.8)[ 0%) 20 • 13.5 [,= 6.4)[ 0%) 40 • 6.8 [,.17.8)[100%) 40 • 15.5 [,.17.8)[100%) 743.3 f Hor.R. O.Of 743.3 f Hor.R. -O.Of [Roller Pressed]. [CBC pass f2)[0C 24.00)[DF 1.25)[NM 1) Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 6.8 [,.17.8] [ 0%) 30 PLF • 6.8 to 30 • 15.5 [y.17.8)[ 0%] 20 PLF • 0.0 to 20 • 13.5 [,. 6.4)t 0%) 20 PLF • 0.0 to 20 • 13.5 [y. 6.4][100%] Brg.f 1 Vert.R. 528.3 f Hor.R. -O.Of Brg.f 2 Vert.R. 528.3 f Hor.R. -O.Of =-=-=-.-.-[Rol ler Pressed].-.-=-=-.-.-.-. [MWFRS ASCE Perp/L**)[OC 24.00)[DF 1.33)[NM 1) Yes 14 PLF • 13.5 to 0.0 [y.l7.8][ 0%) 0.0 L [y.12.5)[100%) 18 PLF • 23 PLF • -20 PLF • 13 PLF • •2.0 to .2.0 to 8.8 to 0.0 to Node X-Loc Y-Loc 0 -2 OO 11.60 1 0 00 12.26 2 0 15 12.23 3 0 15 12.19 4 0 74 12.51 S 0 31 12.15 i 6 75 14.51 1 6 75 14.51 t 6 75 14.51 9 6 75 12.15 10 12 69 12.15 11 12 76 12.51 12 13 35 12.23 13 13 35 12.19 14 13 50 12.26 15 15 50 11.60 Cq JSI Method deflY(L) doflY(T) dxL dxT 0.00 L/999 0.01 L/999 0.00 O.OO 3X4(A1) 0.80 0.68 6X6(") 0.80 0.56 N 0.80 0.42 N 3X4(A1) 0.80 0.68 18 PLF • 13.5 to -2 PLF • 0.0 to 12 PLF • 0.0 to 12 • 13.5 [y. 6.4)[ 0%) Brg.f 1 Vert.R. 242.3 f Hor.R. -64.7f Brg.f 2 Vert.R. 100.2 f Hor.R. -O.Of -.-[Rol ler Pressed).-.-.-.-.-.-.-.-.-.-. 0.00 L/999 0.02 L/999 0.00 0.01 [MWFRS ASCE Perp/L*-) [OC 24.00] [DF 1.33) [NM 1) 0.00 L/999 0.02 L/999 0.00 0.00 F 0.02 L/999 0.05 L/999 0.00 0.01 Used -14 • 13 • 23 • -20 • 18 • 18 • -2 • 12 • 242.3 f 100.2 f 0%) 0%) 0.00 L/999 0.00 L/999 0.00 0.00 . 0.02 L/999 O.OO L/999 0.00 L/999 0.05 0.02 0.02 L/999 L/999 L/999 0.00 0.01 0.00 0.01 0.02 0.01 0.00 L/999 0.00 L/999 0.01 0.02 0.00 L/999 0.01 L/999 0.00 0.01 Repetitive Factors Used Ves -14 PLF • 13.5 to -14 • 15.5 R [y=11.3)[100%] 18 PLF • -2.0 to 18 • 0.0 [y=17.8][ 0%) 23 PLF • -2.0 to 23 • 0.0 L [y=12.5)[10O%] -9 PLF • 6.8 to -9 • 13.5 R [y.12.5][lQ0%l 18 PLF • 0.0 to 18 • 13.5 [y.17.8)[ 0%] 18 PLF • 13.5 to 18 • 15.5 [y.17.8)[ 0%) 9 PLF • 0 .0 to 9 • 6.8 L [y.14.7)[100%) 12 PLF • 0.0 to 12 • 13.5 [y. 6.4][ 0%) Brg.f 1 Vert.R. 314.2 f Hor.R. -64.7f Brg.f 2 Vert.R. 172.2 f Hor.R. -O.Of 3-=-=-=-3-[Roller Pressecl]=-=-=-a-s-s-=-=-=-=-= [MIIIFRS ASCE Perp/L-+][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used Yes -14 PLF • 13.5 to -14 • 15.5 R [y.n. 8) [100%) 18 PLF • -2.0 to 18 • 0.0 [y.l7.8][ 0%) -33 PLF • -2.0 to -33 • 0.0 L [y.12.5)[100%) -20 PLF • 6.3 to -20 • 13.5 R [y.12.5)[100%) 18 PLF • 0.0 to 18 • 13.5 [y=17.a)[ 0%) 18 PLF • 13.5 to IB « 15.5 [y.17.8][ 0%) -18 PLF • 0.0 to -18 • 6.8 L [y.14.7][100%) 12 PLF • 0.0 to 12 • 13.5 [y= 6.4)[ 0%) Brg.f 1 Vert.R. 43.1 f Hor.R. a.If Brg.f 2 Vert.R. 81.1 f Hor.R. O.Of -14 PLF • 13.5 to -14 • 18 PLF • -2.0 to 13 • -33 PLF • -2.0 to -33 • -9 PLF • 6.8 to -9 • 18 PLF • 0.0 to 18 • 18 PLF • 13.5 to 18 9 -7 PLF • 0.0 to -7 9 12 PLF • 0.0 to 12 9 Brg.f 1 Vert.R. 115.0 f Brg.f 2 Vert.R. 153.0 f a-...-.-.-[Rol ter Pressed].-.-.-=-=-. [MWFRS ASCE Parp/L-)[OC 24.0O)[DF 1.33)[NM 1) Repetitive Factors Used: Yes 14 • 15.5 R [y=11.8][100%) 13 • 0.0 [y.l7.8)[ 0%) 33 • 0.0 L [y.12.5)[100%) -9 • 13.5 R [y.12.5)[100%) 18 • 13.5 [y.l7.8)[ 0%) 18 • 15.5 [y.l7.a)[ 0%) 7 • 6.8 L [y=14.7)[100%] 13.5 [y= 6.4)[ 0%] Hor.R. 8.If Hor.R. -O.Of .-.-.-.-•-[Rol ier Pressed].-.-.-.-.-.-.-.-.-.-. [MWFRS ASCE Perp/R*»][OC 24.00)[DF 1.33)[NM 1) Repetitive Factors Used: Yes 6 PLF • 13.5 to 6 • 15.5 R [y.11.8][100%] 18 • 0.0 [y=17.8)[ 0%] -14 • 0.0 L [y.12.5][100%) -20 • 13.5 R [y.12.5)[100%) 18 • 13.5 [y.l7.8)[ 0%) 18 • 15.5 [y.l7.8)[ 0%) -20 • 6.8 L [y.14.7)[10O%) 12 • 13.5 [y= 6.4)( 0%] 70.7 f Hor.R. 13.7f Brg.f 2 Vort.R. 118.3 f Hor.R. -O.Of .-.-.-.-.-[Rol ler Pressed).-=-.-.-.-.-=-. [MWFRS ASCE Perp/R*-)[OC 24.00)[DF 1.33)[NM 1) Repetitive Factors Used: Yes 6 PLF • 13.5 to 6 • 15.5 R [y.ll.8)[100%] 13 • 0.0 [y.l7.8)[ 0%) 14 • 0.0 L [y.12.5][100%) -9 • 13.5 R [y=12.5][100%) 18 • 13.5 [y=17.8][ 0%] 18 • 15.5 [y.l7.8)[ 0%) -9 • 6.8 L [y.l4.7][10O%) 12 • 13.5 [y. 6.4)[ 0%] 142.6 f Hor.R. 13.7f 190.3 f Hor.R. -O.Of 13 PLF • -2.0 to -14 PLF • -2.0 to -20 PLF • 6.8 to 18 PLF • 0.0 to 18 PLF • 13.5 to -20 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R. 18 PLF • -2.0 to -14 PLF • -2.0 to -9 PLF • 6.3 to 18 PLF • 0.0 to 18 PLF • 13.5 to -9 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R Brg.f 2 Vert.R. .-.-...-.-[Rol ler Pressed).-.-.-.-.-=-.-. [MWFRS ASCE Perp/R-t)(OC 24.00)[DF 1.33)[NM 1] Repetitive Factors Used Ves -35 PLF • 13.5 to -35 • 15.5 R [y.11.8][100%) 18 PLF • -2.0 to 13 • 0.0 (y.17.8)[ 0%) -14 PLF • -2.0 to -14 • 0.0 L [y.12.5)[100%) -20 PLF • 6.8 to -20 • 13.5 R [y.12.5)[100%) 18 PLF • 0.0 to 13 • 13.5 [y.17.3)[ 0%) 18 PLF • 13.5 to 18 • 15.5 [y.l7.3][ 0%) -20 PLF • 0.0 to -20 • 6.8 L ey=14.7H10O%l 12 PLF • 0.0 to 12 • 13.5 [y. 6.4)[ 0%] Brg.f 1 Vert.R. 77.9 f Hor.R- -13.7f Brg.f 2 Vert.R. 29.7 f Hor.R. -O.Of .-.-.-...-[Rol ler Pressed).-.-.—.-=-.-. [MWFRS ASCE Perp/R-)[OC 24.0O)(DF 1.33)[NM 1) Repetitive Factors Used: Yes -35 • 15.5 R [y=11.8][100%) 0.0 [y.l7.8)[ 0%] O.D L [y.12.5][100%] -9 • 13.5 R [y.12.5)[100%] 18 • 13.5 [y.l7.3][ 0%) 18 • 15.5 [y«17.3][ 0%) -9 • 6.3 L [y.14.7)[100%) ly. 6.4) [ 0%) = -13.7f -O.Of =-=-.-.-.-[Roi Ier Pressed).-.-.-.-.-=-. [MWFRS ASCE Pari**)[OC 24.00)[DF 1.33][NM 1) Repetitive Factors Used: Yes -35 PLF • 13.5 to -35 • 13 PLF • -2.0 to 18 • -14 PLF • -2.0 to -14 • -9 PLF • 6.8 to -9 • 18 PLF • 0.0 to 18 • 18 PLF • 13.5 to 18 • -9 PLF • 0.0 to -9 • 12 PLF • 0.0 to 12 • Brg.f 1 Vert.R. 149.8 f Brg.f 2 Vert.R. 101.7 f -5 PLF • 13.5 to -5 • 15.5 R [y.ll 18 PLF • -2.0 to 18 • 0.0 [y.17,8' -5 PLF • -2.0 to -5 • 0.0 L [y.12 -10 PLF • 6.8 to -10 • 13.5 R [y.12 18 PLF • 0.0 to 18 • 13.5 [y.17.8 18 PLF • 13.5 to 13 • 15.5 [y.17.8 -10 PLF • 0.0 to -10 • 6.3 L [y=14 12 PLF • 0.0 to 12 • 13.5 [y. Brg.f 1 Vert.R. 160.2 f Hor.R. 0 Brg.f 2 Vert.R. 160.2 f Hor.R. -0 [Rolier Pressed).-.-.-.-.-.-. [MIFRS ASCE PBri*-][0C 24.00)[DF 1.33) Repetitive Factors Used: Yes -5 PLF • 13.5 to -5 9 15.5 R [y.ll 18 PLF • -2.0 to -5 PLF • -2.0 to 1 PLF • 6.3 to 18 PLF • 0.0 to 18 PLF • 13.5 to 1 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R. Brg.f 2 Vert.R. 0.0 [y.17.3 -5 • 0.0 L [y.12 1 • 13.5 R [y.12 18 • 13.5 [y.17.8 18 • 15.5 [y.17.8 1 • 6.8 L [y.14 12 • 13.5 [y= 6.4 232.1 f Hor.R. -0 232.1 f Hor.R. -0 .-=-[Roiler Pressed].-.. [MWFRS ASCE Parl-*][OC 24.00][I>F 1.33) Repetitive Factors Used: Yes -23 PLF • 13.5 to -23 • 15.5 R [,.11 18 • 0.0 [y.17.3' -23 • 0.0 L [y.12 -28 • 13.5 R [y=12 13 • 13.5 [y.17.3 13 • 15.5 [y=17.3 -28 • 6.3 L [y.14 12 • 13.5 [y. 6.4: 1.0 f Hor.R. 0 1.0 f Hor.R- 0 13 PLF • -2.0 to -23 PLF • -2.0 to -28 PLF • 6.8 to 18 PLF • 0.0 to 18 PLF • 13.5 to -28 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R- Brg.f 2 Vert.R. .-.-=.=-.-[Roller Pressed).— [MWFRS ASCE Parl-][OC 24.00)(DF 1.33] Repetitive Factors Used: Yes -23 PLF • 13.5 to -23 • 15.5 R [y.ll 18 PLF • -2.0 to -23 PLF • -2.0 to -18 PLF • 6.3 to 18 PLF • 0.0 to 18 PLF • 13.5 to -13 PLF • 0.0 to 12 PLF • 0.0 to Brg.f 1 Vert.R- Brg.f 2 Vert.R- 13 • 0.0 [y.17.3 -23 • 0.0 L [y.12 -13 • 13.5 R [y.12 18 • 13.5 [y.17.8 18 • 15.5 [y.17.8' -18 • 6.8 L [y.14 12 • 13.5 [y. 6.4 73.0 f Hor.R. -0 73.0 f Hor.R. -0 .-.-[Rol ier Pressed]— [CSC ASCE Wind Lt-*)[OC 24.00)[DF 1.33; Repetitive Factors Used: Yes -69 PLF • 6.8 to -69 • 9.7 R [,.13 7)[100%) 18 PLF • -2.0 to 18 • 0.0 [y.17.a [ 0%) -83 PLF 9 -2.0 to -83 • 0.0 L ty.12 5] [100%! 18 PLF 9 0.0 to 18 • 1.0 [,.17.3 [ 0%) -45 PLF 9 9.7 to -45 • 15.5 R [y.ll 8) [100%) 13 PLF 9 1.0 to 18 • 6.7 [,.17.8 [ 0%) -45 PLF 9 1.0 to -45 • 6.8 L [y.14 7][100%] 18 PLF 9 6.3 to 13 • 9.8 [y.17.3 [ o%] 18 PLF 9 9.3 to 18 • 15.5 [y=17.8 [ 0%) 12 PLF 9 0.0 to 12 • 13.5 [y= 6.4 [ 0%) -69 PLF 9 0.0 to -69 • 1.0 L [,=12 8)[100%) -[Roller Pressed]* [C&C ASCE Wind Rt-+][OC 24.00][DF 1.33; Repetitive Factors Used Yes -69 PLF • 12.5 to -69 • 13 5 R [,.12 5)[100%] 18 PLF • -2.0 to 18 • 3 3 [,.17.8 [ o%] -45 PLF • -2.0 to -45 • 3 8 L [,-13 7][100%) 18 PLF • 3.3 to 18 • 6 7 [y.17.8 [ 0%) -83 PLF • 13.5 to -33 • 15 5 R (y.ll 8) [100%) 18 PLF • 6.8 to 13 • 12 5 [y.17.3 [ 0%) -45 PLF • 6.3 to -45 • 12 5 R [y.12 8] [100%] 18 PLF • 12.5 to 18 • 13 5 [y.17.3 [ 0%] 18 PLF • 13.5 to 18 • 15 5 [,.17.8 [ 0%) 12 PLF • 0.0 to 12 • 13 5 [,. 6.4 [ 0%) -69 PLF • 3.3 to -69 • 6 3 L [y=14 7][10O%] -[Roller Pressed] [CAC ASCE Wind Lt—][0C 24.00][DF 1.33; Repet i t i ve Factors Used Yes -53 PLF • 6.3 to -58 • 9.7 R [,.13 7)(100%) 18 PLF » -2.0 to 13 • 0.0 [,.17.8 [ 0%) -83 PLF • -2.0 to -83 • 0.0 L [y.12 5)[100%) 18 PLF • 0.0 to 18 • 1.0 [y=17.3 [ 0%) -34 PLF • 9.7 to -34 • 15.5 R [y.n ai[ioo%] 13 PLF • 1.0 to 18 • 6.7 [y.17.8 [ 0%] -34 PLF • 1.0 to -34 • 6.8 L [y.14 7][100%] 13 PLF • 6.8 to 18 • 9.8 [,.17.3 [ 0%) 18 PLF • 9.8 to 18 • 15.5 [y.17.8 [ 0%) 12 PLF • 0.0 to 12 • 13.5 [y. 6.4 [ 0%) -58 PLF • 0.0 to -58 • 1.0 L [y.12 8) [100%] Rolier Pressed =-.-=—. [CSC ASCE Wind Rt-][0C 24.00)[DF 1.33 [NM 1] Repet i t i ve Factors Used Yes -53 PLF • 12.5 to -58 • 13.5 R [y-12 5][100%] 18 PLF • -2.0 to 18 9 3.3 [y.17.8 [ 0%] -34 PLF • -2.0 to -34 9 3.8 L [y.13 7) [100%) 18 PLF • 3.8 to 18 9 6.7 [y.17.a [ 0%) -33 PLF • 13.5 to -33 9 15.5 R [y.11 8][100%] 18 PLF • 6.8 to 13 9 12.5 [y.17.8 [ 0%] -34 PLF • 6.8 to -34 9 12.5 R [y.12 8) [100%] 18 PLF • 12.5 to 18 9 13.5 [,.17.8 [ 0%) 13 PLF • 13.5 to IS 9 15.5 [,=17.8 [ 0%) 12 PLF • 0.0 to 12 9 13.5 [y= 6.4 [ 0%) -58 PLF • 3.8 to -58 9 6.3 L [,.14.7)(100%) Roiler Pressed; .-=-.-.-.-.--.-=-.-. a][ioo%] C 0%) 5] [100%) 5] [100%) [ 0%) [ 0%) 7][100%) [ 0%) Df Of NM 1) 8) [100%) [ 0%) 5)[100%] 5][100%) [ 0%) [ 0%) 7) [100%] ( 0%) Of Of 1] 8) [100%) [ 0%) 5)[100%) 5)[100%) [ 0%) [ 0%) 7] [100%) [ 0%) Of Of HH 1] 8][100%1 [ 0%) 5][100%) 5][100%) ( 0%] [ 0%) 7)[100%) [ 0%) Of Of [NM 1] [NM 1) [NM 1] (KHCARLSB-TH13T4) THIS DUG PREPARED FROU COMPUTER INPUT (LOADS li DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 OF-L #UBet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 70 PLF at -2.00 to 70 PLF at 15.50 BC - From 42 PLF at 0.00 to 42 PLF at 13.50 TC - 915 LB Cone. Load at 6.75 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. #1 hip supports 6-9-0 Jacks with no webs. Corner sets are conventionally framed. (**) 1 plate(s) require special positioning. Refer to scaled plate p I ot deta iIs for spec i a I pos i t i on i ng requ i rements. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 13.35 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Building designer is responsible for conventional framing. 6X6(**) 0-6-1 2-9-1 0-6-1 12-0-0 6-9-0 6-9-0 6-9-0 J, 6-9-0 13-6-0 Over 2 Supports R=1351 W=3.5" R=1351 W=3.5" PLT TYP. WaveXR San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) "•MMIIIG** TRUSSES REQUIRE EXTREK CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING, REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE 312. ALEXANDRIA. VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF MNERICA. 6300 ENTERPRISE LANE. MADISON. Wl 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PVOPEtLV ATTACHED HIOID CEILIM. **IHPOitTAIIfT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING Ir BRACING OF TRUSSES. DEStCN CONFORHS «)T» APPLICABLE PROVISIONS OF ftUS (NATIONAL DESIGN SPEC. BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/SS/K) ASTH A653 GRADE 40/60 (W, K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z ANY INSPECTION OF PLATES FOLLOWED BY (() SHALL BE PER ANNEX A3 OF TP11-Z002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITV OF THE BUILOING DESIGNER PER ANSI/TPI 1 SEC. 2. CA/-/3/1/-/R/-Scale =.4375"/Ft. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF REF R6004- 37230 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DATE 09/11/12 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF DRW CAUSR6004 12255006 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF CA-ENG LVT/GWH TOT.LD. 44.0 PSF SEQN- 88065 DUR.FAC. 1.25 SPACING 24.0" JREF- 1UPE6004Z01 [12255006][ALPINE)[CBC2010/TPI-2007)[TH13T4)[45175/|) [Page 1] [TCLL 20.0][TCDL 14.0)[BCDL 10.0)[BCLL 0.0)[0F 1.25)[0C 24.0)[NM 1)[S0FFIT .....Bearings... [X-Loc] [React] [Size] ..... [ O.OOK 1351][ -17h)[0.29) [13.21][ 1351][0.29) EndPts MaxTen MaxCoap AXL BNO CSI GLC S Grade Length Pitch Brace 0- 1 44 0 0.01 0.13 0.14 1 6 DF-L f2(g) 25 30 4.00 Plywd 4- 7 244 -2510 0.03 0.17 0.21 1 6 DF-L f2(9) 76 02 4.00 Plywd 6-11 244 -2510 0.03 0.17 0.21 1 6 DF-L f2(g) 76 02 -4.00 Plywd 14-15 44 0 0.01 0.13 0.14 1 6 DF-L f2(g) 25 30 -4.00 Plywd 5- 9 2312 -106 0.29 0.17 0.47 1 4 OF-L flSBet.{ 71 25 -O.OO •120- 9-10 2312 -106 0.29 0.17 0.47 1 4 OF-L fl&Bet.( 71 25 -0.00 •120" 2- 3 262 -1269 Plate Member — .- PLATE MEMBER 0 50 -Vert- 2- 4 206 -2553 0.03 0.17 0.20 1 6 DF-L f2(g) 7 88 5.66 Plywd 1- 2 34 -35 -.-.Fictious Mefflber--=- DF-L f2(g) 1 80 -2.76 4- 5 135 0 -.-= Plate Member .-— PLATE MEMBER 4 44 -60.15 3- 5 2299 -121 0.29 0.15 0.44 1 4 DF-L flSBet.( 8 02 -0.74 •120" 12-13 263 -1269 Plate Member .-.- PUTE MEMBER 0 50 -Vert- 11-12 207 -2553 0.03 0.17 0.20 1 6 DF-L f2(g) 7 83 -5.66 Plywd 12-14 84 -35 -=-=Fictious Member--.- DF-L f2(g) 1 30 2.76 10-11 135 0 -=-= Plate Member =-.- PLATE MEMBER 4 44 60.15 10-13 2299 -131 0.29 0.15 0.44 1 4 DF-L fISBot.( 3 02 0.74 •120" 7- 8 244 -2233 -.-.Fictious Member.-.- OF-L f2(g) 0 00 -Vert- 6- 8 2233 -244 -.-.Fictious Member.-.- OF-L f2(g) 0 00 -Vert- 0.0] [Calif. #1 Hip][OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: No 40 PLF • -2.0 to 40 * 0.0 [y.17.8][100%] 42 • 6.8 [y= 6.4][ OX] 42 • 13.5 [y= 6.4][ 0%] 40 • 15.5 [y=17.8][100%] 30 • 15.5 [y=17.a][ 0%] 6.8, 17.8 Angle=270 6.8, 17.8 Angle-270 1351.2 # Hor.R- 0.0# 1351.2 # Hor.R- -0.0# 42 PLF • 0.0 to 42 PLF • 6.8 to 40 PLF • 0,0 to 30 PLF • -2.0 to 52S.00 Lbs. • 6.f 390.00 Lbs. • 6.1 Brg.# 1 Vert.R- Brg.# 2 Vert.R- EndPts MaxTen MaxCoap AXL GLC S Grade Length Brace -=-[Roller Pressed] [CBC pass #2][0C 24.00][DF 1.25][N*I 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 6.8 [y=17.8 30 PLF • 6,8 to 30 • 15.5 [y-17.8 20 PLF • 0.0 to 20 • 13.5 [y- 6.4 20 PLF • 0.0 to 20 • 13.5 [y- 6.4; Brg,# 1 Vert.Rs 528.3 # Hor.R= -0, Brg.# 2 Vert.R= 528.3 # Hor.R= -0 = .=-[Rol ler Prossed]=-=-=-=-=-=-^ [C&C ASCE Hind Lt-+][0C 24.00][DF 1.33; Repet i 11ve Factors Used: Yes -69 PLF • 6.8 to -69 3- 9 264 0 0.03 2 4 DF-L flSBet 23.75 Node X-Loc Y-Loc Plate Cq JSI Method deflY(L) defIY(T) dxL dxT 0 -2 00 11 60 0.00 L/999 0.00 L/999 0.00 0.00 1 0 00 12 26 2 0 15 12 23 3 0 15 12 19 4X6(A2) 0.80 0.35 0.00 L/999 0.00 L/999 0.00 0.00 4 0 74 12 51 0.01 L/999 0.02 L/999 0.00 0.01 5 0 81 12 15 0.01 L/999 0.02 L/999 0.00 0.00 6 6 75 14 51 6X6(") 0.80 0.79 N 0.05 L/999 0.15 [7999 0.01 0.03 7 6 75 14 51 3 6 75 14 51 9 6 75 12 15 2X4 0.80 0.42 N 0.05 L/999 0.16 L/999 0.01 0.03 10 12 69 12 15 0.01 L/999 0.02 L/999 0.02 0.06 11 12 76 12 51 0.01 L/999 0.02 L/999 0.01 0.05 12 13 35 12 23 13 13 35 12 19 4X6(A2) 0.80 0.85 0.00 L/999 O.OO L/999 0.02 0.06 14 13 50 12 26 15 IS 50 11 60 0.00 L/999 0.00 L/999 O.OO 0.01 18 PLF -83 PLF • 18 PLF • -45 PLF • 18 PLF • -45 PLF • 18 PLF • 18 PLF • 12 PLF • -69 PLF • .2.0 to .2.0 to 0.0 to 9.7 to 1.0 to 1.0 to 6.8 to 9.3 to 0.0 to 0.0 to 18 • -33 • 18 • 9.7 R [y.13 0.0 [y.17.3 0.0 L [y.12 1.0 [y=17.8 45 • 15.5 R [y=n 18 • 6.7 [y.17.8 45 • 6.8 L [y=14 18 • 9.8 [y.17.8' 18 • 15.5 [y.17.a 12 • 13.5 [y. 6.4 69 • 1.0 L ty.12 .-.-.-.-.-[Roller Pressed].-.-.-.-.-.-. [CSC ASCE Wind Rt-») [OC 24.00)[DF 1.33 itive Factors Used Yes PLF • 12.5 to -69 • 13 5 R [y.12 5] [100%) PLF • -2.0 to 18 • 3 8 ty.17.8 [ 0%) PLF • -2.0 to -45 • 3 8 L [y.13 7)[100%] PLF • 3.3 to 13 • 6 7 [y.17.8 [ 0%) PLF • 13.5 to -83 • 15 5 R [y.11 8)[100%] PLF • 6.8 to 18 • 12 5 [y.17.3 [ 0%) PLF • 6.8 to -45 • 12 5 R [y=12 8)[100%) PLF • 12.5 to 18 • 13 5 [y.17.8 [ 0%] PLF • 13.5 to 18 • 15 5 [yi7.8 [ 0%) PLF • 0.0 to 12 • 13 5 [y. 6.4 [ 0%) PLF • 3.8 to -69 • 6 3 L [y.14 7][100%] -.--Roller Pressed --[CSC ASCE »ind Lt—][0C 24.00)[DF 1.33; Repetitive Factors Used: Yes -58 PLF • 13 PLF • -S3 PLF • 18 PLF • -34 PLF • 18 PLF • -34 PLF • 18 PLF • 13 PLF • 12 PLF • -53 PLF • 6.3 to 2.0 to .2.0 to 0.0 to 9.7 to 1.0 to 1.0 to 6.8 to 9.3 to 0.0 to 0.0 to -58 • 18 • -83 • 9.7 R [y.13 0.0 [y.17.8 O.O L [y.12 18 • 1.0 [y.17.8 34 • 15.5 R [y.ll 18 • 6.7 [y.17.3 34 • 6.8 L [y.14 13 • 9.8 [y.17.a 18 • 15.5 [y.17.3 12 • 13.5 [y= 6.4 58 • 1.0 L [y.12 .-=-.-.-.-[Roi ler Pressed) [CSC ASCE Kind Rt—)[0C 24.00)[DF 1.33; Repetitive Factors Used Yes -58 PLF • 12.5 to -58 • 13 5 R [y.12 5)[100%] 18 PLF • -2.0 to 18 • 3 3 [y.17.8 [ 0%] -34 PLF • -2.0 to -34 • 3 3 L [y.13 7][100%] 18 PLF • 3.8 to 13 • 6 7 [y.17.8 [ 0%) -83 PLF • 13.5 to -83 • 15 5 R [y.n 3)[100%) 18 PLF • 6.3 to 18 • 12 5 [y.17. a [ 0%) -34 PLF • 6.8 to -34 • 12 5 R [y.12 8)[100%] 18 PLF • 12.5 to 18 • 13 5 [y.17.a [ o%] 18 PLF • 13.5 to 18 • 15 5 [y=17.8 [ 0%] 12 PLF • 0.0 to 12 • 13 5 [y- 6.4 [ 0%] -58 PLF • 3.8 to -58 • 6 8 L (y.14.71[10O%] 0%) 0%) 0%] [100%] [NM 1) 7)[100%) [ 0%) 5] [100%) [ 0%) 8] [100%) [ 0%) 7) [100%] [ 0%) [ 0%) [ 0%] 8) [100%) [NM 1] [NK 1) 7][100%) [ 0%) 5] [100%) [ 0%) 3) [100%) [ 0%) 7)[100%] [ 0%] [ 0%] [ 0%) 8] [100%) [NM 1) -[Roiler Pressed). THIS DWG PREPARED FROM COMPUTER INPUT (LOAOS 81 DIMENSIONS) SUBMITTED BY TRUSS MFR. (KHCARLSB-H18T4) Top chord 2x6 DF-L #2(g) :T2 2x4 DF-L #1&Bet.(g): Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L #UBet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. #1 hip supports 8-0-0 jacks with no webs. Corner sets are conventionally framed. Extend sloping top chord of truss and Jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC » 0" OC with 2-16d Box or Gun nails(0.135 "x3.5",min.) and diagonally brace per DWG. BRCALHIPOI09. Support hip rafter with cripples at 5-7-14 OC. In lieu of structural panels use purlins to brace BC « 120.00" OC. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.131"x3" nails Top Chord: 1 Row e 6.00" o.c. Bot Chord: 1 Row si2.00" o.c. Webs : 1 Row » 4" o.c. Use equaI spac i ng between rows and stagger na iIs in each row to avoid splitting. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Building designer is responsible for conventional framing. 5X6? 6X8- 0-6-1 3-2-1 0-6-1 12-0-0 Ls-2-0-0^ 1^2-0-0^ 7-5-0 3-0-4 7-6-12 8-0-0 8-0-0 2-5-4 2-5-4 7-6-12 7-6-12 18-0-0 Over 2 Supports R=1926 W=3.5" PLT TYP. WaveXR Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) R=1926 W=3.5" CA/-/3/1/-/R/-Scale =.375"/Ft. San Diego Co. Tmss 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95X28 "•AKMIRG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BlUVCING. REFER TO BCSI (BUILDING COMPONENT SAFETY iNFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET. SUITE 312. ALEXANDRIA. VA. 22314) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LANE. MADISON. 91 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OtHERVISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PIOPCRLV ATTACHED RIGID CEILIHO. **IVORTAMT*"FURNISH A COPY OF THIS PESIGN TO THE INSTALLATION CONTRACTOR. ITD BUILDING COMPONENTS GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE DITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ft BRACING OF TRUSSES. DESIGN CONFORMS OITll APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFftPA) AND TPI. ALPINE CONNECTOR PLATES ARE HAOE OF 20/ia/16GA (V.H/SS/K) ASTM A653 GRADE 40/60 (D. K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRADINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPn-Z002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY USE OF THIS COWPONEHT EOR UK BUILDIW^ (S TWt RtSPOKS«lLm OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD^ DUR.FAC. 44.0 PSF 1 .25 SPACING 24.0" REF R6004- 37231 DATE 09/11/12 DRW CAUSR6004 12255005 CA-ENG LVT/GWH SEQN-88070 JREF- 1UPE6004Z01 [122550O5)[ALPINE][CBC2010/TPI-2007)[H18T4)[45175/|) [Page 1) [TCLL 20.0)[TCDL 14.0)[BCDL 10.0)[BCLL 0.0)[DF 1.25)[OC 24.0][NM 2][SOFFIT .....Bearings... [X-Loc][React][Size] ..... [ 0.00][ 1926)[0.29] [17.71)[ 1926)[0.29) 7-12 0 11-15 0 13-19 44 5- 8 3837 3- 13 3835 13- 14 3841 2-3 0 2- 4 0 1-2 0 4- 5 182 3- 5 3797 16-17 0 15- 16 0 16- 18 0 14- 15 175 14-17 3302 6- 9 0 0.0) [Calif, fl Hip][OC 24.00)[DF 1.25)[NM 2) Repetitive Factors Used; No MaxCoeip AXL BND CSI GLC S Grade Length Pitch Brace 40 0 0 QO 0.07 0.07 1 6 DF-L f2(g) 25 30 4.00 Plywd 3D -4117 0 02 0.13 0.15 1 6 DF-L f2(g) 85 38 4.00 Plywd 77 -3343 0 03 0.14 0.17 1 4 DF-L flSBet.( 36 24 -0.00 •11999 57 -4121 0 02 0.13 0.15 1 6 DF-L f2(g) 85 38 -4,00 Plywd 117 0 0 00 0.07 0.07 1 6 DF-L f2(g) 25 30 -4,00 Plywd 86 0 0 24 0.17 0.41 1 4 DF-L flSBet.( 81 00 -0.00 •120" 40 0 0 24 0.04 0.29 1 4 DF-L flSBet. ( 36 25 -0.00 •120" 30 0 0 24 0.17 0.41 1 4 DF-L flSBat.i 79 25 -0.00 •120" 49 -1884 -. . Plate lember .- PLATE MEMBER 0 50 -Vort-49 -4176 0 02 0.12 0,14 1 6 DF-L f2(g) 7 38 5.66 Plywd 49 -35 -. .F ctiOUS Member.-.- DF-L f2(g) 1 30 -2.76 359 0 -. . Plate Itember .-— PLATE MEMBER 4 44 -60.15 265 0 0 24 0.16 0.40 1 4 DF-L flSBet. ( 8 02 -0.74 •120-265 -1879 -. . Plate Member .-.- PLATE MEMBER 0 50 -Vert-359 -4178 0 02 0.12 0.14 1 6 DF-L f2(g) 7 33 -5.66 Plywd Brg.l -35 -.F cti OUS Member.-.- OF-L f2(9) 1 80 2.76 Brg.i 0 -. . Plate Hember .- PLATE MEMBER 4 44 60.15 0 0 24 0.15 0,40 1 4 DF-L flSBet.( 8 02 0.74 •120" -209 0 00 0.14 0.14 1 6 DF-L f2(g) 6 45 4.00 Plywd -209 0 00 0.14 0.14 1 6 DF-L f2(g) 6 45 -4.00 Plywd -3843 -. .Fictious Member.-.- DF-L flSBet.( 0 00 -Vert- 0 .Fictious Menber.-— DF-L flSBet.( 0 00 -Vert- 40 PLF • -2.0 to 40 PLF • 18.0 to 0.0 to ' -2.0 to ' 8.0 to ' 8.0 to • 9.0 to ' 9.0 to ; 10.0 to • 10.0 to ' 0.0 to 3.0 to 40 • 0.0 [y. 40 • 20.0 [y.' 40 • 8.0 [y: 30 • 8.0 [y 117 • 9.0 ly. 86 • 9.0 [y 77 • 10.0 [y.' 57 • 10.0 [y 40 • 18.0 [y. 30 • 20.0 [y. 49 • 8.0 [y= 49 • 10.0 [y. 49 • 18.0 [y. 8.0, 13.2 Angle: 8.0, 18.2 Angle. 10.0, 18.2 Angle. 10.0, 18.2 Angle. 1925.5 * Hor.R. 1925.5 f Hor.R. 13.2)[100%] 13.2)[100%) 18.2)[10O%) 18.2)[ 0%) 13.2)[100%) 13.2][ 0%) 18.2)[100%) 18.2)[ 0%) 18.2)[100%) 18.2)( 0%) 6.4)[ 6.4)[ 6.4][ .270 .270 270 270 -O.Of -O.Of 0%) 0%) 0%) -[Roiler Pressed). 10- 11 0 6-7 0 11- 12 3843 EndPts MaxTen MaxCoeip AXL GLC S Grade 210 8-11 11 0 11-13 205 0 Node X-Loc Y-Loc 0 -2 00 11 60 1 0 00 12 26 2 0 15 12 23 3 0 15 12 19 4 0 74 12 51 5 0 31 12 15 6 7 49 14 76 7 7 49 14 76 8 7 56 12 15 9 8 00 14 93 10 10 00 14 93 11 10 51 14 76 12 10 51 14 76 13 10 58 12 15 14 17 19 12 15 15 17 26 12 51 16 17 85 12 23 17 17 85 12 19 13 18 00 12 26 19 20 00 11 60 0.01 0.00 0.01 Plate Length Brace 4 DF-L #1&Bet 27.00 4 DF-L #1»Bet 42.75 4 DF-L #14BBt 27.00 Cq JSI Method deflY(L) dBflY(T) 0.00 L/999 0.00 L/999 dxL 0.00 dxT 0.00 3X6(Al) 0.80 0.93 0.00 L/999 0.00 L/999 0.00 0.00 O.OO L/999 0.01 L/999 0.00 0.00 O.OO L/999 0.01 L/999 0.00 0.00 5X6 0.80 0.71 0.05 L/999 0.18 L/999 0.01 0.04 4X4 O.SO 0.44 N 0.05 L/999 0.18 L/999 0.01 0.03 0.01 L/999 0.02 L/999 0.00 0.01 0.01 L/999 0.02 L/999 0.00 0.00 6X8 0.80 0.82 N 0.05 L/999 0.18 L/999 0.01 0.03 2X4 0.80 0.46 N 0.05 L/999 0.18 L/999 O.OI 0.04 O.OO L/999 0.01 L/999 0.02 0.06 0.00 L/999 0.01 L/999 0.02 0.06 3X6 (Al) 0.30 0.93 0.00 L/999 0.00 L/999 0.02 0.07 O.OO L/999 0.00 L/999 0.00 0.01 CALIFORNIA HIP PERMANENT BRACING DETAIL PERMANENT BRACING START OF TOP CHORD EXTENSIONS. (SLOPING TO FLAT) FLAT TOP CHORD. PURLINS. START OF TOP CHORD (TYPICAL). (CONTINUOUS) EXTENSIONS. (SLOPING ' TO FLAT) CRIPPLE SUPPORT LAYOUT COMMON TRUSSES BRACED BAY ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE 1ST BAY OF PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THE #1 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS.) SECTION OR CALIFORNIA HIP SYSTEM TRUSSES #1HIP PITCHED AND SHEATHED CHORD AREA. FIELD APPLIED CRIPPLE A-A BUILT-IN CRIPPLES IN PLANE OF TRUSSES o - CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FUT TOP CHORD AND EXTEND TOP CHORD, USING: (2) 8d COMMON (0.131"X 2.5".MIN) TOE NAILS OR (3) lOd COMMON (0.148"X 3.",MIN) NAILS THROUGH FACE. Refer lo detail BRCALHIPCRP for maximum allowable job loading and cripple length. SECTION B-B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING CHORD EXTENSION " (TYPICAL) HIP GIRDER SETBACK SEE CA-HIP ENGINEERING FOR JACK TYPE USED. (B) PURLINS SPACED 24"0.C (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) .NOTE: SEE ORIGINAL DESIGN FOR NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING THE TRUSSES ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. BuUding Components Group Inc. Earth City, MO 63045 ••WARNING'* READ AND FOLLOW ALL NOTEa ON THia aHEET! Trusses require extreme care ID fabricating, handling, ahipping. installing and bracing. Refer to and follow BCSl (Building Component 3afety Infornialion, by TPI and WTCA) for safety practices prior to performing theae functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise. top chord shall have properly attached structural panels and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 tc B7. Bee thia job's general notes page for more information. ••IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALUTION CONTRACTOR. ITW Building Componenta Oroup Inc. (ITWBCO) shall not be responsible for any deviation from this design, any failure to build the truss in conformance with TPI, or fabricating, handling, shipping, installing ic bracing of trusses. ITWBCG connector plates are made of 20/18/16GA (W,H/S/K) ASTM A6B3 grade 37/40/60 (K/W/H.S) galv. steel. Apply plates to each face of truss, positioned as shown above and on Joint Details. A seal on this drawing or cover page indicates acceptance and professional engineering responsibility solely for the truss component design shown. The suitability and uae of this component for any building is the responsibiHty of the Building Designer per ANST/TPl 1 Sec. 2. rrW-BCG; www.itwbcg.com; TPI: www.lplnst.com; WTCA: www.sbcinduBtry.com; ICC: www,iccsafe.org TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD. * PSF DUR. FAC. * SPACING * DATE 1/1/09 DRWG BRCALH1P0109 REF CALIF. BRACE CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(+) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. FACE OF WEB. APPLY (1) SCAB TO EACH T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH lOd BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH lOd BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACE Building Components Group Inc. EarthCft^, MO 63045 ••WARNING^* READ AND FOLLOW ALL NOTES ON THIS SHEET! Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow BGSI (Building Component aafety Inlormation, by TPI and WTCA) for safety practices prior lo performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise, top chord ahall have properly altached structural panels and bottom chord ahall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ahall have bracing installed per BCSI sections B3 Ic 87. See this job's general notes page for more information. ••IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW Building Components Group Inc, (ITWBCG) shall not be responsible for any deviation from this design, eny failure to build the truss in conformance with TPI. or fabricating, handling, shipping, installing fc bracing of trusses. ITWBCG connector plates are made of 20/18/16GA (W,H/S/K) ASTM A653 grade 37/40/60 (K/W/H.S) galv. ateel. Apply plates to each face of truss, positioned as shown above and on Joint Details. A seat on this drawing or cover page indicates acceptance and professional engineering responsibility solely for the truss component design shown. Tbe suitability and use of this component for any building is the responsibility of the Building Designer per AN3T/TPI 1 Sec. S, ITW-BCG: www.itwbcg.com; TFI: www.tpinst.com; WTCA; www.«bcindu8try.comi ICC: www.iccBafe.org TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD. PSF DUR. FAC. SPACING REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento. CA 95828 (916)387-0116 Page 1 ofl Document ID:1UPE6004Z0210133155 Truss Fabricator: Job Identification: Model Code Truss Criteria: Engineering Software Truss Design Loads San Diego Co. KHCARLSB- Truss CBC2010/TPI-2007(STD) Alpine proprietary truss analysis softvare. Version 10.03. Roof - 44 PSF 9 1.25 Duration Floor - N/A find - 90 IPH (ASCE 7-OS-Closed) Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of 2. K§^siiojin'on''a{iactie^"draw!ngs; hie drawing nunber is preceded by: CAUSR6004 DetaiIs: A1001505-GBLLETIN-GABRST05- Subiritted by CIC 13:31:51 09-10-2012 $ $ Reviewer: LVT # Ref Descr i pt i on Drawi ng# Date 1 37252--T11T4 12254001 09/10/12 2 37253--T11T4CEF 12254002 09/10/12 RECEIVED NOV 2 1 2012 CITY OF CARLSBAD BUILDING DIVISION (KHCARLSB- - T11T4) THIS D»G PREPARED FROM COMPUTER INPUT (LOADS 8, DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Chord 2x6 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L #UBet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 10.85 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per CBC-10 section 1607A. (*') 1 plate(s) require special positioning. Refer to scaled plate pIot deta iIs for spec i a I pos i t i on i ng requ i rements. 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bIdg, Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. 4X6(**) 0-6-1 2-4-1 0-6-1 12-0-0 -5-6-0--5-6-0- 5-6-0 5-6-0 11-0-0 Over 2 Supports R=631 W=3.5" RL=57/-57 R=631 W=3.5" PLT TYP. WaveXR San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd., San Diego CA ITW Building Components Group, Inc. Sacramento, CA 95828 Design Crit: CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) "•MMine** TRUSSES REQUIRE EXTREK CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COHPONCNT SAFETY INFDHMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET. SUITE 312. ALEXANDRIA. VA, 22314) AND TTCA (aOOD TRUSS COUNCIL OF AMERICA. fi300 ENTERPRISE LANE, MADISON. •! S3719) FOR SAFETY PRACTICES PRiOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ft nOKIII.V ATTftCHED KIOID CEILIM. '*IBPORTJUIIT'*FUHNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILOING COMPONENTS GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE >ITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING I. BRACING OF TRUSSES. DESIGN CONFORHS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (•, K/H.SS) OHLV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AHD. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-200Z SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT TJE-S^iai SHOWN. THE SUITABtl-ITY AND USI OF THtS COMPONENT FOH AHV BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. !TY:1 CA/-/3/1/-/R/-Scale =.4375"/Ft. 09/10/2012 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37252 DATE 09/10/12 DRW CAUSR6004 12254001 CA-ENG LVT/CWC SEQN- 88074 JREF- 1UPE6004Z02 (ALPlNE][CBC201O/TPI-20O7][T11T4][45175/|] [Pag. 1] [TCLL aO.OinCDL 14.01(BC0L lO.OUBCLL O.OKOF 1.25][OC 24.0][NB 1][SOFFIT 0.0] ..>.«Bearings»= [X-Loc][React][Size] [ 0.00][ 6311[ 57h][0.Z9] [10.71][ 631][0.29] [STD.AUTO.LOAO][0C 24.00][DF 1.2S][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 5.5 [y=17.3][ EndPts MaxTen MaxCcMip AXL BND CSI GLC S Grade Length Pitch Brace 0- 1 44 0 0.01 O.n 0.12 1 6 DF-L #2(g) 25 30 4.00 Plywd 4- 7 205 -727 0.00 0.08 0.09 1 6 DF-L #2(g) 60 21 4.00 Plywd 6-n 205 -727 0.00 0.08 0.09 1 6 DF-L »2(9) 60 21 -4.00 Plywd 14-15 44 0 0.01 0.11 0.12 1 6 DF-L #2(g) 25 30 -4.00 Plywd 5- 9 639 -74 0.06 0.11 0.17 2 4 DF-L »UBet.( 56 25 -0.00 •120" 9-10 639 -74 0.06 0.11 0.17 2 4 DF-L #UBet.( 56 25 -0.00 •120" 2- 3 294 -584 -.-= Plate lember - -PLATE MEMBER 0 50 -Vert- 2- 4 182 -760 O.OO 0.12 0,'? 1 6 DF-L »2(g) 7 88 5.66 Plywd 1- 2 91 -35 -=-=Flctlous M6ii«>er=-=. DF-L »2(g) 1 80 -2.76 4- 5 96 0 Plate lember x-.-PLATE MEMBER 4 44 -60.15 3- 5 639 -81 0.06 0.05 o.n 2 4 OF-L #l&Bet.( B 02 -0.74 •120" 12-13 295 -584 Plate lember >-PLATE MEMBER 0 50 -Vert- 11-12 182 -760 0.00 0.12 n, 12 1 6 DF-L »2(g) 7 88 -5.66 Plywd 12-14 91 -35 -=-=Fictiotjs Mefliber=-=-DF-L #2(g) 1 80 2.76 10-11 96 0 -=-= Plate lember =-PUTE MEMBER 4 44 60.15 10-13 639 -91 0.06 0.05 0,11 2 4 DF-L #UBet.( 8 02 0.74 •120" 7- 8 205 -622 -=-=Fictious Members. =-DF-L #2(g) 0 00 -Vert- 6- 8 622 -205 -a-=FictiO«S Member— -DF-L #2(g) 0 00 -Vert- EndPts MaxTen MaxCoaip AXL GLC S Grade Length Brace 8- 9 207 0 0.03 2 4 DF-L #lSBet 18.75 30 PLF • 20 PLF • 40 PLF • 40 PLF • Brg.* 1 Vert.R- Brg.# 2 Vert.R. 5.5 to 0.0 to 2.0 to 5.5 to 0%] 0%] OX] 30 • 13.0 [y.17.3][ 20 • 11.0 [y= 6.41[ 40 • 5.5 [y=17.3][10O%] 40 • 13.0 [y.17.3][100%] 631.4 » Hor.R. -0.0» 631.4 # Hor.R. -0.0# [Rol ler Pressed].-.-.-.-=-.-•-. [CBC pass #Z][OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 5.5 [y=17.3][ 0%] 30 PLF • 5.5 to 30 • 13.0 [y17.3][ 0%] 20 PLF • 0.0 to 20 • 11.0 [y. 6.4][ 0%] 20 PLF • Q.O to 20 • 11.0 [y= 6.4U1Q0%] Brg.f 1 Vert.R. 441.4* Hor.R. 0.0# Brg.# 2 Vert.R. 441.4 # Hor.R. -0.0# .-s-=-=-=-[Rol ler Pressed].-.-=-=-=-=-=-=-=-=-= [MWFRS ASCE Perp/L**][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes X-Loc -2.00 O.OO 0.15 0.15 0.74 0.81 5.50 5.50 5.50 5.50 10.19 10.26 10.85 10.85 11.00 13.00 Y-Loc 11.60 12.26 12.23 12.19 12.51 12.15 14.10 14.10 14.10 12.15 12.15 12.51 12.23 12.19 12.26 11.60 0.00 L/999 0.01 L/999 0.00 0.00 3X4(A1) 0.80 0.52 0.00 L/999 O.OO L/999 0.00 Q.OO 0.00 L/999 0.01 L/999 0.00 0.00 0.00 L/999 0.01 L/999 0.00 0.00 4X6(") 0.80 0.57 N 0.01 L/999 0.03 L/999 0.00 0.01 2X4 0.80 0.33 N 0.01 L/999 0.03 L/999 0.00 0.01 0.00 L/999 O.OI L/999 0.00 0.01 O.OO L/999 0.01 L/999 0.00 0.01 3X4(Al) 0.80 0.52 0.00 L/999 0.00 L/999 0.00 0.01 0.00 L/999 0.01 L/999 O.OO 0.00 -14 PLF • 11.0 to -14 • 13.0 R [y.1l.8][l00%] 18 PLF • -2.0 to 18 • 0.0 [y.17.3][ 0»] 23 PLF • -2.0 to 23 • 0.0 L [y-lZ.SUIOOH] -20 PLF • 5.5 to -20 • 11.0 R [y.l2.5][10O%J 18 PLF • 0.0 to 18 • 11.0 (y.17.3][ 0»] 18 PLF • 11.0 to 18 • 13.0 [y.17.3j[ 0«] -2 PLF • 0.0 to -2 • 5.5 L [y=14.3][100%] 12 PLF • 0.0 to 12 • 11.0 [y. 6.4] [ 0%] Brg.# 1 Vert.R. 215.6 # Hor.R. -57.3* Brg.# 2 Vert.R. 80.2 # Hor.R. 0.0* ._=_s_o-«-[Rol ler Pressed]=-"-«-«-«— (MlfFRS ASCE Perp/U-][OC 24.00][DF 1.33]tNM 1] Repetitive Factors Used Yes -14 PLF • 11.0 to -14 • 13.0 R [y.11.8][100%] 18 PLF • -2.0 to 18 • 0.0 [y=17.3][ 0%] 23 PLF • -2.0 to 23 • 0.0 L [y.12.5][lOOH] -9 PLF • 5.5 to -9 • 11.0 R [y.12.5][100%] 18 PLF • 0.0 to 18 • 11.0 [y.17.3][ 0%) 18 PLF • n.o to 18 • 13.0 [y.17.31[ 0%] 9 PLF • 0.0 to 9 • 5.5 L [y.l4.3][100%] 12 PLF • 0.0 to 12 • 11.0 [y= 6.4][ 0%] Brg.* 1 Vert.R. 274.1 # Hor.R. -57.3* Brg.* 2 Vert.R. 138.7 * Hor.R. -0.0* .-s-..=-=-[Rol ler Pressed].-.-.-.-.-=-.-.-=-=-= [MWFRS ASCE Perp/L-*][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used Yes -14 PLF • 11.0 to -14 • 13,0 R [y.11.8][100%] 18 PLF • -2.0 to 18 • 0.0 [y=17.3][ 0%] -33 PLF • -2.0 to -33 • 0.0 L [y.12.5][100%] -20 PLF • 5.5 to -20 • 11.0 R [y.12.5][100%] 18 PLF • 0.0 to 18 • 11.0 [y.17.3][ 0%] 18 PLF • 11.0 to 18 • 13.0 [y.17.3][ 0%] -18 PLF • 0.0 to -18 • 5.5 L [y.14.3][100%) 12 PLF • 0.0 to 12 • 11.0 [y= 6.4][ 0%] Brg.# 1 Vert.R. 28.3 * Hor.R. 8.9* Brg.# 2 Vert.R. 68.8 * Hor.R. -0.0# .-...-...-[Rol Ier Pressed].-.-.-=-=-. [MWFRS ASCE Perp/L--][OC 24.0O][DF 1.33][NM 1] Repetitive Factors Used: Yes -14 PLF • 11.0 to -14 • 13.0 R [y.11.8][10O%] 18 • 0.0 [y.17.3][ 0%] -33 • 0.0 L [y.l2.5][100%l -9 • 11.0 R [y.l2.Sl[100%l 18 • 11.0 [y.17.3][ 0%] 18 • 13.0 [y.17.3][ 0%) -7 • 5.5 L [y.14.3][100%] 12 • 11.0 [y. 6.4][ 0%] 6.7 » Hor.R. 8.9* -0.0* 18 PLF • -2.0 to -33 PLF • -2.0 to -9 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -7 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Vert.R. ( Brg.» 2 Vert.R. 127.3 * Hor.R. «-=-=-=—[Rol ler Pressed].-.-.-...-.-.-.-.-.-. [MWFRS ASCE Perp/R**][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes 23 PLF • 11.0 to 23 • 13.0 R [y.ll.8][100%] 18 PLF • -2.0 to 18 • 0.0 [y.17.31[ 0%] -14 • 0.0 L [y.12.5][100%] -2 • 11.0 R [y.l2.S][10O«] 18 • 11.0 [y.17.3][ 0%] 18 • 13.0 Cy-17.3][ 0%] -20 • 5.5 L [y.14.3][100%] 12 • 11.0 [y. 6.4][ 0%] 0.2 * Hor.R. 57.3* -0.0* -14 PLF • -2.0 to -2 PLF • 5.5 to 18 PLf • 0.0 to 18 PLF • 11.0 to -20 PLF • 0.0 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.* 2 Vert.R. 215.6 * Hor.R. .-.-.-.-.-[Rol ler Pressed].-.-=-.-=-.-.-.-.-.- = [MWFRS ASCE Perp/R+-l[OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes 23 PLF • 11.0 to 23 • 13.0 R [y.11.8][100%] 18 PLF • -2.0 to 18 • 0.0 [y.17.3][ 0%] -14 • 0.0 L [y.12.5][100%] 9 • 11.0 R [y=12.5][100%] 18 • 11.0 [y.17.3][ 0%] 18 • 13.0 [y.17.3][ 0%] ;o -9 • 5.5 L [y.14.3][100%] o 12 • 11.0 [y. 6.4][ 0%] 138.7 * Hor.R. 57.3* 274.1 * Hor.R. -0.0* -14 PLF • -2.0 to 9 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -9 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Vert.R. Brg.* 2 Vert.R. -[Roller Pressed] =-=-=-.- [MWFRS ASCE Perp/R-t][OC 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -33 PLF • 11.0 to -33 • 13.0 R [y.ll.8][100%] 18 PLF • -2.0 to 18 • 0.0 [y.17.3][ 0%] -14 PLF • -2.0 to -14 • 0.0 L [y.12.5][10O%] -18 PLF • 5.5 to -18 • 11.0 R [y.12.5i[10O%] 18 PLF • 0.0 to 18 • 11.0 [y.17.31[ 0%] 18 PLF • 11.0 to 18 • 13.0 [y.17.3][ 0%] -20 PLF • 0.0 to -20 • 5.5 L [y.14.3][100%] 12 PLF • 0.0 to 12 • 11.0 [y. 6.4][ 0%] Brg.* 1 Vert.R-68.8 Hor.R. -8.9* 8rg.# 2 Vert.R. 28.3 * Hor.R- -0.0* »-«-=-=-«-[Rol ler Pressed]=-=->.-=-=-=—— [HHIIFRS ASCE Perp/R-] [OC 24.00] [DF 1.33][NM 1] Repetitive Factors Used Yes -33 PLF • 11.0 to -33 • 13.0 R [y=11.8][100%] 18 PLF • -2.0 to 18 m 0.0 [y=17.3][ 0%] -14 PLF • -2.0 to -14 • 0.0 L [y=12.5][100%] -7 PLF • 5.5 to -7 » 11.0 R [y-12.5][100*] 18 PLF • 0.0 to 18 • 11.0 [y«17.3]t OX] 18 PLF • 11.0 to 18 • 13.0 [y*17.3][ OX] -9 PLF • 0.0 to -9 • 5.5 L [y«14.3][100X] 12 PLF • 0.0 to 12 « 11.0 [y= 6.4][ OX] Brg.# 1 Vert.R= 127.3 # Hor.R= -8.9# Brg.# 2 V9rt.R= 86.7 # Hor.R= 0.0# .-.-.-.-.-[Rol ler Pressed].-.-.-.-.-.-.-.-.-. [MWFRS ASCE Parl**][OC 24.00][OF 1.33][NM 1] Repetitive Factors Used: Yes -5 PLF • 11.0 to 18 PLF • -2.0 to -5 PLF • -2.0 to -10 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -10 PLF • 0.0 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.* 2 Vert.R. -5 • 13.0 R [y.11 18 • 0.0 [y.17.3' -5 • 0.0 L [y.12 10 • 11.0 R [y.12 18 • 11.0 (y.17.3; 18 • 13.0 [y.17.3 10 • 5.5 L [y=14 12 • 11.0 (y. 6.4 135.5 * Hor.R. 0 135.5 » Hor.R. -0 -[Roller Pressed].-.-.-=-.-.- [MWFRS ASCE Parl*-][X 24.00](DF 1.33] Repetitive Factors Used: Yes -5 PLF • 11.0 to -5 • 13.0 R [y.11 18 PLF • -2.0 to -5 PLF • -2.0 to 1 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to 1 PLF • 0.0 to 12 PLF • 0.0 to Brg.# 1 Vert.R. Brg.# 2 Vert.R. 18 • 0.0 [y=17.3 -5 • 0.0 L (y.12 1 • 11.0 R [y.12 18 • 11.0 [y.17.3' 18 • 13.0 [y.17.3 1 • 5.5 L [y.14 12 • 11.0 [y. 6.4: 194.0 # Hor.R. -0 194.0 * Hor.R. -0 -[Rol ler Pressed] [MWFRS ASCE Parl-*][OC 24.00][DF 1.33] Repetitive Factors Used Yes -23 PLF • 11.0 to -23 • 13.0 R [y.11 8][100%] 18 PLF • -2.0 to IS • 0.0 (y.17.3 [ o%] -23 PLF • -2.0 to -23 • 0.0 L [y.12 5] [100%] -28 PLF • 5.5 to -28 • n.o R [y=12 5] [100%] 18 PLF • 0.0 to 18 • 11.0 [y.17.3 [ 0%) 18 PLF • 11.0 to 18 • 13.0 [y.17.3 [ 0%] -28 PLF • 0.0 to -28 • 5.5 L [y.14 3][100%] 12 PLF • Q.O to 12 • 11.0 [y. 6.4 [ 0%] Brg.* 1 Vert.R. -0.7 * Hor.R. 0 0* Brg.* 2 Vert.R. -0.7 * Hor.R. -0 0* =-=-=-.-[Roller Pressed].-.-.-.-=-=. [MWFRS ASCE Parl-][0C 24.00](DF 1.33] Repetitive Factors Used: Yes -23 PLF • 11.0 to -23 • 13.0 R [y.11 18 PLF • -2.0 to 18 • 0.0 [y.17.3 -23 PLF • -2.0 to -23 • 0.0 L [y.12 -18 PLF • 5.5 to -18 • 11.0 R [y.12 18 PLF • 0.0 to 18 • 11.0 [y.17.3: 18 PLF • 11.0 to -18 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Vert.R. Brg.* 2 Vert.R. • 13.0 [y.17.3 -18 • 5.5 L (y.14 12 • 11.0 [y. 6.4 57.7 # Hor.R. -0 57.7 * Hor.R. -0 [Rol ler Pressed] [CSC ASCE Wind Lt-*][OC 24.00][DF 1.33: Repetitive Factors Used: Yes -72 PLF • 5.5 to -72 • 8.5 R (y.13 18 PLF • -89 PLF • 18 PLF » -47 PLF • 18 PLF • -47 PLF • 18 PLF • 18 PLF • 12 PLF • -72 PLF • 2.0 to .2.0 to 0.0 to 8.5 to 1.0 to 1.0 to 5.5 to 8.5 to 0.0 to 0.0 to -[Roller Pressed].-. 0.0 (y.17.3: -89 • 0.0 L [y.12 18 • 1.0 (y.17.3 -47 • 13.0 R (y.11 18 • 5.5 (y.17,3 -47 • 5.5 L [y.l4 18 • 8.5 (y.17.3: 18 • 13.0 (y.17.3 12 • 11.0 (y. 6.4: -72 • 1.0 L (y.12 [CSC ASCE Wind Rt-][0C 24.00J[DF 1.33 [NM 1] Repetitive Factors Used Yes -72 PLF • 10.0 to -72 • 11.0 R [y-12 5] [100%] 18 PLF • -2.0 to 18 • 2.5 (y.17.3 [ 0%] -47 PLF • -2.0 to -47 • 2.5 L (y.13 3] [100%] 18 PLF • 2.5 to 18 • 5.5 (y17.3 [ 0%] -89 PLF 9 11.0 to -89 • 13.0 R [y.11 8] [100%] 18 PLF 9 5.5 to 18 • 10.0 (y.17.3 [ 0%] -47 PLF • 5.5 to -47 • 10.0 R [y.12 8] [100%] 18 PLF • 10.0 to IB • 11.0 (y.17.3 ( o%] IS PLF • 11.0 to IB • 13.0 (y.17.3 [ 0%] 12 PLF • 0.0 to 12 • 11.0 [y. 6.4 ( 0%] -72 PLF • 2.5 to -72 • 5.5 L (y.14 3][100%] Rol ler Pressed .... -------[CSC ASCE Wind Lt-](0C 24.00][DF 1.33 [NM 1] Repet i t i ve Factors Used Yes -62 PLF • 5.5 to -62 • 8.5 R (y.13 3][100%] 18 PLF • -2.0 to 18 • 0.0 [y.17.3 [ o%] -89 PLF • -2.0 to -89 • 0.0 L [y.12 5][100%] 18 PLF • 0.0 to 18 • 1.0 (y.17.3 ( 0%] -36 PLF • 8.5 to -36 • 13.0 R [y.l1 8] [100%] 18 PLF • 1.0 to 18 • 5.5 [y.17.3 [ 0%] -36 PLF • 1.0 to -36 • 5.5 L (y.14 3][100%] IS PLF • 5.5 to 18 • 8.5 (y-17.3 [ 0%] IS PLF • 8.5 to 18 • 13.0 [y.17.3 [ 0%] 12 PLF • 0.0 to 12 • 11.0 (y- 6.4 [ 0%] -62 PLF • 0.0 to -62 • 1.0 L [y.12 8][100%] =-=--=-.-Roller Pressed -.-=-.--.-.-=-= (CSC ASCE 1 »ind Rt-][0C 24.00](DF 1.33 [MM 1] Repetitive Factors Used Yes -62 PLF • 10.0 to -62 • 11.0 R [y.12 5][100%] 18 PLF • -2.0 to 18 • 2.5 (y.17.3 [ o%] -36 PLF • -2.0 to -36 • 2.5 L [y.13 3][100%] 18 PLF • 2.5 to 18 • 5.5 (y.17.3 ( 0%] -89 PLF • 11.0 to .89 • 13.0 R (y.ll 81(100%] 18 PLF • 5.5 to 16 • 10.0 (y.17.3 ( 0%) -36 PLF • 5.5 to -36 • 10.0 R (y.12 8] [100%] 18 PLF • 10.0 to 18 • 11.0 [y.17.3 [ 0%] IS PLF • 11.0 to 18 • 13.0 [y.17.3 ( 0%] 12 PLF • 0.0 to 12 • 11.0 [y. 6.4 ( 0%] -62 PLF • 2.5 to -62 • 5.5 L [y.l4.3][100%] 8][100%] I (»1 51(100%] 5][100%] t 0%] [ 0%] 3][100%] [ 0%] Of Of NM 1] 8] [100%] [ 0%] 5] [100%] 5][100%] t 0%] [ 0%] 3] [100%] [ 0%] 0* 0* 1] 8] [100%] [ 0%] 51(100%] 5] [100%] [ 0%] [ 0%] 31(100%] [ 0%] 0* 0* [NM 1] 31(100%] [ 0%) 51(100%] ( 0%] 8][100%] [ 0%] 3] [100%] [ 0%] ( 0%] [ 0%] 8][100%] -(Roller Pressed]. (KHCARLSB-T11T4GEF) THIS DWG PREPARED FROIII COMPUTER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Chord 2x6 DF-L #2(g) Bot chord 2x4 DF-L #UBet.(g) Webs 2x4 DF-L #1&Bet.(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. See DWGS Al0015050109, GBLLETINOI09, & GABRST050109 for more requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per CBC-10 section 1607A. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Truss spaced at 24.0" 00 designed to support 2-0-0 top chord out lookers. Cladding load shall not exceed 10 PSF. Top chord may be notched 1.5" deep X 3.5" AT 32" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X4 = 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg. Located anywhere in roof, CAT II, EXP C, wind TC DL=8.4 psf, wind BC DL=6.0 psf. Reactions and chord design based on MWFRS wind pressures. Web design based on both MWFRS and C&C. In Iieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN 00) START(FT) END(FT) BC 120 0.15 10.85 0-6-1 2-4-1 0-6-1 12-0-0 3X4(Al) = 3X4(Al) = U—2-0-0— -2-0-0 5-6-0 5-6-0 11-0-0 Over Continuous Support R=214 PLF U=0 PLF W=11- RL=5/-5 PLF 0-0 Note: All Plates Are 2X3 Except As Shown. Design Crit: PLT TYP. WaveXR CBC2010/TPI-2007(STD) FT/RT=20%(0%)/10(0) 10.03 :Y:1 CA/-/3/1/-/R/-Scale =.4375"/Ft. San Diego Co. Truss 619-286-8787 7462 Mission Gorge Rd, San Diego CA ITW Buildinz Comnontnte Groap, Int. Sacramento, CA 95828 "•MNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLING. SHIPPING. INSTALLING ANO BRACING. REFER TO BCSr (BUILDIMG COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET. SUITE 312, ALEXANDRIA. VA. 22314) AND WTCA (WOOO TRUSS COUNCIL OF AMERICA. 6300 EHTERPRISE LANE. HADISON. Wl 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLV ATTACHED STRUCTURAL PANELS AND BOTTDH CHORD SHALL HAVE A nOPOILV ATTACHED RIGID CEILIMO. '•IWORTIUIT*'FURNISH A COPY OF THIS 0ESI(3N TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W.H/SS/K) ASTM A653 GRADE 4O/60 (W. K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-200Z SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THC TRUSS COWPOHEMT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER PER ANSI/TPI 1 SEC. 2. 09/10/2Q17 TC LL 20.0 PSF TC DL 14.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 44.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R6004- 37253 DATE 09/10/12 DRW CAUSR6004 12254002 CA-ENG LVT/CWC SEQN-88081 JREF- 1UPE6004Z02 [ALPINE][CBC2010/TPI-2007][T11T4GEF][45175/|] [Paga 1] [TCLL 2O.0][TCDL 14.0][BCDL 10.0][BCLL 0.0][0F 1,25][0C 24.0][NH 1][S0FFIT z»ssBearlngs»- [X-Loc] [React] [Sizo] [ 0.00][ 2352][ 57h][11.00] Brace Plywd Plywd Plywd Plywd Plywd Pfywd Plywd Plywd •120" • 16" • 18" • 16" •120" EndPts MaxTen MaxCoep AXL BND CSI GLC S Grade Length Pitch 0- 1 88 0 0 01 0.26 0.27 3 6 DF-L »2(g) 25 30 4.00 4- 6 40 -84 0 00 0.12 0.12 3 6 DF-L »2(g) 32 94 4.00 6- 8 51 -31 0 00 0.04 0.04 3 6 DF-L *2(g) 17 13 4.00 8-11 66 -26 0 00 0.03 0.03 3 6 DF-L *2(g) 10 14 4.00 10-14 63 -26 0 00 0.03 0.03 3 6 DF-L *2(g) 10 14 -4.00 14-16 46 -31 0 00 0.04 0.04 3 6 DF-L *2(g) 17 13 -4.00 16-18 40 -84 0 00 0.12 0.12 3 6 OF-L »2(g) 32 94 -4.00 21-22 88 0 0 01 0.26 0.27 3 6 DF-L #2(9) 25 30 -4.00 5- 7 82 -17 0 00 0.03 0.03 2 4 DF-L »1I.B»t.( 31 25 -0.00 7- 9 84 -17 0 oo 0.O3 0.03 2 4 DF-L *1SBct.( 16 25 -0.00 9-13 85 -19 0 00 0.01 0.01 2 4 DF-L *l&Bet.( 17 50 -0.00 13-15 83 -18 0 00 0.03 0.03 2 4 DF-L *UBct.( 16 25 -0.00 15-17 77 -19 0 00 0.03 0.03 2 4 DF-L »UBet.( 31 25 -0.00 2- 3 268 -627 -. . Plate lember =-B-PLATE MEMBER 0 50 -Vert- 2- 4 34 -147 0 OO 0.26 0.26 3 6 DF-L *2<9) 7 88 5.66 1- 2 91 -67 .F cti Oils Member.-.-DF-L *2(g) 1 80 -2.76 4- 5 57 -9 -. Plato Member .-s-PLATE MEMBER 4 44 -60.15 3- 5 83 -24 0 00 0.02 0.02 3 4 DF-L »UBet.( 8 02 -0.74 19-20 266 -627 -. . Ptate lember .-— PLATE MEMBER 0 50 -Vert- 18-19 29 -147 0 00 0.26 0.26 3 6 DF-L »2(a> 7 98 -5.66 19-21 91 -67 .Fictions Member.-— DF-L *2(g) 1 80 2.76 17-18 57 -8 . Plate Member --.-PUTE MEMBER 4 44 60.15 17-20 76 -24 0 00 0.02 0.02 3 4 DF-L *1»Bet.( 8 02 0.74 11-12 66 -14 -. .F ctiOUS Member.-.-DF-L *2(g) 0 00 -Vert- 10-12 14 -63 -. .F ctiOUS Member.-.-OF-L »2(g) 0 00 -Vert- Plyed Plyed 0.0] [STD.AlfTO.LOAD][OC 24.001[DF 1.251[NH 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 5.5 ty.n.3][ 30 PLF • 5.5 to 20 PLF • 0.0 to 40 PLF e -2.0 to 40 PLF • 5.5 to Brg.# 1 Uer.R. 114.8 plf Hor.R. [Roller Pressed]. [CBC pass *2][0C 24.00][DF 1.25][l«l 1] Repetitive Factors Used: Yes 30 PLF • -2.0 to 30 • 5.5 (y.17.3][ 30 PLF • 5.5 to 30 • 13.0 (y=17.3]( 20 PLF • 0.0 to 20 • 11.0 [y. 6.4)1 20 PLF • 0.0 to 20 • 11.0 [y. 6.4][100«] Brg.* 1 Ver.R- 80.2 plf Hor.R. -0.0 plf .-.-...-.-[Rol ler Pressed].-.-.-=-.-.-.-.-. [Gable Total Load] [OC 24.00] [DF 1.2S1[NM 1] Repetitive Factors Used: No Repetitive Factors Used: Yes -5 PLF • 11.0 to -5 • 13.0 R (y.11 OS] 30 • 13.0 [y.17.3]( OS] 20 • 11.0 (y. 6.4]( 0%] 40 • 5.5 (y.17.3][10O%l 40 e 13.0 [y.17.31(100%] 0.0 plf 0%] 0%] 0»] 5.5 (y.17.31(100%] I • 13.0 (y.17.31(100%l 59 • 5.5 (y.17.3)( 59 • 13.0 [y.l7.3][ 23 • 5.5 (y.l7.31[ 5 » n.o [y.17.3][ 10 • 11.0 [y= 6.4]( 0%] 0%] 0%] (»] 0%] EndPts MaxTen MaxComp 6- 7 102 -273 8- 9 60 -229 13-14 58 -229 15-16 102 -273 Node X-Loc Y-Loc 0 -2.0O 11.60 1 0.00 12.26 2 0.15 12.23 3 0.15 12.19 4 0.74 12.51 5 0.81 12.15 6 3.34 13.38 7 3.42 12.15 8 4.70 13.83 9 4.77 12.15 10 5.50 14.10 11 5.50 14.10 12 5.50 14.10 13 6.23 12.15 14 6.30 13.83 15 7.58 12.15 16 7.66 13.38 17 10.19 12.15 18 10.26 12.51 19 10.85 12.23 20 10.85 12.19 21 11.00 12.26 22 13.00 11.60 AXL GLC S Grade Length 0.02 3 4 OF-L »1iBet 14.80 0.02 3 4 DF-L #1SBet 20.21 0.02 3 4 DF-L #UBet 20.21 0.02 3 4 OF-L JliBet 14.80 Plate Cd JSI Method deflY(L) deflY(T) dxL dxT 0.02 L/999 0.07 L/36B 0.01 0.02 80 PLF • -2.0 to 80 PLF • 5.5 to 59 PLF • -2.0 to 59 PLF • 5.5 to 5 PLF • 0.0 to 23 PLF • 5.5 to 10 PLF • 0.0 to Brg.* 1 Ver.R. 213.8 plf Hor.R. -0.0 plf .-.-.-.-.-[Rol ler Pressed].-.-.-=-=-=-.-.-.-.-= (MWFRS ASCE Perp/L*»l[OC 24.00][DF 1.331[NM 1] Repetitive Factors Used: Yes -14 PLF • 11.0 to -14 • 13.0 R (y.ll.8][100%] 18 • 0.0 [y.17.3][ 0%] 23 • 0.0 L (y.12.51[100%] 20 • 11.0 R [y.12.5][100%] 18 • 11.0 [y.l7.31[ 0%) 18 • 13.0 [y.17.3][ 0%1 -2 • 5.5 L [y.14.3](100%l 12 • 11.0 [y. 6.4]( 0«] -5.2 plf 3X4 (Al) 0.80 0 16 2X3 0.80 0 24 N 2X3 0.80 0 23 N 2X3 0.80 0 20 K 2X3 0.80 0 19 PI 4X4 0.80 0 22 N 2X3 0.80 0 19 N 2X3 0.80 0 20 N 2X3 0.80 0 23 N 2X3 0.80 0 24 N 3X4(Al) 0.80 0 16 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.00 O.OO o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L/999 O.OO L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 O.OO 0.00 O.OO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 PLF • -2.0 to 23 PLF 9 -2.0 to -20 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -2 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Ver.R. 26.9 plf Hor.R. —.-=-.—[Rol ler Pressed]. [MWFRS ASCE Perp/Lt-](0C 24.001[DF 1.33][NM 1] Repetitive Factors Used: Yes -14 PLF • 11.0 to -14 • 13.0 R (y.11.8] [100%] 18 • 0.0 [y.17.31[ 0%] 23 • 0.0 L [y.12.51[10O%] -9 » 11.0 R (y.12.51(100%] 18 e 11.0 [y.17.3][ 0»] 18 • 13.0 [y.17.3][ 0%] 9 • 5.5 L [y.l4.31[10O%l 12 • 11.0 (y. 6.4][ 0%] 5.2 plf 0.00 L/999 0.00 L/999 0.00 0.00 0.02 L/999 0.07 L/368 0.00 0.00 18 PLF • -2.0 to 23 PLF • -2.0 to -9 PLF • 5.5 to 18 PLF • 0.0 to IS PLF • 11.0 to 9 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Ver.R. 37.5 plf Hor.R. .-.-=-.-.-[Roller Pressed].-.-.-.-: [MWFRS ASCE Porp/L-.HOC 24.0O][DF 1.331(NM 1] Repetitive Factors Used: Yes -14 PLF • 11.0 to -14 • 13.0 R [y.ll.8][100%] 18 • 0.0 [y.17.3]( 0%) 33 • 0.0 L (y.12.5][100%] 20 • n.o R [y.12.5]110O%] 18 • 11.0 (y=17.3]( 0%] 18 • 13.0 [y.17.31( 0%] 18 • 5.5 L [y.14.3](10O%] 12 • 11.0 [y. 6.41[ 0%] 8 plf Hor.R- 0.8 plf .-.-.-.-.-[Rol ler Pressed].---.-.-.-=-.-. (MWFRS ASCE Perp/L--l[0C 24.00][DF 1.33][NM 1] Repetitive Factors Used: Yes -14 PLF • 11.0 to -14 • 13.0 R (y.11.8][100%] 18 • 0.0 (y.17.3][ 0%] -33 • 0.0 L (y-12.5][100%] -9 • 11.0 R [y.l2.51[10O%] 18 • 11.0 [y-17.31[ 0%] 18 • 13.0 [y.17.3][ 0%] -7 • 5.5 L [y»14.3][100%] 12 • 11.0 (y. 6.4][ 0%] 19.5 plf Hor.R. 0.8 plf 18 PLF • -2.0 to -33 PLF • -2.0 to -20 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -18 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Ver.R. 18 PLF • -2.0 to -33 PLF • -2.0 to -9 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -7 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Ver.R, -.-.-.-.-[Roller Pressed]. (MWFRS ASCE Perp/Rt»][OC 24.0OKDF 1.331[NM 1] Repetitive Factors Used: Yes 23 PLF • n.o to 23 • 13.0 R (y.ll .8] [100%] 18 • 0.0 (y.17.3][ 0%) -14 • 0.0 L [y.l2.5][100%] -2 e 11.0 R [y=12.5](10OXl 18 • 11.0 [y.l7.3]( 0%] 18 e 13.0 [y=17.3][ 0%] -20 • 5.5 L [y.l4.3][100%l 12 • 11.0 [y. 6.41[ 0%] 5.2 plf 18 PLF • -2.0 to -14 PLF 9 -2.0 to -2 PLF • 5.5 to 18 PLF » 0.0 to IS PLF 9 11.0 to -20 PLF 9 0.0 to 12 PLF • 0.0 to Brg.* 1 Ver.R. 26.9 plf Hor.R. —.-.-.-.-(Roller Pressed]. (MWFRS ASCE Perp/R*-][OC 24.00][DF 1.33](NM 1] Repetitive Factors Used: Yes 23 PLF » 11.0 to 23 e 13.0 R (y.11.8][10O%] 18 • 0.0 [y.17.3J[ 0%] 14 • 0.0 L (y-12.5][100%] 9 • n.o R [y.12.5][100%] 18 • 11.0 [y-17.3][ 0%] 18 • 13.0 [y.17.3)[ 0%] -9 • 5.5 L [y14.3][10O%] 12 e n.o (y. 6.4][ 0%] 5.2 plf 18 PLF 9 -2.0 to -14 PLF • -2.0 to 9 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -9 PLF • 0.0 to 12 PLF • 0.0 to Brg.» 1 Ver.R. 37.5 plf Hor.R. —(Rol ler Pressed].-.-— [MWFRS ASCE Perp/R-*][OC 24.0O][DF 1.33][N« 1] Repetitive Factors Used: Yes -33 PLF • 11.0 to -33 • 13.0 R [y11.8][100%] 18 PLF • -2.0 to 18 • 0.0 [y.17.3][ 0%) -14 • 0.0 L [y.12.51(100%] -18 • 11.0 R [y.12.5][100%] 18 • 11.0 [y.17.3][ 0%] 18 • 13.0 [y-17.3][ 0%] -20 » 5.5 L [y-14.3][1O0%] 12 • 11.0 [y. 6.4][ 0%] 8.8 plf Hor.R. -0.8 plf -14 PLF • -2.0 to -IS PLF • 5.5 to 18 PLF • 0.0 to 18 PLF 9 11.0 to -20 PLF • 0.0 to 12 PLF • 0.0 to Brg.* 1 Ver.R. [Roller Pressed]. [MWFRS ASCE Perp/R--][OC 24.00][Df 1.331(I«I 1] Repetitive Factors Used: Yes -33 PLF • 11.0 to -33 • 13.0 R (y.11.8][100%] 18 • 0.0 [y.17.3] ( 0%] 14 • 0.0 L [y.12.5][100%] -7 • 11.0 R (Y=12.5][100%] 18 • 11.0 [y-17.3][ 0%] 18 • 13.0 [y«17.3]( 0%] -9 • 5.5 L [y.14.31(100%] 12 • 11.0 [y. 6.4]( 0%] .0.8 plf -2.0 to -2.0 to 5.5 to 0.0 to 11.0 to 0.0 to 0.0 to Brg.* 1 Ver.R. 19.5 plf Hor.R. .-.-.-.-.-[Rol ler Pressed] =-=-.-.-.-.-.—=- [MWFRS ASCE Parl**][OC 24.0O][0F 1.33](NM 1] 18 PLF • -14 PLF • -7 PLF • IS PLF e 18 PLF I -9 PLF I 12 PLF c 18 PLF • -2.0 to -5 PLF 9 -2.0 to -10 PLF • 5.5 to IS PLF • 0.0 to 18 PLF • 11.0 to -10 PLF • 0.0 to 12 PLF • 0.0 to Brg.# 1 Ver.R. 24.6 plf Hor.R. .-.-.-.-.-[Rol ler Pressed].-.-=-.--— [MWFRS ASCE Parl*-l[0C 24.00][DF 1.33] Repetitive Factors Used: Yes -5 PLF • 11.0 to -5 • 13.0 R [y.ll 18 • 0.0 [y.17.3 -5 • 0.0 L [y.12 10 • n.o R [y.12 18 • 11.0 [y=17.3 IS • 13.0 (y.17.3 10 • 5.5 L (y.14 12 • 11.0 [y. 6.4 18 PLF • -2.0 to -5 PLF • -2.0 to 1 PLF • 5.5 to 18 PLF • 0.0 to IS PLF • 11.0 to 1 PLF • 0.0 to 12 PLF • 0.0 to Brg.» 1 Ver.R. 35.3 plf Hor.R, .-.-.-.-.-(Rol ler Pressed]. (MWFRS ASCE Parl-»][OC 24.00][DF 1.33] Repetitive Factors Used: Yes -23 PLF • 11.0 to -23 • 13.0 R [y.11 IS • 0.0 (y.17.3 -5 • 0.0 L (y.12 1 • 11.0 R [y.12 18 • 11.0 (y.17.3 18 • 13.0 (y.17.3 1 • 5.5 L [y.14 12 • 11.0 [y. 6.4; 18 PLF • -2.0 to -23 PLF • -2.0 to -28 PLF • 5.5 to 18 PLF • 0.0 to 18 PLF • 11.0 to -28 PLF 9 0.0 to 12 PLF • 0.0 to Brg.» 1 Ver.R. a-.-=-.-.-(Rol ler Pressed].— [MWFRS ASCE Parl-][0C 24 .0O][DF 1.33] Repetitive Factors Used: Yes -23 PLF • n.o to -23 • 13.0 R (y.ll 18 • 0.0 [y.17.3 23 • 0.0 L [y.l2 28 • 11.0 R [y=12 18 • 11.0 (y.17.3 IB e 13.0 (y.17.3 -28 • 5.5 L [y.14 12 • 11.0 [y. 6.4 0.1 plf Hor.R. I 18 PLF • -2.0 to -23 PLF • -2.0 to -18 PLF • 5.5 to 18 PLF » 0.0 to 18 PLF • 11.0 to -18 PLF • 0.0 to 12 PLF • 0.0 to Brg.» 1 Ver.R: 0.0 (y.17.3 23 • 0.0 L [y.12 18 • 11.0 R [y.12 18 • 11.0 [y.17.3 18 • 13.0 [y.17.3 IS • 5.5 L (y.14 12 • 11.0 [y. 6.4 10.5 plf Hor.R. -I -.-[Roller Pressed] [CAC ASCE Wind Lt-t][0C 24.0O](DF 1.33 Repetitive Fectors Used: Yes -72 PLF • 5.5 to -72 • 8.5 R [y.13 3][100%] IS PLF • -2.0 to 18 • 0.0 (y.17.3 [ 0%] -89 PLF • -2.0 to -89 9 0.0 L [y.12 5][100%] 18 PLF • 0.0 to 18 9 1.0 (y.17.3 ( 0%] -47 PLF • 8.5 to -47 9 13.0 R (y.ll 8] [100%] IS PLF • 1.0 to 18 9 5.5 [y.17.3 ( 0%] -47 PLF 9 1.0 to -47 9 5.5 L [y.14 3)[100%] 18 PLF • 5.5 to 18 9 8.5 (y.17.3 [ o%] 18 PLF • 8.5 to 18 9 13.0 (y.17.3 [ 0%] 12 PLF • 0.0 to 12 9 11.0 [y. 6.4 ( o%] -72 PLF • 0.0 to -72 9 1.0 L (y.12 a][ioo%] Roller Pressed -=-=-.-. [CAC ASCE Wind Rt-< ](0C 24.0O][OF 1.33 [NM 1] Repetitive Factors Used Yes -72 PLF • 10.0 to -72 e 11.0 R [y.12 5] [100%] IS PLF • -2.0 to IS • 2.5 (y.17.3 [ 0%] -47 PLF • -2.0 to -47 9 2.5 L [y-13 3][100%] 18 PLF • 2.5 to 18 9 5.5 (y.17.3 [ 0%] -89 PLF 9 11.0 to .89 9 13.0 R (y.11 8][100%] IS PLF • 5.5 to 16 9 10.0 (y.17.3 [ 0%] -47 PLF • 5.5 to -47 9 10.0 R [y.12 S][100%] 18 PLF • 10.0 to 18 9 11.0 (y.17.3 [ 0%] 18 PLF • 11.0 to 18 9 13.0 (y.17.3 [ 0%] 12 PLF • 0.0 to 12 9 11.0 [y. 6.4 ( 0%] -72 PLF • 2.5 to -72 9 5.5 L [y.14 3][100%] .-.-.-.-..[Rol ler Pressed].-.- (CSC ASCE Wind Lt--][OC 24.00][OF 1.33 Repetitive Factors Used: Yes -62 PLF • 18 PLF • -89 PLF • 18 PLF • -36 PLF 9 18 PLF • -36 PLF • 18 PLF 9 18 PLF 9 12 PLF 9 -62 PLF • 5.5 to 2.0 to 2.0 to 0.0 to 8.5 to 1.0 to 1.0 to 5.5 to 8.5 to 0.0 to 0.0 to -[Roller Pressed]. •62 • 8.5 R [y=13 18 • 0.0 (y.17.3 •89 • 0.0 L [y.12 IS • 1.0 (y.17.3 • 36 • 13.0 R [y.n 18 • 5.5 (y.17.3 •36 • 5.5 L [y.14 18 • 8.5 (y.17.3 18 • 13.0 [y.17.3 12 • 11.0 [y. 6.4 •62 • 1.0 L (y-12 [CSC ASCE Wind Rt-][0C 24.0O][DF 1.33 (NM 1] Repetitive Factors Used Yes -62 PLF • 10.0 to -62 9 11.0 R (y-12 5][100%] 18 PLF • -2.0 to 18 9 2.5 [y.17.3 [ 0%] -36 PLF • -2.0 to -36 9 2.5 L [y.l3 3](100%] IS PLF 9 2.5 to 18 9 5.5 (y.17.3 [ 0%] -89 PLF • 11.0 to -S9 9 13.0 R (y-11 8] [100%] 18 PLF • 5.5 to IS 9 10.0 [y.17.3 ( o%] -36 PLF • 5.5 to -36 9 10.0 R (y.12 8] [100%] IS PLF 9 10.0 to 18 9 11.0 (y.17.3 [ o%] 18 PLF 9 11.0 to 18 9 13.0 (y.17.3 ( 0%] 12 PLF • 0.0 to 12 9 11.0 (y. 6.4 ( 0%) -62 PLF » 2.5 to -62 9 5.5 L [y.l4.3](100%] —.-.—.-[Roller Pressed; -=-«-.-. 8] [100%] ( 0%] 5][100%] 5][100%] ( 0%] ( 0%] 3][100%] ( 0%] 1.0 plf NM 1] S][100%] [ 0%] 51(100%] 5][100%] [ 0%] ( 0%] 31(100%] [ 0%] 1.0 plf NM 1] 8][100%] [ 0%] 5][100%] 5][100%] ( 0%] ( 0%] 3][100%] ( 0%] 1.0 ptf 1] 8][100%] [ 0%] 5][100%] 5)[100%] [ 0%] [ 0%] 3][100%] [ 0%] i.O plf [NM 1] (NM 1] 3] [100%] [ 0%] 5][100%] [ 0%! 8] [100%] [ 0%] 3][100%] [ 0%] ( 0%] [ 0%] 8][100%] GABLE STUD REINFORCEMENT DETAIL ASCE 7-05: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I o < o > PQ < O X 2X4 \,^^BRACE NO BRACES (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE (1) 2X6 "L" BRACE • (3) 8X6 "L" BRACE SPACING SPECIES GRADE~\ NO BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 24" O.C. SPI' HF #1 / #2 4' 2" 7' 3" 7' 5" g. y~ 8' 9" 10' 2" 10' 6" 13' 5" 13' 10" 14' 0" 14' 0" 24" O.C. SPI' HF #3 4' 1" 6' 9" 6' 9" 8' 7" 8' 7" 10' 2" 10' 2" 13' 5" 13' 5" 14' 0" 14' 0" 24" O.C. SPI' HF STUD 4' 1" 6' 9" 6' 9" 8' 7" 8' 7" 10' 2" 10' 2" 13' 5" 13' 5" 14' 0" 14' 0" 24" O.C. SPI' HF STANDARD 4' 1" 5' 9" 5' 9" 7' 8" 7' 8" 10' 2" 10' 2" 11' 11" 11' 11" 14' 0" 14' 0" 24" O.C. SP DPI, #1 4' 7" 7' 3" 7' 9" 8' 7" 9' 3" 10' 2" 11' 0" 13' 5" 14' 0" 14' 0" 14' 0" 24" O.C. SP DPI, #2 4' 6" 7' 3" 7' 9" 8' 7" 9' 3" 10' 2" 11' 0" 13' 5" 14' 0" 14' 0" 14' 0" 24" O.C. SP DPI, #3 4' 3" 6' 11" 6' 11" 8' 7" 9' 0" 10' 2" 10' 9" 13' 5" 14' 0" 14' 0" 14' 0" 24" O.C. SP DPI, STUD 4' 3" 6' 10" 6' 10" 8' 7" 9' 0" 10' 2" 10' 9" 13' 5" 14' 0" 14' 0" 14' 0" 24" O.C. SP DPI, STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 2" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 16" O.C. SPP HP #1 / #2 4' 10" 8' 3" 8' 6" 9' 9" 10' 1" 11' 8" 12' 0" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SPP HP #3 4' 8" 8' 3" 8' 3" 9' 9" 9' 9" 11' 8" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SPP HP STUD 4' 8" 8' 3" 8' 3" 9' 9" 9' 9" ir 8" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SPP HP STANDARD 4' 8" 7' 1" 7' 1" 9' 4" 9' 4" 11' 8" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SP DPT, ifl 5' 3" 8' 3" 8' 11" 9' 9" 10' 7" 11' 8" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SP DPT, #2 5' 2" 8' 3" 8' 11" 9' 9" 10' 7" 11' 8" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SP DPT, #3 4' 11" 8' 3" 8' 6" 9' 9" 10' 4" 11' 8" 12' 4" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SP DPT, STUD 4' 11" a' 3" 8' 5" 9' 9" 10' 4" U' B" 12' 4" 14' 0" 14' 0" 14' 0" 14' 0" 16" O.C. SP DPT, STANDARD 4' 10" 7' 3" 7' 3" 9' 7" 9' 7" 11' 8" 12' 0" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SPP HP #1 / #2 5' 3" 9' 1" 9' 4" 10' 9" 11' 1" 12' 10" 13' 3" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SPP HP #3 5' 2" 9' 1" 9' 1" 10' 9" 10' 9" 12' 10" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SPP HP STUD 5' 2" 9' 1" 9' 1" 10' 9" 10' 9" 12' 10" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SPP HP STANDARD 5' 2" 8' 2" 8' 2" 10' 9" 10' 9" 12' 10" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SP DPP #1 5' 9" 9' 1" 9' 10" 10' 9" 11' 7" 12' 10" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SP DPP #2 5' 8" 9' 1" 9' 10" 10' 9" 11' 7" 12' 10" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SP DPP #3 5' 5" 9' 1" 9' 7" 10' 9" 11' 4" 12' 10" 13' 6" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SP DPP STUD 5' 5" 9' 1" 9' 7" 10' 9" ir 4" 12' 10" 13' 6" 14' 0" 14' 0" 14' 0" 14' 0" 12" O.C. SP DPP STANDARD 5' 3" 8' 5" 8' 5" 10' 9" 11' 1" 12' 10" 13' 3" 14' 0" 14' 0" 14' 0" 14' 0" 1.00, EXPOSURE C, Kzt 1.00 DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 480# AT BACH END. MAX WEB TOTAL LENGTH IS 14 VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT -Lvir< MIDPOINT or VERTICAL KEB. 2X4 STUD, #3 OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT (AS SHOWN) AT UPPER END. 2X4 jl2N OR BETTER REFER TO CHART ABOVE FOR MAX AL LENGTH. BujMing Components Group Inc. Earth City, MO 63045 ••WARNING** READ AND FOLLOW ALL NOTES ON THI3 SHEET! Trusses require extreme care ID fabricating, handling, shipping, inslalling and bracing. Refer to and foUow BCSI (Building Componenl Safely Information, by TPI and WTCA) for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwiae. top chord shall have properly altached structural panels and bottom chord shall have a properly attached rigid c«Ui!^. IjaceliaM siwv^en IOT peTmanent laterat rwATsmL iie\>s shal^ Yiave breciTig insVelled per BC31 sections B3 & B7. See this job's general notes page tor more Information. •*IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. lie Building Components Oroup Inc. (ITWBCQ) sliall nol be responsible for any deviation from this design, any failure to build the truss in conformance with TPI. or febriceUng, handling, shipping, installing Sc bracing of trusses. ITWBCG connector plates are made of 20/ie/16GA (W,H/S/K) ASTM A653 grade 37/40/60 (K/W/H.S) galv. steel. Apply plates to each fece of truss, positioned as ahown above and on Joint Details. A seal on thie drawing or cover page indicates acceptance and professional engineering responsibiHty solely for the truss component design shown. The suitability and use of this oomponent for any building is the responsibility of the Building Designer per ANST/TPl 1 Sec. 2, ITW-BCG: www.itwbcg.com; TPh www.lpinsl.com; WTCA; www.8bcinduBtry.com; ICC: www.icc8afe.org BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE-PINE-FIR HEM-FIR #1 / #2 STANDARD 13 STUD STUD 13 STANDARD DOUGUS FIR-URCH J3_ SOUTHERN PINE GROUP B: HEM-FIR n & BTR SOUTHERN PINE «1 DOUGLAS FIR-LARCH J2_ GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPUFT CONNECTIONS FOR 60 PLF OVER CONTINUOUS BEARING (6 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH lOd HAllS. (O.iae'xS" min) * FOR (1) "L" BRACE: SPACE NAILS AT 2" O C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. ** POR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN IB" END ZONES AND 6" O.C. BETWEEN ZONES. "L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PUTE SIZES VERTICAL LENGTH NO SPUCE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN ir 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK. SPUCE, AND HEEL PLATES. 09/10/2012 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0" REF ASCE7-05-GAB10015 DATE 1/1/09 DRWG A10015050109 Gable Detail For Let-in Verticals Syn, About Gable Truss Plate Sizes Refer to appropriate ITW gatole detail for nininun ptate sizes for vertical studs. (+)Refer to Engineered truss design for peak, splice, web, and heel plates, @If gable vertical plates overlap, use o single plate that covers the total area of the overlapped plates to span the web. Example; 'T' Reinforcenent Attachnent Detail 'T' Reinforcing 'T' Reinforcing Menber Menber Rigid Sheathing Reinf orcing Menber Gable s, Truss Nails Spaced At 4' o.c. Ceiling Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing nenber with End Driven Nails; lOd Connon C0,148'x 3.',nin) Noils at 4* o.c, plus C4? nails in the top and bottom chords. Toenailed Nails; lOd Connon C0.148'x3',nin) Toenails at 4' o,c, plus (4) toenails in the top and bottom chords. This detail to be used with the appropriate ITV gable detail for ASCE wind load, ASCE 7-98 Gable Detail Drawings A13015980109, A1E015980109, A11015980109, A10015980109, A13030980109, A12030980109, A]10309B0109, A10030980109 ASCE 7-02 Gable Detail Drawings A13015020109. A12015020109, A11015020109. A10015020109, A14015020109, A13030020109, A120300eO]09, AI1030020109. A10030020109, A14030020109 ASCE 7-05 Gable Detail Drawings A13015050109, A12015050I09, A11015050109, A100I5050109, A14015050109, A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 ASCE 7-10 Gable Detail Drawings An515ENC100212, A12015ENC1002I2, A14015ENC100212, A16015ENCI002I2, A18015ENC100212, AE0015ENC100212, A20015END100212, A20015PED100212, A11530ENC100212, A12030ENC100212, A14030ENC100212, A16030ENC1002I2, A18030ENC100212, A20030ENC100212, A20030END100212, A20QJ See appropriate ITW gable detail for naxinun unreinfore To convert from 'L' to 'T' reinforcing nenbers, multiply 'T' increase by length (based on appropriate ITW gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord, 'T' reinforcing member materiol must match size, specie, and grade of the 'L' reinforcing menber, Web Length Increase w/ "1" Brae 'T- Reinf Mbr, Size ,j. Increase 2x4 30 •/. 2x6 20 7. Example! ASCE 7-10 Wind Speed ^ 120 mph Mean Roof Height = 30 ft, Kzt = TOO Gable Vertical = 24'o,c. SP tt3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 3OX = 1,30 <1) 2x4 '!_' Rrarp Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 X 8' 7' = 11' 2' Building Components Group Inc. Earth City, MO 63045 xxWARNlNGIww READ AND FOLLDV ALL NDTES ON THiS DRAWING! "XIHPDRTANTxK FURNISH THIS DRAWING TD ALL CONTRACTDRS INCLUDING THE INSTALLERS. Trusses require extrene care in fabricating, hondling, shipping, installing and bracing. Refer to and folio* thp latest edition of BCSI (Building Conponent Safety Information, by TPI and WTCA) for sofety practices prior to perforning these functions. InstoUers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly ottached structurol sheathing and bottom chord sholl have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing instolled per BCSI sections B3, 07 or BIO, os applicoble. Apply ptates to eoch foce of truss and position as shown above ond on the Joint Detoils, unless noted otherwise. Refer to drawings 160A-Z for standord plote positions, ITW Building Conponents Group Inc. shall not be responsible for any deviation from this drawing, any foilure to build the truss in confornance with ANSl/TPI 1, or for handling, shipping, installation k bracing of trusses, A seol on this drowing or cover page listing this drowing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ond use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For nore infomation see this job's general notes page and these web sites- ITWBCG- www.itwbc9.c0n; TPI- www.tpinst.orgj WTCA' www.sbcindustry.org; ICC www.iccsafe.or 09/10/2012 MAX. TDT, LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' REF DAJE_ DRWG LET-IN VERT 2/16/12 GBLLETIN0212 ASCE 7-05: EXPOSURE C COMMON RESIDENTIAL GABLE END WIND BRACING REQUIREMENTS STIFFENERS 100 MPH, 30FT. MEAN HGT, ASCE 7-05, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT H, EXP C, Kzt = LOO, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. LATERAL CHORD BRACING REQUIREMENTS TOP: CONTINUOUS ROOF SHEATHING BOT: CONTINUOUS CEILING DIAPHRAGM SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON THIS DETAIL. NAILS: lOd COMMON (0.148"x3") OR BOX (0.128"x3",MIN) NAILS OR GUN (0.125"X 3.",min) NAILS. H LESS THAN 4'6" - NO STUD BRACING REQUIRED H GREATER THAN 4'6" TO 7'6" IN LENGTH PROVIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE STIFFBACK TO ROOF DIAPHRAGM EVERY 6'0" (SEE DETAIL BELOW OR REFER TO DRAWING A1003005). H GREATER THAN 7'6" TO 12'0" MAX: PROVIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE TO ROOF DIAPHRAGM EVERY 4'0" (SEE DETAIL BELOW OR REFER TO DRWG A1003005). * OPTIONAL 2X L-REINFORCEMENT ATTACHED TO STIFFBACK WITH lOD BOX OR GUN (0.128" X 3", MIN.) NAILS ® 6" O.C. 2X4 BLOCKING NAILED TO SHEATHING AND EACH TRUSS 2X4 STUD, #3 OR BETTER DIAGONAL BRACE ATTACH EACH END FOR 560#. 2X6 #2 STIFFBACK ATTACHED TO EACH STUD W/ (4) 10 D BOX OR GUN (0.123" X 3" MIN.) NAILS. BuiWrig Components Group Ina Earth City. MO 63045 •'WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! Trusaea require extreme care in fabricating, handling, shipping, inatalling and bracing. Refer to and follow BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary hrajclttj pec BCai. Unl«.e« otherwlBt, tc^ chiiTd shall have properly attached structural panels and bottom chord shall have a properly attached rigid ceiling. LocaUons shown for permanent lateral restraint ot webs shall have bracing installed per BCSI sections B3 !c B7, See this job's general notes page for more information. ••IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTAUATION CONTRACTOR. rrw Building Components Group Inc. (ITWBCO) shall not be responsible for any deviation from this design, any failure to build the truss In conformance with TPI. or fabricating, handling, shipping, installing ge bracing of trusses. JTWBCG connector plates are made of ZQ/1Q/\QGK (W,H/3/K) ASTM A653 grade 37/40/60 (K/W/H.S) galv. ateel. Apply plates to each face of truss, positioned aa shown above and on Joint Details. A seal on this drawing or cover page Indicates acceptance and professional engineering responsibility solely for the truss component design shown. The suitability and use of this component for any building is the responsibihty of the Building Designer per AHST/TPl 1 Seo. 2, ITW-BCG: www.itwbcg-com; TPI: www-tpinst.com; WTCA; www.sbcindustry.com; ICC; www.iccsafe.org 09/10/2012 TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD. PSF DUR. FAC. MAX SPACING 24" REF GE WHALER DATE 1/1/09 DRWG GABRST05G109 GEOCON INCORPORATED GEOTECHNICAL ProjectNo. 06403-52-33 March 1,2013 ENVIRONMENTAL MATERIALS Palomar Congregation 7o Michael Palacios 13248 Mango Drive Del Mar, Califomia 92014 Subject: FOUNDATION PLAN REVIEW VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA References: 1. Update Geotechnical Report, Villages of La Costa - The Greens Neighborhood L02, Kingdom Hall, Carlsbad, Califomia, prepared by Geocon Incorporated, dated October 20,2008 (ProjectNo. 06403-52-33). 2. Update Geotechnical Report and Additional Seismic Design Parameters, Villages of La Costa - The Greens Neighborhood L02, Kingdom Hall, Carlsbad, California, prepared by Geocon Incorporated, dated July 5, 2012 (Project No. 06403-52-33). 3. Foundation Plans for Kingdom Hall, Camino Vida Roble, Carlsbad, California, prepared by Mario Lopez, dated August 25, 2012. Dear Mr. Palacio: In accordance with your request, we have reviewed a copy of the referenced foundation plans to check if the plans and details have been prepared in substantial conformance with the recommendations presented in our referenced geotechnical reports. Based upon our review of the project plans, it is the opinion of Geocon Incorporated that the structural plans and details have been prepared in substantial conformance with recommendations presented in the geotechnical report. Our review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plans. Geocon Incorporated has no opinion regarding other details found on the referenced plans, structural or otherwise, that do not directly pertain to geotechnical aspects of site development. Geocon Incorporated does not practice structural engineering and has no opinion regarding the suitability of the design for its intended purpose. Should you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED Ali Sadr CEG 1778 AS:SFW:dmc (2) Addressee •/ Shawn Foy Weedon GE2714 6 6960 Flanders Drive • San Dlego, California 92121-2974 • Telephone 858.558.6900 • Fox 858.558.6159 GEOCON INCORPORATED GEOTECHNICAL ENVIRONMENTAL MATERIALS ProjectNo. 06403-52-33 July 5,2012 Palomar Congregation 7o Michael Palacios 13248 Mango Drive Del Mar, Califomia 92014 Subject: GRADING PLAN REVIEW VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA References: 1. 2. Update Geotechnical Report, Villages of La Costa - The Greens Neighborhood 1.02, Kingdom Hall, Carlsbad, Califomia, prepared by Geocon Incorporated, dated October 20,2008 (Project No. 06403-52-33). Update Geotechnical Report and Additional Seismic Design Parameters, Villages of La Costa - The Greens Neighborhood L02, Kingdom Hall, Carlsbad, Califomia, prepared by Geocon Incorporated, dated July 5, 2012 (Project No. 06403-52-33). 2. Grading and Erosion Control Plans for Carlsbad Kingdom Hall, Phase 1, Carlsbad, Califomia, prepared by Sampo Engineering, Inc. dated June 27, 2012 (ProjectNo. CUP 10-10, SUP 10-03). Dear Mr. Palacios: In accordance with your request, we have reviewed a copy ofthe referenced grading plans to check if the plans and details have been prepared in substantial conformance with the recommendations presented in our referenced geotechnical report. Based upon our review of the project plans, it is the opinion of Geocon Incorporated that the grading plans have been prepared in substantial conformance with reconomendations presented in the geotechnical report. Our review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plans. Geocon Incorporated has no opinion regarding other details found on the referenced plans, civil or otherwise, that do not directly pertain to geotechnical aspects of site development. Geocon Incorporated does not practice civil engineering and has no opinion regarding the suitability of the design for its intended purpose. 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone 858.558.6900 • Fax 858.558.6159 Should you have any questions regarding this letter, or if we may be of fiirther service, please contact the undersigned at your convenience. Very truly yours. GEOCON INCORPORATED Ali Sadr CEG 1778 AS:SFW:dmc (2) Addressee (2) Sampo Engineering, Inc. Attention: Mr. Jesse Owens S^awn Foy Weedon GE 2714 Project No. 06403-52-33 Julys, 2012 I GEOCON INCORPORATED GEOTECHNICAL • ENVIRONMENTAL • MATERIALS ProjectNo. 06403-52-33 July 5, 2012 Palomar Congregation % Michael Palacios 13248 Mango Drive Del Mar, Califomia 92014 Subject: UPDATE GEOTECHNICAL REPORT AND ADDITIONAL SEISMIC DESIGN PARAMETERS VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA Reference: Update Geotechnical Report, Villages of La Costa - The Greens; Neighborhood 1.02, Kingdom Hall, Carlsbad, Califomia, prepared by Geocon Incorporated, dated October 20, 2008 (ProjectNo. 06403-52-33). Dear Mr. Palacios: In accordance with your request, we have prepared this letter to update our geotechnical report and to provide additional seismic design parameters for the subject development. We imderstand planned stmctures will be designed based on the 2010 Califomia Building Code. As part of this update letter, we have visited the site and foimd it to be in a similar condition when we prepared the referenced report. We used the computer program Seismic Hazard Curves and Uniform Hazard Response Spectra, provided by the USGS. Table 1 summarizes site-specific design criteria obtained from the 2010 Califomia Building Code (CBC; Based on the 2009 Intemational Building Code [IBC]), Chapter 16 Stmctural Design, Section 1613 Earthquake Loads. The short spectral response uses a period of 0.2 second. The planned buildings and improvements can be designed using a Site Class C. We evaluated the Site Class in accordance with Table 1613.5.2 of the 2010 CBC. 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone 8iMI|B.69p0 • Fax 858.558.6159 «^ . J PC \Z'Coy4 TABLE 1 2010 CBC SEISMIC DESIGN PARAMETERS Parameter Value 2010 CBC Reference Site Class C Table 1613.5.2 Spectral Response - Class B (short), Ss 1.141g Figure 1613.5(3) Spectral Response - Class B (1 sec). Si 0.432g Figure 1613.5(4) Site CoefBcient, 1.000 Table 1613.5.3(1) Site Coefficient, Fv 1.368 Table 1613.5.3(2) Maximum Considered Earthquake Spectral Response Acceleration (short), SMS 1.141g Section 1613.5.3 (Eqn 16-36) Maximum Considered Earthquake Spectral Response Acceleration - (1 sec), SMI 0.590g Section 1613.5.3 (Eqn 16-37) 5% Damped Design Spectral Response Acceleration (short), SDS 0.76 lg Section 1613.5.4 (Eqn 16-38) 5% Damped Design Spectral Response Acceleration (1 sec), SDI 0.394g Section 1613.5.4 (Eqn 16-39) Conformance to the criteria in Table 1 for seismic design does not constitute any kind of guarantee or assurance that significant stmctural damage or ground failure will not occur if a large earthquake occurs. The primary goal of seismic design is to protect life, not to avoid all damage, since such design may be economically prohibitive. Geocon Incorporated should be consulted to provide additional design parameters as required by the stmctural engineer. Other conclusions and recommendations presented in the referenced report remain applicable. The site is suitable for the constmction and support of the proposed structures and improvements, provided that the recommendations contained in the referenced report are followed. ^ ProjectNo. 06403-52-33 -2-Julys, 2012 If you have any questions regarding this correspondence, or if we may be of fiirther service, please contact the undersigned at your convenience. Very tmly yours. GEOCON INCORPORATEE Ali Sadr CEG 1778 AS:SFW:dmc (2) Addressee (2) Sampo Engineering Inc. Attention: Mr. Jesse Owens ^1 1 /' .* ,- /7 I J /Shawn Foy Weedon GE 2714 ^^^^ ProjectNo. 06403-S2-33 •3-July 5, 2012 GEOCON INCORPORATED GEOTECHNICAL ENVIRONMENTAL MATERIALS ProjectNo. 06403-52-33 July 5, 2012 Palomar Congregation Vo Michael Palacios 13248 Mango Drive Del Mar, Califomia 92014 Subject: GRADING PLAN REVIEW VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNL\ References: 1. Update Geotechnical Report, Villages of La Costa - The Greens Neighborhood 1.02, Kingdom Hall, Carlsbad, Califomia, prepared by Geocon Incorporated, dated October 20, 2008 (ProjectNo. 06403-52-33). 2. Update Geotechnical Report and Additional Seismic Design Parameters, Villages of La Costa - The Greens Neighborhood 1.02, Kingdom Hall, Carlsbad, California, prepared by Geocon Incorporated, dated July 5, 2012 (Project No. 06403-52-33). 2. Grading and Erosion Control Plans for Carlsbad Kingdom Hall, Phase 1, Carlsbad, Califomia, prepared by Sampo Engineering, Inc. dated June 27, 2012 (ProjectNo. CUP 10-10, SUP 10-03). Dear Mr. Palacios: In accordance with your request, we have reviewed a copy of the referenced grading plans to check if the plans and details have been prepared in substantial conformance with the recommendations presented in our referenced geotechnical report. Based upon our review of the project plans, it is the opinion of Geocon Incorporated that the grading plans have been prepared in substantial conformance with recommendations presented in the geotechnical report. Our review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plans. Geocon Incorporated has no opinion regarding other details found on the referenced plans, civil or otherwise, that do not directly pertain to geotechnical aspects of site development. Geocon Incorporated does not practice civil engineering and has no opinion regarding the suitability of the design for its intended purpose. 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone 858.558.6900 • Fax 858.558.6159 Should you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED / Ali Sadr CEG 1778 AS:SFW:dmc (2) Addressee (2) Sampo Engineering, Inc. Attention: Mr. Jesse Owens /^•'^7y 7^_^^- Snawn Foy Weedon GE2714 ,,^SS=!=». ProjectNo. 06403-52-33 July S, 2012 G EOT COM)U.TAM I i ! I H B () I ECHMCAI. n UPDATE GEOTECHNICAL REPORT VILLAGES OF LA COSTA - THE GREENS; NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA PREPARED FOR PALOMAR CONGREGATION HACKER ENGINEERING, INC. PALM DESERT, CALIFORNIA OCTOBER 20, 2008 PROJECT NO. 06403-52-33 GEOCON INCORPORATED GEOTECHNICAt CONSULTANTS Project No. 06403-52-33 October 20, 2008 Palomar Congregation % Hacker Engineering, Inc. 77-530 EnHeid Lane, Suite E-1 Palm Desert, Califomia 92221 Attention: Mr Dave Hacker Subject: VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA UPDATE GEOTECHNICAL REPORT Dear Mr. Hacker: In accordance with your authorization of our Proposal No. LG-08271 dated September 4, 2008, we have prepared this update geotechnical report for the subject project. The accompanying report presents the results of our study and our conclusions and recommendations pertaining to the geotechnical aspects of project development. We understand the proposed project includes Tme grading the existing sheet-graded site to support a worship hall with associated improvements. We expect the building will consist of wood framed structure supported by conventional continuous and/or isolated spread footings with slab-on-grade construction. Based on the results of this study, it is our opinion that the site can be developed as planned, provided the recommendations of this report are followed. Should you have any questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED Shawn Weedon GE2714 AS:SW;dmc (4) Addressee (2) Mr. Neil Immegrt 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone (858) 558^i900 • Fox (858) 558-6159 TABLE OF CONTENTS 1. PURPOSE AND SCOPE 1 2. PREVIOUS SITE DEVELOPMENT 1 3. SITE AND PROJECT DESCRIPTION 2 4. SOIL AND GEOLOGIC CONDITIONS 2 4.1 Compacted Fill (Qcf) 2 4.2 Undocumented Fill (Qudf) 2 4.3 Linda vista Formation (Qln) 3 4.4 Santiago Fonnation (Ts) 3 5. GROUNDWATER 3 6. GEOLOGIC HAZARDS 3 6.1 Faulting and Seismicity 3 6.2 Liquefaction 5 6.3 Seiches and Tsunamis 5 6.4 Landslides 5 7. CONCLUSIONS AND RECOMMENDATIONS 6 7.1 General 6 7.2 Soil and Excavation Characteristics 7 7.3 Grading 8 7.4 Seismic Design 10 7.5 Slopes 11 7.6 Conventional Shallow Foundations 11 7.7 Concrete Slabs-on-Grade and Flatwork Recommendations 12 7.8 Retaining Walls and Lateral Loads 14 7.9 Lateral Loading 15 7.10 Preliminary Flexible Pavement Recommendations 15 7.11 Drainage and Maintenance 18 7.12 Slope Maintenance 19 7.13 Plan Review 19 LIMITATIONS AND UNIFORMITY OF CONDITIONS MAPS AND ILLUSTRATIONS Figure 1, Vicinity Map Figure 2, Geologic Map (map pocket) Figure 3, Wall/Column Footing Dimension Detail Figure 4, Retaining Wall Drainage Detail APPENDDC A LABORATORY RESULTS Table A-I, Sununary of Expansion Index Test Results Table A-II, Summary of Laboratory Water-Soluble Sulfate Test Results APPENDIX B RECOMMENDED GRADING SPECIFICATIONS UPDATE GEOTECHNICAL REPORT 1. PURPOSE AND SCOPE This report presents the results of an update geotechnical study for the proposed development of the southem portion of Neighborhood 1.02 located in the Villages of La Costa - The Greens in Carlsbad, Califomia (see Vicinity Map, Figure 1). The purpose of this update report is to evaluate the soils and geologic conditions within the site and provide specific geotechnical recommendations pertaining to the ultimate development of the property as proposed. The scope of the study included a site visit to observe whether the lot is essentially the same as it was upon the completion of mass grading operations, review of the following reports and plan associated with the site: 1. Addendum to Final Report of Testing and Observation Services Performed During Site Grading, Villages of La Costa - The Greens, Neighborhoods 1.02 and 1.03. Carlsbad, Califomia, prepared by Geocon Incorporated, dated January 3, 2007 (Project No. 06403- 52-22). 2. Final Report of Testing and Observation Services Performed During Site Grading. Villages of La Costa - The Greens, Neighborhoods 1.02 and 1.03, Carlsbad, California, prepared by Geocon hicorporated, dated April 3,2006 (Project No. 06403-52-22). 3. Grading and Erosion Control Plans for: Kingdom Hall, Carlsbad, Califomia, prepared by Hacker Engineering Inc., undated. The descriptions of the soil and geologic conditions and proposed development described herein are based on review of the referenced reports and plan, and observations made during mass grading operations for Neighborhood 1.02 of the Villages of La Costa - The Greens development. 2. PREVIOUS SITE DEVELOPMENT Mass grading for the site occurred between December 2005 and November 2006. We performed compaction testing and observation services during the grading operations. Test results and professional opinions pertaining to the mass grading are summarized in the referenced geotechnical reports (Reference Nos. 1 and 2). A canyon subdrain was installed along the eastem margins of the property diu-ing the mass grading operations and outlets into open space. We used the referenced development plan as the base for the Geologic Map, Figure 2 (map pocket) showing the sheet-graded pad and proposed development. The map has been modified to include the as-graded geologic information presented in the referenced geotechnical reports dated April 3,2006 and January 3, 2001. Project No. 06403-52-33 - 1 - October 20. 2008 3. SITE AND PROJECT DESCRIPTION The irregular-shaped site consists of a previously graded, vacant lot. The site is bound to the north by the northem portion of Neighborhood 1.02 which has developed as a daycare center, El Camino Real to the west, Neighborhood 1.03 to the south, and undeveloped/open space land to the east. Prior to grading, topography within the subject improvements varied from gently sloping to moderately steep hillside terrain. Fill slopes were constmcted with a maximum height of 30 feet. Topographically, the sheet-graded pad slopes south to north with elevations varying from approximately 317 above Mean Sea Level (MSL) to approximately 304 MSL. The referenced site plan indicates the site will be developed to support a worship hall and two, 1-story care-taker residences with accompanied infrastmcture, pavement, and landscaping. We expect the stmctures will be founded on conventional continuous and isolated spread foundations with slab-on-grade floors. We understand a majority of driveway traffic will consist of cars and light trucks. We expect grading will consist of cuts and fills generally less than 5 feet to create relatively flat building pads. The descriptions contained herein are based upon the site reconnaissance and a review of the referenced reports and plan. If project details vary significantly from those outlined herein, Geocon Incorporated should be notified for review and possible revisions to this report prior to final design 4. SOIL AND GEOLOGIC CONDITIONS Compacted fill, undocumented fill, the Santiago Formation, and Lindavista Formation underlie the site. The as-graded geology is presented on the Geologic Map, Figure 2 (map pocket). The soil types and geologic units are discussed below. 4.1 Compacted Fill (Qcf) Fill materials comprise the southeast half of the site and generally consist of silty sand. The maximum fill thickness is approximately 27 feet. Fill soil was placed in conjunction with our observation and testing services and are summarized in the referenced geotechnical reports dated April 3, 2006, and January 3, 2007, With the exception of the upper 1 to 2 feet, the compacted fill is considered suitable for support of the proposed stmcture and ancillary improvements. 4.2 Undocumented Fill (Qudf) Undocumented fill associated with an existing (in service) 30-inch high pressure gas line is located along the westem boundary, adjacent to El Camino Real. Previous grading in this vicinity was limited due to the presence of the gas line. The undocumented fill is approximately 2 to 5 feet thick and is Project No, 06403-52-33 - 2 - October 20, 2008 considered unsuitable for support of settlement sensitive improvements. These soils are located beyond planned development and we do not expect there will be an impact to the project as presently proposed. 4.3 Lindavista Formation (Qln) The majority of the Lindavista Formation was removed during the mass grading operations, except within the vicinity of the existing high pressure gas line, along the westem boundary. The Lindavista Formation generally consists of dense to very dense, silty sandstone and is considered suitable for the support of the proposed development. 4.4 Santiago Formation (Ts) The Eocene-age Santiago Formation consists of dense, massive, white to light green, silty, fine to coarse sandstones with occasional interbeds of hard, greenish gray to brown claystones and siltstones. The Santiago Formation is exposed at finish grade within the northwestem portion of the site and underlies the compacted fill. The Santiago Formation is considered suitable for the support of the proposed development. 5. GROUNDWATER We did not encounter groundwater during grading operations of the site. It is not uncommon for groundwater or seepage conditions to develop where none previously existed. Groundwater elevations are dependent on seasonal precipitation, irrigation, and land use, among other factors, and vary as a result. Proper surface drainage will be important to future performance of the project. 6. GEOLOGIC HAZARDS 6.1 Faulting and Seismicity It is our opinion, based on our site reconnaissance and a review of published geologic maps and reports, that the site is not located on any known active, potentially active, or inactive fault traces. The nearest known active fault is the Rose Canyon Fault Zone located approximately 7 miles northwest of the site. Earthquakes that might occur on the Rose Canyon Fault Zone or other faults within the southem Califomia and northem Baja Califomia area are potential generators of significant ground motion at the site. We used the computer program EQFAULT to calculate the distance of known faults to the site. Earthquakes on the Rose Canyon Fault Zone having a maximum magnitude of 7.2 are considered representative of the potential for seismic ground shaking within the property. The maximum magnitude is defined as the maximum earthquake that appears capable of occurring under the presently known tectonic framework (Califomia Geological Survey, Number 43). The estimated maximum ground acceleration expected at the site is calculated to be approximately 0.32 using the Sadigh, et al. Project No. 06403-52-33 - 3 - October 20, 2008 (1997), acceleration-attenuation relationship. Table 6.1.1 presents the earthquake events and site accelerations for the most significant faults considered most likely to subject the site to ground shaking. TABLE 6.1.1 DETERMINISTIC SITE PARAMETERS FOR SELECTED FAULTS Fault Name Distance from Site (miles) Maximum Earthquake Maximum Site Acceleration (g) Rose Canyon 7 7.2 0.32 Newport-Inglewood (Offshore) 10 7.1 0.25 Coronado Banks Fault Zone 22 7.6 0.17 Elsinore-Julian 23 7.1 0.13 Elsinore-Temecula 23 6.8 0.10 Elsinore-Glen Ivy 37 6.8 0.06 Earthquake Valley 40 6.5 0.04 Palos Verdes 41 7.2 0.06 San Jacinto-Anza 46 7.2 0.06 In the event of a major earthquake on any of the referenced faults in Table 6.1.1 or other significant faults in the southem Califomia/northem Baja Califomia area, the site could be subjected to moderate to severe ground shaking. With respect to this hazard, the site is considered comparable to others in the general vicinity. While listing peak accelerations is useful for comparison of potential effects of fault activity in a region, other considerations are important in seismic design, including the frequency and duration of motion and the soil conditions underlying the site. The structures should be built in accordance with the seismic design criteria presented in the CaUfomia Building Code (CBC) guidelines and/or those curtently adopted by the City of Carlsbad. The Califomia Geologic Survey (CGS) has a program that calculates the ground motion for a 10 percent of probability of exceedance in 50 years based on an average of several attenuation relationships. Table 6.1.2 presents the calculated results from the Probabilistic Seismic Hazards Mapping Ground Motion Page from the CGS website. TABLE 6.1.2 PROBABILISTIC SITE PARAMETERS FOR SELECTED FAULTS CALIFORNIA GEOLOGIC SURVEY Calculated Acceleration (g) Firm Rock Calculated Acceleration (g) Soft Rock Calculated Acceleration (g) AUuvium 0.26 0.28 0.32 Project No. 06403-52-33 •4-October 20, 2008 6.2 Liquefaction Liquefaction typically occurs when a site is located in a zone with seismic activity, on-site soil is cohesionless, groundwater is encountered within 50 feet of the surface, and soil relative densities are less than about 70 percent. If the four previous criteria are met, a seismic event could result in a rapid- pore water pressure increase from the earthquake-generated ground accelerations. Due to the dense nature of formational materials and compacted fill, installation of a canyon subdrain during previous mass grading operations, and lack of permanent groundwater table, the potential for liquefaction occurring at the site is considered to be very low. 6.3 Seiches and Tsunamis Seiches are caused by the movement of an inland body of water due to the movement from seismic forces and tsunamis are large sea waves caused by submarine earthquakes or volcano eruptions. The potential of seiches to occur is considered to be very low due to the absence of a nearby inland body of water. The potential of tsunamis to occur at the site is considered to be very low due to the relatively large distance from the coastline to the site. 6.4 Landslides We did not encounter landslides in the subject property during the grading operations. In addition, we do not expect landslide to affect the subject site. Project No. 06403-52-33 - 5 - October 20. 2008 7. CONCLUSIONS AND RECOMMENDATIONS 7.1 General 7.1.1 No soil or geologic conditions were encountered during previous geotechnical investigations or grading operations that, in our opinion, would preclude the continued development of the property as presentiy planned, provided that the recommendations of this report are followed. 7.1.2 The site is underlain by compacted fill and undocumented fill, overlying Lindavista and Santiago Formations. The undocumented fill is not considered suitable for the support of setdement-sensitive stmctures; however, because it is located outside of the planned development area, it should not impact the planned development. The compacted fill and the formational materials are considered suitable for the support of compacted fill and settlement-sensitive stmctures. The upper 1 to 2 feet of the compacted fill will need to be processed, moisture conditioned as necessary, and compacted prior to placement of additional fill or improvements. 7.1.3 The site is approximately 7 miles from the Rose Canyon Fault. It is our opinion that active, potentially active, and inactive faults are not present at the site based on the results of our field investigation and otu- review of the referenced background materials. Risks associated with seismic activity consist of the potential for strong seismic shaking. It is our opinion that the potential for siuface rupture due to faulting in the area of the proposed development is considered low and building setbacks will not be required. 7.1.4 Groundwater or seepage were not observed in the exploratory borings to the total depths explored and is not expected to be encountered during construction of the proposed development. 7.1.5 The proposed stmctures can be supported on conventional shallow footings founded in compacted fill materials. 7.1.6 Excavation of the on site soil should generally be possible with moderate to heavy effort using conventional, heavy-duty equipment during grading and trenching operations. Very heavy effort should be expected with possible refusal in localized areas for excavations into strongly cemented fonnational materials. Oversize materials may be generated which would require special handling or exportation from the site. 7.1.7 Surface settlement monuments will not be required on the project; however, monitoring of the temporary shoring, as discussed herein, should be performed. Project No. 06403-52-33 ~- October 20, 2008 7.1.8 The on-site geologic units have permeability characteristics and/or fracture systems that are conducive to water transmission, natural or otherwise (e.g., landscape), and may result in future seepage conditions. It is not uncommon for groundwater or seepage conditions to develop where none previously existed, particularly after landscape irrigation is initiated. The occurrence of induced groundwater seepage from landscaping can be greatly reduced by implementing and monitoring a landscape program that limits irrigation to that sufficient to support the vegetative cover without over watering. Shallow subdrains may be required in the future if seeps occur after rainy periods or after landscaping is installed. 7.2 Soil and Excavation Characteristics 7.2.1 The soil encountered in the field investigation is considered to be "expansive/non-expansive" (expansion index [El] of 20 or less/greater than 20) as defined by 2007 Califomia Building Code (CBC) Section 1802.3.2. Table 7.2.1 presents soil classifications based on the expansion index. A majority of the soil encountered is planned to posses a "very low" to "low" expansion potential. The laboratory test results are presented in Appendix A. TABLE 7.2.1 SOIL CLASSIFICATION BASED ON EXPANSION INDEX Expansion Index (EI) Soil Classification 0-20 Very Low 21 -50 Low 51 -90 Medium 91-130 High Greater Than 130 Very High 7.2.2 We performed laboratory tests on samples of the site materials to evaluate the percentage of water-soluble sulfate content. Results from the laboratory water-soluble sulfate content tests are presented in Appendix A and indicate that the on-site materials at the locations tested possess a "negligible" to "severe" sulfate exposure to concrete stmctures as defined by 2007 CBC Section 1904.3 and ACI 318-08 Sections 4.2 and 4.3. Table 7.2.2 presents a sununary of concrete requirements set forth by 2007 CBC Section 1904.3 and ACI 318. Project No. 06403-52-33 -7-October 20, 2008 TABLE 7.2.2 REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE-CONTAINING SOLUTIONS Sulfate Exposure Exposure Class Water-Soluble Sulfate Percent by Weight Cement Type Maximum Water to Cement Ratio by Weight Minimum Compressive Strength (psi) Negligible SO 0.00-0.10 — — 2,500 Moderate Sl 0.10-0.20 II 0.50 4,000 Severe S2 0.20-2.00 V 0.45 4,500 Very Severe S3 >2.00 V+Pozzolan or Slag 0.45 4,500 7.2.3 The presence of water-soluble sulfates is not a visually discemible characteristic; therefore, other soil samples from the site could yield different concentrations. Additionally, over time landscaping activities (i.e., addition of fertilizers and other soil nutrients) may affect the concentration. 7.2.4 Geocon Incorporated does not practice in the field of corrosion engineering. Therefore, further evaluation by a corrosion engineer should be performed if improvements are planned that are susceptible to conosion. 7.2.5 The existing compacted fill soil should generally require light to moderate effort to excavate using conventional heavy-duty grading equipment. Excavations into Santiago Formation (exposed at grade and underlying the compacted fill soils) will likely require moderate to heavy ripping. In addition, concretionary lenses or layers may exist within the Santiago Formation that may cause difficult excavation and potentially may generate oversize material (fragments greater than 6 inches in maximum dimension). 7.3 Grading 7.3.1 Grading should be performed in accordance with the Recommended Grading Specifications in Appendix B and the City of Carlsbad Grading Ordinance. Where the recommendations of this report conflict with Appendix B, the recommendations of this section take precedence. 7.3.2 Prior to commencing grading, a preconstmction conference should be held at the site with the owner or developer, grading contractor, civil engineer, and geotechnical engineer in attendance. Special soil handling and the fine grading plans can be discussed at that time. Project No. 06403-52-33 October 20. 2008 7.3.3 Site preparation should begin with the removal of all deleterious material and vegetation, if present. The depth of removal should be such that material exposed in cut areas or soil to be used as fill is relatively free of organic matter. Material generated during stripping and/or site demolition should be exported from the site. 7.3.4 The upper 1 to 2 feet in areas to receive fill or from finish pad grade, whichever results in a deeper removal, should be removed, moisture conditioned as necessary, and properly compacted. The actual extent of remedial grading should be evaluated in the field by the geotechnical engineer or engineering geologist. Overly wet surficial materials will require drying and/or mixing with drier soils to facilitate proper compaction. 7.3.5 The site should then be brought to final subgrade elevations with stmctural fill compacted in layers. In general, the on-site soils are suitable for re-use as fill if free from vegetation, debris and other deleterious material. Layers of fill should be no thicker than will allow for adequate bonding and compaction. Fill, including wall and trench backfill, should be compacted to dry density of at least 90 percent of the laboratory dry density near to slightly above optimum moisture content in accordance with ASTM Test Procedure D 1557. 7.3.6 To reduce the magnitude of potential differential settlement of the corapacted fill, building pads with a cut-fill transition should be undercut a minimum of three feet and replaced with compacted fill.. The undercut should extend at least 5 feet horizontally outside the limits of the biulding footprint area. 7.3.7 Excavations during the grading operations should be observed by a representative of Geocon Incorporated to check that soil and geologic conditions do not differ significantly from those expected. 7.3.8 Oversize material (fragments greater than 6 inches in maximum dimension), if generated, should not be placed within 3 feet of finish grade in pad areas and 12 inches of subgrade in driveways. Material greater than 6 inches in maximum dimension, if generated, should be placed in deeper fill areas. Due to the absence of large areas of available fill volume, it is unlikely that all of the oversize material could be placed as compacted fill during the grading operation; hence, the oversize material may require exportation. 7.3.9 It is the responsibility of the contractor to ensure that all excavations and frenches are properly shored and maintained in accordance with applicable OSHA mles and regulations in order to maintain safety and maintain the stability of adjacent existing improvements. Project No. 06403-52-33 -9- October 20. 2008 7.3.10 Import fill soil, if necessary, should consist of 6 inch minus granular materials with a "very low" to "low" expansion potential (EI of 50 or less) and be generally free of deleterious material and debris. Geocon Incorporated should be notified of the import soil source and should perform laboratory testing of import soil prior to its arrival at the site to detennine its suitability as fill material. In addition, the imported soil shoidd be certified as being free of hazardous contaminants as well as chemical properties that could adversely impact proposed construction material. 7.4 Seismic Design 7.4.1 We used the computer program Seismic Hazard Curves and Uniform Hazard Response Spectra, provided by the USGS to calculate the seismic design criteria. Table 7.4 summarizes site-specific design criteria obtained from the 2007 CBC, Chapter 16 Structural Design, Section 1613 Earthquake Loads. The short specfral response has a period of 0.2 second. TABLE 7.4 2007 CBC SEISMIC DESIGN PARAMETERS Parameter IBC-06 Reference Site Class C Table 1613.5.2 Spectral Response - Class B (short), Ss 1.142 g Figure 1613.5(3) Spectral Response - Class B (1 sec), Si 0.432g Figure 1613.5(4) Site Coefficient, Fa 1.00 Table 1613.5.3(1) Site Coefficient, Fy 1.368 Table 1613.5.3(2) Maximum Considered Earthquake Spectral Response Acceleration (short), SMS 1.142,g Section 1613.5.3 (Eqn 16-37) Maximum Considered Earthquake Spectral Response Acceleration - (1 sec), SMI 0.59 lg Section 1613.5.3 (Eqn 16-38) 5% Damped Design Spectral Response Acceleration (short), SDS 0.761g Section 1613.5.4 (Eqn 16-39) 5% Damped Design Spectral Response Acceleration (1 sec), SQI 0.394g Section 1613.5.4 (Eqn 16-40) 7.4.2 Conformance to the criteria for seismic design in Table 7.4 does not constitute any kind of guarantee or assurance that significant stmctural damage or ground failure will not occur if a maximum level earthquake occurs. The primary goal of seismic design is to protect life and not to avoid damage, since such design may be economically prohibitive. Project No. 06403-52-33 10-October 20, 2008 7.5 Slopes 7.5.1 Based on the referenced geotechnical reports for Villages of La Costa - The Greens development, existing fill slopes at the site (constracted at 2:1 inclinations) possess a factor of safety greater than 1.5 against deep-seated and surficial failure. 7.5.2 Slopes should be landscaped with drought-tolerant vegetation, having variable root depths and requiring minimal landscape irrigation. In addition, slopes should be drained and properly maintained to reduce erosion. 7.6 Conventional Shallow Foundations 7.6.1 The proposed stmctures can be supported on a conventional shallow foundation system bearing on compacted fill or formational materials. Foundations for the stmcture should consist of continuous strip footings and/or isolated spread footings. Continuous footings should be at least 12 inches wide and extend at least 18 inches below lowest adjacent pad grade. Isolated spread footings should have a minimum width and depth of 2 feet. Steel reinforcement for continuous footings should consist of at least four No. 5 steel reinforcing bars placed horizontally in the footings; two near the top and two near the bottom. The project sfructural engineer should design the steel reinforcement for the footings. A typical wall/column footing dimension detail is presented on Figure 3. 7.6.2 The recommendations presented herein are based on soil characteristics only (EI of 50 or less) and is not intended to replace reinforcement required for structural considerations. 7.6.3 The reconmaended allowable bearing capacity for foundations designed as recommended above is 2,000 pounds per square foot (psf) for foundations in properly compacted fill material or Santiago Formation. The allowable soil bearing pressure may be increased by an additional 500 psf and 300 psf for each additional foot of depth and width, respectively, to a maximum allowable bearing capacity of 3,500 psf The values presented above are for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces. 7.6.4 The use of isolated footings, which are located beyond the perimeter of the building and support stmctural elements coimected to the building, are not recommended. Where this condition cannot be avoided, the isolated footings should be connected to the building foundation system with grade beams. 7.6.5 Consideration should be given to using interior stiffening beams and connecting isolated footings and/or increasing the slab thickness. In addition, consideration should be given to Project No. 06403-52-33 - 11 - October 20, 2008 connecting exterior slabs, which exceed 5 feet in width, to the building foundation to reduce the potential for future separation to occur. 7.6.6 Total and differential setdements under the imposed allowable loads are estimated to be % inch and Vz inch, respectively. 7.6.7 No special subgrade presaturation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be moistened as necessary to maintain a moist soil condition as would be expected in any such concrete placement. 7.6.8 Foundation excavations should be observed by the Geotechnical Engineer (a representative of Geocon Incorporated) prior to the placement of reinforcing steel and concrete to check that the exposed soil conditions are consistent with those expected and have been extended to appropriate bearing strata. If unexpected soil conditions are encountered, foundation modifications may be requued. 7.7 Concrete Slabs-on-Grade and Flatwork Recommendations 7.7.1 Interior concrete slabs-on-grade should be at least 5 inches thick. As a minimum, slab reinforcement should consist of No. 3 steel reinforcing bars spaced 18 inches on center in both horizontal directions placed mid-height in the slab. 7.7.2 Concrete slabs on grade should be underlam by 3 inches of clean sand to reduce the potential for differential curing, slab curl, and cracking. Slabs that may receive moisture-sensitive floor coverings or may be used to store moisture-sensitive materials should be underlain by a vapor retarder placed near the middle of the sand bedding. The vapor retarder used should be specified by the project architect or developer based on the type of floor covering that will be installed. The vapor retarder design should be consistent with the guidelines presented in Section 9.3 of the American Concrete Institute's (ACI) Guide for Concrete Slabs that Receive Moisture-Sensitive Flooring Materials (ACI 302.2R-06). 7.7.3 The foundation and slab-on-grade dimensions and minimum reinforcement recom- mendations are based upon soil conditions only and are not intended to be used in lieu of those required for stractural purposes. 7.7.4 Exterior concrete slabs should be provided with adequate constraction joints and/or expansion joints to control unsightiy shrinkage cracking. The spacing should be determined by the project structural engineer based upon the intended slab usage, type and extent of brittie floor-covering materials, thickness, and reinforcement. The stmctural engineer should Project No. 06403-52-33 - 12- October 20, 2008 take into consideration criteria of the American Concrete Institute (ACI) when establishing crack-control spacing pattems. 7.7.5 Exterior concrete flatwork not subject to vehicular traffic should be constracted in accordance with the recommendations herein. Slab panels should be a minimum of 4 inches thick and, when in excess of 8 feet square, should be reinforced with 6x6- W2.9AV2.9 (6 X 6 - 6/6) welded wire mesh to reduce the potential for cracking. In addition, concrete flatwork should be provided with crack control joints to reduce and/or control shrinkage cracking. Crack confrol spacing should be determined by the project stractural engineer based upon the slab thickness and intended usage. Criteria of the American Concrete Institute (ACI) should be taken into consideration when establishing crack confrol spacing. Subgrade soil for exterior slabs not subjected to vehicle loads should be compacted in accordance with criteria presented in the grading section prior to concrete placement. Subgrade soil should be properly compacted and the moisture content of subgrade soil should be checked prior to placing concrete. 7.7.6 Where exterior flatwork abuts the stracture at entrant or exit points, the exterior slab should be dowelled into the stracture's foundation stemwall. This recommendation is intended to reduce the potential for differential elevations that could result from differential setUement or minor heave of the flatwork. Dowelling details should be designed by the project structural engineer. 7.7.7 Where buildings or other improvements are planned near the top of a slope steeper than 3:1 (horizontal:vertical), special foundations and/or design considerations are recommended due to the tendency for lateral soil movement to occur. • For fill slopes less than 20 feet high or cut slopes regardless of height, building footings should be deepened such that the bottom outside edge of the footing is at least 7 feet horizontally from the face of the slope. • Although other improvements, which are relatively rigid or brittle, such as concrete flatwork or masonry walls, may experience some distress if located near the top of a slope, it is generally not economical to mitigate this potential. It may be possible, however, to incorporate design measures which would permit some lateral soil movement without causing extensive distress. Geocon Incorporated should be consulted for specific recommendations. 7.7.8 The recommendations of this report are intended to reduce the potential for cracking of slabs due to expansive soils (if present) and differential settlement of fill soil. However, even with the incorporation of the reconunendations presented herein, foundations and slabs-on-grade placed on such conditions may still exhibit cracking. The occunence of concrete shrinkage Project No. 06403-52-33 - 13 - October 20, 2008 cracks is independent of the supporting soil characteristics. Their occurrence may be reduced and/or confroUed by limiting the slump of the concrete, proper concrete placement and curing, and the placement of crack-confrol joints at proper locations, particularly where re- enfrant slab comers occur. 7.8 Retaining Walls and Lateral Loads 7.8.1 Retaining walls not restrained at the top and having a level backfill surface should be designed for an active soil pressure equivalent to the pressure exerted by a fluid density of 35 pounds per cubic foot (pcf)- Where the backfill will be inclined at no steeper than 2:1 (horizontahvertical), backfill materials within an area bounded by the wall and a 1:1 plane extending upward from the base of the wall possess an Expansion Index of 50 or less. Where backfill materials do not conform to the criteria herein, Geocon Incorporated should be consulted for additional recommendations. 7.8.2 Unrestrained walls are those that are allowed to rotate more than O.OOIH (where H equals the height of the retaining wall portion of the wall in feet) at the top of the wall. Where walls are restrained from movement at the top, an additional uniform pressure of 7H psf should be added to the above active soil pressure. For retaining walls subjected to vehicular loads within a horizontal distance equal to two-thirds of the wall height, a surcharge equivalent to 2 feet soil should be added. 7.8.3 Retaining walls should be provided with a drainage system adequate to prevent the buildup of hydrostatic forces and should be waterproofed as required by the project architect. The use of drainage openings through the base of the wall (weep holes, etc.) is not recommended where the seepage could be a nuisance or otherwise adversely impact the property adjacent to the base of the wall. Figure 4 presents a typical retaining wall drainage detail. The above recommendations assume a properly compacted granular (Expansion Index of 50 or less) backfill material with no hydrostatic forces or imposed surcharge load. If conditions different than those described are expected, or if specific drainage details are desired, Geocon Incorporated should be contacted for additional recommendations. 7.8.4 In general, wall foundations having a minimum depth and width of one foot may be designed for an allowable soil bearing pressure of 2,000 psf, provided the soil within 3 feet below the base of the wall has an Expansion Index of 90 or less. The proximity of the foundation to the top of a slope steeper than 3:1 could impact the allowable soil bearing pressure. Therefore, Geocon Incorporated should be consulted where such a condition is expected. Project No. 06403-52-33 - 14 - October 20, 2008 7.8.5 The stractural engineer should detemiine the seismic design category for the project. If the project possesses a seismic design category of D, E, or F, the proposed retaining walls should be designed with seismic lateral pressure. A seismic load of 24H should be used for design. The seismic load is dependent on the retained height where H is the height of the wall, in feet, and the calculated loads result in pounds per square foot (psf) exerted at the top of the wall and zero at the base of the wall. We used a peak site acceleration of 0.30g calculated form the 2007 Califomia Building Code (SDS/2.5) and applying a pseudo-static coefficient of 0.5. 7.8.6 Although this seismic loading on the wall was evaluated for an active pressure case and the walls will be in an at-rest condition, some researchers have reported that this analysis produces reasonable design earth pressures. Because seismic loads will be analyzed using lower factors of safety than static earth pressures, we expect the design can be controlled by static loads. 7.8.7 The recommendations presented herein are generally applicable to the design of rigid concrete or masonry retaining walls having a maximum height of 8 feet. In the event that walls higher than 8 feet or other types of walls (such as crib-type walls) are planned, Geocon Incorporated should be consulted for additional recommendations. 7.9 Lateral Loading 7.9.1 For resistance to lateral loads, an allowable passive earth pressure equivalent to a fluid density of 300 pcf is recommended for footings or shear keys poured neat against properly compacted granular fill soil or undisturbed natural soil. The allowable passive pressure assumes a horizontal surface extending at least 5 feet or three times the surface generating the passive pressure, whichever is greater. The upper 12 inches of material not protected by floor slabs or pavement should not be included in the design for lateral resistance. 7.9.2 An allowable friction coefficient of 0.4 may be used for resistance to sliding between soil and concrete. This fiiction coefficient may be combined with the allowable passive earth pressure when determining resistance to lateral loads. 7.10 Preliminary Flexible Pavement Recommendations 7.10.1 We understand the planned driveways will be paved with asphalt concrete pavement. The final pavement sections for the roadways should be based on the R-Value of the subgrade soil encountered at final subgrade elevation. We have assumed an R-Value of 15 for the subgrade soil for the purposes of this preliminary analysis. Preliminary flexible pavement sections are presented in Table 7.10.1. Project No. 06403-52-33 - 15 - October 20, 2008 TABLE 7.10.1 PRELIMINARY FLEXIBLE PAVEMENT SECTION Location Assumed Traffic Index Assumed Subgrade R-Value Asphalt Concrete (inches) Cla^2 Aggregate Base (inches) Parking stalls for automobiles and light-duty vehicles 5.0 15 4 6 Driveways for automobiles and light-duty vehicles 5.5 15 4 8 Driveways for heavy truck traffic 7.0 15 4 13 7.10.2 Base materials should conform to Section 26-1.028 of the Standard Specifications for The State of Califomia Department of Transportation (Caltrans) with a %-inch maximum size aggregate. Base materials should be compacted to a dry density of at least 95 percent of the laboratory maximum dry density near to slightiy above optimum moisture content. The asphalt concrete should conform to Section 203-6 of the Standard Specifications for Public y/orks Construction (Greenbook). Asphalt concrete should be compacted to a density of at least 95 percent of the laboratory Hveem density in accordance with ASTM D 2726. 7.10.3 The base thickness can be reduced if a reinforcement geogrid is used during the installation of the pavement. Geocon should be contact for additional recommendations, if required. 7.10.4 Prior to placing base materials, the subgrade soil should be scarified, moisture conditioned as necessary, and recompacted to a dry density of at least 95 percent of the laboratory maximum dry density near to slightly above optimum moisture content as determined by ASTM D 1557. The depth of compaction should be at least 12 inches. Similarly, the base materials should be compacted to a dry density of at least 95 percent of the laboratory maximum dry density near to slighdy above optimum moisture content. 7.10.5 A rigid Portland Cement concrete (PCC) pavement section should be placed in driveway entrance aprons and trash bin loading/storage areas. The concrete pad for trash track areas should be large enough such that the track wheels will be positioned on the concrete during loading. We calculated the rigid pavement section in general conformance with the procedure reconmiended by the American Concrete Institute report ACI 330R-01 Guide for Design and Consttuction of Concrete Parking Lots using the parameters presented in Table 7.10.2. Project No. 06403-52-33 -16-October 20,2008 TABLE 7.10.2 RIGID PAVEMENT DESIGN PARAMETERS Design Parameter Design Value Modulus of subgrade reaction, k 100 pci Modulus of rupture for concrete, MR 500 psi Traffic Category, TC A-1 andC Average daily truck traffic, ADTT 10 and 100 7.10.6 Based on the criteria presented herein, the PCC pavement sections should have a minimum thickness as presented in Table 7.10.3. TABLE 7.10.3 RIGID PAVEMENT RECOMMENDATIONS Location Portland Cement Concrete (inches) Automobile Parking Areas (TC=A-1) 6 Heavy Truck and Fire Lane Areas (TC=C) 7 7.10.7 The PCC pavement should be placed over subgrade soil that is compacted to a dry density of at least 95 percent of the laboratory maximum dry density near to slightly above optimum moisture content. This pavement section is based on a minimum concrete compressive sfrength of approximately 3,000 psi (pounds per square inch). 7.10.8 A thickened edge or integral curb should be consttucted on the outside of concrete slabs subjected to wheel loads. The thickened edge should be 1.2 times the slab thickness or a minimum thickness of 2 inches, whichever results in a thicker edge, at the slab edge and taper back to the recommended slab thickness 3 feet behind the face of the slab (e.g., a 7-inch-thick slab would have a 9-inch-thick edge). Reinforcing steel will not be necessary within the concrete for geotechnical purposes with the possible exception of dowels at constraction joints as discussed below. 7.10.9 To conttol the location and spread of concrete shrinkage cracks, crack-conttol joints (weakened plane joints) should be included in the design of the concrete pavement slab. Crack-conttol joints should not exceed 30 times the slab thickness with a nuiximum spacing of 15 feet (e.g., a 7-inch-thick slab would have a 15-foot spacing pattem) and should be sealed with an appropriate sealant to prevent the migration of water through the control joint to the subgrade materials. The depth of the crack-control joints should be determined by the referenced ACI report. Project No, 06403-52-33 17-October 20,2008 7.10.10 To provide load ttansfer between adjacent pavement slab sections, a trapezoidal-keyed constraction joint should be installed. As an altemative to the keyed joint, dowelling is recommended between constraction joints. As discussed in the referenced ACI guide, dowels should consist of smooth, yg-inch-diameter reinforcing steel 14 inches long embedded a minimum of 6 inches into the slab on either side of the constraction joint. Dowels should be located at the midpoint of the slab, spaced at 12 inches on center and lubricated to allow joint movement while still transferring loads. Other altemative recommendations for load transfer should be provided by the project sttuctural engineer. 7.10.11 The performance of pavement is highly dependent on providing positive surface drainage away from the edge of the pavement. Ponding of water on or adjacent to the pavement will likely result in pavement distress and subgrade failure. Drainage from landscaped areas should be directed to conttolled drainage stmctures. Landscape areas adjacent to the edge of asphalt pavements are not recommended due to the potential for surface or irrigation water to infiltrate the imderlying permeable aggregate base and cause distress. Where such a condition cannot be avoided, consideration should be given to incorporating measures that will significantiy reduce the potential for subsurface water migration into the aggregate base. If planter islands are planned, the perimeter curb should extend at least 6 inches below the level of the base materials. 7.11 Drainage and Maintenance 7.11.1 EstabHshing proper drainage is critical to reduce the potential for differential soil movement, erosion and subsurface seepage. Positive measures should be taken to properly finish-grade the pads after the stmctures and other improvements are in place so that the drainage water from the lots and adjacent properties are directed off the lots and to the stteet away from foundations and the top of the slopes. Experience has shown that even with these provisions, a shallow groundwater or subsurface water condition can and may develop in areas where no such water conditions existed prior to the site development; this is particularly true where a substantial increase in surface water infiltration results from an increase in landscape irrigation. 7.11.2 Underground utilities should be leak free. Utility and irrigation lines should be checked periodically for leaks for early detection of water infilttation and detected leaks should be repaired promptiy. Detrimental soil movement could occur if water is allowed to infiltrate the soil for a prolonged period. 7.11.3 Landscaping planters adjacent to paved areas are not recommended due to the potential for surface or irrigation water to infiltrate the pavement's subgrade and base course. Surface drains to collect excess irrigation water and transmit it to drainage stractures, or impervious Project No. 06403-52-33 - 18- October 20,2008 above-grade planter boxes should be used. In addition, where landscaping is planned adjacent to the pavement, a cutoff wall should be provided along the edge of the pavement and should extend at least 6 inches below the bottom of the base material. 7.11.4 If detention basins, bioswales, or retention basins are plaimed, disttess may be caused to planned improvements and properties located hydrologically downstteam. The disttess depends on the amount of water to be detained, its residence time, soil permeability, and other factors. We have not performed a hydrogeology study at the site. Downstream properties may be subjected to seeps, springs, slope instabiUty, raised groundwater, movement of foundations and slabs, or other impacts as a result of water infiltration through the detention basins, bioswales, or retention basins. 7.12 Slope Maintenance 7.12.1 Slopes that are steeper than 3:1 (horizontahvertical) may, under conditions that are both difficult to prevent and predict, be susceptible to near-surface (surficial) slope instability. The instability is typically limited to the outer 3 feet of a portion of the slope and usually does not directiy impact the improvements on the pad areas above or below the slope. The occunence of surficial instability is more prevalent on fill slopes and is generally preceded by a period of heavy rainfall, excessive inigation, or the migration of subsurface seepage. The disturbance and/or loosening of the surficial soils, as might result from root growth, soil expansion, or excavation for hrigation lines and slope planting, may also be a significant contributing factor to surficial instability. It is, therefore, recommended that, to the maximum extent practical: (a) disturbed/loosened surficial soils be either removed or properly recompacted, (b) irrigation systems be periodically inspected and maintained to eliminate leaks and excessive inigation, and (c) surface drains on and adjacent to slopes be periodically maintained to preclude ponding or erosion. Although the incorporation of the above recommendations should reduce the potential for surficial slope instability, it will not eliminate the possibility, and, therefore, it may be necessary to rebuild or repair a portion of the project's slopes in the future. 7.13 Plan Review 7.13.1 A review of the grading and foundation plans should be performed prior to finalization to verify their compliance with the recommendations of this report and determine the need for additional comments, recommendations and/or analysis. Project No, 06403-52-33 - 19 - October 20.2008 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. Recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If any variations or undesirable conditions are encountered during constraction, or if the proposed constraction will differ from that anticipated herein, Geocon Incorporated should be notified so that supplemental recommendations can be given. The evaluation or identification of the potential presence of hazardous or conosive materials was not part of the scope of services provided by Geocon Incorporated. 2. This report is issued with the understanding that it is the responsibihty of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and that the necessary steps are taken to see that the contractor and subconttactors carry out such recommendations in the field. 3. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether they are due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our conttol. Therefore, this report is subject to review and should not be relied upon after a period of three years. 4. The firm that performed the geotechnical investigation for the project should be retained to provide testing and observation services during constraction to provide continuity of geotechnical interpretation and to check that the recommendations presented for geotechnical aspects of site development are incorporated during site grading, constraction of improvements, and excavation of foundations. If another geotechnical firm is selected to perform the testing and observation services during constraction operations, that firm should prepare a letter indicating their intent to assume the responsibilities of project geotechnical engineer of record. A copy of the letter should be provided to the regulatory agency for their records. In addition, that firm should provide revised recommendations conceming the geotechnical aspects of the proposed development, or a written acknowledgement of thefr concunence with the recommendations presented in our report. They should also perform additional analyses deemed necessary to assume the role of Geotechnical Engineer of Record. Project No, 06403-52-33 October 20,2008 SOURCE: 2007 THOMAS BROTHERS MAP SAN DIEGO COUNTY, CALIFORNIA 'Ma(> @ Rand McNally, R,L,08-S-100, reproduced with permission. It is unlawful to copy or iepradiK», vvhether fbr personal use or resale, without pemiisslan' NO SCALE GEOCON INCORPORATED GEOTECHNICAL CONSULTANTS 6960 FLANDERS DRIVE - SAN DIEGO, CALIFORNIA 92121 - 2974 PHONE 858 558-6900 - FAX 858 558-6159 AS/AML DSK/GTYPD VICINITY MAP VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02 KINGDOM HALL CARLSBAD, CALIFORNIA DATE 10 - 20 - 2008 I PROJECT NO. 06403 - 52 - 33 FIG. 1 I VkMyA^ GaV.HK StM£: f- 40' Qudf an Ts FILL .UNDOCUUErjT^DflLL .LINDAVISTA FORMATIDr4(Doll*dMhai* BDrKd) .SANTIAQO F0RMAT10M (OMttd Witn Burl*4 APPROX. LOCATION OF OEOLOOIC CONTACT '^•^ APPROX. LOCATION OF SUBDRAIN .irl. APPROX. ELEVATION OF SUBOR*IN Sl,-, .APPROX.ElEVATIONATBASE OF FILL GEOLOGIC MAP VltiAGES OF lA COSTA • THE GREENS NEIGHBORHOOD 1,02 BNGDOMHAa CARLSBAD, CAUFORNIA WALL FOOTING SAND • VISQUEEN CONCRETE SLAB .' 1' •. . !,.,'•. _ 1^^^^:':..:7t'<7;.r::.' PAD GRADE FOOTING- WIDTH COLUMN FOOTING CONCRETE SLAB SAND VISQUEEN <";,- .vill'"... • • -.> i^:. ..( . .X-Vi"-.' T' ". . • FOOTING WIDTH* ...SEE REPORT FOR FOUNDATION WITDH AND DEPTH RECOMMENDATION NO SCALE WALL / COLUMN FOOTING DIMENSION DETAIL GEOCON INCORPORATED GEOTECHNICAL CONSIATANTS 6960 FLANDERS DRIVE - SAN DIEGO, CALIFORNIA 92121 - 2974 PHONE 858 558-6900 - FAX 858 558-6159 NA/AML COlfOOTlDWG DSK/EOOOO VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02 KINGDOM HALL CARLSBAD, CAUFORNIA DATE ^Q•2Q-2008 PROJECT NO. 06403 - 52 - 33 FIG. 3 GROUND SURFACE CONCRETE BROWDITCH PROPOSED RETAININO WALL TEMPORARY BACKCUT PER OSHA GROUND SURFACE • MIRAFI 140N FILTER FABRIC (OR EQUIVALENT) OPEN GRADED r MAX, AGGREGATE 4" DIA, PERFORATED SCHEtHJLE 40 PVC PIPE EXTENDED TO APPROVED OUTLET GROUND SURFACE DRAINAGE PANEL (MIRADRAIN 6000 OR EQUIVALENT) 3/4" CRUSHED ROCK (1 CU.FT./FT.) . _ —art, ^ FILTER FABRIC ENVELOPE •'0^^ff0'-'^^tA\FAF\ 140N OR EQUIVALENT 4" DIA, SCHEDULE 40 PERFORATED PVC PIPE OR APPROVED TOTALDRAIN EXTENDED TO APPROVED OUTLET FOOTING NOTE: DRAIN SHOULD BE SLOPED TO GRAVmC OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING, IjQJSALg i 5 3 TYPICAL RETAINING WALL DRAIN DETAIL GEOCON INCORPORATED GEOTECHNICAL CONSULTANTS 6960 FLAI^RS DRIVE - SAN DIEGO, CALIFORNIA 92121 - 2974 PHONE 858 558-6900 - FAX 858 558-6159 NA/AML 1 ALVN DSK/GTYPD VILL^GES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02 KINGDOM HALL CARLSBAD, CAUFORNIA I DATE 10 - 20 - 2008 PROJECT NO. 06403 - 52 - 33 I FIG. 4 APPENDIX A LABORATORY RESULTS FOR VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA TABLE A-I SUMMARY OF LABORATORY EXPANSION INDEX TEST RESULTS ASTM D 4829-03 Sample No. Moisture Content (%) Dry Density (pcO Expansion Index Expansion Classification Sample No. Before Test After Test Dry Density (pcO Expansion Index Expansion Classification EI-B 1L2 20.0 105.8 13 Very Low EI-D 11.5 20.3 103.5 15 Very Low TABLE A-II SUMMARY OF WATER-SOLUBLE SULFATE LABORATORY TEST RESULTS CALIFORNIA TEST 417 Sample No. Water-Soluble Sulfate (%) Sulfate Exposure EI-B 0.044 Negligible EI-D 0.219 Severe Project No. 06403-52-33 October 20. 2008 APPENDIX B RECOMMENDED GRADING SPECIFICATIONS FOR VILLAGES OF LA COSTA - THE GREENS NEIGHBORHOOD 1.02, KINGDOM HALL CARLSBAD, CALIFORNIA RECOMMENDED GRADING SPECIFICATIONS 1. GENERAL 1.1 These Recommended Grading Specifications shall be used in conjunction with the Geotechnical Report for the project prepared by Geocon Incorporated, The recommendations contained in the text of the Geotechnical Report are a part of the earthwork and grading specifications and shall supersede the provisions contained hereinafter in the case of conflict. 1.2 Prior to the commencement of grading, a geotechnical consultant (Consultant) shall be employed for the purpose of observing earthwork procedures and testing the fills for substantial conformance with the recommendations of the Geotechnical Report and these specifications. The Consultant should provide adequate testing and observation services so that they may assess whether, in their opinion, the work was performed in substantial conformance with these specifications. It shall be the responsibility of the Contractor to assist the Consultant and keep them apprised of work schedules and changes so that personnel may be scheduled accordingly. 1.3 It shall be the sole responsibility of the Contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. If, in the opinion of the Consultant, unsatisfactory conditions such as questionable soil materials, poor moisture condition, inadequate compaction, adverse weather, result in a quality of work not in conformance with these specifications, the Consultant will be empowered to reject the work and recommend to the Owner that grading be stopped until the unacceptable conditions are corrected. 2. DEFINITIONS 2.1 Owner shall refer to the owner of the property or the entity on whose behalf the grading work is being performed and who has contracted with the Contractor to have grading performed. 2.2 Contractor shall refer to the Contractor performing the site grading work. 2.3 Civil Engineer or Engineer of Work shall refer to the Califomia licensed Civil Engineer or consulting firm responsible for preparation of the grading plans, surveying and verifying as-graded topography. GIrev, 10/06 2.4 Consultant shall refer to the soil engineering and engineering geology consulting firm retained to provide geotechnical services for the project. 2.5 Soil Engineer shall refer to a Califomia licensed Civil Engineer retained by the Owner, who is experienced in the practice of geotechnical engineering. The Soil Engineer shall be responsible for having qualified representatives on-site to observe and test the Contractor's work for conformance with these specifications, 2.6 Engineering Geologist shall refer to a California licensed Engineering Geologist retained by the Owner to provide geologic observations and recommendations during the site grading. 2.7 Geotechnical Report shall refer to a soil report (including all addenda) which may include a geologic reconnaissance or geologic investigation that was prepared specifically for the development of the project for which these Recommended Grading Specifications are intended to apply. 3. MATERIALS 3.1 Materials for compacted fill shall consist of any soil excavated from the cut areas or imported to the site that, in the opinion of the Consultant, is suitable for use in construction of fills. In general, fill materials can be classified as soil fills, soil-rock fills or rock fills, as defined below. 3.1.1 Soil fills are defined as fills containing no rocks or hard lumps greater than 12 inches in maximum dimension and containing at least 40 percent by weight of material smaller than V* inch in size. 3.1.2 Soil-rock fills are defined as fills containing no rocks or hard lumps larger than 4 feet in maximum dimension and containing a sufficient matrix of soil fill to allow for proper compaction of soil fill around the rock fragments or hard lumps as specified in Paragraph 6.2. Oversize rock is defined as material greater than 12 inches. 3.1.3 Rock fills are defined as fills containing no rocks or hard lumps larger than 3 feet in maximum dimension and containing little or no fmes. Fines are defined as material smaller than % inch in maximum dimension. The quantity of fines shall be less than approximately 20 percent of the rock fill quantity. GI rev, lO/Ofc 3.2 Material of a perishable, spongy, or otherwise unsuitable nature as determined by the Consultant shall not be used in fills. 3.3 Materials used for fill, either imported or on-site, shall not contain hazardous materials as defined by the Califomia Code of Regulations, Title 22, Division 4, Chapter 30, Articles 9 and ID; 40CFR; and any other applicable local, state or federal laws. The Consultant shall not be responsible for the identification or analysis of the potential presence of hazardous materials. However, if observations, odors or soil discoloration cause Consultant to suspect the presence of hazardous materials, the Consultant may request from the Owner the termination of grading operations within the affected area. Prior to resuming grading operations, the Owner shall provide a written report to the Consultant indicating that the suspected materials are not hazardous as defined by applicable laws and regulations. 3.4 The outer 15 feet of soil-rock fill slopes, measured horizontally, should be composed of properiy compacted soil fill materials approved by the Consultant. Rock fill may extend to the slope face, provided that the slope is not steeper than 2:1 (horizontal: vertical) and a soil layer no thicker than 12 inches is track-walked onto the face for landscaping purposes. This procedure may be utilized provided it is acceptable to the governing agency, Owner and Consultant, 3.5 Samples of soil materials to be used for fill should be tested in the laboratory by the Consultant to detemnine the maximum density, optimum moisture content, and, where appropriate, shear strength, expansion, and gradation characteristics of the soil. 3.6 During grading, soil or groundwater conditions other than those identified in the Geotechnical Report may be encountered by the Contractor. The Consultant shall be notified immediately to evaluate the significance of the unanticipated condition 4. CLEARING AND PREPARING AREAS TO BE FILLED 4.1 Areas to be excavated and filled shall be cleared and grubbed. Clearing shall consist of complete removal above the ground surface of trees, stumps, brush, vegetation, man-made structures, and similar debris. Grabbing shall consist of removal of stumps, roots, buried logs and other unsuitable material and shall be performed in areas to be graded. Roots and other projections exceeding IV2 inches in diameter shall be removed to a depth of 3 feet below the surface of the ground. Borrow areas shall be grubbed to the extent necessary to provide suitable fill materials. GIrev. 10/06 4.2 Any asphalt pavement material removed during clearing operations should be properly disposed at an approved off-site facility. Concrete fragments that are free of reinforcing steel may be placed in fills, provided they are placed in accordance with Section 6.2 or 6.3 of this document. 4.3 After clearing and grubbing of organic matter and other unsuitable material, loose or porous soils shall be removed to the depth recommended in the Geotechnical Report. The depth of removal and compaction should be observed and approved by a representative of the Consultant. The exposed surface shall then be plowed or scarified to a minimum depth of 6 inches and until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. 4.4 Where the slope ratio of the original ground is steeper than 5:1 (horizontahvertical), or where recommended by the Consultant, the original ground should be benched in accordance with the following illustration. TYPICAL BENCHING DETAIL Finish Grade Original Ground Finish Slope Surface Remove All Unsuitable Material As Recommended By Consultant Slope To Be Such That Sloughing Or Sliding Does Not Occur See Note 1 See Note 2 _J No Scale DETAIL NOTES: (1) Key width "B" should be a minimum of 10 feet, or sufficiently wide to permit complete coverage with the compaction equipment used. The base of the key should be graded horizontal, or inclined slightly into the natural slope. (2) The outside of the key should be below the topsoil or unsuitable surficial material and at least 2 feet into dense formational material. Where hard rock is exposed in the bottom of the key, the depth and configuration of the key may be modified as approved by the Consultant, GIrev. 10/06 4.5 After areas to receive fill have been cleared and scarified, the surface should be moisture conditioned to achieve the proper moisture content, and compacted as recommended in Section 6 of these specifications. 5. COMPACTION EQUIPMENT 5.1 Compaction of soil or soil-rock fill shall be accomplished by sheepsfoot or segmented-steel wheeled rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable compaction equipment. Equipment shall be of such a design that it will be capable of compacting the soil or soil-rock fill to the specified relafive compaction at the specified moisture content. 5.2 Compaction of rock fills shall be performed in accordance with Section 6,3. 6. PLACING, SPREADING AND COMPACTION OF FILL MATERIAL 6.1 Soil fill, as defined in Paragraph 3.1.1, shall be placed by the Contractor in accordance with the following recommendations: 6.1.1 Soil fill shall be placed by the Contractor in layers that, when compacted, should generally not exceed 8 inches. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to obtain uniformity of material and moisture in each layer. The entire fill shall be constructed as a unit in nearly level lifts. Rock materials greater than 12 inches in maximum dimension shall be placed in accordance with Section 6.2 or 6.3 of these specifications. 6.1.2 In general, the soil fill shall be compacted at a moisture content at or above the optimum moisture content as determined by ASTM D 1557-02. 6.1.3 When the moisture content of soil fill is below that specified by the Consultant, water shall be added by the Contractor until the moisture content is in the range specified. 6.1.4 When the moisture content of the soil fill is above the range specified by the Consultant or too wet to achieve proper compacfion, the soil fill shall be aerated by the Contractor by blading/mixing, or other satisfactory methods until the moisture content is within the range specified. GI rev, 10/06 6.1.5 After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted by the Contractor to a relative compaction of at least 90 percent. Relative compaction is defined as the ratio (expressed in percent) of the in-place dry density of the compacted fill to the maximum laboratory dry density as determined in accordance with ASTM D 1557-02. Compaction shall be continuous over the entire area, and compaction equipment shall make sufficient passes so that the specified minimum relative compaction has been achieved throughout the entire fill. 6.1.6 Where practical, soils having an Expansion Index greater than 50 should be placed at least 3 feet below finish pad grade and should be compacted at a moisture content generally 2 to 4 percent greater than the optimum moisture content for the material. 6.1.7 Properly compacted soil fill shall extend to the design surface of fill slopes. To achieve proper compaction, it is recommended that fill slopes be over-built by at least 3 feet and then cut to the design grade. This procedure is considered preferable to track-walking of slopes, as described in the following paragraph. 6.1.8 As an altemative to over-building of slopes, slope faces may be back-rolled with a heavy-duty loaded sheepsfoot or vibratory roller at maximum 4-foot fill height intervals. Upon completion, slopes should then be track-walked with a D-8 dozer or similar equipment, such that a dozer track covers all slope surfaces at least twice. 6.2 Soil-rock fill, as defined in Paragraph 3.1.2, shall be placed by the Contractor in accordance with the following recommendations: 6.2.1 Rocks larger than 12 inches but less than 4 feet in maximum dimension may be incorporated into the compacted soil fill, but shall be limited to the area measured 15 feet minimum horizontally from the slope face and 5 feet below finish grade or 3 feet below the deepest utility, whichever is deeper. 6.2.2 Rocks or rock fragments up to 4 feet in maximum dimension may either be individually placed or placed in windrows. Under certain conditions, rocks or rock fragments up to 10 feet in maximum dimension may be placed using similar methods. The acceptability of placing rock materials greater than 4 feet in maximum dimension shall be evaluated during grading as specific cases arise and shall be approved by the Consultant prior to placement. GIrev. 10/06 6.2.3 For individual placement, sufficient space shall be provided between rocks to allow for passage of compaction equipment. 6.2.4 For windrow placement, the rocks should be placed in trenches excavated in properly compacted soil fill. Trenches should be approximately 5 feet wide and 4 feet deep in maximum dimension. The voids around and beneath rocks should be filled with approved granular soil having a Sand Equivalent of 30 or greater and should be compacted by flooding. Windrows may also be placed utiUzing an "open-face" method in lieu of the trench procedure, however, this method should first be approved by the Consultant. 6.2.5 Windrows should generally be parallel to each other and may be placed either parallel to or perpendicular to the face of the slope depending on the site geometry. The minimum horizontal spacing for windrows shall be 12 feet center-to-center with a 5-foot stagger or offset from lower courses to next overlying course. The minimum vertical spacing between windrow courses shall be 2 feet from the top of a lower windrow to the bottom of the next higher windrow. 6.2.6 Rock placement, fill placement and flooding of approved granular soil in the windrows should be continuously observed by the Consultant. 6.3 Rock fills, as defjned in Secfion 3.1.3, shall be placed by the Contractor in accordance with the following recommendafions: 6.3.1 The base of the rock fill shall be placed on a sloping surface (minimum slope of 2 percent). The surface shall slope toward suitable subdrainage outlet facilities. The rock fills shall be provided with subdrains during construction so that a hydrostatic pressure buildup does not develop. The subdrains shall be permanently connected to conti olled drainage facilities to control post-construction infiltration of water, 6.3.2 Rock fills shall be placed in lifts not exceeding 3 feet. Placement shall be by rock tracks traversing previously placed lifts and dumping at the edge of the currently placed lift. Spreading of the rock fill shall be by dozer to facilitate seating of the rock. The rock fill shall be watered heavily during placement. Watering shall consist of water tracks traversing in front of the current rock lift face and spraying water confinuously during rock placement. Compaction equipment with compactive energy comparable to or greater than that of a 20-ton steel vibratory roller or other compaction equipment providing suitable energy to achieve the GIrev. 10/06 required compaction or deflection as recommended in Paragraph 6.3.3 shall be utilized. The number of passes to be made should be determined as described in Paragraph 6.3.3. Once a rock fill lift has been covered with soil fill, no additional rock fill lifts will be permitted over the soil fill. 6.3.3 Plate bearing tests, in accordance with ASTM D 1196-93, may be performed in both the compacted soil fill and in the rock fill to aid in determining the required minimum number of passes of the compaction equipment. If performed, a minimum of three plate bearing tests should be performed in the properly compacted soil fill (minimum relative compaction of 90 percent). Plate bearing tests shall then be performed on areas of rock fill having two passes, four passes and six passes of the compaction equipment, respecfively. The number of passes required for the rock fill shall be determined by comparing the results of the plate bearing tests for the soil fill and the rock fill and by evaluating the deflection variation with number of passes. The required number of passes of the compaction equipment will be performed as necessary until the plate bearing deflections are equal to or less than that determined for the properly compacted soil fill. In no case will the required number of passes be less than two. 6.3.4 A representative of the Consultant should be present during rock fill operations to observe that the minimum number of "passes" have been obtained, that water is being properly applied and that specified procedures are being followed. The actual number of plate bearing tests will be determined by the Consultant during grading. 6.3.5 Test pits shall be excavated by the Contractor so that the Consultant can state that, in their opinion, sufficient water is present and that voids between large rocks are properly filled with smaller rock material. In-place density testing will not be required in the rock fills. 6.3.6 To reduce the potential for "piping" of fines into the rock fill from overlying soil fill material, a 2-foot layer of graded filter material shall be placed above the uppermost lift of rock fill. The need to place graded filter material below the rock should be determined by the Consultant prior to commencing grading. The gradafion of the graded filter material will be determined at the time the rock fill is being excavated. Materials typical of the rock fill should be submitted lo the Consultant in a timely manner, to allow design of the graded filter prior to the conraiencement of rock fill placement. 6.3.7 Rock fill placement should be continuously observed during placement by the Consultant. GI rev. 10/06 7. OBSERVATION AND TESTING 7.1 The Consultant shall be the Owner's representative to observe and perform tests during clearing, grabbing, filling, and compacfion operafions. In general, no more than 2 feet in vertical elevation of soil or soil-rock fill should be placed without at least one field density test being performed within that interval. In addifion, a minimum of one field density test should be performed for every 2,000 cubic yards of soil or soil-rock fill placed and compacted. 7.2 The Consultant should perform a sufficient distribution of field density tests of the compacted soil or soil-rock fill to provide a basis for expressing an opinion whether the fill material is compacted as specified. Density tests shall be performed in the compacted materials below any disturbed surface. When these tests indicate that the density of any layer of fill or portion thereof is below that specified, the particular layer or areas represented by the test shall be reworked until the specified density has been achieved. 7.3 During placement of rock fill, the Consultant should observe that the minimum number of passes have been obtained per the criteria discussed in Section 6.3.3. The Consultant should request the excavation of observation pits and may perform plate bearing tests on the placed rock fills. The observation pits will be excavated to provide a basis for expressing an opinion as to whether the rock fill is properly seated and sufficient moisture has been applied to the material. When observations indicate that a layer of rock fill or any portion thereof is below that specified, the affected layer or area shall be reworked until the rock fill has been adequately seated and sufficient moisture applied. 7.4 A settlement monitoring program designed by the Consultant may be conducted in areas of rock fill placement. The specific design of the monitoring program shall be as recommended in the Conclusions and Recommendations section of the project Geotechnical Report or in the final report of testing and observafion services performed during grading. 7.5 The Consultant should observe the placement of subdrains, to verify that the drainage devices have been placed and constracted in substantial conformance with project specifications. 7.6 Testing procedures shall conform to the following Standards as appropriate: GIrev. 10/06 7.6.1 Soil and Soil-Rock Fills: 7.6.1.1 Field Density Test, ASTM D 1556-02, Density of Soil In-Place By the Sand-Cone Method. 7.6.1.2 Field Density Test, Nuclear Method, ASTM D 2922-01, Density of Soil and Soil-Aggregate In-Place by Nuclear Methods (Shallow Depth). 7.6.1.3 Laboratory Compaction Test, ASTM D 1557-02, Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10-Pound Hammer and 18-Inch Drop. 7.6.1.4. Expansion Index Test, ASTM D 4829-03, Expansion Index Test. 7.6.2 Rock Fills 7.6.2.1 Field Plate Bearing Test, ASTM D 1196-93 (Reapproved 1997) Standard Method for Nonreparative Static Plate Load Tests of Soils and Flexible Pavement Components, For Use in Evaluation and Design of Airport and Highway Pavements. 8. PROTECTION OF WORK 8.1 During constraction, the Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. Drainage of surface water shall be controlled to avoid damage to adjoining properties or to finished work on the site. The Contractor shall take remedial measures to prevent erosion of freshly graded areas until such time as permanent drainage and erosion control features have been installed. Areas subjected to erosion or sedimentation shall be properly prepared in accordance with the Specifications prior to placing additional fill or structures. 8.2 After completion of grading as observed and tested by the Consuhant, no further excavation or filling shall be conducted except in conjunction with the services of the Consultant. GI rev. 10/06 9. CERTIFICATIONS AND FINAL REPORTS 9.1 Upon completion of the work. Contractor shall fumish Owner a certification by the Civil Engineer stafing that the lots and/or building pads are graded to within 0.1 foot vertically of elevations shown on the grading plan and that all tops and toes of slopes are within 0.5 foot horizontally of the positions shown on the grading plans. After installation of a section of subdrain, the project Civil Engineer should survey its locafion and prepare an as-built plan of the subdrain location. The project Civil Engineer should verify the proper outlet for the subdrains and the Contractor should ensure that the drain system is free of obstructions. 9.2 The Owner is responsible for furnishing a final as-graded soil and geologic report satisfactory to the appropriate governing or accepting agencies. The as-graded report should be prepared and signed by a Califomia licensed Civil Engineer experienced in geotechnical engineering and by a Califomia Certified Engineering Geologist, indicating that the geotechnical aspects of the grading were perfonned in substantial conformance with the Specifications or approved changes to the Specifications. GIrev. 10/06 PERFORMANCE CERTIFICATE OF COMPLIANCE (Parti of3) PERF-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone CA Climate Zone 07 Total Cond. Floor Area 4,932 Addition Floor Area n/a GENERAL INFORMATION Building Type: 13 Nonresidential • • Relocatable - indicate • High-Rise Residential • specific climate zone • Hotel/Motel Guest Room all climates Phase of Construction: 13 New Construction • Addition • Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and complete Documentation Author Name Randall Blackwood Signature l^iuidtM SCae^axxui Company Randall G. Blackwood, Architect Date 11/15/2012 Address 4810 Trail Street Phone 951.279.6546 City/State/Zip ^^.^^^ g2860 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110,116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. • I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect, I affirm that I am eligible under the provisions of Division 3 ofthe Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer ^^'^^ Mar/o Perez, L.A. Signature Company Date Address ^57^ ^asa Real Lar)e License # City/State/Zip ^^^^^ ^A 92078 Phone 760-484-0389 Principal Mechanical Designer ^^"^^ Mario Perez, L.A. Signature Company Date Address ^57^ Q^^^ pf^g, i_g^^ License # City/State/Zip ^^^^^^ ^A 92078 Phone 760-484-0389 Principal Lighting Designer ^^'^^ Mario Perez, L.A. Signature Company Date Address ^57^ Q^^^ ^^g, ^^^^ License # City/State/Zip ^^^.^^^^ ^A 92078 Phone 760-484-0389 INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box If worksheets are included) 0 ENV-1 C Certificate of Compliance. Required on plans. 13 MECH-1 C Certificate of Compliance. Required on plans. 13 LTG-1C Certificate of Compliance, Required on plans. 13 IMECH-2C Air/Water Side/Service Hot Water & Pool Requirements, B LTG-2C Lighting Controls Credit Worksheet. • MECH-3C IVIechanicai Ventilation and Reheat. • LTG-3C Indoor Lighting Power Allowance, 13 MECH-5C Mechanical Equipment Details. EriergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 1 of 33 PC. a-anH PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 Of 3) PERF-1 C Project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Standard Proposed Compliance Energy Component Design Design Margin Heating Space Heating 6.10 3,84 2,26 Heating Space Cooling 83.82 53,57 30.25 Cooling Indoor Fans 15.27 15.56 -0,29 Fans Heat Rejection 0.00 0.00 0,00 Heat Rej Pumps & Misc. 0.00 0,00 0,00 Pumps Domestic Hot Water 38.62 39,73 -1.11 DHW Lighting 52.94 52.62 0.31 Lighting Receptacle 25.52 25,52 0.00 Receptacle Process 0.00 0,00 0.00 Process Process Lighting 0.00 0,00 0.00 Process Ltg TOTALS 222.27 190.84 31.43 Percent better than Standard 14.1 % ( ^4,1 % excluding process) BUILDING COMPLIES ^ GENERAL INFORMATION <k.|iiiiji Building Orientation (SE) 135 deg Conditioned Floor Area 4,932 sqft. Number of Stories 1 Unconditioned Floor Area 68 sqft. Number of Systems 4 Conditioned Footprint Area 7,284 sqft. Number of Zones 4 Natural Gas Available On Site Yes Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (SE) ^,022 sqft. 0 sqft. 0,0% Left Elevation (SW) 500 sqft. 0 sqft. 0.0% Rear Elevation (NW) 7,306 sqft. 0 sqft. 0,0% Right Elevation (NE) 957 sqft. 0 sqft. 0,0% Total 3,785 sqft. 0 sqft. 0,0% Roof 5,000 sqft. 0 sqft. 0,0% standard Lighting Power Density Prescriptive Envelope TDV Energy 0,935 68,376 w/sqft. Proposed 0.929 52,673 W/sqft. Remarks: EnergyPro 5.1 bv EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:2 ID: KHCARCA Paae 2 of 33 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)^ Ctrl. Credits (W/sf)^ Allowed LPD Proc. Loads (W/sf) System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)^ Ctrl. Credits (W/sf)^ Area (W/sf)^ Tailored (W/sf)" Proc. Loads (W/sf) Support - RR - Lobby Support - RR - Lobby Corridor/Restroom/Support 2,580 0,777 0.155 Utility Spaces Electrical, Mechanical Room 68 "0.700 Worship area Religious Worship 1.575 "1.500 Office - Libraries Office - Libraries Office > 250 sqft 777 0.994 0,799 Notes: 1, See LTG-1 C 2, See LTG-2C 3, See LTG-3C 4, See LTG-4C (items marl<ed with asterisk, see LTG-1 -C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System Support - RR - Lobby includes Demand Control Ventilation per Standards Section 121. The HVAC System Office - Libraries includes Demand Control Ventilation per Standards Section 121. The HVAC System Canier 59TP5A120E24~22 W/24ACB760A003 includes an Economizer. This system has a cooling output < 75,000 Btuh or a supply cl The HVAC System Carrier 59TP5A120E24-22 w/ 24ACB748A003 includes an Economizer. This system has a cooling output < 75,000 Btuh or a supply c The exceptional features listed in this performance approach appiication have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Sianature or Stamp EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 3 of 33 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone Total Cond. Floor Area 4,932 Addition Floor Area n/a GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg, 0 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: 0 New Construction • Addition • Alteration Approach of Compliance: • Component 0 Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 735 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type c .2 g 0) uT >. = l> to I U DC CC o 0) 4^ • X o o X HI I DC i-o 2 c fe (D I- c 11 T3 C •S 0) .E Q- ° 3- -5 < C ^ 3 o iS in Ul ra 0. Wall 652 (SE) 0.074 R-19 4.3.1-A5 New Door 92 (SE) 1.450 None 4,5,7-A 7 New Wall 500 (SW) 0.074 R-19 4.3.1-A5 New Wall 530 (NW) 0.074 R-19 4.3.1-A5 New WaU 136 (NE) 0.074 R-19 4.3.1-A5 New Slab 4,932 (N) 0.730 None 4.4.7-A1 New Roof 625 (NE) 0.031 R-30 4.2.1-A20 New Roof 1.088 (SE) 0.031 R-30 4.2.1-A20 New Roof 625 (SW) 0.031 R-30 4.2.1-A20 New • 70 Roof 7,088 (NW) 0.031 R-30 4.2.1-A20 New 1. See Instructions in the Nonresidential Compliance IVlanual, page 3-96. 2. If Fail, then describe on Page 2 o1 the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type ra < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass '5 u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance UamaS, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 4 of 33 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone Total Cond. Floor Area 4,932 Addition Floor Area n/a GENERAL INFORMATiON Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. 0 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: 0 New Construction • Addition • Alteration Approach of Compliance: • Component 0 Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 735 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type c |tn O IIJ 6 z" 0) ra -7 O CC CC o & 2 X ra UJ > o o> s = LU U. CC o ^ > .2 c |1 'a -i < O (A a in n a. 77 Demising 244 (N) 0.102 R-13 4.3.1-A3 New 12 Demising 795 (N) 0.102 R-13 4.3.1-A3 New 13 Demising 132 (N) 0.102 R-13 4.3.1-A3 New 14 Demising 288 (N) 0.102 R-13 4.3.1-A3 New • • 75 Demising 519 (N) 0.102 R-13 4.3.1-A3 New 16 Wall 303 (NW) 0.074 R-19 4.3.1-A5 New 17 Wall 190 (NE) 0.074 R-19 4.3.1-A5 New 18 Demising 288 (N) 0.102 R-13 4.3.1-A3 New 19 Demising 790 (N) 0.102 R-13 4.3.1-A3 New • 20 Slab 1.575 (N) 0.730 None 4.4.7-A 7 New 1. See Instructions in the Nonresidential Compliance IManual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type £, ra o < Orientation N, E, S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 5 of 33 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone Total Cond, Floor Area 4,932 Addition Floor Area n/a GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. 0 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space S: 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: 0 New Construction • Addition • Alteration Approach of Compliance: • Component 0 Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 735 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type % ra < Orientation N, E,S,W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Vaiue 1 interior Furring' Joint Appendix 4 Condition Status Pass Fail' 27 Wall 278 (SE) 0.07 A R-19 4.3.1-A5 New • • 22 Wall 278 (NW) 0.07 A R-19 4.3.1-A5 New • • 23 Roof 788 (NW) 0,037 R-30 4.2.1-A20 New • • 24 Roof 788 (SE) 0,037 R-30 4.2.1-A20 New • • 25 Wall 587 (E) 0.074 R-19 4.3.1-A5 New • • 26 Wall 777 (NW) 0,074 R-19 4.3.1-A5 New • • 27 Door 24 (NW) 7,45£ None 4.5.1-Al New • • 28 Wall 50 (NE) 0,074 R-19 4.3.1-A5 New • • 29 Slab 777 (N) 0,73C None 4.4.7-A1 New • • 30 Demising 579 (N) 0.101 R-13 4.3.1-A3 New • • 1. See instructions in the Nonresidential Compliance Manual, page 3-96, 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E,S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Cl 'ra LL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5,7 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 6 of 33 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone Total Cond. Floor Area 4,932 Addition Floor Area n/a GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. 0 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: 0 New Construction • Addition • Alteration Approach of Compliance: • Component 0 Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 735 flfeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type c ftn O IU >. = .= ra ra -7 U CC CC o X n lu > o o> *^ .E g) f. X 3 CC Is 1^ .2 c 1£ t X 'a c c O. 5 9--> < c S "> ^ 3 o iS o tn in in a a. 31 32 Demising 244 (N) 0.102 R-13 4.3.1-A3 New • Demising 190 (N) 0.102 R-13 4.3.1-A3 New 33 34 Demising 181 (N) 0.102 R-13 4.3.1-A3 New Demising 132 (N) 0.102 R-13 4.3.1-A3 New • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 7 of 33 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fair N/A • Roofing compliance not required in Climate Zones 1 and16 with a Low-Sloped. 2:12 pitch or less. • • • • Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft'. Greater than 2:12 pitch. • • • |-] Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly. Column H of ENV-2C. • • • |-| Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV-2C. • • • PI The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerav,ca.aov/title24/ • • • |-. Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft^ are exempt from '-' the Cool Roof criteria below. • • • I-I High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low-sloped roofing criteria. • • • 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number^ Roof Slope < 2:12 >2:12 Product Weight < 5lb/ft' a 5lb/ft' Product Type' Aged Solar Reflectance'' Thermal Emmitance SRl^ Pass Fail' • • • • • • • • • • • • • • • • n* • • • • • • n' • • • • • • n* • • • • • • n* • • 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.orq/products/search.php 2. Indicate the type of product is being used for the roof top, i.e. single-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(pinitiai - 0,2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at http://vww.enerqv.ca,aov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: • Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Paae 8 of 33 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 3) Project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requiring Testing or Verification Area of like Products Building Envelope Acceptance Test • • • • • • • EnergyPro 5.7 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 9 of 33 CERTIFICATE OF COMPLIANCE (Parti of3) LTG-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST (Retain a copy and verify form is completed and signed.) Field Inspector Certificate of Acceptance, LTG-2A and LTG-3A (Retain a copy and verify form is completed and signed.) | Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: CONDITIONED SPACE UNCONDITIONED SPACE ™ The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the 0 calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) Installed Watts None or Item Tag How wattage Was determined Complete Luminaire Description^ (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts) Q. (S CEC Default From NAS Field inspector' o «>3 0> US JZI c El -a a <D — cs ^ to ni Q. (2) 4 ft Fluorescent 78 Rapid Start Elec 62.0 • 496 AE (2) 4 ft Fluorescent 78 Rapid Start Elec 62.0 Ei 248 (2) 4 ft Fluorescent 78 Rapid Start Elec 62.0 Ei • 26 7,672 (1) 26w Compact Fluorescent Triple 4 Pin Elec 28.0 El • 77 308 • CE (1) 26w Compact Fluorescent Triple 4 Pin Elec 28.0 El • 772 • Standard Allowance: 1575 sqft at 1.500 w/sf • • 2,363 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Installed Watts Page Total: 5,739 Building total number of pages: Installed Watts Building Total (Sum of all pages) Enter into LTG-1 C Page 4 of 4 5,739 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 10 of 33 CERTIFICATE OF COMPLIANCE (Parti of3) LTG-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST (Retain a copy and verify form is completed and signed.) Field Inspector Certificate of Acceptance, LTG-2A and LTG-3A (Retain a copy and verify form is completed and signed.) Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: CONDITIONED SPACE El UNCONDITIONED SPACE p. The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with § 146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the 0 calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) A B C D E F G H How wattage Was determined Field Inspector^ None or Item Tag Complete Luminaire Description' (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts) Watts per Luminaire' CEC Default From NAS According To §130 (d ore) Number of Luminaires Installed Watts (D X F) Pass 'us u. Standard Allowance: 68 sqft at 0.700 w/sf • • 48 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Installed Watts Page Total: 48 Building total number of pages: Installed Watts Building Total (Sum of all pages) Building total number of pages: Enter into LTG-1 C Page 4 of 4 48 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 11 of 33 Installed Watts CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft^, automatic daylighting controls for daylit areas > 2,500 ft^, d) shut-off controls, e) display lighting controls, f) tailored lighting controls - general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft^, in accordance with Section 131. MANDATORY LIGHTING CONTROLS - FIELD INSPECTION ENERGY CHECKLIST Field Inspector Type/ Description Number of Units Location in Building Special Features Pass Fail • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-1 C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that othenwise complies based on the adequacy of the special justification and documentation submitted. Field inspector's Notes or Discrepancies: EnergyPro 5.7 by EnergySofi User Numben 5694A RunCode: 2012-11-15Tt4:49:24 fD: KHCARCA Page 72 of 33 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts instaiied Lighting (from Conditioned LTG-1 C, Page 2) 5,739 installed Lighting (from Unconditioned LTG-1 C, Page 2) 48 Lighting Control Credit Conditioned Spaces (from LTG-2C) 555 Lighting Control Credit Unconditioned Spaces (from LTG-2C) Adjusted instaiied Lighting Power 4,583 Adjusted installed Lighting Power 48 Complies if instaiied ^ Allowed Complies If Instaiied ^ Allowed Allowed Lighting Power Conditioned Spaces (from LTG-3C or PERF-1) 4,583 Allowed Lighting Power Unconditioned Spaces (from LTG-3C) 702 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A and LTG-3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG-2A and LTG-3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG-2A and LTG-3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled Equipment Requiring Testing Description Number of Luminaires controlled Location Controls and Sensors and Automatic Daylighting Controls Acceptance Occ Sensor - Multi-Level (2) 4 ft Fluorescent 78 Rapid Start Elec 8 Support - Lobby Ei Occ Sensor - Multi-Level (2) 4 ft Fluorescent 78 Rapid Sfarf Elei 4 Support - Lobby El Occ Sensor - Multi-Level (2) 4 ft Fluorescent 78 Rapid Start Elec 74 Support - Lobby El Occ Sensor - Multi-Level (1) 26w Compact Fluorescent Triple 4 70 Support - Lobby El Occ Sensor - Multi-Level (1) 26w Compact Fluorescent Triple 4 4 Support - Lobby Ei Occ Sensor - Multi-Level (2) 4 ft Fluorescent 78 Rapid Start Elei 72 Library 1-2 & Office El Occ Sensor - Multi-Level (1) 26w Compact Fluorescent Triple 4 7 Library 1-2 & Office El • • • • • • • • • LTG-2A and LTG-3A EnergyPro 5.1 by EnergySofl User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 13 of 33 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone Total Cond. Floor Area 4,932 Addition Floor Area n/a GENERAL INFORMATiON Building Type: B Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg, 0 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: B New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 735 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ inspection Criteria Meets Criteria or Requirements Equipment^ inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) DHW Heater • • Equipment Type^: Electric Res DHW Boiler • • Number of Systems 1 • • Max Allowed Heating Capacity^ 6,824 Btu/hr • • Minimum Heating Efficiency^ 0.93 EF • • Max Allowed Cooling Capacity^ n/a • • Cooling Efficiency^ n/a • • Duct Location/ R-Value n/a • • When duct testing is required, submit MECH-4A & MECH-4-HERS n/a • • Economizer n/a • • Thermostat n/a • • Fan Control n/a • • Equipment^ inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment^ inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) Support - RR - Lobby • • Equipment Type^: Split DX • • Number of Systems 3 • • Max Allowed Heating Capacity^ 117,000 Btu/hr • • Minimum Heating Efficiency^ 97% AFUE • • Max Allowed Cooling Capacity^ 58,500 Btu/hr • • Cooling Efficiency^ 16.0 SEER/12.8 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • When duct testing is required, submit MECH-4A & iUECH-4-HERS No • • Economizer Fixed Enth (Non-lnteg) • • Thermostat Setback Required • • Fan Control Constant Volume • D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked, 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 14 of 33 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD Climate Zone Total Cond. Floor Area 4,932 Addition Floor Area n/a GENERAL iNFORMATION Building Type: B Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. 0 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: B New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 735 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment' inspection Criteria Meets Criteria or Requirements Equipment' inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) Office - Libraries • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity^ 117,000 Btu/hr • • Minimum Heating Efficiency^ 97% AFUE • • Max Allowed Cooling Capacity^ 48,500 Btu/hr • • Cooling Efficiency^ 16.0 SEER/13.0 EER • • Duct Location/ R-Value Conditioned / 8.0 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer Fixed Enth (Non-lnteg) • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment' Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) • • Equipment Type^: • • Number of Systems • • Max Allowed Heating Capacity^ • • Minimum Heating Efficiency^ • • Max Allowed Cooling Capacity' • • Cooling Efficiency' • • Duct Location/ R-Value • • When duct testing is required, submit MECH-4A & MECH-4-HERS • • Economizer • • Thermostat • • Fan Control • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5,7 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 15 of 33 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4^ MECH-1 C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 16 of 33 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-1 OA MECH-11A Equipment Requiring Testing or Verification Qty. Outdoor Ventilation For VAV & CAV Constant Volume 8i Single-Zone Unitary Air Distribution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variable Flow Control Automatic Demand Shed Control Carrier 597P5A 720524-22 iv/24ACS760A00o 3 El El • El El • • • • El Carrier 59TP5A120E24-22 w/24ACB748A00. 7 El El • B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5,7 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 17 of 33 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1 C Project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Test Performed By: Carrier 59TP5A120E24-22 w/24ACB760A00c 3 • • • • Carrier 59TP5A120E24-22 w/24ACB748A00. 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 18 of 33 LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG-2C Project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 POWER ADJUSTMENT FACTORS (PAF) FOR NON-DAYLIGHT CONTROLS A Separate PAF Worlcsheet Must Be Filled Out for Conditioned and Unconditioned Spaces. Controi Credits listed on this scheduie are only for: Q CONDITIONED SPACES • UNCONDITIONED SPACES A B C D E F G Room # Zone ID Areas Lighting Control Description' Plan Reference Room Area (ft') Watts of Control Lighting Power Adjustments Factor^ Control Credit Watts (ExF) Support - Lobby Occ Sensor - Multi-Level A 2,028 496 0,20 99 Support - Lobby Occ Sensor - Multi-Level AE 2,028 248 0,20 50 Support - Lobby Occ Sensor - Multi-Level B 2,028 868 0,20 774 Support - Lobby Occ Sensor - Multi-Level C 2,028 280 0,20 56 Support - Lobby Occ Sensor - Multi-Level CE 2,028 772 0,20 22 Library 1-2 & Office Occ Sensor - Multi-Level B 777 744 0,20 749 Library 1-2 & Office Occ Sensor - Multi-Level C 777 28 0,20 6 PAGE TOTAL 555 Note: Conditioned and Unconditioned Space shall be separately totaled Building total of non-daylight control credit watts for all pages of LTG-2C Page 1 of 2 Note: Conditioned and Unconditioned Space shall be separately totaled Enter building total of all daylight controls credit watts from LTG-2C Page 2 of 2 0 Note: Conditioned and Unconditioned Space shall be separately totaled BUILDING TOTAL OF ALL CONTROL CREDIT WATTS (FOR BOTH NON-DAYLIGHT AND DAYLIGHT CONTROL CREDITS) Enter in LTG-1 C; Page 4: Lighting Control Credit as appropriate for CONDITIONED or UNCONDITIONED Spaces 555 1. Description shall be consistent with Type of Control defined in Table 146-C 2. Power Adjustment Factor taken from Table 146-C EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 19 of 33 INDOOR LIGHTING POWER ALLOWANCE LTG-3C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 ALLOWED LIGHTING POWER (Chose One Method) A Separate LTG-3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on this page are only for: • CONDITIONED SPACES 0 UNCONDITIONED SPACES COMPLETE BUILDING METHOD BUILDING CATEGORY (From §146 Table 146-E) WATTS PER (ft') X COMPLETE BLDG. AREA ALLOWED WATTS Comp BIdg Auditorium 7,50 X 68 702 X X X X X X X X X X X X X X TOTALS AREA WATTS AREA CATEGORY METHOD BUILDING CATEGORY (From §146 Table 146-F) WATTS PER (ft') X Area ft' ALLOWED WATTS X X X X X X X X X X X X X X TOTALS AREA WATTS TAILORED METHOD Total Allowed Watts using the Tailored Method taken from LTG-4C (Page 1 of 4) Row 3 The indoor lighting power allowance using the Tailored Method of compliance shall be determined using the LTG-4C set of forms. A separate set of LTG- 4C forms shall be filled out for CONDITIONED and UNCONDITIONED spaces EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 20 of 33 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 Item or System Tags (i,e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Singie Zone, Paci<as e, VAV, or etc..) Item or System Tags (i,e. AC-1, RTU-1, HP-1) Support - RR - Lobby Office - Libraries Number of Systems 3 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pa ge Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 97% AFUE 97% AFUE MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 16.0 SEER/12.8 EER 16.0 SEER/13.0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 4.201 cfm 167 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(q) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic. Ceiling Ins. vented/8.0 Conditioned / 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 351.000 Btu/hr 117.000 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 736,684 Btu/hr 36.714 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) N/A Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) Fixed Enth (Non-lnteg) Fixed Enth (Non-lnteg) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 21 of 33 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 2) MECH-2C Project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 Item or System Tags (i.e. AC-1, RTU-1, HP-1)' Number of Systems MANDATORY MEASURES Equipment Efficiency Pipe Insulation PRESCRIPTIVE MEASURES Cooling Tower Fan Controls Cooling Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps>5HP DP Sensor Location WATER' SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops Indicate Page Reference on Plans or Specification' T-24 Sections 112(a) 123 144(a&b) 144(h) 144(h) 144(i) 144(i) 144(i) 144(j) 144(i) The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Service Hot Water, Pool Heating Item or System Tags (i.e. WH-1,WHP, DHW, etc...)' DHW Heater Number of Systems 7 indicate Page Reference on Plans or Schedule' MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111,113(a) Rheem 81VP10S Water Heater Efficiency 113(b) 0.93 EF Service Water Heating installation 113(c) Controls Req. Pipe Insulation 123 Required POOL AND SPA Pool and Spa Efficiency and Control 114(a) n/a Pool and Spa Installation 114(b) n/a Pool Heater - No Pilot Light 115(c) n/a Spa Heater - No Pilot Light 115(d) n/a Pipe insulation 123 n/a 1. The Proposed equipment needs to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 22 of 33 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft') CFM per ft= Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BXO.4 CFM / ft^ Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air Support - RR - Lobby 2,580 0,75 387 826 826 Worship area 7,575 1.07 1.685 7,685 3,375 Support - RR - Lobby 7o(a/ 2,577 4,207 Office - Libraries 777 0.15 117 777 767 Office - Libraries Total 777 767 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load .A.) is the larger ol the ventilation rates calculated on an AREA BASIS or for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V of the expected number of occupants and 50% of the CBC occupant load .A.) is the larger ol the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G), 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the desiqn zone outdoor airflow rate per §121. K Condition area (ft^) x 0.4 CFM / ft^; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided whers the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Desiqn Minimum Air (Column M), Column H minus M EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID-KHCARCA Page 23 of 33 MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-5C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Qly. Efficiency Tons Qty. GPM BHP Pump Control DHW / BOILER SUMMARY System Name Type Distribution Qty. Rated Input Vol. (Gals). Energy Factor or RE Standby Loss or Pilot Tank Ext. R-Value Status Rheem 81VP10S Small Elec. Kitchen Pipe Ins 7 6,824 70 0,93 n/a n/a New MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length (ft) Control Qty. HP Type in Plenum Outside Buried Add V2" Insulation • • • CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty. Output Aux. kW Efficiency Output Efficiency Status Carrier 59TP5A120E24-22 W/24ACB760A0 Split DX 3 117.000 0,0 97% AFUE 58,500 16.0 SEER/12.8 EER New Carrier 59TP5A120E24-22 w/ 24ACB748AC Split DX 7 117.000 0,0 97% AFUE 48.500 16.0 SEER/13.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP Carrier 59TP5A120E24-22 W/24ACB760A003 Constant Volume Fixed Enth (Non-lnteg) 1,800 0,73 none Carrier 59TP5A120E24-22 w/ 24ACB748A003 Constant Volume Fixed Enth (Non-lnteg) 1.400 0,73 none EnergyPro 5,7 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 24 of 33 MECHANICAL EQUIPMENT DETAILS (Part 2 of 2) MECH-5C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 ZONE SYSTEM SUMMARY SYSTEM VAV Fan Fan Cycles ECM Motor Zone Name System Name Type Qty. Heating Cooling Min CFM Ratio Reheat Coil CFM BHP Fan Cycles ECM Motor Outside Air • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXHAUST FAN SUMMARY EXHAUST FAN EXHAUST FAN EXHAUST FAN Room Name Qty. CFM BHP Room Name Qty. CFM BHP Room Name Qty. CFM BHP Mens-Womens-Baby Care-Janitor 1.0 800 0.25 EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-H-ISU4:49:24 ID: KHCARCA Page 25 of 33 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 DESCRIPTION Building Envelope Measures: 6118(a)- Installed insulating material shall have been certified by the manufacturer to comply with the California Quality ^ ^ Standards for insulating material, Title 20 Chapter 4, Article 3. . All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sn»(C). Sections 2602 and 707 of Title 24, Part 2. The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value ^ of no less than R-13 between framing members. 6117(a)- ^" Joihts and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ ^ '• weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.^ of §116(a) 1: window area, 0.3 cfm/ft.^ of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding), and 1,0 cfm/ft.^ for nonresidential double doors (swinging). §116(a) 2: Fenestration U-factor shall be rated in accordance wilh NFRC 100, or the applicable defaull U-factor. Ri ^ -5 Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the Snb{a)d: applicable default SHGC. 6116(b)' Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be ^ ' '' weatherstripped (except for unframed glass doors and fire doors). EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 26 of 33 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG-MM Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Indoor Lighting Measures: §131 (d): Shut-off Controls For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. 1. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feel. Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall ^ ^ ^' be certified and installed as directed by the manufacturer. §111: Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the projeci are certified and listed in the Directory. All installed fixtures shall be certified. §131 (a): Individual Room/Area Controls: Each room and area in this building is equipped with a separate swilch or occupancy sensor device for each area with floor-lo-ceiling walls. Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 walls §131 (b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for 6131 (c)' '^^ effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; ^ ' or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. §131 (c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less.6. Outdoor Lighting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets without permanently installed ballasts 61 "^^laV ^" permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens S ^ ^' per Watt or are controlled by a motion sensor, All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, ^ ' canopies, and all outdoor sales areas meel the Cutoff Requirements. §132(c)1: All permanently installed outdoor lighting meets the control requirements listed. „ , , Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi-Level Lighting Requirements ^^•^'^(^i- listed. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 27 of 33 CERTIFICATE OF COMPLIANCE (Part 1 of 4) OLTG-1C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Project Address CAMINO VIDA ROBLE CARLSBAD, CA 92010 Total Illuminated Area 29,143 GENERAL INFORMATION Phase of Gonstruction: • New Construction • Addition • Alteration Documentation Author's Declaration Statement 1 certify that this Certificate of Compliance documentation is accurate and complete. Name Randall Blackwood Signature Company Date Randall G. Blackwood. Architect 11/15/2012 Address 4870 Trail Street CEA# CEPE# City/State/Zip Norco. CA 92860 Phone 957.279,6546 Principal Lighting Designer's Declaration Statement • I am eligible under Division 3 of the Galifornia Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the Galifornia Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name Mario Perez. L.A. Signature Company Phone 760-484-0389 Address License # 7574 Casa Real Lane City/State/Zip Date San Marcos, CA 92078 Principal Lighting Designer's Declaration B 1 certify that this Certificate of Compliance documentation is accurate and compiete, and accounts for aii outdoor lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site, and that Additional Lighting Power Allowances for Specific Applications or Additionai Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards. Outdoor Lighting Mandatory Measures indicate iocation on buiiding plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS & WORKSHEETS (checl< box if worlcsheets is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms; please refer to the Nonresidential Manual published by the California Energy Commission. • OLTG-1C Certificate of Compliance. All 4 pages required on plans for all submittals. • 0LTG-2C (Pages 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or Ornamental Lighting. Optional on plans. • OLTG-2C (Pages 2 of 3) Lighting Wattage Allowance for Per Application or Per Area. Optional on plans. • OLTG-2C (Pages 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 28 of 33 CERTIFICATE OF COMPLIANCE (Part 2 of 4) 0LTG-1C Project Name KINGDOM HALL CARLSBAD Date 11/15/2012 COMPLIANCE FIXTURE / LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG-1 INST (Retain a copy and verify form is completed and signed.) Field Inspection • CERTIFICATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verify form is completed and signed.) Field Inspection • Luminaire Scheduie installed Watts A B C D E F G H 1 to 0) How wattage was determined Field Inspector^ Name or Item Tag Luminaire Description' See footnote below (i.e,: 1 lamp pole-top shoe-box 400 watt metal halide) Cutoff Designation Watts per Luminaire Special Featur Default from NA-8 According to §130 (D or E) Number of Luminaires Installed Watts (DXG) Pass U. Wl (1) 26w Compact Fluorescent Triple 4 Pin Elec 28,0 • El • 6 768 • • W2 (1) 18w Compact Fluorescent Quad 4 Pin Elec 27,0 • B • 4 84 • • W4 20w LED Elec 20.0 • • 5 100 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • [ • • • Enter totai into OLTG-1 C; Page 4 of 4: Row H; Totai instaiied Watts: 352 1. Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non-incandescent luminaires, indicate nominal lamp wattage and lamp type (i.e.: fluorescent, incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire wattage listed in column D shall be the maximum relamping rated wattage on a permanent factory-installed label on the luminaire, NOT the wattage of the lamp (bulb) used, in accordance with Section 130(d or e). 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. i Field inspeption • EXEMPT LUMINAIRES Name or Symbol Description of exempt luminaires in accordance with §147 I Field Inspection •" MANDATORY CONTROLS # Description Location # Description Location SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of OLTG-1 C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that othenwise complies based on the adequacy of the special justification and documentation submitted. Filed Inspector Notes or Discrepancies: EnergyPro 5.7 bv EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 29 of 33 CERTIFICATE OF COMPLIANCE (Part 3 of 4) OLTG-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE: • OLZ1 • 0LZ2 Q OLZ3 • OLZ4 Is the Outdoor Lighting Zone: B Default in accordance with §10-114, or • Amended by JHA Complete the information below if the default Outdoor Lighting Zone has been amended bythe local jurisdiction having authority (JHA): ^ The site is a government designated park, recreational area, wildlife preserve, or portion thereof, and has been designated as LZ2 or LZ3, in accordance with Table 10-114-A, because the site is contained within such a zone. 1^ The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has notified the Energy Commission by providing the materials required in §10-114(d) to the Executive Director. • The adopted change is posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147-C used? • Yes B No Complete the information below if additional lighting power allowances for ordinance requirements are used: • The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that allowed for formal public notification, review, and comment about the proposed change. • The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials required §10-114(f) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, 0LTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The 0LTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG-2A' Equipment Requiring Testing Description Qty. of Like Controls Location Outdoor Lighting Acceptance Tests 1, Insert: OMS for Outdoor Motion Sensor; OLSC for Outdoor Lighting Shutoff Controls; OP for Outdoor Photocontrol; ATS for Astronomical Time Switch; and, STS for Standard (non-astronomical) Time Switch acceptance. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 30 of 33 CERTIFICATE OF COMPLIANCE (Part 4 Of 4) OLTG-1 C Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 ALLOWED AND NSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance Lighting power allowance for general hardscape (from 0LTG-2G Page 1 of 3) 4,307 B Specific application lighting wattage allowance per unit length (from OLTG-2C Page 1 of 3) Specific application lighting wattage allowance for ornamental lighting (from OLTG-2G Page 1 of 3) Specific application lighting wattage allowance per application (from OLTG-2G Page 2 of 3) Specific application lighting wattage allowance per area (from OLTG-2G Page 2 of 3) 352 Specific application lighting wattage allowance for ordinance requirements (from OLTG-2G Page 3 of 3) Total Allowed Wattage = Sum of rows A through F: 4,659 H Total installed watts (from Compliance Fixture Schedule, (from OLTG-2G Page 1 of 3) 352 Complies if wattage in row H is less than or equal to the wattages in row G 0 Yes • No EnergyPro 5.7 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:2 ID: KHCARCA Page 31 of 33 OUTDOOR LIGHTING WORKSHEET (Part 2 of 3) OLTG-2C Project Name Date KINGDOM HALL - CARLSBAD 11/15/2012 0. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION DETERMINE WATTAGE ALLOWANCE DESIGN WATTS ALLOWANCE A B C D E F G H 1 J Specific Lighting Application Number of Applications Specific Application Allowance (watts) Wattage Allowance (BXC) Luminaire Symbol Luminaire Type Lumin QTY Watts Per Luminaire Design Watts (GXH) Allowed Watts Minimum of D or 1 Enter total into OLTG-1 C; Page 4 of 4; Row D; Specific Application Wattage Allowance Per Application 0 E. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANC E PER AREA DETERMINE WATTAGE ALLOWANCE LUMINAIRE TYPE DESIGN WATTS A B C D E F G H 1 J Specific Lighting Application Illuminated Area of Application Specific Application Allowance (watts per ft^) Wattage Allowance (BXC) Code for Luminaire Type Luminaire Type Lumin QTY Watts Per Luminaire Design Watts (GXH) Allowed Watts Minimum of D or 1 Exterior Facade Lighting 3,000 0,350 1.050 Wl (1) 26w Compact Fluorescent Triple 4 F 6 28,0 768 352 W2 (1) 18w Compact Fluorescent Quad 4 F 4 27,0 84 W4 20w LED Elec 5 20,0 700 Enter total into OLTG-1 C; Page 4 of 4; Row E; Specific Application Lighting Wattage Allowance Per Area 352 EnergyPro 5.7 by EnergySoft User Number: 5694A RunCode: 20'J2-11-15T14:49:24 )D: KHCARCA Page 32 of 33 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name KINGDOM HALL - CARLSBAD Date 11/15/2012 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123, §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: IA. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or IB. An occupancy sensor to control the operating period of the system; or IC. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b): Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121 (e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified §121 (e): on these plans. § 122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §121 (f): Ventilation System Acceptance, Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water IHeating Systems §113(C) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110 ° F, 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-11-15714:49:24 ID: KHCARCA Page 33 of 33 BUILDING ENERGY ANALYSIS REPORT PROJECT: CARETAKER'S UNIT Camino Vida Roble Carlsbad, CA 92010 Project Designer: 1574 Casa Real Lane San Marcos, CA 92078 760-484-0389 Report Prepared by: Randall Blackwood Randall G. Blackwood, Architect 4810 Trail Street Norco, CA 92860 951.279.6546 0 Job Number: 2012-CKH Date: 10/29/2012 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 4 i 0 4 % EnergyPro 5,1 by EnergySoft Job Number: ID: 2012-CKH User Number: 5694A PERFORMANCE CERTIFICATE: Residential (Part 1 of 5) CF-1R Project Name CARETAKER'S UNIT Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 10/29/2012 Project Address Camino Vida Roble Carlsbad California Energy Climate Zone CA Climate Zone 07 Total Cond. Floor Area 879 Addition n/a tt of stories 1 FIELD INSPECTION ENERGY • Yes • No HERS Measures -- If El Yes • No Special Features -- If CHECKLIST Yes, A CF-4R must be provided per Part 2 of 5 of this form. Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ff) Features (see Part 2 of 5) Status Wall WocxI Framed R-13 960 New Door Opaque Door None 40 New Roof Wood Framed Attic R-30 879 Venting New Slab Unheated Slab-on-Grade None 879 Perim = 120' New FENESTRATION U- Exterior Orientation Area(ft^ Factor SHGC Overhang Sidefins Shades Status Front (SE) 20.0 0.550 0.67 none Bug Screen New Left (SW) 20.0 0.550 0.67 none Bug Screen New Rear(NW) 18.0 0.550 0.67 none Bug Screen New Right (NE) 20.0 0.550 0.67 none Bug Screen New HVAC SYSTEI\flS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status Centra/ Furnace 96% AFUE Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R-Value Status HVAC System Ducted Ducted Attic. Ceiling Ins. vented 8.0 New WATER HEATING Qtv- Type Gallons Min. Eff Distribution Status 7 Instant Gas 0.80 Kitchen Pipe Ins New EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 3 of 11 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R Project Name CARETAKER'S UNIT Building Type B Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 10/29/2012 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that othen/vise complies based on the adequacy of the special justification and documentation submitted. The Roof R-30 Roof Attic Concrete Tile (10 #/sf) Roofing 1/150 Vent Area requires verification. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 4 of 11 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1R Project Name CARETAKER'S UNIT Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date ^0/29/207^ ANNUAL ENERGY USE SUMMARY standard Proposed Margin "•"^^ (kBtu/ft^-yr) Space Heating 7.14 6.90 0.24 Space Cooling 2.25 5.15 -2.90 Fans 2.53 3.65 -1.13 Domestic Hot Water 30.90 19.47 11.43 Pumps 0.00 0.00 0.00 Totals 42.82 35.17 7.65 Percent Better Than Standard: 17.9% BUILDING COiVIPLIES - NO HERS VERIFICATION REQUIRED Building Front Orientation: Number of Dwelling Units: Fuel Available at Site: Raised Fioor Area: Slab on Grade Area: Average Ceiling Height: Fenestration Average U-Factor: Average SHGC: fSE) 735 deg 7,00 Natural Gas 0 879 9.0 0.55 0.67 Ext. V\/alls/Roof (SE) (SW) (NW) (NE) Roof Wall Area 308 237 308 237 879 TOTAL: Fenestration/CFA Ratio: Fenestration Area 20 20 78 20 0 78 8,9% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Randall G. Blackwood. Architect Address 4810 Trail Street City/State/Zip Norco. CA 92860 Name Fisndall Blackwood Phone 957,279,6546 10/29/2012 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Address 1574 Casa Real Lane Name tJlario Perez. L.A. City/State/Zip San Marcos, CA 92078 Pfione 760-484-0389 Signed License # Date EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 5 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1R Project Name CARETAKER'S UNIT Building Type 0 Single Family • Multi Family • Addition Alone • Existing+ Addition/Alteration Date 70/29/20721 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Surface Type Area U- Factor Cavity Exterior Frame Interior Frame Azm Tilt Status Joint Appendix 4 Location/Comments Wall 268 0,702 R-13 735 90 New 4.3,7-A3 Apartment Door 20 7,450 None 735 90 New 4,5,7-A 7 Apartment Wall 277 0.102 R-13 225 90 New 4,3,7-A3 Apartment Wall 270 0,702 R-13 375 90 New 4,3,7-A3 Apartment Door 20 7,450 None 375 90 New 4,5,7-A7 Apartment Wall 277 0.702 R-13 45 90 New 4.3.7-A3 Apartment Roof 879 0.031 R-30 375 78 New 4,2,7-A20 Apartment Slab 879 0.730 None 0 780 New 4,4,7-A 7 Apartment FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC"^ Azm Status Glazing Type Location/Comments 7 Window 20,0 0,550 Default 0.67 Default 735 New Double Non Metal Clear Apartment 2 Window 20.0 0,550 Default 0.67 Default 225 New Double Non Metal Clear Apartment 3 Window 780 0,550 Default 0.67 Default 375 New Double Non Metal Clear Apartment 4 Window 20,0 0.550 Default 0.67 Default 45 New Double Non Metal Clear Apartment (1) U-Factor Type: 116-A: (2) SHGC Type: 116-B: Default Table from Standards, NFRC = Default Table from Standards, NFRC = Labeled Value Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Overhang Left Fin Right Fin ID Exterior Shade Type SHGC Hgt Wd Len Hgt LExt RExt Dist Len Hgt Dist Len Hgt 7 Bug Screen 0,76 2 Bug Screen 0.76 3 Bug Screen 0,76 4 Bug Screen 0,76 EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 6 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name CARETAKER'S UNIT Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 10/29/2012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area (ft^) Volume Year Built System Name Zone Name New Existing Altered Removed Volume Year Built HVAC Sysfem Apartment 87< 7,970 Totals 87£ ) 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 7 Central Fumace 96% AFUE Split Air Conditioner 74,5 SEER Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status HVAC System Ducted Ducted Attic. Ceiling Ins. vented 8,0 • New • • • • WATER HEATING SYSTEMS System Name Qty. Type Distribution Rated Input (Btuh) Tank Cap. (gal) Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bosch 250SXO 7 fnstant Gas Kitchen Pipe Ins 175.000 0 0,80 n/a n/a New MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft) Add V2 Insulation System Name Pipe Length Pipe Diameter Insul. Thick. Control ay. HP Plenum Outside Buried Add V2 Insulation System Name Pipe Length Pipe Diameter Insul. Thick. • • • • • EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 7 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Project Name Date CARETAKER'S UNIT 10/29/2012 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, GF-1R-ADD, or CF- 1R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111 (a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the instaiiation of a Cool Roof is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM El677-95(2000) when specified on the CF-1 R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no qreater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)1 A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(1): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(1)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(1)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1R Project Name CARETAKER'S UNIT Date 70/29/2072 §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket. §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 fta may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 9 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1R Project Name CARETAKER'S UNIT Date 10/29/2012 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual- on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Undenwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one ofthe following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptioni to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided thatthe motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). § 150(k) 15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130,132,134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130,131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119. EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 70 of 77 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name CARETAKER'S UNIT Date 10/29/2012 System Name HVAC Systenn Floor Area 879 ENGINEERING CHECKS SYSTEIM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 58,000 Total Room Loads 442 9,408 707 314 12,388 Total Output (Btuh) 58,000 Return Vented Lighting 0 Output (Btuh/sqft) 66.0 Return Air Ducts 300 522 Cooling System Return Fan 0 0 Output per System 28,800 Ventliation 0 0 0 0 0 Total Output (Btuh) 28,800 Supply Fan 0 0 Total Output (Tons) 2,4 Supply Air Ducts 300 522 Total Output (Btuh/sqft) 32,8 Total Output (sqft/Ton) 366,2 TOTAL SYSTEM LOAD 10,009 707 13,431 Air System CFM per System 1,100 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,100 Carrier 59SP5A060E17-14* w/ 24ACB330A003 21,048 6,914 58,000 Airflow (cfm/sqft) 1,25 Airflow (cfm/Ton) 458,3 Outside fiir (%) 0,0 % Total Adjusted System Output 21,048 6,914 58,000 Outside Air (cfm/sqft) 0,00 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F 68 "F Outside Air Ocfm 68 °F •4 68 "F 105 "F — 1 Supply Fan Heating Coil 1,100 cfm 105 °F ROOM 68 °F _l COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Pealc) 83 / 68 °F Outside Air Ocfm 75/61 °F =• 75 / 61 -F 75 / 61 °F 55 / 54 °F Supply Fan 1,100 cfm Cooling Coll 55 / 54 °F 46,0 % ROOM 75 / 61 °F _! EnergyPro 5.1 by EnergySoft User Number: 5694A RunCode: 2012-10-29713:25:18 ID: 2012-CKH Page 11 of 11 NOISE IMPACT ANALYSIS KINGDOM HALL CITY OF CARLSBAD, CALIFORNIA Prepared for: NRI Corpororation Attn: Neil Immegart 132 N. El Camino Real, #305 Encinitas, CA 92024 Date: March 16,2011 ProjectNo.: P10-X12N NOISE ANALYSIS A noise impact analysis was previously completed for the proposed Kingdom Hall on El Camino Real near Camino Vida Roble (May 11, 2009). The site layout is proposed for revision to relocate the sanctuary southward on the parcel and to build a caretaker apartment at the northem end of the narrow parcel. The distance from the roadway to the sanctuary building is not proposed to substantially change. The previous findings regarding the ability to meet City of Carlsbad interior noise standards with standard construction practice remain unchanged. The previous analysis did not consider the noise impact to the two proposed caretaker units. A single caretaker apartment is now proposed at the far northem portion of the site. This updated analysis evaluates the mitigation measures, if any, needed to achieve the City of Carlsbad noise standards for residential use. The City's threshold for usable exterior space (patio, balcony, yard, etc.) is 60 dB CNEL. The interior standard is 45 dB CNEL. The previous analysis had undertaken a limited short-term noise measurement program and based the bulk of the analysis on computer modeling of traffic noise propagation from general plan build-out projections. This approach was consistent with the peak noise hour "Leq" metric that applies to houses of worship. The CNEL metric is a weighted 24-hour exposure. A 24-hour noise measurement was therefore made to establish baseline CNEL levels. The nose meter was placed on the Camino Vida Roble "stub-out" at 50 feet from the El Camino Real centerline as shown in Figure 1. At the time of the 24-hour measurement, the caretaker unit was planned to be located close to the monitoring location. The sanctuary and caretaker locations have been somewhat "flipped" in the most current plan. However, the noise level at the measurement location is expected to be identical to the caretaker apartment for the same set-back distance. Since the site is graded and there was no secure meter mounting location available, the measurement site was considered acoustically equivalent of the now proposed caretaker location. The measured existing week-day noise level was 67.4 dB CNEL at 50 feet from the centerline as summarized in Table 1. Traffic noise rises quickly between 6-7 a.m. and stays fairly constant for 12 hours until after 7 p.m. The peak noise hours(s) of 60 dB Leq were almost identical to the weighted 24-hour CNEL of 67.4 dB. Traffic growth between now and build-out is projected to increase noise by +2.6 dB (log of build-out ADT divided by current ADT times 10.0). The Future design noise level at 50 feet from the El Camino Real centerline will be 70.0 dB CNEL. At the caretaker vmit patio wall, distance spreading losses will be -3.5 dB. At the caretaker building fa9ade, the geometrical spreading losses will be -3.8 dB. Kingdom Hall Figure 1 Kingdom Hall Noise Meter Location Kingdom Mall Table 1 On-Site Noise Measurement Summary (dB) (November 18-19,2010) Time Interval Leq Lmax Lmin | 0:00-1:00 54 74 35 1:00-2:00 50 70 31 2:00-3:00 53 70 34 3:00-4:00 52 71 34 4:00-5:00 56 72 35 5:00:6:00 60 76 35 6:00-7:00 64 78 41 7:00-8:00 67 79 42 8:00-9:00 66 76 52 9:00-10:00 67 82 45 10:00-11:00 66 84 45 11:00-12:00 65 77 45 12:00-13:00 66 79 52 13:00-14:00 66 77 45 14:00-15:00 68 91 52 15:00-16:00 67 77 52 16:00-17:00 68 90 52 17:00-18:00 66 76 45 18:00-19:00 65 82 52 19:00-20:00 63 76 43 20:00-21:00 63 74 41 21:00-22:00 62 77 39 22:00-23:00 60 79 36 23:00-24:00 57 72 35 CNEL= 67.4 dB Kingdom Hall EXTERIOR NOISE COMPLIANCE The FHWA Highway Traffic Noise Prediction Model (FHWA-77-108) was used to calculate the noise level for exterior recreational space on the rear patio facing El Camino Real. Noise shielding by a rear wall with a height of 6 feet above pad grade is seen in Figure 2 to reduce noise levels to 59.8 dB CNEL at five feet into the caretaker patio. This meets the City of Carlsbad exterior standard. INTERIOR NOISE COMPLIANCE The building facade noise loading of 21.5 dB (66.5 CNEL build-out to 45 dB CNEL City Standard) is readily achieved by standard construction practice. The stractural noise attenuation from wood-frame stractures with stucco exteriors is approximately equal to the sound fransmissions class (STC) of the windows. The Califomia Building Code requires that all mandatory dual-paned windows in habitable rooms must be rated at STC=30 or better. The code also requires that exterior walls be rated at STC=30 or better. In order to allow for window closure, the 2011 Building Code fiirther requires the provision of supplemental fresh air ventilation to allow for window closure. With implementation of building code requirements, the noise level reduction for habitable rooms facing El Camino Real will be close to -30 dB with closed windows. This will meet the City Standard with an 8 dB margin of safety. Building plans must indicate code compliance features related to window sound ratings, exterior wall robustness and fresh air intake on the whole house ventilation system. With such code compliance, interior noise exposures will be well within City of Carlsbad thresholds. NOISE MITIGATION SUMMARY To attenuate noise within the Kingdom Hall sanctuary project to 45 dB Leq or less, the use of windows with an STC rating of 30 and solid core doors are required on the west, north and south facades which have a view of the El Camino Real roadway. Kingdom Hall FIGURE 2 Kingdom Hall Target 24-hour CNEL 60 50 ft Reference SPL Distance to Receiver 117 Type Day Evening Night ONEL Distance to Wall 112 Auto 68.00 66.30 59,50 69.13 Elevation Change 0 Medium Trucks 59.45 52.98 49,00 59.12 Height of Receiver 5 Heavy Trucks 59.88 50.82 51,10 60.07 Hard or Soft Site Hard 69,12 66,61 60.41 70,01 Req'd Height of Wall 6 Attenuated SPL Hvy Auto Med Truck Truck Type Day Evening Night ONEL Vehicle Height 0 2.3 8 Auto 64,30 62.60 55.80 65.43 Net Receiver Height 5 2.7 -3 Medium Trucks 55,76 49.29 45.31 55.43 Net Wall Height 6.00 3.70 -2,00 Heavy Trucks 56,19 47.13 47.41 56.38 Direct LOS Height 4,79 2.58 -2.87 65.42 62.92 56.72 66,31 Effective Wall Height 6,00 3,70 -2.00 Resulting Noise Levels Medium Heavy 24-hour Direct Distance (CD) 117,11 117.03 117.04 Auto Truck Truck CNEL Indirect Distance (01) 117,26 117,16 117.12 Total Attenuated Noise 58.79 49.06 50,77 59,81 Difference (A) 0,153 0,129 0.078 Fresnel Adjusted 0,150 0,126 0.077 Reduction (NLR) 6,64 6.36 5.61 Miijtjruck Miijtjruck . Wall ^77 Receiver • ^ ^—• .--^^ Med Truck ^ ^.^^-""^ ^^^^^^ 50 100 150 Distance (ft) < OQ •a Ul z o Wall Height (ft) Kingdom Hall Leam about Panasonic's FV-15VQ5 Page 1 of 2 Panasonic > WhisperCeilinq > FV-15VQ5 FV-15VQ5 WfiisperCeiling™ 150 CFM Ceiling Mounted Fan See Dealer for Price industrial support i search B Print this paqe s Email this page •* View/compare all models overview Quiet Operation at .25" Water Gauge WhisperCeiling™ fans feature a totally enclosed condenser motor and a double- tapered, dolphin shaped bladed blower wheel to quietly move air. Since .1" w.g. is an unrealistic amount of static pressure when installed, our fans have been rated at .25" w.g., the industry standard for performance measurement for ASHRAE, ENERGY STAR®, LEED for Homes; and HVL Panasonic leads the way with incomparable sone levels at both ,1" and .25" w.g. Continuous, Trouble-free Operation for Many Years This fan is designed to give you continuous, trouble-free operation for many years thanks in part to its high-quality components and permanently lubricated motors which wear at a slower pace. Also, since heat is always detrimental to motor life (the cooler the environment, the longer the motor will last), we designed the electrical configuration of this model's condenser motor to allow it to operate at lower temperatures, Increasing the life of the motor and bearings. And, the fan housing is made of heavy-gauge zinc galvanized steel and painted to protect it from rust. User-Friendly Installation Detachable adaptors, firmly secured duct ends, adjustable mounting brackets (up to 26"), fan/motor units that detach easily from the housing and uncomplicated wiring all lend themselves to user-friendly installation. This model also features a double-hanger bar system for ideal positioning. Energy Star® Qualified for Energy Savings Energy Star® qualified products feature super-quiet operation and high CFM-to- Watt efficiency. The Energy Star® program was created to help consumers identify products that can save them money and protect the environment by saving energy. As an Energy Star® partner, all our fans are Energy Star® qualified and labeled accordingly. Tired of Coid Air Coming Through Your Ventilation Fan? This Panasonic fan has a built-in damper to prevent backdraft, which helps to prevent outside air from coming through the fan. Loose fill or batt insulation can be placed directly over the fan housing to prevent heat from escapin 0 http://catalog2.panasonic.com/webapp/wcs/stores/servletModelDetail?displayTab=i >etail?displayTab=0&stor... 1/31/2013| Learn about Panasonic's FV-15VQ5 Page 1 of 2 Paiiasonk: > WhisperCeilinq > FV-15VQ5 FV-15VQ5 WhisperCeiling™ 150 CFM Ceiling Mounted Fan See Dealer for Price View/compare all models overview features Static Pressure (in inches w.g.) ^ Air Volume (CFM) Noise (sones) Power Consumption (Watts) Energy Efficiency (CFM "s/Watt) Speed (RPM) Current (Amps) Power Rating (V/Hz) Motor Type Type of Motor Bearing Thermal Fuse Protection Blower Wheel Type Duct Diameter (inches) Mounting Opening (inches sq.) _ ^ _ _ _ _ Grille Size (inches sq.) UL Listed for Tub/ Shower Enclosure Washington State VIAQ Code California Title 24 Compliant 0.1 0.25 150 @ 0.1" static pressure 127 @ .25" static pressure <0.3 @ 150 CFM 0.5 @ 127 CFM 28.4 @ 150 CFM 27.3 @ 127 CFM 5.3 @ 150 CFM 4.7 @ 127 CFM Mfg in ISO 9001 Certified Facility Energy Star Qualified 691 @ 150 CFM 911 @ 127 CFM 0.24 @ 150 CFM 0.23 @ 127 CFM 120/60 Condenser Ball Yes Sirocco 6" 101/2" 13" Yes Yes Yes Yes Yes http://catalog2.panasonic.com/webapp/wcs/stores/servlet/ModelDetail?storeId=11201&cat... 1/31/2013 Leam about Panasonic's FV-15VQ5 Page 2 of 2 Gross Weight (lbs.) 11.5 Dimensions (H x W x D) 10,83" x 14.17 ' x 16.73" Weight 11.46 Ibs Features, specifications & pricing subject to change wittiout notice. Dyrigh* © 2009 ponajtinic Corporafiori of Horih flmerica, iil; rights ressrued ---•r-v- .=i...u Online rTi:.!o,;y Policy ••^•^--f- http://catalog2.panasonic.com/webapp/wcs/stores/servlet/ModeIDetail?storeId=l 1201&cat... 1/31/2013 AquaStar 2400EO Tankless Water Heater with Electronic Ignition for Outdoor InstallaiiDn This Model fa « Qualifies for U.S, Federal Tax Credit Now you can install your Bosch tankless water heater outside and eliminate the need for costly venting components. The attractive design of the Bosch AquaStar Model 2400EO will complement any house style and color, while freeing up valuable space in your home. With an efficiency rating of 87%, i the ability to supply two showers running simultaneously, and a digital temperature control, you'll be all smiles with your new Bosch AquaStar 2400EO water heater. BOSCH invented for life it 0 AquaStar 2400EO Electronic ignition - Outdoor installation. Endless hot water for 2 major applications at a time. Features • installs outside the home • Freeze protection to 5'F • No vent pipe needed • Delivers over 6 gallons per minute, enough to run two showers at once • 12-year warranty on heat exchanger - 2 years on parts • Provides ENDLESS supply of hot water • Saves up to 50% off utility costs • Smaller than a suitcase and weighs only 47 pounds • Electronic ignition - plugs into 120V (no standing pilot) • W^ireless remote thermostat available (part #TSTAT2) Solid Copper Heat Exchanger Freeze Protection On/Off Switch Reset Button Temperature Buttons Technical Specifications Power Input Natural Gas: 35,000 - 175.000 Btu LP Gas: 31,000 - 175,000 Btu Minimum Flow to Activate 0.8 gallons per minute (gpm) Flow Rates Energy Factor Thermal Efficiency Dimensions 45°F rise @ 6.4 gpm 55'F rise @ 5.2 gpm GST rise @ 4.5 gpm 77°F rise @ 3.7 gprn 90°F rise @ 3.2 gpm NG: .85 LP: .86 NG: 87% LP: 86% H: 26" W: 15 %" D: 8 Weight 47 lbs. Modulating Gas Valve Yes Ignition Electronic Accessories V^^lreless Remote Thermostat (iSTAT2) Ufe Expectancy 20+ years Instaiiation Specifications Gas Connection Water Connections %" Male NPT Male NPT Natural Gas Pressure Minimum: 5" WC Maximum: 14" WC Liquid Propane Pressure Water Pressure Electrical Supply Minimum: 11" WC Maximum: 14" WC Minimum: 30 PSI Maximum: 150 PSI 120V (plugs in) Wireles.-; Remote available for setting/changing water temperature without leaving the house. (Part itTSTAr2) Ref. Description Min. distances A B C DirecUy below or from an opening: operable windows, doors and any fresti air 4tt. D From any adjacent wal! or sfirubt)ery 4 ft. E Below a gutter, sanitary pipework, eaves or overhang 3 ft. F Above ground 1 ft. G From a gas meter or gas regulator 3tt. 8BT NORTH AMERICA CORPORATION Bosch Group Bosch Water Heating 340 Mad River Park Waitsfleld, VT 05673 866-642.3199 • www.boschhotwater.com Roof Downblast Exhaust Belt & Direct Drive GB-101 • G-103 SGREENHECK Building Value in Air. 24% (619) 300 250 '23% (603) r 4%(m) VA(44) 19 f483> 2 150 S 100 50 Damper Size = 12x12 (305 x 305) Roof Opening = 14^/4 x 1414 068x368) Shroud Thickness = 0.051 (1.3) Motor Cover Thickness = 0.040 (1.0) Curb Cap Thickness = 0.064 (1.6) '^Approximate Unit Weight G/GB = 54/61 lbs. (24/28 kg) AU dimensions in inches (millimeters). 'May be greater depending on motor. ^Weight shown is largest cataloged Open Drip-Proof motor. 0 200 40D 600 800 1000 1200 1400 1600 Volume (cfm) 0 500 1000 1500 Volume (m ^r) 2000 2500 Direct Drive RPM rC-860 RPM 8-1140 RPM A-1725 RPM VG-17'25 RPM j MotoryP--..- j Belt Tf Direct " Fan RPM 0.125 0.25 Static Pressune in Inches wg 0.375 0.5 0.625 0.75 0.875 1.25 720 •I VG- ! |! C-1^ I 860 1/4 is i I (f e ^ i ^ CO • 1000 B-1/6 i 1140 1/3 t 1245 s j 1350 j 1450 j 1555 i i 1660 A-1/4 \ 1725 i 1800 CFIM BHP Sones CF1VI BHP Sones CFIM BHP Sones CFM BHP Sones CFM BHP Sones CFM BHP Sones H=M BHP Sones CFM BHP Sones CFM BHP Sones CFM"^' BHP Sones CFM BHP Sones 610 0.02 3.8 729 0.03 4.6 848 0.05 5.5 966 0.07 6.6 1055 0.10 7.5 1144 0.12 8.5 1229 0.15 9.3 1318 0.19 10.2 1407 0.23 11.4 1462 0.25 12.2 1525 0.29 13.3 477 0.02 2.7 623 0.04 3.7 753 0.05 4.8 883 0.08 6.0 978 0.10 7.0 1073 0.13 8.1 1162 0.16 9.0 1255 0.19 10.0 1348 0.23 13A "1405" 0.26 11.9 1471 0.30 12.8 473 0.04 2.9 654 0.06 4.4 805 0.09 5.7 908 0.11 6.7 1006 0.13 7.8 1099 0.16 8.7 1196 0.20 9.7 1292 0.24 10.7 MAXIMUM BHP AT A GIVEN RPM = (RPM/2593f MAXIMUM RPM = 1800 TIP SPEED (Wmm) = RPM x 2.913 MAXIMUM MOTOR FRAME SIZE = 56 0 481 0.05 3.4 702 0.09 5.2 824 0.11 6.3 938 0.14 7.7 1041 0.17 8.4 1140 0.21 9.4 1238 0.25 10.4 507 0.08 4.1 715 0.11 5.7 851 0.14 7.2 965 0.17 8.0 1079 0.22 8.9 1187 0.26 10.1 1351 0.27 11.5 1419 0.30 12.5 1298 0.28 11.2 1368 0.31 12.4 1250 0.29 10.9 1321 0.33 12.2 731 0.14 6.7 878 750 0.17 0.17 7.5 6.9 1005 917 791 0.22 0.22 0.21 8.4 8.0 7.5 1122 1050 963 841 0.26 0.26 0.26 0.25 9.6 9.1 8.7 8.1 1193 1126 1052 955 0.29 0.29 0.29 0.29 10.3 10.0 9.5 9.0 1270 1209 1142 1065 0.33 0.33 0.33 0.33 11.4 10.9 10.6 10.2 793 0.30 9.3 Pettotmance certified is for installation type A: Free inlet, Free outlet. Power rafting (BHP) does not include transmission losses. Petformance ratings include the effects ot a birdscrsen. The sound ratings shown are loudness values in hemispherical sones at 5 ft (1.5 m) In a hemispherical free field calculated per AMCA Standard 301. Values shown are for installation type A: free inlet hemispherical sone levels. 21 COMMUNITY ^ CITY OF FACILITIES Development Services Building Division ^ CITY OF DISTRICT NO. 1 1635 Faraday Avenue CARLSBAD NON-RESIDENTIAL B-32 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. Palomar Cong. Of Jehovah's Witnesses Name of Owner P.O. Box 130846 Address Carlsbad, CA 92013 760-618-0422 Telephone 2420 Camino Vida Roble Project Address Carlsbad, CA CfZ.U I I City, State 213-110-16-00 Zip City, State Zip Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor PC12-74 // CB122613 // CB122614 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, Califomia, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $ 5,379.00 Owner's Initials OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. •Maximum annual Special Tax: $ 742.84 Owner's Initials I DO HER SUBJEC CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE PERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Sigifi^tujje:^ Proj^ptff'&mer *rint Name Title Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this infonnation. Land Use CHURCH Imp Area i FY 2012/13 Annex date 06/2002 Factor $1.0758 X Square Ft, 5000 = $5,379.00 B-32 Page 1 of 1 Rev, 07/09 COMMUNITY Development Services Building Division 1635 Faraday Avenue CITY OF FACILITIES DISTRICT NO. 1 Development Services Building Division 1635 Faraday Avenue CARLSBAD RESIDENTIAL B-33 760-602-2719 www.carlsbadca.gov RESIDENTIAL CERTIFICATE: Developer of Residential Land, please read this agreement carefully and be sure you thoroughly understand before signing. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. Palomar Cong. Of Jehovah's Witnesses CARETAKER'S RESIDENCE Name of Owner Name of Project 2430 Camino Vida Roble PC12-74//CB122614 Address Carlsbad Tract Number Carisbad, CA 920 IT City, State Zip 760-618-0422 1 Telephone Number Total Number of Units 213-110-16-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by Gounty Assessor As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. As cited in Policy 33 and adopted by the City Council, this Special Tax will not be allowed to pass through to the homeowner. At the time a building permit is issued the Special Development Tax - One-Time is due per dwelling unit. In addition, there may be Special Taxes outstanding on the current tax roll or if a permit is issued after March 1, taxes will be levied in the coming fiscal year. All of these special taxes are the responsibility of the developer. Accordingly, I agree to pay all of these current, outstanding and future Special Taxes. These taxes mav not be apportioned to the homeowner as part of escrow closing. (Note: Regular county taxes may be prorated.) I understand that by signing this I am agreeing to this provision. I DO HEREBY CERTiFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT i UNDERSTAND AND WILL COMPLY WITH THE PROVISISON AS STATED ABOVE. Titi/ Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness ofthis infonnation. Annex Date 06/2002 Imp.Area 1 Density 1.51 = $3,524.12 FY 2012/13 B-33 Page 1 of 2 Rev, 03/09 RESIDENTIAL CERTIFICATE CONTINUED: The reverse side of this form explains the obligation of the residential developer to take responsibility for the payment of all special taxes - the "One-Time Special Tax" collected at building permit per dwelling unit and the "Annual special Tax - Undeveloped Property" levied annually against undeveloped parcels per net developable acre. (A parcel is classified as undeveloped if as of March 1 of the previous fiscal year a building permit has not been issued.) Further clarification of the two types of special tax can be found in the information packet. By signing this certificate the developer is attesting to the fact that they have been made aware and fully understand this responsibility. To can7 out this responsibility the developer must perform three steps: Inform the escrow company of the obligation of the developer to be certain that the Annual special Tax - Undeveloped Property levied annually on the tax roll shown on the property tax bill is not prorated to the homebuyer. Obtain the Annual Special Tax - Undeveloped Property amount levied on the parcel. For escrows that close after approximately October 15*^, the escrow company can obtain this amount from the current tax bill. For escrows that close between July 1 and approximately October 10*^ the information is available each July 1 by contacting the Community Facilities District Administrator, Barbara Hale-Carter of Special District Financing & Administration at (760) 233-2633. (Please provide the parcel number(s) and fax number.) Inform the homebuyer that the developer has fulfilled the obligation and that the special tax lien currently recorded against the property will be released once the outstanding special tax is paid. The item will still appear on the property tax bill for the current tax roll year only. Ultimately it is the homeowners responsibility to make the property tax bill installments. Interest and penalty will accrue on the special tax in the same amount and manner as regular county property taxes. A lien release will be processed the following October. Please note, there can be several community facilities districts titled, Communities Facilities District No. 1. An example is the Carlsbad Unified School District, Community Facilities District No. 1. Please read the property tax bill carefully to avoid any confusion. For fiscal year 2002-03 the County has determined that the City of Carlsbad, Community Facilities District No. 1 line item will read, "CARLSBAD COMM FAC DIST NO 1." Please refer to the information packet or call the District Administrator Barbara Hale-Carter at (760) 233-2633 with any questions. B-33 Page 2 of 2 Rev, 03/09 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE_ _L 1. Business Name . , . ,t t Business Contact . , Telephone # 'Project Address , City . >,V_. ^ ' . ' State Zip Code APN# lie Mailing Address . . , Cfty . State Zip Code Plan File# The following questions represent the facility's activities, NOT the specific project description. PART i: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): Occupancy Rating: y^— 1. Explosive or Blasting Agents 5. Organic Peroxides 9, Water Reactives 13. Corrosives 2. Compressed Gases 6, Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15, None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART ll: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS fHMDI: If the answer to anv of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-67CX) prior to the issuance of a building permit. FEES ARE REQUIRED, 1. 2. 3. 4. 5. 6. 7. YES • • • • • • • NO 0 Project Completion Date: / / Expected Date of Occupancy: / (for new construction or remodeling projects) Is your business listed on the reverse side ofthis form? (check all that apply). Will your business dispose of Hazardous Sutsstances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). • CalARP Exempt / Date Initials • CalARP Required / Date Initials • CalARP Complete / Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 priorto the issuance of a buikiing or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. NO Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD fadsheet at http://www.sdaDcd.orq/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side ofthis from. Contact APCD if you have any questions), (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http://vww.cde.ca.oov/re/sd/ for public and private schools or contact the appropriate school district). Has a sun/ey been performed to determine the presence of Asbestos Containing Materials? Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? YES • • • • • • Briefly describe business activities: Briefly describe proposed project: /r^aa3<>F 1-4fr that to the best of my knowledge and b^ljef the respo^es made herein are true and correct. • /•iiag-/ XOIICICADS Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box onlv exempts businesses from completing or updating a Hazardous Materials Business Plan, Other permitting requirements may still apply, HM-9171 (02/11) County of San Diego-DEH-Hazardous Materials Division CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building pennit. The City will not issue any building pemnit without a compteted school fee fomn. Project Name: PALOMAR CONG. OF JEH. WIT. Proiect ID: CT/MS: Building Permit Plan Check Number: PC 12-74 Project Address: A.P.N Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: 2420 CAMINO VIDA ROBLE 213-11Q-16-QQ PALOMAR CONG. OF JEHOVAH'S WITNESSES NEW CHURCH BLDG/ DETACHED APARTMENT WITH CARPORT COMMERCIAL & RESIDENTIAL NEW DWELLING UNIT(S) 877 Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial: 5,000 Net Square Feet New Area City Certification of Applicant Infomiation.- <;Fgr\M <:AT<:AU(Or(n Date-1/7/13 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Cartsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) • Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (760-726-2170) r~l San Marcos Unified School District 255 Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) r~l Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300x1166) i 1 San Dieguito Union High School DisMct-By Appointanent Only 710 Encinitas Blvd. Encinitas, CA 92024 (760-753-6491) Certification of Applicant/Owners. The person executing this declaration ("Ovmer") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: G'^rv^ fjiilh-et^ Date: t(2^/2oi3 B-34 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be connpleted by the school district(s)) *****************************lMt******************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation detennined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD. CA 92009 8-34 Page 2 of 2 Rev. 03/09 STATE OF CALIFORNIA FRANCHISE TAX BOARD PO BOX 1286 RANCHO CORDOVA CA 95741-1286 In reply refer to 755:G :JCA May 14, 2007 PALOHAR CONGREGATION OF JEHOVAH'S WITNESSES VISTA CALIFORNIA INC DAVID PERPICH 3012 HARMONY WAY VISTA CA 92081 Purpose Code Section Form of Organization Accounting Period Ending Organization Nuinber RELIGIOUS 23701d Corporation August 31 2975177 You are exempt from state franchise or income tax under the section of the Revenue and Taxation Code indicated above. This decision is based on information you submitted and assumes that your present operations continue unchanged or conform to those proposed in your application. Any change in operation, character, or purpose of the organization must be reported immediately to this office so that we may determine the effect on your exempt status. Any change of name or address must also be reported. In the event of a change in relevant statutory, administrative, judicial case law, a change in federal interpretation of federal law in cases where our opinion is based upon such an interpretation, or a change in the material facts or circumstances relating to your application upon which this opinion Is based, this opinion may no longer be applicable. It is your responsibility to be aware of these changes should they occur. This paragraph constitutes written advice, other than a chief counsel ruling, within the meaning of Revenue and Taxation Code Section 21012(a)(2). You may be required to file Form 199 (Exempt Organization Annual Information Return) on or before the 15th day of the 5th month (4 1/2 months) after the close of your accounting period. Please see annual instructions with forms for requirements. Nay lA, 2007 PALOMAR CONGREGATION OF JEHOVAH'S WITNESSES, VISTA, CALIFORNIA, INC. ENTITY ID : 2975177 Page 2 You are not required to file state franchise or income tax returns unless you have income subject to the unrelated business income tax under Section 23731 of the Code. In this event, you are required to file Form 109 (Exempt Organization Business Income Tax Return) by the 15th day of the 5th month (A 1/2 months) after the close of your annual accounting period. Please note that an exemption from federal income or other taxes and other state taxes requires separate applications. J AMAYA EXEMPT ORGANIZATIONS BUSINESS ENTITIES SECTION TELEPHONE (916) 845-664<:i FAX NUMBER (916) 843-2071 EO : CC :DAVID PERPICH COPY City of Carlsbad Permit No: PC12-74 CHURCH CB122513 Valuation Worksheet Building Division 2420 CAMINO VIDA ROBLE 213-110-16-00 02/07/2013 SKS |. Area of Work' ' '7?rMultlplI(8lr'n-i- SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 CHURCH 5000 $85.02 $425,100.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System 5000 $3.11 $15,550.00 Air Conditioning - commercial 5000 $5.03 $25,150.00 Air Conditioning - residential $4.19 $0.00 Fireplace/concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL $465,800.00 Valuation: $465,800 Comm/Res (C/R): C Building Fee $2,130.34 Plan Check Fee $1,491.24 Strong Motion Fee $98.00 Green BIdg. Stand. Fee $16.00 Green BIdg PC Fee $150.00 License Tax/PFF (in CFD) $8,477.56 CFD $5,379.00 Isthourof Plan CheckFire Expedite Plumbing TBD Mechanical TBD Electrical TBD CFD 0 Yes (PFF=1.82%) Land Use: Density: Improve. Area: 1 Fiscal Year: 2012/13 Annex. Year: 06/2002 Factor: $1.0758 CREDITS PFF and/or CFD Explanation: City of Carlsbad Permit No: PC12-74 SFR / CB122514 2430 CAMINO VIDA ROBLE Valuation Worksheet 213-110-16-00 02/07/2013 Building Division i!-.-*'.iBV* SKS SFD and Duplexes 877 $110.17 $96,619.09 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System 877 $3.11 $2,727.47 Air Conditioning - commercial $5.03 $0.00 Air Conditioning - residential 877 $4.19 $3,674.63 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL $103,021.19 Valuation: $103,021 Comm/Res (C/R): C Building Fee $711.30 Plan Check Fee $497.91 Strong Motion Fee $22.00 Green BIdg. Stand. Fee $4.00 Green BIdg PC Fee $150.00 License Tax/PFF (in CFD) $1,874.99 CFD $3,524.12 1 st hour of Plan CheckF i re Exped Ite Plumbing TBD Mechanical TBD Electrical TBD CFD 0 Yes (PFF=1.82%) Land Use: Density: $3,524.12 Improve. Area: 1 Fiscal Year: 2012/13 Annex. Year: 6/2002 Factor: CREDITS PFF and/or CFD Explanation: PC120074 PALOMAR CONG. OF JEH. WIT. CB122513 2420 CAMINO VIDA ROBLE PALOMAR CONG. JEH.WIT. CB122514 2430 CAMINO VIDA ROBLE PALOMAR CONG. JEH. WIT. {if^ijiz- To f/i^> f/y^, P(/Ze ^f^d^C cujoalCJS ^/|[(2> ©t/At^ '^l ArijtJF (,r^>oL T--Ct^ ^ • •' fit^t^-^ t- 1^3 -TT-pxfijG ^p^i^^ ^i;;^ ^ 7/;/13, A^^i--^ ^ • cv Final Insp. Approved Oate BUILDING PLANNING ENG/NEERING FIRE Expedite? Y 3// 'J ri> £>"J ..—V. -3 6 A///3 AFS Checked by: By 61 e_ HazMat APCD Health Forms/Fees Sent Rec'd Due? Encina Fire HazHealth/^PCD PE&M School ' Sewer Stormwater Special Inspection CFD: 07 N LandUse: tll-2-lllZ By ripreltjr . ImpArea: / FY:/ay^ Annex:(i./B 2 Factor: .Jt PFF: N Comments Date Date Date ' Dat^ Building Planning Engineering Fire 12. Need7 3^ Done lone • Done ' ' ' QDone • Issued