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Home My WebLink About2435 SACADA CIR; ; CB983421; Permit~h . -, 07/27/199 City of Carlsbad Building Permit Permit No:CB983421 Building Inspection Request Line (760) 438-3101 Job Address: 2435 SACADA CR CBAD Permit Type: DUP Sub Type: Parcel No: 2161902900 Lot #: Status: Valuation: $339,736.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entered By: Appr/lssued: Project Title: DUPLEX-3854 SF,GAR 844 SF Inspect Area: 488 SF EACH-2435 & 2437 SACADA CR Applicant: Owner: HENRY MILLER STINEROBERT A 1110 S MAIN 92028 cz~ 728-5299 ISSUED 10/06/1998 BT 07/27/1999 Total Fees: $20,237.26 ~i~—T&6.lPilyments to'btè"$1,61 0 Or Due: $18! 18623.26 Description I Q2 * ELECTRICAL TOTAL * MECHANICAL TOTAL * PLUMBING TOTAL BLDG PLAN CHECK BTD FEES BUILDING PMTS PARK SW QD PLDA D PUBLIC FACILITIE PUBLIC IMPROVE STRNG MOTION TRAFFIC IMPACT INCORPORATED 1952 I \Ng o Mil Fee 110.00 81.00 288.00 949.70 636.00 1,461.08 3,150.00 8.75 11,890.76 620.00 33.97 1,008.00 FINAL APPROVAL InsDector/'JT Date: i( (ff ('b Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other 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 attack, 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 4/1 PERMIT APPLICATION CItY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 4 - (769,438-116.1 FOR OFFICE USE ONLX, PLAN CHECK NO. q , EST. VAL. Ô29 Plan Ck. Deposit I Validated By ñ 1. OJ CTlP4OR TION CAVA Address (include dg/Suite #) Business Name (at this address) Legal Descriptiog., Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use FToposed Usef 1959 10/06/98 0001 01 02 Description of Work ' SQ. FT. LA4ç of Stories # of Bedrooms CPRr#Tot Bathrooh114..Q i2a4L_LJ Z . .... 2 CONTACT RSON (if different f m pplicant) 1 Ltww JILL //1O4M Name Address City Staté7Zip Telephone # Fax II Ll - APPUCANT Oontractq Ogentjor Contractor 0 Owner DgenOwner 777 f Name Address City - Stat /Zip Telephone # [4. PROPERTY OWNER . . Name {oi ......(-k Address %'4C, If- 'diclA i4 41IA City WSTfi State/Zip ('4 Telephone # i.c— (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged State License # L\ Y3 ZS City 3/') o/ Designer Name Address City State/Zip Telephone State License # ... Workers'. Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for RS whi h his permit is issued. My worker's compensation suranceçrria policy number are: Fnsunance Company r POlicy No; T\'1 (atiii DatOH1 r c1 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLA1$1001 OR LESS) - CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars 1$100. 0), In addition the cost of compensation, damages as provided for in Section 3706 of the Labor cod , mt rest and attorney's fees. 'SIGNATURE—--_--' r DATE __________ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (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 who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct 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 contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number I contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address I phone number / type of work): PROPERTY OWNER SIGNATURE DATE [COMPLETE THIS SECTION FOR NON RESIDEN7JAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1.000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS 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 SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION . I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citi of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official u94er th provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not menced within 3ft'dayrom the date of such permit or if the building or work authorized/by s 7sp ermit is, suspended or abandoned at any time of co menced fo'y'ieri9ff of 160 days (Section 106.4.4 Uniform Building Code). I APPLICANT'S SIGNATURE ,( /7,,..., DATE (.I HITE: File YELLOW: Applicant PINK: Finance "1 LO City of Carlsbad Bldg Inspection Request UT., For: 3/31/2000 Permit# CB983421 Inspector ssignment:. PD Title: DUPLEX-3854 SF,GAR 844 SF Description: 488 SF EACH-2435 & 2437 SACADA CR Type: DUP Sub Type: Phone: 6194178065 Job Address: 2435 SACADA CR Suite: Lot Location: Inspector9Z APPLICANT HENRY MILLER Owner:• ROBERT STINE Remarks: AM PLEASE Total Time: Requested By: RICHARD Entered By: ROBIN CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs Insoection History Date Description Act lnsp Comments 3/22/2000 89 Final Combo CO PD SEE NOTICE ATTACHED 12/15/1999 14 Frame/Steel/Bolting/Welding AP PD WINDOWS 12/15/1999 22 Sewer/Water Service AP PD 11/15/1999 82 Drywall/Ext Lath/Gas Test AP PD 11/5/1999 16 Insulation AP PD 11/3/1999 84 Rough Combo AP PD 10/29/1999 84 Rough Combo CO PD 9/27/1999 83 Roof Sheathing/Ext Shear AP PD 9/24/1999 34 Rough Electric AP PD 2437 9/15/1999 66 Grout AP PD 8/20/1999 11 Ftg/Foundation/Piers AP PD 8/19/1999 11 Ftg/Foundation/Piers CO PD 8/13/1999 21 Underground/Under Floor AP PD Date /4.. TECHNOLOGY .BOX 1932 • EL CAJON, CA 92022-1932 :(19)447-4747 L •• City of Carlsbad. Final Building Inspection Dept: BuiIditgtherinanning CMWD St Lite Plan Check #: Permit #: CB983421 Project Name: DUPLEX-3854 SF,GAR 844 SF 488 SF EACH-2435 & 2437 SACADA CR Address: 2435 SACADA CR Lot: Contact Person: RICHARD Phone: 6194178065 Sewer Dist: LC Water Dist: 0 2IR 2 2 - cli:Tc..a rr- - Date: 3/22/2000 Permit Type: DUP Sub Type: ri Inspected Date By: F' inspected: Approved: Disapproved: Inspected Date By: ____ Inspected: Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: 07/26/99 A10N 07:59 FAX 619 5410254 Cannon Fax Ij liii I. ALLIED EARTH TECHNOLOGY P.O.BOX 1932 .EL CAJON, CALiFORNIA 92022-1932 TELEPHONE(619)447-4747 ROBERT CHAN, RE. July 20, 1999 Diversified Construction Inc. 1745 E. Vista Way, Suite 10 Vista, CA. 92084 Attn : Mr. Richard Graham Subject : Project No. 99-1269J7 Review of Foundatin and Grading Plan Proposed Duplex Building Site South Side of Sacada Circle Carlsbad, California Plan Check No. 98-3421 Dear Mr. Graham The undersigned has reviewed the foundation and grading plans for subject project, and has determincd that the recommendations and specifications in. the soil investigation report for subject property have been incorporated into the plans. R6spec t fu1Mubn44'te11, ALLIED EX1ECFI4OWG' ( No. C•24613 Exp- .., .4 plan EsGil Corporation 2n Partnership with government for BuildingScfetyj DATE: 10/22/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3421 PROJECT ADDRESS: Sacada Circle E3 APRLICANT O PLAN REVIEWER O FILE SET: II PROJECT NAME: Duplex for Robert Stifle LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: 21 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted Telephone #: Date contacted: (by: ) Fax #: ) By: Ray Fuller Enclosures: LOG Esgil Corporation 0 GA D MB 0 EJ 0 c 10/22/98 trnsmti.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 -. - ESGII Corporation. 1n Partners/lip with government for Building Safety DATE: 10/13/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3421 PROJECT ADDRESS: Sacada Circle SET:I CANT 0 PLAN REVIEWER 0 FILE PROJECT NAME: Duplex for Robert Stine The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. E] The plans transmitted herewith have significant deficiencies identified an 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. fl The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Henry Miller 1110 S. Main Fallbrook, Ca. 92028 Esgil Corporation staff did not advise the applicant (except by mail ) that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person 11 REMARKS: By: Ray Fuller Enclosures: Esgil Corporation Ej GA D MB I EJ Pc 10/08/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 Carlsbad 98-3421 10/13/98 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 98-3421 JURISDICTION: Carlsbad PROJECT ADDRESS: Sacada Circle FLOOR AREA: 5056 STORIES: 2 HEIGHT: 25 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/06/98 DATE INITIAL PLAN REVIEW COMPLETED: 10/13/98 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/08/98 PLAN REVIEWER: Ray Fuller This plan review is limited to the technical requirements contained in the Uniform 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 ordinance 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. 106.4.3, 1994 Uniform 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, jplease 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 you submit the revised plans. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot Carlsbad 98-3421 10/13/98 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets- of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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. 2. Plans shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Final sets. . FIRE PROTECTION 3. Show locations of permanently wired smoke detectors with battery backup: a) On each story.( Could not locate one on first floor on page 3) . GENERAL RESIDENTIAL REQUIREMENTS 4. Provide mechanical ventilation capable of providing five air changes per hour in powder room and laundry room. Section 1203.3. Page 3 STAIRWAYS, AND RAILINGS 5. Guardrails for stairs (Section 509.1): a) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". FOUNDATION REQUIREMENTS 6. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 1804.3. Carlsbad 98-3421 10113/98 7. 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: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 8. 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 soils report are properly incorporated into the construction documents. 9. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 10. Specify 8 ft to daylight per soils report on page S-2. FRAMING 11. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2324. Fill in bubbles on S-3 at rear deck. and S-4.at front deck. 12. Note spacing of TJI's on page S-3. 13. Specify hangers for TJI's to flush beam above living room on page S-3 and if requires web stiffeners at this location. 14. At same location need a hanger for intersection of 2 -16" parallams. . MECHANICAL (UNIFORM MECHANICAL CODE) 15. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. (How are we going to do this?) . ELECTRICAL (NATIONAL ELECTRICAL CODE) 16. For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be-installed outdoors at the front and back of the dwelling. NEC Art. 250-52 (e). This receptacle must be GFCI protected. Carlsbad 98-3421 10/13/98 . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note that two 3/4" copper pipes must be installed to the most convenient future. solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 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. 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 briefly 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 U No 13 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding. these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 98-3421 10/13/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3421 PREPARED BY: Ray Fuller DATE: 10/13/98 BUILDING ADDRESS: Sacada Circle BUILDING OCCUPANCY: R3 Ui TYPE OF CONSTRUCTION: VN BUILDING PORTION E BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Duplex 3854 82.00 316,028 Garages 844 23.00 19,412 Decks 358 12.00 4,296 Air Conditioning Fire Sprinklers TOTAL VALUE 339,736 O 199 UBC Building Permit Fee Z Bldg. Permit Fee by ordinance: $ 1461.08 O 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 949.70 Type of Review: Z Complete Review 0 Structural Only D Hourly El Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 759.76 Comments: 94 UBC is $2,087.25 X 70% = 1461.08 x52% = $759.76 Sheet I of I macvalue.doc 5196. V City of Carlsbad - iT iiii J II .1 •1I s11 I • BUILDING PLANCHECK CHECKLIST DATE: 1 (9 12-7 / PLANCHECK NO.: CB /3 4z / BUILDING ADDRESS: 4c PROJECT DESCRIPTION: .:Diiç i&.. ASSESSOR'S PARCEL NUMBER: ziw - p - 2_ 9 EST. VALUE: ( - ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: &J1Ja/ Date: By: Date: By: Date: OFFICIAL USE ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: __—'ç-\ . Date: Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON Name: Danna Trigs City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161, ext. 4374 CFD INFORMATION Parcel Map No: Lots: Recordation: Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet Sewer Fee Information Sheet A-4 CA 92009-1576. (760) 438-1161 • FAX (760) i''69 67 /u BUILDING PLANCHECK CHECKLIST SITE PLAN 3RD/ Povide a fully dimensioned site plan dara to scale. Show: 11~Wuwh Arrow ~/.Prop-erty Lines 6' Existing & Proposed Structures Easements xisting Street Improvements Right-of-Way Width & Adjacent Streets briveway widths Show on site plan: 5 A ?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." 'xisting & Proposed Slopes and Topography Include on title sheet: it(ddress /'Assessor's Parcel Number Legal Description 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. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 0 0 0 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ /0 0 4b. All conditions are in compliance. Date: H:W0)W00CSCHKLST8uUd1ng Plantheck Mist BP000I Fern, DT.doc 2 L tt Rev. 12=196 &s4- f'• - L+ J3 V 1ST/ 2ND/ 3RD/ U U lJ BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. 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 $______________ pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 W' x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS U U U 6a. 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 $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: U U U 6b. Construction of the public improvements may 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 $ so we may prepare the necessary Future 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: H:WORDDOCSCHXLSflBuUding Plancheck dust BP000I Fonfl DT.doc 3 Rev 12126196 Right-of-Way permit required for: I I I\ V BUILDING PLANCHECK CHECKLIST 1 std 2nd/ 3rd/ 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 0 6d /(6b -I 0 No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Z( 0 7a. Inadequate information available on Site Plan to make a determination on grading I requirements. Include accurate grading quantities (cut, fill import, export). Write "No Grading" on plot plan if none is required. 0 0 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: - In:- U 7c. Graded Pad Certification required. if a grading permit is not required.) 0 U 7d.No Grading Permit required. Date: (Note: Pad certification may be required even Ui U U 7e.If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS U U 0 8. A 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, tieing into public storm drain, sewer and water utilities. H:WORDDOCSCHKt.SflBuiIding Plancheck Mist 8P0001 Fomi DT.doc 4 Rev. 12120198 V - BUILDING PLANCHECK CHECKLIST SW 2nd/ 3rd/ Ic U 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The t_'i- 4 fee is noted in the fees section on the following page. U U 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 0 0 U 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer, prior to issuance of grading or building permit, whichever occurjjj8r U 0 12. Required fees are attached U No fees required U 0 0 13. Additional Comments: H:WORDDOCStCHKI.SflBuilding Planthecic Cklst BP0001 Form DT.doc 5 Rev. 12126106 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET O Estimate based on unconfirmed information from applicant. O Calculation based on building plancheck plan submittal. Address: ccid. G". Bldg. Permit No.2 °( 85 42 I Prepared by. bTy-5 Date: 10 7-7jCjf5 Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Do\e.)'... Sq. Ft./Units: EDU's: —2— Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: _ Sq. Ft./Units:. ADT's: 2_ Types of Use: Sq. Ft./Uñits: - ADT's:. .. . .. FEES REQUIRED: CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)* XNO-- : lT PARK-IN-LIEU FEE PARK AREA & #: s. C ) • . FEE/UNIT:_I 575 X NO. UNITS: TRAFFIC IMPACT FEE . . . ADT's/UNITS: 2_ X FEE/ADT: 504 100 B V3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DlST. #2 DlST. #3 ADT's/UNITS: 2- X FEE/ADT: __8 = $ ('3 '(' Q'4. FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT.:_2 X FEE/SQ.FT./UNlT:_ = $_Q Z 0 5. SEWER FEE. PERMIT No. L E()O\ EDU's: X FEE/EDU:.. = $ BENEFIT AREA: DRAINAGE BASIN:______ EDU's: X FEE/EDU: AK6. SEWER LATERAL ($2,500) V7. DRAINAGE FEES PLDA_0_: HIGH ______ /19W X' ACRES: -25 X FEE/AC: 35' =$_ 75'- TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. REV7/13/98 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: DATE:_____________ PROJECT ID AD 5 a 0 GRADING PERMIT NO. 9-7,06f 0 _______ LOTS REQUESTED FOR RELEASE: 243 So.ccLA c;I N/A = NOT APPLICABLE = COMPLETE 0 = Incomplete or unacceptable mm Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted 8W' x 11" site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted. Engineer of work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for conflicts Fire hydrants within 500 feet of building combustibles and all weather roads access to site. Partial release of grading for the above stated lots is approved for the purpose of building j permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: 7115/17 SeniorAnspector Date I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLI S T Plan Check No. CB 0I Address 5qg Jq Planner A Phone (619) 438-1161, extension _______ APN: I Type of Project & Use:________________ N e t P r o j e c t D e n s i t y : DU/AC Zoning: r _2_ General Plan: fj44 Facilities Management Zone: CFD lininittl # Date of participation: Remaining net dev acres:_____ Circle One (For non-residential development: Type of l a n d u s e d c r e a t e d b y :: this permit: Needs Legend: Item Complete Item Incomplete - your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If no t , s t a t e c o n d i t i o n s w h i c h r e q u i r e a c t i o n . Conditions of Approval: EQ Discretionary Action Required: YES NO )< TYPE APPROVAL/RESO. NO. DATE PPOJECTNO._ OTHER RELATED CASES: Compliance with conditions or approval? if not, s t a t e c o n d i t i o n s w h i c h r e q u i r e a c t i o n . Conditions of Apprival: UPI Coastal Zone Aèsessment/Compliance Project site located in Coastal Zone? YES NO____ CA Coastal Commission Authority? YES NO b( If California Coastal Commission Authority: Contact t h e m a t - 3111 Camino Del Rio North, Suite 200, S?n Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required o r E x e m p t ) : Coastal Permit Determination Form already c o m p l e t e d ? Y E S _ _ _ _ N O _ _ _ _ If NO. complete Coastal Permit Determination Form n o w . Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coa s t a l P e r m i t R e q u i r e d " ( a t m i n i m u m Floor Plans). Complete Coastal Permit Determination Lo g a s n e e d e d . E] Inclusionary Housing Fee required: YES V NO1.0 ' (Effective oate of Inciuslonary, Housing Ordinance - May 21. 1993.) 2.- tyf'5 Data Entry Completed' YES NO (Enter CS #; UACT; NEXT12; Construct housing YIN; Enter Fee Amount (See fee s c h e d u l e i c r a m o u n t : R e z u r r Site Plan: vs. 1. 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 e x i s t i n g topographical lines. 0 0 2. Provide legal description of property and assessor's parcel number. Zoning: 0 0 0 Setbacks: Front: Required Shown 2..O Interior Side: Required Shown 76' Street Side: Required Shown Rear: Required Shown T•1 LI 1 ..1 U T'•l Li -. pr Accessory structure setbacks: & Front: Required Shown •_____________ Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 0 Lot Coverage: Reuired 57c Shown 0 0 0 4. Height: . Required 30 - Shown 0 0 0 B. Parking: Spaces Required Shown Guest Spaces Required Shown I 0 0 0 Additional Comments_____________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 4tob' DATE /023 9 HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 S PHONE (619) 723-5451 ROBERT STINE Job # 98019 Dsgnr: HENRY MILLER Date: 2:2712M, 16 SEP 98 . Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Timber Beam & Joist General Information Description: FIRST FLOOR FRAMING I Timber Member Information I Timber Section 6x12 6x16 7X18 4X16 4X8 4x12 6x14 Beam Width In 5.500 5.250 7.000 3.500 3.500 3.500 5.500 Beam Depth In 11.500 16.000 18.000 16.000 7.250 11.250 13.500 Le: Linbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fb- Basic Allow psi 1,350.0 2,809.0 2,770.0 2,850.0 2,900.0 1,100.0 1,323.0 Fv - Basic Allow psi 85.0 290.0 290.0 2,900.0 290.0 95.0 85.0 Elastic Modulus ksi 1,600.0 2,100.0 2,100.0 2,100.0 2,100.0 1,700.0 1,600.0 Load Duration Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Member Type Sawn GluLam GluLam GluLam GluLam Sawn Sawn Center Span Data Span ft 16.50 21.00 21.00 15.00 6.50 4.50 19.00 Dead Load #Ift 144.00 196.00 279.00 403.00 307.00 643.00 84.00 Live Load #Ift 96.00 64.00 72.00 240.00 176.00 400.00 240.00 Dead Load #/ft 231.00 400.00 168.00 Live Load #Ift 64.00 192.00 480.00 Start ft 15.000 5.000 9.000 fr.0 ROiS,11 End ft 21.000 21.000 15.000 Qh gWf Point #1 DL lbs 1,452.00 1,920.00 1,920.00 ' LL lbs 988.00 1,280.00 1,280.00 ft 1.000 5.000 5.000 * C"016363 * Point #2 DL lbs 1,799.00 fn LL lbs 1,208.00 S ft 15.000 Cantilever Span Span It 3.00 Uniform Dead Load #Ift 84.00 Uniform Live Load #Ift 240.00 Results Mmax@ Center in-k 98.01 349.62 676.45 292.64 66.18 31.68 173.18 @ X = ft 8.25 14.36 10.08 8.70 4.78 2.25 9.42 Mmax @ Cantilever In-k! 0.00 0.00 0.00 0.00 0.00 0.00 -17.50 fb :Actual psi 808.5 1,560.8 1,789.6 1,959.6 2,158.5 429.1 1,036.6 Fb : Allowable psi 1,350.0 2,720.6 2,648.0 2,850.0 3,770.0 1,210.0 1,305.8 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Iv : Actual psi 41.7 103.8 109.9 166.8 221.2 52.2 56.8 Fv : Allowable psi 85.0 290.0 290.0 2,900.0 290.0 95.0 85.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions Dead Load @ Left lbs 1,188.00 4,152.86 6,830.45 3,224.10 1,440.83 1,446.75 778.10 Live Load @ Left lbs 792.00 2,012.95 2,901.52 2,376.00 867.38 900.00 2,223.16 Dead Load @ Right lbs 1,188.00 4,600.14 7,348.54 3,828.90 2,474.67 1,446.75 1,069.89 Live Load @ Right lbs 792.00 1,911.05 2,962.48 4,104.00 1,556.62 900.00 3,056.84 Deflections (C) 1983-97 ENERCALC c:nercalc'98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 Center DL Dell L/Defl Ratio Center LL Dell LlDefl Ratio Center Total Dell Location L/Defl Ratio Cantilever DL Dell Cantilever LL Dell Total Cant. Dell LIDefl Ratio In -0.215 919.6 In -0.144 1,379.4 in -0.359 ft 8.250 551.7 In In in HENRY MILLER IlIOS MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Job # 98019 Dsgnr: HENRY MILLER Date: 2:27PM, 16SEP98 Description: SACADA CIRCLE CARLSBAD, CA Scope: iWO STORY WOOD FRAME Timber Beam & Joist -0.419 -0.443 -0.209 -0.106 -0.008 -0.128 602.1 568.9 860.5 738.8 6,426.2 1,776.4 -0.183 -0.186 -0.184 -0.085 -0.005 -0.367 1,377.7 1,356.4 977.5 1,191.3 10,330.1 621.7 -0.601 -0.629 -0.393 -0.171 -0.014 -0.495 10.920 10.416 7.680 3.458 2.250 9.424 419.0 400.8 457.8 456.0 3,981.7 460.5 0.061 0.175 0.236 305.0 U .. (C) 1983-97 ENERCALC 0nercaIc98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Job # 98019 Date: 10:48AM, 16 SEP98 Timber Beam & Joist General Information Description: SECOND FLOOR HEADERS AND BEAMS I Timber Member Information I 2114 211.2 2114 Timber Section 4x10 4x12 4x6 Beam Width in 3.500 3.500 3.500 Beam Depth in 9.250 11.250 5.500 Le: Unbraced Length ft 0.00 0.00 0.00 Fb - BasicAllow psi 1,100.0 1,100.0 875.0 Fv - Basic Allow psi 95.0 95.0 95.0 Elastic Modulus ksi 1,700.0 1,700.0 1,600.0 Load Duration Factor 1.250 1.000 1.250 Member Type Sawn Sawn Sawn Center Span Data Span ftj 5.50 14.50 5.50 Dead Lead #Ift 528.00 128.00 144.00 Live Load #Ift 352.00 64.00 96.00 Results Mmax Center In-k 39.93 60.55 10.89 @X= = . ft 2.75 7.25 2.75 Mmax @ Cantilever in 0.00 0.00 0.00 lb : Actual psi 800.0 820.2 617.1 Fb : Allowable psi 1,650.0 1,210.0 1,421.9 Bending OK Bending OK Bending OK tv : Actual psi 80.7 46.2 43.2 Fv: Allowable psi 118.8 95.0 118.8 Shear OK Shear OK Shear OK Reactions Dead Load t5 Left lbs 1,452.00 928.00 396.00 Live Load @ Left lbs 968.00 464.00 264.00 Dead Load Q Right lbs 1,452.00 928.00 396.00 Live Load @ Right lbs 968.00 464.00 264.00 I Deflections Center DL Dell in -0.028 -0.180 -0.038 L/Defl Ratio 2,382.6 964.9 1,728.4 Center LL Dell in -0.018 -0.090 -0.025 LJDefl Ratio 3,573.9 1,929.8 2,592.7 Center Total Dell In -0.046 -0.270 -0.064 Location It 2.750 7.250 2.750 LIDefl Ratio 1,429.6 643.3 1,037.1 (C) 1983-97 ENERCALC c:enercaIc'98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Square Footing Design Job #98019 Date: 9:06AM, 22 SEP 98 General Information Description F-I Dead Load 1.200 k Footing Dimension 1.500 ft Live Load 0.800 k . Thickness 12.00 in Short Term Load 0.000 # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf f'c 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.143 in2 200/Fy 0.0050 Total As Req'd 0.214 in2 As Req'd by Analysis 0.0000 in2 Min Allow % Reinf 0.0014 Mm. Reinf % to Req'd 0.0014% Footing OK I .50ft square x I 2.0in thick with 2- #4 bars C Max. Static Soil Pressure 1,033.89 psf Allow Static Soil Pressure 1,500.00 psf Max. Short Term Soil Pressure 678.33 psf Allow Short Term Soil Pressure 1,500.00 psf Mu I Phi: Actual 0.29 k-ft Mn: Capacity 7.32 k-ft Actual 1-Way Shear Allow. 1-Way Shear Actual 2-Way Shear Allowable 2-Way Shear Alternate Rebar Selections... 2 #4's 1 #5's 1 1 #7's 1 #8's 1 1.37 psi 89.44 psi 5.01 psi 178.89 psi # 6's #9's 1 #10's (c) 1983-97 ENERCALC c:\enercalc\98019.ecw l-0602148, V5.0.2, 1-Jun-1997 S HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Square Footing Design Job# 98019 Date: 9:07AM, 22 SEP 98 General Information - Description F-2 Dead Load 4.100 k . Footing Dimension - 2.250 ft Live Load 2.000 k Thickness 12.00 in Short Term Load 0.000 # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf ft 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 0.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.143 in2 200/Fy 0.0050 Total As Req'd 0.321 1n2 As Req'd by Analysis 0.0004 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% Footing OK 2.25ft square x 12.Oin thick with 2- #4 bars E Max. Static Soil Pressure 1,349.94 psf Allow Static Soil Pressure 1,500.00 psf Max. Short Term Soil Pressure 954.88 psf Allow Short Term Soil Pressure 1,500.00 psf Mu/ Phi: Actual 1.41 k-ft Mn: Capacity 4.93 k-ft Actual 1-Way Shear Allow. 1-Way Shear Actual 2-Way Shear Allowable 2-Way Shear Alternate Rebar Selections... 2 #4's 2 #5's. 1 1 #7's 1 #8's 1 9.65 psi 89.44 psi 37.29 psi 178.89 psi # 6's #9's 1 #10's (C) 1983-97 ENERCALC c:\enercalc\98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 S HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Square Footing Design Job 98019 Date: 9:08AM, 22 SEP 98 General Information Description F-3 Dead Load 6.800 k Footing Dimension 2.750 ft Live Load 2.900 k Thickness 12.00 in Short Term Load 0.000 # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf f'c 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.143 in2 200/Fy 0.0050 Total As Req'd 0.393 1n2 As Req'd by Analysis 0.0005 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% immary Footing OK 2.75ft square x 12.Oin thick with 3- #4 bars Max. Static Soil Pressure 1,427.64 psf Actual 1-Way Shear 12.19 psi Allow Static Soil Pressure 1,500.00 psf Allow. 1-Way Shear 89.44 psi Max. Short Term Soil Pressure 1,044.17 psf Actual 2-Way Shear 37.90 psi Allow Short Term Soil Pressure 1,500.00 psf Allowable 2-Way Shear 178.89 psi Alternate Rebar Selections... Mu/ Phi: Actual 1.71 k-ft 2 #4's 2 #5's 1 #6's Mn: Capacity 6.03 k-ft I # 7's 1 #8's 1 #9's 1. # 10's (C) 1983-97 ENERCALC c:\enercaic98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Square Footing Design Job# 98019 Date: 9:09AM, 22 SEP 98 LGeneral Information Description F-4 Dead Load 9.200 k Footing Dimension 3.250 ft Live Load 3.800 k Thickness 12.00 in Short Term Load 0.000 # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf ft 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d depth used 8.500 in As to USE per foot of Width 0.143 in2 200/Fy 0.0050 Total As Req'd 0.464 in2 As Req'd by Analysis 0.0008 in2 Min Allow % Reinf 0.0014 Mm. Reinf % to Req'd 0.0014% Footing OK 3.25ft square x 12.Oin thick with 2- #4 bars Max. Static Soil Pressure 1,375.77 psf Allow Static Soil Pressure 1,500.00 psf Max. Short Term Soil Pressure 1,016.01 psf Allow Short Term Soil Pressure 1,500.00 psf Mu I Phi: Actual 2.40 k-ft Mn: Capacity 3.44 k-ft Actual 1-Way Shear 17.60 psi Allow. 1-Way Shear 89.44 psi Actual 2-Way Shear 53.36 psi Allowable 22Way Shear 178.89 psi Alternate Rebar Selections... 3 #4's 2 #5's 2 #6's 1 #7's 1 #8's 1 #9's 1 #10's (C) 1983-97 ENERCALC 0enercalc\98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Square Footing Design Job# 98019 Date: 9:10AM, 22 SEP98 General Information Description F-5 Dead Load 14.600 k Footing Dimension 4.000 ft Live Load 6.000 k Thickness 12.00 in Short Term Load 0.000 # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf . Rebar Cover 3.250 Concrete Weight 145.00 pcf f'c 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.170 in2 200/Fy 0.0050 Total As Req'd 0.678 in2 As Req'd by Analysis 0.0013 in2 Min Allow % Reinf 0.0014 Min. Reinf%to Req'd 0.0017% Lziummary j . Footing OK 4.00ft square x 12.0in thick with 2- #4 bars . Max. Static Soil Pressure 1,432.50 psf Actual 1-Way Shear 27.48 psi Allow Static Soil Pressure 1,500.00 psf Allow. 1-Way Shear 89.44 psi Max. Short Term Soil Pressure 1,057.50 psf Actual 2-Way Shear 87.45 psi Allow Short Term Soil Pressure 1,500.00 psf Allowable 2-Way Shear 178.89 psi Alternate Rebar Selections... Mu I Phi: Actual 3.95 k-ft 4 # 4's 3 # 5's 2 #6's Mn: Capacity 2.80 k-ft 2 # 7's 1 # 8's 1 # 9's 1 # 10's C (C) 1983-97 ENERCALC c:\enercalc\98019.ecw KW-0802148, V5.0.2, 1-Jun-1997 C HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Square Footing Design Job# 98019 Date: 9:11AM, 22SEP98 General Information Description F-6 Dead Load 3.800 k Footing Dimension 2.500 ft Live Load 4.100 k Thickness 12.00 in Short Term Load 0.000 # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.143 1n2 200/Fy 0.0050 Total As Req'd 0.357 in2 As Req'd by Analysis 0.0004 in2 Min Allow % Reinf 0.0014 Mm. Reinf % to Req'd 0.0014% Footing OK 2.50ft square x 12.0in thick with 2- #4 bars Max. Static Soil Pressure 1,409.00 psf Actual 1-Way Shear Allow Static Soil Pressure 1,500.00 psf Allow. 1-Way Shear Max. Short Term Soil Pressure 753.00 psf Actual 2-Way Shear Allow Short Term Soil Pressure 1,500.00 psf Allowable 2-Way Shear Alternate Rebar Selections... Mu! Phi: Actual 1.41 k-ft 2 #4's 2 #5's Mn: Capacity 4.45 k-ft # 7's 1 # 8's 9.38 psi 89.44 psi 31.02 psi 178.89 psi # 6's #9's 1 #10's (C) 1983-97 ENERCALC c:\enercalc\98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 S HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (819) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER ( Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME Job# 98019 Date: 9:12AM, 22SEP98 I Square Footing Design I General Information Description F-7 Dead Load 2.500 k Footing Dimension 1.750 ft Live Load 1.600 k Thickness 12.00 in Short Term Load 0.000 # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf ft 2,000.0 psi LL & ST Act Seperately Fy 40,000.0 psi Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.143 in2 200/Fy 0.0050 Total As Req'd 0.250 in2 As Req'd by Analysis 0.0002 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% Footing OK 1.75ft square x 12.0in thick with 2- #4 bars Max. Static Soil Pressure 1,483.78 psf Actual 1-Way Shear Allow Static Soil Pressure 1,500.00 psf Allow. 1-Way Shear Max. Short Term Soil Pressure 961.33 psf Actual 2-Way Shear Allow Short Term Soil Pressure 1,500.00 psf Allowable 2-Way Shear Alternate Rebar Selections... Mu / Phi: Actual 0.62 k-ft 2 # 4's 1 # 5's Mn: Capacity 6.30 k-ft i # 7's 1 # 8's 0.00 psi 89.44 psi 12.23 psi 178.89 psi # 6's #9's 1 #10's (C) 1983-97 ENERCALC c:\enercalc\98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD. CA Scope: TWO STORY WOOD FRAME Square Footing Design Job # 98019 Date: 9:13AM, 22SEP98 General Information Description F-8 Dead Load 0.800 k Live Load 2.200 k Short Term Load 0.000 Footing Dimension 1.500 ft Thickness 12.00 in #ofBars 2 A Seismic Zone 4 0 1'" Rebar Cover 3.250 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Act Separately Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 0.143 in2 200/Fy 0.0050 Total As Req'd 0.214 in2 As Req'd by Analysis 0.0001 in2 Min Allow % Reinf 0.0014 Mm. Reinf % to Req'd 0.0014% immaty 1.50ft square x 12.01n thick with 2- #4 bars Max. Static Soil Pressure 1,478.33 psf Actual 1-Way Shear Allow Static Soil Pressure 1,500.00 psf Allow. 1-Way Shear Max. Short Term Soil Pressure 500.56 psf Actual 2-Way Shear Allow Short Term Soil Pressure 1,500.00 psf Allowable 2-Way Shear Alternate Rebar Selections... Mu I Phi: Actual 0.45 k-ft 2 # 4's 1 # 5's 1 Mn: Capacity 1.32 k-ft 1 # 7's 1 #8's 1 Footing OK 1.01 psi 89.44 psi 7.62 psi 178.89 psi # 6's #9's 1 #10's (C) 1983-97 ENERCALC c:enercalc\98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 Max. Static Soil Pressure 1,457.00 psf Actual 1-Way Shear Allow Static Soil Pressure 1,500.00 psf Allow. 1-Way Shear Max. Short Term Soil Pressure 497.00 psf Actual 2-Way Shear Allow Short Term Soil Pressure 1,500.00 psf Allowable 2-Way Shear Alternate Rebar Selections... Mu! Phi: Actual 1.52 k-ft 2 #4's 2 #5's Mn: Capacity 4.45 k-ft i # 7's 1 # 8's 10.07 psi 89.44 psi 33.28 psi 178.89 psi # 6's #9's 1 #10's S HENRY MILLER 1110 S MAIN STREET FALLBROOK, CA 92028 C-016363 PHONE (619) 723-5451 Title: ROBERT STINE Dsgnr: HENRY MILLER Description: SACADA CIRCLE CARLSBAD, CA Scope: TWO STORY WOOD FRAME - Square Footing Design Job# 98019 Date: 9:13AM, 22SEP98 [General Information Description F-9 Dead Load 2.200 k Live Load 6.000 k Short Term Load 0.000 Footing Dimension 2.500 ft Thickness 12.00 in #ofBars 2 .... A Seismic Zone 4 01 40 -, Rebar Cover 3.250 Overburden Weight 0.000 psf ft 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Act Seperately Load Duration Factor 1.000 Allowable Soil Bearing 1,500.00 psf Column Dimension 4.00 in General Rebar Requirement Actual Rebar "d" depth used 8.500 in As to USE per foot of Width 200/Fy 0.0050 Total As Req'd As Req'd by Analysis 0.0005 1n2 Min Allow % Reinf Mm. Reinf % to Req'd 0.0014% 0.143 1n2 0.357 in2 0.0014 Footing OK 2.50ft square x 12.0in thick with 2- #4 bars S (c) 1983-97 ENERCALC c:\enercalc\98019.ecw KW-0602148, V5.0.2, 1-Jun-1997 Lt(12&L wuo Cz c. cs 1 - = /& !fp E% PC I ofpr- ( '1.1 SLMLDINI WtCH-.T FL002 f r4 "/cT- %,U.A-LL IS / Tii' I OivJ \I2 :. *AT)- ROOI DL 21/ fp7 1- '/z. 4iL- 7t_ JS 611/rrt V..= ' w, & S-1E&J I 5,2- 10 3,7 /09 I-.1-S puze'CT(o.J ScOt rLOOt2.. FI1ZT FLwe v(12EZT10?J. 5tC.OI'JDFLWL - LM) O? ?A/Z-. T1AJO &TO?.Y OILILY it WUJO •2( i- ESf1tC. •/O)<7,., t..uttQ js )(LqO , I ;e(m,c kL'2.O,c 140..1. j1c. Z tM(C. /QOL •. . - 'WIMP 2i- ;/gic C 10;? HH[1H () C nr: f!x /i3)4_.. '24t(( Sl-IEAQ.. (4J41L .4 .JLI/4E.H® . . I .1 ••l . . '-.4. - I it 7' /P7 (I I!OWOWA) f i#O19flJ Zi2?( c — r1,/7&1*+ t L...e . .._.* .* t 1 I it ,I I:iI Ii•' I'li L 4E-41 rV, \. I.!' -. .'+- . . I4I•+! = ///Q - ~45 7I ¶:1 'IJP.JfT ': I S . I. ;.•H ;1 14 EA V 612-J- 2e3r 7 . I • . I I . I ._ V' (LL/Zy - saEwz.. 'sUA-LL I'Z. (e i( O i•4 PM cqj.y( /'7c4?;- 12-/ u-91Fr Zi_-f .- :±'© 7q 149r71f=T • .,. . E4W4.i /0 Alm-DOWAl'C, IH, UPL.tFr I I I' ,P -A I l I4ME : : • . . . • . I .. . I 4 . • . il. . .!, •, I •I F L. !! .. . . I . • 4 V I i ii I. •. 411 V .4 I I 1 • 4 .1 1 '.4 V .• V 1.?. iIIi, 4 4 . • • I I • • V 44 ••• . 4 N I VIA I I ,1114 +/8xQ/( EA.W4L I_1OL.17(.AJI¼) Got IF : :1 ; ii.!: oTM 36x i I 2 fill i +fl.Il iI tI .1 k 0 i..j'1-jr I8Z.G;r2.'4• . : 4. tIT -t...• ., II I I v 1;: .44 I • • - 44•• f 4 1• I_. * , • *4! - - I •.._ ••• * I' •--4 • . • • 4- * I 4 4 • LIN E \!809/ oq I I4CHA7owIV 4(2- sSM L 2 'TY ONE roay r 9- iV Z007# + !S 015 ,1r2_ 34Ic_ 0LOOW4J = 61'? g (, 4 514E41L CtA4-LL.. /0 140 (00w*J 7 5iI&'4J2 U*LL / /40ccwk1 10 /4il. L,4M-CL- c11E412- 4V4L b1t)zI71A/ c SPE.4e W4(L. /0 HcwA) 7 a $4A4E ?1-. & 11M® - 44fE '4 8 COMMERCIAL • RESIDENTIAL. ROOM ADDITIONS• COMPETITIVE PRICES. FREE AND PROMPT ESTIMATES* Specializing in roof and f loor trusses 2847 INDiJSFRY STREET OCEANSIDE, CA.92054 ICBO # AA-513: (76o) 722 - 7696 FAX 76thfl- 0438 ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD is WHITrIER, CALIFORNIA 90601-2299 'see A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 4211 Copyright @ 1996 ICBO Evaluation Service, Inc. Reissued April 1, 1996 Filing Category: FASTENERS—Steel Gussett Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 Subject: CompuTrus Truss Plates. Description: A. General: The CompuTrus Truss Plates are punched from Nos. 18 and 20 gage galvanized sheet steel meeting mechanical re- quirements established in U.B.C. Standard 22-1 for A446 Grade A or high-er steel. The plates have 9.4 teeth per square inch of plate, each approxi- mately 113 inch in length and approximately 0.106 inch in width. The teeth are punched in pairs, with each pair spaced 114 inch on center along the width of the plate, and 0.85 inch on center along the length. Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN series plates are Identical to the "C" series, except that every third row of teeth is omitted. Plates are available in increments of 1/2 inch in width, up to 12 inches, and 0.85 inch in length, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. B. Identification: The CompuTrus series C plate is embossed with the letter "C" for the No. 20 gage plate and "C18" for the No. 18 gage plate. The No. 20 gage CN series is identified by the letters "CN" embossed on the plate, and "CN 18" for the No. 18 gage plate. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with Section 2343 of the code. Findings Findings: That the CompuTrus Truss Plates described in this report comply with the 1994 Uniform Building Code, subject to the following conditions: The connectors are Installed as set forth In this report. Allowable loads are as set forth in Table 1. The allowable loads may be Increased for duration of load In ac- cordance with Section 2304.3.4. Connectors are Installed in pairs on opposite faces of the mem- bers connected and are not installed at locations where knots oc- cur. Application of truss plates to wood members with a moisture content exceeding 19 percent requires that only 80 percent of the load values in Table I be used. Plans submitted to the building official for approval must indicate a maximum moisture content for the wood at the time of plate installation. Stresses at the net section of steel plates are not in excess of the values permitted in Chapter 22 of the code. The maximum ten- sile load Is determined by multiplying the efficiency ratio times the gross area of the plate times the steel design stress. Where one-hour fire-resistive construction is required, see Evaluation Reports 1352 and 1632. B. The allowable load values are recommended only when plans, truss designs and calculations are submitted and accepted by the building official as showing compliance with the Uniform Building Code and specifying that fabrication inspection will be provided in accordance with Section 2311.6 of the code. 9. Trusses are Individually designed in accordance with recog- nized engineering principles. This report Is subject to re-examination in two years. TABLE 1—ALLOWABLE LOAD IN POUNDS PER SQUARE INCHOF PLATE CONTACT AREA1'2 TYPE OF PLATE LUMBER SPECIES EFFICIENCY RATIO IN PERCENT SPRUCE-.-PINE—FIR HEM—FIR SOUTHERN YELLOW PINE DOUGLAS FIR-LARCH - Direction of Load with Reaped I. the Length of Its Put. Direction at Load with Reaped to the Lenith 01 the Put. 0I,edloo of Lead with Respect to Si. Length 01 the Plete Direction of Load with Reaped to the Length 0111,. Plate Direction of Lead with Respect to the Length 01 the Plots 0010450 45° to 90° 0° to 45° 48910900 0010453 450 to 90° 00 go- C 165 146 165 146 204 161 204 0016450t ~~t 59 42 CN 110 97 ItO 97 136 107 136 74 42 1Lo3ds are based on the following specific gravities: Spruce-pine-fir 0.42. heni.fir 0.43.0.46. Douglas fir-larch 0.49-0.50 and southern pine 0.55+. 21-oads are calculated on the basis gross plate area. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class .4 members of ICHO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorrement ar reconunen- clarion for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICB0 Evaluation Service, Inc., technical staff has reviewed the test results anchor other data, but does not possess test facilities to make an independent verification. There is no warranty by ICIJO Evaluation Service, Inc., express or implied, as to any "Finding "or other matter itt the report oras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 - .•• - -•"---- __4•__ - - - ,j - - L 4 ••'_ L - - Certi/icate 0/ Qua/i4 - A QUALITY CONTROL AGENCY approved by the International Conference of Building Officials - approval number AA- 513. California Lumber Inspection Service verifies that STRUCTURAL TRUSS 2847 INDUSTRY ST OCEANSIDE, CA 92054 ij Is supervised under our Certified Quality Control Program Production is evaluated and audited under the Uniform Building Code Standard 2311.6 and 2343.7 Inspections by supervisors are performed on a regular basis in plant I California Lumber Inspe tion Service Dated6/05/97 : IFORNIA LUMBER INSPECTION SERVICE ompulfts Inc / Manufacturing 9 Engineering 0 Computer Systems WARNINGS: Read all General Notes and Warnings before construction of trusses. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 1x3 compression web bracing must be installed where shown +. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity for such bracing. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component CompuTrus has no control over and assumes no responsibility for the fabrication, handling. shipment and installation of components. -. This design is furnished subject to the limitations on buss designs set forth by the Truss Plate Institute in Bracing Wood Trusses, HIB-91, a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown Design assumes the top and bottom chords to be laterally braced at 2'-O o.c.and at 12-0 o.c. D respectively. 2x4 Impact bridging or lateral bracing recommended where shown + + installation of truss is the responsibility of the respective contractor. Design assumes busses are to be used in a non-corrosive environment, and are for dry condition of use. Design assumes full bearing at all supports shown. Shim or wedge if necessary. Design assumes adequate drainage is provided. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. Digits indicate size of plate in inches. For basic design values of the CompuTrus Plate, indicated by the prefix SC, see I.C.B.O. R.R. 4211 The Càmpulrus Net Section Plate is indicated by the prefix CN, the designator (18) indicates 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chords not required, provided top chord has sheathing and bottom chord has dry wall. a -1' . 8'—O !TYPE 011 Descript. Detail A I A: HS 464228 CALIF HIP DETAIL HIP CORNEA GIRDER RAFTER/END JACK CHART 3MB 1 Et. HSSB 464229 CALIF HIP. DETAIL HIP CORNEA GIRDER RAFTER/END JACK CHART CHB I C: HS SB 464229 CALIF. HIP DETAIL HIP CORNEA GIRDER RAFTER/END JACK CHART DCF I D: CF CALIF FILL DETAIL DHG 1 0: HG 18 464231 CALIF HIP DETAIL HIP. CDRNER GIRDER RAFTER/END JACK CHART. JEH 2 E MS 464230 CALIF HIP DETAIL HIP CORNEA GIRDER RAFTER/END JACK CHART El 4 E: 1A 21650 TD iE: IRSO 21650 PUTTS 5/12 PITCH STINE .2X6 TOP. CHORD1 TILE ROOF •. FALLBROOK . Abbreviations CF: California Fill HG: Hip Girder HS: Hip Set PD: Stud Truss STRUCTURAL TRUSS, INC. CERTIFIED INSPECTION cus ICBO #AA-513 IN STRICT ACCORDANCE WITH (MC .25f7 PREFABRICATED 14 SEP. 1998 cJPtJIIt (Cl CiitTi'us Tha. Ft CD tiooiiiiiui $-r1iJL-4H LUMBER SPECIFICATIONS 41- 6 0 HIP SETBACK 8- 0- 0 FROM END WALL. ANSI/TPI 2 MEMBER-'FORCES 4W OH LOAO DURATION INCREASE • 1.25 + T -7542 8 1- 6806 W I- 876 W S. -694 SIZE SPECIE GRACE PANEL (53 .7, -7972 8 2= 11296 if 2- 1420 II 7 098 TOP CHORDS: I LOADING 1 -7551 3- 12574 H 3- -4102 K 8- -4102 2* 6 OF 02 1-8 . 1 4• 11032. d 4- 11296 H 1 698 KS- £420 BOTTOM CHORDS: IC UNIF 1.1.1 32.03+DLI 20.03- 60.0 PLF 0. .0 TO 0' .0. YERT 7 5- -11032 0 5- 6906 H 5- -094 WIG- 0781 2* 4 OF SS 1- 5 TC UNIF 1.1.1 80.0)401 .4 70.0)- 150.0 PLF 0 .0 TO 33' 6.0' VEAl 16- -7554 WEBS: It UNIF ILl 32.03.014 28.03- 60.0 PLF 33' 6.0 TO 41 6.0' VERT T -7972. 2* 4 OF STUD 1-10 BC UNIF LU .03+01.1 29.03- 25.0 PLF 0' .0 10 41' 6.0 VERT. T -7542 TC LATERAL SUPPORT 4- 1200C, IJON. TC CONC 11.4 298.7)40L f 261.3)- 560.0 (03 0 8' .0' . LEFT - 3472 RIGHT -. 3472 BC LATERAL. SUPPORT C. 120C. VON. . IC CONC ILL 11 298.73 401.4. 261.3)- 560.0 LUSO 33 6.0' . BEARING AREA REQUIRED ISO. IN) NOTE: 1X3 BRACING AT 24 D.C.-FOR • ('a complete trusses u1rc1 JOINI : DPI es? HF/ 8.17 SPF CHORD AREAS .1L3JLATb0P NOT SIIEA1XEO. . . JOINT 9. 5.55 OF / 0.57 HF / 8.17 sr r4- Jo1r together with lEd Caesar, nails staggered at ., I I I IF oc throughout top chords. LJ.J 12 oc throughout Ooltoln chords, OFF PANEL SPL.TCE NOTE: • 3' ac throughout woos. O!f panel point splices are located at 1/5 the panel length .1- 6. at • NoTE: Stagger splicos.on acl)acent members. either end of the panel indicated. except end panels. 8-00-00 •. . . .. - 25-06-00 Ll 12 .. . . . . 12 • 5.O0" .. . . . • C-5x6(SI . -. ZJ5.GO C-4x9 4• . . . C2.5x4.3(NS) C46 C-69 4 C-34 . . i n' ici C-45 (AS) IN . • C'2.5x4.3(HS) C-2.5x4.3U4S) . C-7x11.9N : C7XII.9(S) . .: CNI8-5 .5x17.9 (AS) w/214 . Block NO. 29017 £xp. -•I-99 Scale: 3/16' . . . . . .• JOB NAME: STPUCTURAL *NRY . . W6NI I. 5I.l.d NeeW -: FILE NO:: 41'6 HIP.8 ONLY 2. Sw a I. en,t di. be sds ci d 0.d Nut.. aid 2. tel mwfmdmn .1WSut4 muM I.bMid sIs.040u. W. DATE,. 9/11/1990 '•" blow farm - - - ollwavolm " 8%Mbsdoftn-dMOOMWOWby - 10 conw~ mumurn.. ii. 1P q1twe"Ail OCS. BY: JEM I. Weload disuM be .pS.dia say enut eN.. ud but1W1W - -. mud u?m 11004, dmuM Gov l.ida MeowUiut4i bSIS f1WWq1WuM. SEQ.: 464228 1. Q tenmu enutd s,mud u lumumuuqu.I*r be Vdmu. be. 4u.d mud b dM5., of 5. TIà d..it. *eesd dow.4 I. 6. maksom am, own damlipm ui fsiV. by Sm.T.ism ftt.ked1W. bib.u. W..d Ttimu-. 10"1. u mupy ci Hd Via be buMewd bw C.N.ftmu .. ..d. auwud Hut.,, unless cUwneAes muted. I. 0n to sipporI$.rndussduwn. *nVftr: I.03c 111.1 (53) 3. on to end boUsun ditids is be l.iu,y braced it 2-0 9.0. and at 12 -0 o.c. respectively.M 3. See Inu.ei bul4lng at Istirit buselne esg1r.d ditein 4 4 istsll.n ml 11us$ is Ui. tsup.rulbIy ci Out respective couitic?c,. be bus 5. ...selgn ssvm.s hums ci. I. Used uutmcorrenvs snvire.VNeM. and sec for dey cseidiiiun of 'ice. Design esutim.d lull beaft at all muppesbu shown. Sb1m ., wedge H 7. ,jrutss edeqáiis .li c. /`*~013mixTirus In H utg. is provided e. Pushes shill be located on both locus of huh and placed to Uteir center lines cubuddo Wilt joint csnteu line,. . ..esi,sc1.q... - rni'i.s a. Digits Idlest, size of plate In mete,. 10. Far basic dselgn vjmu .f the C.repiilu. Post. indicated by O.pr.hix soe s.C.ic.o elt. qii The Ceinpuin.. Ib1 S.eiian)'hie Is Indicetud by the Sieflu. CN. Uie ignstoi lIBI inç.tes 10 go. rniteui& used. All octet. ci. 2096. - 11111 II IHift :7f •-fr)-L (D /-/4 ii / CompuTrus.In... Manufacturing • Engineering • Computer Systems FRAMING DETAILS WHERE HIP TERMINATION POINT DOES NOT MEET WITH COMMON TRUSS. RIDGE JCOMMON TRUSS- = COMMON TRUSS COMMON TRuSS - B _________________________ J EXTENDED TOP CHORD SECTION HIP RAFTER =11: STRUCTURAL TRUSS IN HIP GIRDERTRUSS CERTIFIED INSPECTIO9 I 8 ICBO #AA-513 EXTENDED END IN STRICT ACCORDANCE END JACK BOTrQM CHORDS u WITH UBC 25-17 PREFABRICATED SETBACKFROM END WALL AS SPECIFIED = ON ENGINEERING EXTENDED END jACK TOPCHORD -V #1 02 03 94 COMMON TRUSS 40 SETBACK FROM END WALL AS SPECIFIED ON ENGINEERING FILE NO: CALIF HIP DETAIL DATE: 01/01/96 REF: 2515-1 DES: SC SEQ: S151508 UBC-94 TER CROSS BLOCK HIP TRUSS See EngTneerelnQ for Details Ii V U U II! U 2x4 Veilical at I 4.0 o.c. typical ASJ lx LATERAL BRACING AS SECTION A.A SPECIFIED ON ENGINEERING 2x4 2400F 5'-8" 2100F 51-7" 1950F 51-6" 1800F 1650F 5'4" / 1450F SS OF 5'-8" #1&B OF 5'-7" #1 OF 514' 02 D 5'4' SS HF 5'-5" #1&B HF 5'4" #1 HF 51-4' 02 HF 5'-l" No. 29077 EXP. 3-31-99 °Noj4ô17 FILE NO: Hip Corner Rafter - 30 DATE: 01/01/96 REF: 25-1 DES: SC SEQ: 5250502 UBC-94 DETAIl. HIP CORNER RAFTER GER ATTACHMENT UI HAULS AM FACE OFTRUU VI To KING P0 DETAIL () MID CORNER TSR llllllllllllll_:5.,rj.t,rz,,llfi 6#,Q 61J /CampuTrus, Inc. Manufacturing • Engineering • Computer Systems HIP TRUSS LOAD DURATION INCREASE u 1.25 SPACED 24 O.C. LOADING IL (16.0) • DL (14.0) ON TOP CHORD • 30.0 PSF 2-2x4 6'-9" 6';?- 6'-6" 6'-4" 6-1" 6'-8" 6'.?- 6'-5" 6'-5" 6'-4" 6'-? STRUCTURAL TRUSS INC. FdLl • . CERTIFIED INSPECTION . IS ICBO#AA-5.13 ® IN STRICT ACCORDANCE WITH UBC 25-17 PREFABRICATED ALLOWABLE SETBACK FOR BEAMS OF SIZE AND GRADE AS SHOWN 4x4 2x6 2-2x6 4x6 2x8 2-2x8 4x8 2x10 2-2x10 4x10 7'-1" 8'-O" 91-6" 9'-11" 9'-10" 11'-8" 12'-2" 11,-la- 14'-l" 14'.7" 6'-19" 7'-l(" 91-3" 91-8" 9'-?" 11'-5 11'-10" 111-6" 13'-8" 14'-3" 61-9' 7'-ff' 9-2" 9'-6" 9'-5" 11'-3" 11'-8" 11'4" 13'-6" 14'-0" 6'" 7'-7" 9-0" 9'-4" 9'4" 11,-i" 111-6" 11'-2" 13'4" 13'-10" 6'-?' 7'-5" 8'-10" 9-2" 9'-2" 10'-Il" 11-4" 11 -(r 13'-1" 13'-7' 61-4 7'-2", 81-?" 8'-l? 8'-10 101-6" 10'-11" 10'.7" 12'-7" 13'-1" 6'-11" 7'-11" 9-5" 91-9' 91-7" 11'-?" 12-0" 10'-11* 13'-g" 14'-5" 6'-10" 7.7" 9-3" 9-8" 8'-10" 11'.? 11'-l0" 10'-? 12'-9" 13'-10 6'-9" 7-3" 9'-l" 9-6" 8'-5" 1O'-8" 11--6. 91-8" 12-2" 13'-2" 6'-8" 6'-l? 81-S" 91-? 8'-.i 10'-2* 111-0" 9-3" 11'-8" 12-7" 6'-8" 7'-7" 9'4O" 9.4 9..4 11-1" 11-6" 10'-10 13'-4" 13-I0" 6'-7" 7'4" 8'-10' 9-2" 8-7" 10'-10" 1114" 9'-10" 12-4" 13'-5" 6'-7" 7'-l" 8'-10" 9'-2" 8-4" 101-6" 11'-4" 91-6 12'-0" 131-0" 6'4 6'-10" 8'-7" 8'-l? 8'-O" 10'-? 10-il" 9'-2" 11-6" 12'-6" 2 - Denotes double minberbsam required Join together with 16d nails at 12" O.C. 11111111 1111111 j iii- )/6cj'? FFZ-/r, uTrus.Inc. g • Engineering • Computer Systems END VERTICAL MAY BE OMITTED IF TOP CHORD IS ADEQUATELY SUPPORTED. C-12.6 SEE CHART 2x4 or 2xG -2.5x26 II 2x40r2x6 C-1x2.6 I. . SEE CHART FOR MAX. SPANS AND LUMBER GRADES NOTE: CONNECTOR PLATES SIZED FOR HANDLING ONLY AND MAY BE REPLACED WITH EQUAL FASTENER. DEFLECTION CRITERIA (MAXIMUM ALLOWABLE) SLOPE < 4:12 = L/240 LIVE LOAD SLOPE > 4: 12 = L/180 LIVE LOAD IF DL '= .5 LL (ALL SLOPES) = L/180 TOTAL LOAD CEILING-JOIST = 1/240 LIVE LOAD FILE NO: Rafter/End Jack Chart DATE: 01/01/98 REF: 25-1 DES: SC 11111111111111111 11111 11111 HIll liii lilt RAFTER SPAN CHARTS - 1998 LOAD DURATION INCREASE = 1.25 SPACING = 24 O.C. RAFTER SLOPE c 4/12 RAFTER SLOPE >= 4112 C. JST TCLL (PSF) 20 20 20 16 16 16 10 TCDL (PSF) 8 . 15 20 7 14 19 5 r/TAI IDCt Q 12C An GRADE SPECIE - 2x4 SS OF 8-3" 7'-6' 7'.2" 9-9" 7.11" 7-6" 10'-5 2x4 #1&BTR OF 8-1" 7-5' 7-1" 9-7' 7'-g 7'-5' 10'-2" 20 #1 OF 7-11" 7-3' 6'-11" 9..5.7'-7" 7'-3" 10-0' 2x4 #2 OF 7'-9" 7-1" 6-9" 91-1" 7'-6" 7'-l" 9-10" 2*4 CONST OF 7-2" V.S. 6-0" 7-11" 6-11 6'-5" 9'.7" 2x4 STUD OF 6'-2" 5'-6" 5-2" 6'-10" 6'-0' 5'-6" 8'-6- 2x4 STANDS OF 54" 4-9' 4-5" 5'-11" 5.2" 4'-9" 7'4" 2x4 SS HF 7'-9" 7.-i" 6'-9' 9.3" 7-6" 7-1" 9'-10' 2*4 #1&BTR HF 7'-7" 6'-11' 6-8" 91-0' 7-4" 6'-11" 9-7" 2*4 #1 HF 7'-7" 6-11" 6-8" 91-0" 7-4" 61-11" 9'-7' 2*4 02 HF 7-3" 6-7" 64" 8'-7' 7-0" 6'-7" 9'-2- 2X4 CONST HF 7,-i" 6.4" 5'. 11" 7-10" 6-10" 6'4" 9'-2- 2X4 STUD. HF 6-2" 5'-6" 5-2" 6-10" 6'-O'. 5-6' 8'-6- 2X4 STAND HF 5-4" 4'-9" 4'-5 5'-il" 5-2" 4'-9 74" '4 2400F MSR 8-4' 7'-8" 7'4" 91-11" 8-1" 7'-8' 10-7" 2x4 2100F MSR 8-1" 7'-5" 7-i" 9'-7" 7-9' 7-5' 10'-2" 2x4 1950F MSR 7'-11" 7.3" 6'-11" 9-5" 7'-7" 7'-3 10-0" 2x4 1800F MSR 7-9" 7-1" 6'-9" 9-3" 7'-6" 7-i" 9-10" 2*4 1650F MSR 7-7" 6-11" 6'-8" 91-0" 74" 6'-11" 9'-7- 2X4 1450F MSR 7'-3 6-7" 6-4" 8-7" 7.0" 6'-7" 9-2' 2*6 SS OF 12-11" 11-10" 11'4' 15'-4' 12-5" 11-10" 16'-4- 2x6 #1&BTR OF 12-9" 11'-7' 11.-i" 15'-l" 12'-3' ii'-7" 161-0" 2*6 #1 OF 12'-6' 11'-5" 10'-10 14-3" 12-0" 11'-5" 151-9" 2*6 #2. OF 12'-1" 101.10" 10-1" 13-4" ii 1-8" 101-10" 15'-5' 2*6 STUD OF 94" 8-4" 7-9" 10-3" 91-0.8'-4" 12-9" 2*6 SS- HF 12-3" 11-2" 104" 14-6' 11"-9' 11-2" 15.5" 2*6 #1&BTR HF 12-0" 10.-11" 10-5" 14-2" ii'-6' 10-il" 15'-V 2x6 #1 HF 12-0' 10-11" 10-5" 13'-ii" 11-6" 10.-il" 15-V 2x6 . #2 HF 11'-5" 101-5" 10-0' 13-2" 11'-O" 10'-5" 14-5' 2*6 STUD HF 9'-4" 8-4" 7-9' 10-3" 9-0" 8'-4 12-9" 2*6 2400F MSR 13-2" 12,0" 11-6" 151-8" 12'-8" 12'-0" 16'-7" 2*6 2100F , MSR 12.9' 11-7" 11,-i- 15'-l" 12-3' Ii'-?" 16'-0' 2x6 1950F MSR 12'-6 1i'.5" iO'-ii 14'-10 12'-0" 1i'-5" 15'-9" 2*6 1800F MSR 12'-3" ii'-2" 10'-8" 14-6" 11-9" ii'-2" 15'-5 2*6 1660F MSR 12-0' 10'-I1" 10'.5 14-2' 1 11-6' 10'-11" 15'-i" 2*6 1450F MSR 11-5" 10-5' 10'-0" 1 13-6" 1 11-0" 10'-5" 14'-5' STRUCTURAL TRUSS INC. CERTIFIED INSPECTION ICFO MA-513 C IN STRICT ACCORDANCE WiTH UBC PREFAB RI VIS as UI Ii I lisi I., '-Nm.. 4sy S_son.. 11111 III II flu ...-ri' ''- 3 i/ 1111111 [III IIllhiiIHHIIIII 1111101 I LUI40ER'SPECIFICATIONS SIZE SPECIE GRACE PANEL (S) TOP C1IOROS: 2* 4 OF I166TR 1- 6 BOTTOM CHUMS: 2* 4 OF 619STA 1- 4 14E05 2x OF 5T410 TC LATERAL SUPPORT (- 120C. VON. BC LATERAl. SUPPORT (- 12'OC. UOW CD 14- 6- 0 STUB HIP SETBACK 0- 0- 0 FROM END WALL ANSI/Tel SINGLE MØIBER FORCES ill OH - LOAD OURAT(ON INCREASE - 1.25 + 1 .1- 0 0 1 1390 11 1- -77 H 6- 132. T 2- -19B1 8 2- 1901 N 2. -1793 N 7 -JOS.- LOADING -1059 8 3-. 1972 K - 536 W B- 150 -2009 0 4 2076 N 4- -3 hIS. -Sico IC UNIP LL4 32.01 °CL( 28.0)- 60.0 PLF 0. .0 TO 6 3.0 VERT 7 5. -2211 w 5- -ide TC WIIF LLI eo.op.OL( 70.0)- 150.0 PIP 6 3.0 TO 6 6.0 VERT 1 6- -2295 IC UNIF LL( 32.0).CL( . 2e.o)- 60.0 PLF 6 €0 TO 14 6.0 VERT . BCUt4IF LL( .0I06L1 2.0).- 25.0 PLF 0 •• .0 TO 14 8.0 VERT . LEFT 1249 RIGHT - 1126 IC CONIC LL( 298.)$,UL( 261.31 560.0LBS 6 3.0 BEARING AREA REQUIRED SO. IN) r TC COlIC LLC 298.7140L( 261.3)- 560.0 LBS 6 6' 6.0 JOINT 0 2.00 or / 3.00 l / 2.94 SPF . . . .. JOINT 7 1.60 OF / 2.78 HF / 2.65 SPF . . . -a . • -3 . . . . . . . 6-03-00 0-Q3-0O 8-00-00 . •.. - 'il -. 1' ... :4 12 12 C-1x8 C-x6 2- C-2.5x4.3 C-1x2.6 C-1x2 .6 51 -2.5x6 C-2.50.7 C-2.5x4.3 C-x6 C-2.5x4.3 . 14-06-OD STRUCTURAL TRUSS INC. CL CERTIFIED INSPECTION I080#AA-513 IN STRICT ACCORDANCE WITH UBO 25.17 PREFABRICATED Scale: 3/0' WAMMOM 0.0 i. eg "*a,n odwomw b.ku..0w.vWu SIr..... 7. I.gwd ..sI.I - di.ddb. .e4.f ii O..dN.s sod W..*.ø bsIu,os sooimu. •• I. Ii2 .s-.._L.. VA boodoll arm bsS...bl whom 0. LI ksaodI.s. Is : ..atb. dsd p.sWodby dodgsor SI 06ss5SJluu. c*u..soim..Ii. i.qso*4y ON amh . I. S. IIo.d J.u4I S. .4Øs4. %I ..SI1 ..b.i4 sod tisosou on mewme. Md A so V.,. i*..dd my 100116 ~w ohm deft" 7. bode 5 514570157W14. S. CSSpS*lU 600M ..idod iso .d sartmes sesop.ii*Siv he tUjU.iu.Ii.q. d4so4 sod b.t.Sm SI essoposests.. U 44,b èsd .ui I. S.. 1SJWw so Su 4 sil IsiS. SS.sToso w..d y... S.04i. . oev .1 eNds .51. *sieN.d Si C.ssooso soso sisso4. ,.1.d: WD. AriVur: 1.03c (IL) 1531 cisodi to bs Iitsisliy brsced at ieip.ciiv.ty. I bridog rooulr.d wdso• .h.soi . 4. polSlbiiilv 01 5.5 .ip.civ. CofWPoC1s. LOSS soel in. non.c.u.aiva envi,onenI. c_.3- use. I 2umPuTrus1ncE it all supportsshown. ibn a, wedge It C-TI n.g. is provided. t I.e.. of gus. and gisoedi. Ussi, w.tei si ii,,... ilso. S COAIPUIUS Flat.. 1ncstod by Si. prolix Mat4a Is indksttd by 5.. psilb CN the go. niateriol isused. All cikers we 20g.. - FILE NO., 163 WI 19 STUB DATE: 9/11/1998 DES. BY: 1JEU SEG. 464229 iIllIIIIIIIllI,_#_r_, 1%J:.- (J c :' / CompLiWus.In. Manufacturing • Engineering 'Compyter Systems V.5. Valley Jacks • RIDGE BOARD — CI 24 o.c. 7 FILE NO: CALIF FILL DETAIL DATE: 01101196 REP: 2515.1 DES: SO SEQ: S151509 UBC-94 DETAIL FOR CONVENTIONALLY FRAMED VALLEY FILL VALLEY JACKS . SPACED 24 e.c. CLEAR SPAN NOT TO EXCEED O.0. FOR SIZE AND GRADE SEE END JACK CHART OR RAFTER SPAN TABLE UNDER APPROPRIATE C.S.I. LOADING. VALLEY PADS 14 OR 2. 20s. . JACK POSTS 24's TO BE PLACED UNDER VALLEY JACKS AT NO MORE THAN 8'O O.C. AND NAILED TO JACK PURLINS. . . JACK PURUNS . 2K4x4'-W SPANNING OVERTHREE TRUSSES UNDERNEATH/ND PARALLEL TO VALLEY JACKS TO WHICH THE JACK POST SUPPORTS ARE NAILED. . RIDGE BOARD . MINIMUM 24 NO. 2 HEM.F!R. ••: . RIDGE POST . 2x4's TO BE PLACED U$DEA RIDGE BOARD AT NO MORE THAN 5'-W e.c. AND NAILED TO RIDGE PURLIN. . RIDGE PURUN . 20 WHOSE LENGTH IS 112 1HE VALLEY WIDTH AT THE POINT A INDICATED BY A RIDGEPOST. NAILING PER U.B.C. 1997 TRUSS END WALLGABLE END Xox.j ,,,,, JL/\S\ is . : I I Jack OR GIRDER TRUSS I IPost / 11 Rldoe PUMA :J o:,ck P ~ud I n: ~~. SECTION A . .1 s SILi; ..INO, CERTtFIED INSPECTION ICRO#AA.513 IN sTR::i ACCORDANCE Vi U30' 25.17 PREF;::.ICATED 11111111111 liii _-ri clJ LUMOER SPECIFICATIONS . 5129. SPECIE GRACE PAL(S) TOP CHORDS: 2x Of 02 1-8 BOTTOM CHORDS' 2x OF 5$ 1-8 WEBS: 2x OF 55 4. S. a 2* 4 OF STUD 2. 3. 9.'-7. 9-12 2x OF •a 1.13 TC LATERAL SUPPORT 40 120C. UON. 8C LATERAL SUPPORT 4- 120C. UON. Caution: Note bearing was regulrements'. 41- 6- 0 GIRDER TRUSS SUPPORTING 39- 9- 0 ANS/TPI 3 MEMBER ;FORCES 4W CM LOAD DURATION INCREASE - 1.25 • 1 1- -17412 9 1- 15903 W 1- 6758 W B- -247 T 2- -15903 6 2- 18141 W 2- -2334 W Be LOADING :' - -16141 8 3- 7062 '4 3- 327 '410- -114: 1 4- -7052 B 4- -16833 W 4- 11553 NIl- 29( IC UNIF I.A( 32.0)40L( 28.01- 60.0 PLF 0 .0 TO 41' 6.0' VERY 1 5- 16833 .65- 6927 '45- -3615 1(12- 19t BC UNIF LLI 250.7}4CL(' 358.61- 519.3 PLF O .0- TO 11' 6.0' VERY T 6- -6927 B 6- 17868 II 6- 24910 '41.3- 62( T 7- -1786 0 7- 15996 II 7- -7407 Be CONC LL'OL- 3316.0 LOS 6 4 3.0 . I B- -17511 8 0- 15996 BCC0NC.LL4O- 3316.0 LOS 637' 6.0 Loads as given l.Efl 8445 RIGHT - 8487. INT. - 17695 6 20'- 9.0 complete trusses required. Joln'togethei with I6d Common' nails staggered at . 'BEARING AREA REOUIREO (SO. IN) (3 1 . 12. oc,thraughout too chords.. •'. . .JOINT 1 13.51 OF / 20.05 HF 'I 19.07 SP, 3 cc throughout bottom ciloills. JOINT 9 13.58 OF / 20.95 HF / 19.97 5FF 12 cc throughout webs.' .., .•' JOI4T.I3 28.63 OF / 44.19 HF / 42.11 SPF NOTE: Stagger splices On ed)cent members. . . • OFF PAWL SPLTCE NOTE: :Off panel point splices are located 4 1/5 the panel length 4/- 6 at either end of the panel indicated. iicept end panels. '.'J $TRU0'rURALTPU$S INC, CERTIFIED INSPQTION fi37 J . IOBO #AA -513 fo I ç. 'Laterally brace to roof diaphragm . IN STRICT ACCORDANCE 'r 29017 a web brace required . WITH UBC 25-17 * * 4-00-00 PREFABRICATED3..06...Q0 $Z EK' . 4-00-00 12 9'ASI CN-5 5x11 5.00'_ . . C-5.5x7.7(AS) . 12 'Z15.00 C-7x7.7.: C-5.5x7.7 C-'5.5x9.4 CNIB-5.5x17,9 CNI6-5.5x13.6 C-5.5x7.7. •' C-7x7.7 m C-5x14.5 -5x 14.5 CM 1,7 CN-7xfl 19(AS) 6 97-6 Scale: :3,16. 41-UD-UU Fmovice.FuLL FROVIOE.FULL BEARING. # IUCTURAL - 'HENRY' I. and mOstdøutw Wto. Ss FILE NO.: 11-6 GIRD X 39-9 W/PL WtouS, bsbo...miuml.. ... I. JA3 st..,wstuo ste b.iC sonbs Ss elvare olievot I. DATE: 9/11/199.8 4 dM1 IIJdtstI..mTstd pulstd br.q. auto to dfttgoed emlp.ito.d by 4st.tau.I. e..... C.it.tlll SIt.S it. IWUtp to o toes 0(5. BY: JEM 5. m.s.si Jstttobaaptols auy ._..tot.e .it..toyei bst.au .uauustkls. area so stto mybod. stwesadum bed. swappoSa is sty stftçsm.d. 5(0.: 464231. . S. rt... ow .~4w ad ss (stilt* leitoi, toi. essts.I ..d tottotosi. .fa.tst.. 7. ! esisti b I ,O0..dsi*4i I. e.lnlWsa. Me issdu.a.sIfsre. %y Trst, Ito. ba*id.S.1.b. We" Tows".Iim41.. uy4l with sUb. toVd..d by Cs.tom, istau 0siim lists.. vidois .ths.wl.s noted: 1. O..,lga is rippoit laud, as shown. AnVer: 1.03c UL) (531 2 Ouulpi aiom the io a.'d bottom Chords, to be Isloidly braced to 12'-0 2'.O oc _• ol s.c. respectively. 2*4 baect br1tgln a, lataful br.cisg ..i4,.4 whir. a!stwn 4 4 lrwtitlalon of sun the .s.ormlbilfly at (ho leopactivo curWactu. S D..uln a.im,s nst.os a,e to be usa. ii. nen.corvoah,a cr,vl,.,,n,iit. md a,. (or -dry cal of ofuse. . oa.n a.uuma. lt bsoiig at supper to aitova.. SIOn or wedge If 7puTrus Inc. u'&,lmes 7 adequate ,&iuugS I. pvovlded REM C. be locto.d a. both (ace! at (run, and placed as Omit cstttst In.. cts. (h joint asmur lines.. ccv.cs *.r'tsto C. 051to Indicate, .iz.t plate in Inches. 10. For bs.Icdu.IgnviSiss .1 (hi Camputn Plato, edcat.d by the pr.Ii* C" a.. l.C.B.O. Ru. 11 II. ThiC.inpuuus (tat Setli.n iiats I. todieat.d by Ca prsUa CN. thu d..lgnsWsClecMeslSg..snotsitdbuod.M.Ilwa.m2Og.. - ANSI/11131 2 MEMBER'FGRCES 4W OH 1 1- -7185 B I- 6466 W 1- 822 W 6- 791 r- I 2 -7564 B 2à 10446 N 2" 1320 W 7- 62(- 3- -7185 0 3- 11562 H 3- -3616 H 0- -361* T 4- -10914 B 4. 10446 H 4. 020 H 9- 132* T 5" 710911 6 5- 6486 H 5- -796 HID- 622 T6- -7106 I 7 -7594- 7 8- -7186 LEFT .I •. 3310 RIGHT - 3316 BEARING AREA REQUIRED (SQ. IN) .JOINT I 5;31 OF / 8.19 HF / 7.81 SFF JOINT 9 5:31 OF / 8.19 HF / 7.61 5FF 2 OFF PANEL SPLICE NOTE: . Off panel point splices are located 110 at-115-.the panel length 4/- 5" at either end of the panel Indicated. except end panels. - C-1.5x2.6 111111 1111111 ._-r' ¶Ac1::_- - LUMBER SPECIUCAT TONS SIZE SPECIE GRACE PANEL (S) TOP CHORDS: 2x6 OF 12 1-8 BOTTOM CHORDS: 2x4 OF •ISSTR 1-5 4EBS: 2x 4 OF STUD 1-10 39- 9- 0 HIP SETBACK 8- 0- 0 FROM END MALL LOAD DURATION INCREASE • 1.25 4 LOADING TC"UNIF LL( 32.0) IOL( 28.03 60.0 PLF 01. .0" TO 6 .0. VERT TO UNIF LLI 80.0) 'OL( 7001. 150.0 eli e .0- TO 31' LO" VERT IC t.JNIF LL( 32.0)40L( 28.03- 60.0 PLF 31' 9.0" TO 398 9.08 VERT C UNZF LL( .014OLC 25.0)- 25.0 PL 0 .0. 10 3V 9.0 VERT IC CONC LL( 298.73 4OL 251.3) 550.0 LBS B B .0 IC CONC LL( 29e.73404.1 251.3). 560.0 LBS 8 31' 9. complete trusses reQuired. ,Join together with 16d Common nails staggered at C 21 12" cc throughout top chords. 12" cc throughout bottom chov'ds 12" cc throughout webs. • IC LATERAL SUPPORT <• 12'OC. $JON. BC LATERAl. SUPPORT '- 120C. UDJ4. NOIE: 1X3 BRACING AT 24" O.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEA TlEO. HIPII-THRU :SINGLE MEMBER AS SHOWN, SPACED 24" cc. NOTE: Stagger splices on adjacent memberS. 2x4 vertical at 48 cc q 8-00-00 'a"typical.23-09-00 8-00-00 01 12 5.oad" . C-516CS} . .. - C-49.4 .j• C-2.56(NS) C-4x6(AS) C-40.4 • . I.50' c-2:5x&3 (S) $ C-2.56 Cn Not lo~ -3x9.1 co 0.5561 . . .. CN-5.504.5(AS)w/2x Block C30.4 C-3x9.4INS) •, • . C-25x4.3(NS) C-2.5x4.3 C-5x11.9(S) C-5.5xIL9(S . . STRUCTURAL TRUSS I 'CL CERTIFIED INSPECT,o IS ICBO#AA.513 IN STRICT ACCORDAN( WITH USC 25-17 PREFABRICATED 1• - 39-09-00 . . .• : .. Scale: 3/15 . . •• . NAME STRUCTURAL - 14E16P( emsmJOB . . .. . me siC celitutes ..ew.,b1?..iceuavat4 ieee.... . Ocular I. support l•4e as chew'. •• AnVer: 1.03c (IL) (53) FILE NO.: 39'9 HIP. B 1. .d e.aScuuasiWs8UI es4 .f at bsf-r.cee.cu Ce$n jmcu the top and bolt.m ctwrdo to be lairafly br.e.d al 2 0 O.C. and at 12% O.C. epccdvdp _____ We.ew 1. -- atcu_ e • 2x4 eneant brldprq or M.i.t bra equbed where shown + 4 . • OATE 9/11/1998 All kind fa ..sflto.0 dm1.11 red us hewov e.d,lI1 I8U. eant b. of..m0 ..Ope.heCW d.f ftpsl.relatw.. Ir..t.Ieaen of flu.. thu reupeul of the toupuc*lvu contractor. S. Ossign iwe. man.. are I. b.c In. qwn.cerculve snyirorynunt, end era for "dry e.n1fCon of ire. - C..quUIa sanlanes rwp.mbly for uudbb.s. B. Dn me. , t supports at all pporis down. Slim aiw0d98 it escecidry. 03mpuTrus Inc. / OES. BY: JEW S. luatde.MbS59Pto4 e.e. wall after ate.atq .4 hetoi anqulofito. - M e.Omsddd y . v. - M 7. IlMA ISr1SI 1dUMtI dUitts go Is prsvldsd B. %ã Mall be located laces of flu.., and pt.e.d us their canto. UI*III jail center See.. • SEQ.: 464230 0. as tisi e.*t u.w vd e. _ ie.u.en's. me. ..dtoire ci ece,sem1a. - Its .l. of plate In Inch... 10. For basic deu.p values of the ampule.. Plate, freftnedblihavrefix Ivac1IIuseu:.ce:ri.rC:i 7. Men &PdV I.0.ddd .atj.d ladmiMesdue. susan #040 aM fuuCu by the ye.. sets he000, h"Imd. blood frea. iss.el".are,r.? • lithe Coipuflu, Net Section plateI. Indlcit.d ti, pra?x 0N. the . a didgn.te, (let ln(rcstes 1*ga. tansi te . All Clique .rs20 go. LUMBER SPECIFICATIONS TRUSS SPAN 39- 9.0" I..OAD DURATION INCREASE.-.1.25 SIZE SPECIE GRADE PANEL(S) . . SPACED 24.0" O.C. TOP CHORDS: . 2x 6 OF 52 1- 6 LOADING BOTTOM CHORDS: . . . LL( 16.0) +DL( 14.0) ON TOP CHORD - 30.0 PSF 2x 4 OF 51 1- 4 . DL ON BOTTOM CHORD - 10.0 PSFs WEBS: . . TOTAl. LOAD- 40.0 PSFII 2x 4 OF STAND 1- 7 . NB PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. TI LATERAL qtjpPflT i'rm IJflPJ BC LATERAL SUPPORT <. 12"OC. lioN. OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the pane] length +/-.12".at either end of the panel Indicated, except end panels. . . 19-10-08 'C-5X6 6.0.8 C-5x6 (S) C-5X6(S) C-2.5x413(NS) C-2.5x4.3(NS) ,.. 12 12 5.00 C-1.50.4* C-1.5x3.4 IlIALT. i'-6" STUB DETAILNI C-3x7.7 C-1.5x2.6 - L - TPI92/UBC94 SINGLE MEMBER FORCES GD T 1- -2735 B 1- 2491 W 1- -316 .T 2- -2451 B 2- 2085 W 2- 364 -1740 B 3- 2085 W 3- -643 -1740 B 4- 2491 N 4= 954 ,T - -2451 w 5- -643 T 6- -2735 N 6- 364 . Wi- -316 LEFT • 1391 RIGHT or 1391 BEARING AREA REQUIRED (SQ. IN) JOINT I . 2.23 OF / 3.44 HF / 3.27 SPF JOINT 7 2.23 OF / 3.44 HF / 3.27 SPF 3 0 /~] A We N,4 %'_ 'II'c I IICD vt 40806 OF cd I LO JAI .1 • JA '$ .J ..JA'$..J C-3x7.7 : F Scale: 3/16" C-2.503 M) C-50.70. C-2.5x6 (AS) STRUCTURAL TRUSS INC. CERTIFIED INSPECTION ICBO #AA.513. IN STRICT ACCORDANCE WITH USC 25-17 PREFABRICATED W*I5I0$, Osnsrd Not.,, urd..s oths,wl.. noted. 1. flood .0 Oen..I Net., and Warning. but.,. .ensuu.tl.n of tn...... 1. Design to support load... shown. AnVer: i.01 (IL) FILE NO.: T-39-5-400 2• BuU4er and .,.etlen eent,aatss should b. .d.ta.d .falO.n..l Notes and 2. Design assumes the top and bottom chords to be.lateraliy braced at 2'•0 o.c. and at 12• o.c. respectively. Warning, b.f.r. eanruuetlsn cemmunees. 3. 1s3 compression web bracing mull b. Installed where chew,, •. demerits bs.ebtg. 2.4 Impact bridging or lateral bracing recommended where shown + + Installation of truss s the ruponalbib y of the respective contractor. DATE: 12/16/96 . AN tstmui fare* resisting such an temporary and permanent Design assume, trusses are to be use In. non-corrosive environment. mull be designed and provided by designer of aemplste etiuller.. Computru. assumes no responsibility for such fuming.0. "dry and are for condition of use. Designassumes full boozing at all supports shown. Shim or wedge I! necessary. 1:13MpuTrus Inc; REF.: 25-1 DES. BY: JJ brathig 5. Ne,isad sheuid be eppl.d is any eempensnt sails after .0 and faster or mplet.. and am. time should any usda er.atw than design 7. eaigt% assumes adequate drainage I. provided. S. lates shell be located on both faces of truss, and pieced so their center SEQ.: 21650 lead, be applied to any eempenssit. Cemputsus his no eentrol over and swum., no responsibility for the lines coincide with joint center lines. . glta Indicate sice of plate in Inches. Manisactuwso. tNcICC=l . COMPUTER eastiwe fabdeetlen. handling. shipment and Installation,"components. For basic design values of the Computn.is Plots, Indicated by thó prefix T. This design Is furnished subject is the Imitation, in trust designs i.e fekit by the Truss Plate militate bslrudssg Weed Tnsse.a. Hear, a espy of which will be fwnl.issd by Cemputnis upon C",.see l.C.B.0. R.R. 41 I 11. The Computrue NetSect on hate Is Indicated b the prafix CN thi designator (19 Indicates IS go. material is uae • All other. are. 20 ga. amipuTrus Inc. TRUSSES SPACED AS REQUIRED NAIL TRUSS TO SPACER — WITH 2-I6d NAILS PARALLEL ONE SIDE. I i TOENAIL TRUSS TO TOP WITH TOP PLATE THROUGH SPACER OPPOSITE SIDE. SPACER BLOCK FLUSH 3 SP I6d NAILS PLATE WITH 2-16d MAlI Iq rr4? BLOCK INTO 44 A TOP PLATE EXP. 5-31-00 1.II ilLA[ 2-16d NAILS INTO STUDS SPACED AS REQUIRE!) SECTION A A e STRUCTURAL TRUSS INC. CERTIFIED INSPECTION ICBO #AA-513 IN STRICT ACCORDANCE ALTERNATE EXTERIOR WALL DETAIL WITH UBC 25-17 PREFABRICATED ... EVE BLOCK WITH 2-16d NAILS - ) PARALLE!. ONE END, 2-16d NAILS TOENAILED OPPOSITE END. SPACER BLOCK WITH SEE NAILING REQUIRENtNTS 3-16d RAILS INTO M FOR SDO'SON R2.5 CONNECTOR.. TOP PLATES FILE NO.: BLOCKING DETAIL DATE: 12/1/84 REF.: 25.15-1 DES. BY: ST SEO. STANDARD TOENAIL 2-16d INTO EVE BLOCK NON-BEARING PARTITION PERPENDICULAR TO TRUSSES TRUSS mpuTrus Irr. BC? fiORD \TRUSScLIPOP-I ' I - . .-. 1-16d MAIL OR . . . Jr WITH . • EQUAL. 4 - •.. 0%9 r -1, 2x4 BLOCK-ATTACH WITH 2-16d 1 BJ SECTION TRUSSES SPACED AS REQUIRED G) NAIL TRUSS To 1 NAIL SPACER BLOCK 9L.00E TO TRUSS rr3 © SE? NEXT rnaACx NAIL AJ?ZR TRUSS AND _____ ,USSES ARE ERECTED ., TOE NAIL TO PLATE C 1 CJ FILE NO.: CONNECTION DATE: 611/14 REF. 253)OES. BY: SC SEO. STANDARD ttt1 GERTIFI DIN PE TION ICO#AA513 IN STRICT A WITH UBC 25-17 I1 PREFABRICATED 2 X OVERHANG (MIN.) OVERHANG .1. J. J. DESIGN CRITERIA I MOMENT: (W)(L2) < 1.25 (2)(FBR)(S) I DEFLECTION: (3)(LL + K(DL))(L4) 5DEF (24)(E)(I) SECTION PROPERTIES DEFLECTION: 20: S= 3.063(/N)' 1= 5.359(IN)' K=0 FOR DL < .5 LL 2x6: S = 7.563(1,V)3 1 = 20.797(IN)4 K1 FOR DL .5 LL 2x8: 5= I3.I4t(IN)1 I = 47.635(JN)4 DEF = L/240 Inc. Manufacturing • Engineering Computer Systems I STRUCTURAL TRUSS INC. L CERTIF( : IN STRICT ACCORDANCE WITH UBC 25-17 PREFABRICATED MAXIMUM ALLOWABLE OVERHANGS FOR TRUSSES AND RAFTERS LOAD DURATION INCREASE = 1.25 SPACING = 24 O.C. LIVE LOAD (PSF) 20 20 16 16 16 DEAD LOAD (PSF) 8 15 7 14 19 TOTAL LOAD (PSF) 28 35 23 30 35 SIZE GRADE SPECIE E FBR MAXIMUM OVERHANG 20 #2 HF 1.3 1466 3-5" 2-10' 3'-8" 3-0" 2-10' #1 HF 1.5 1639 3'-7" 3'-0" 3-10" 3-2" 3-0" SS HF 1.6 2415 3-8" 3-1" 4'-0" 3'-3" 3-1" #2 OF 1.6 1509 3'-8" 3-1" 4'-0" 3-3" 3-1" #1 OF 1.7 1725 3-9" 3'-l" 4-0" 3'-3" 3-1" #1&BTR DF 1.8 1984 3'-10" 3-2" 4-1" 3'4" 3-2" SS DF 1.9 2501 3-11" 3-3" 4-2" 3-5" 3-3" 1450F HF 1.3 1668 3-5" 2-10" 3'-8" 3'-0" 2.10" 1650F HF 1,5 1898 3-7" 3-0" 3'- 10" 3-2" 3-0" 1800F HF 1.6 2070 3-8" 3-1" 4'-0" 34" 3-1" 1950F HF 1.7 2243 3'-9" 3-1" 4-0" 3'-3" 3-1" 2100F HF 1.8 2415 3-10" 3-2" 4'-l" 3'-4" 3-2" 2400F HF 2.0 2760 4-0' 3-3" 4'-3" 3'-5" 3'-3" 2x6 #2 HF 1.3 1271 51-5" 4-6" 5-10" 4-8" 4-6" #1 HF 1.5 1 1420 5-8" 4-8" 6'-l" 4-11" 4-8" SS HF - 1.6 2168 5-9" 4-10" 6-3" 5-1" 4-10" #2 DF 1,6 1308 5-9" 4-10" 6-3" 5'-l" 4-10" #1 DF 1.7 1495 5'-1 l" 4-11" 6'-4" 5'-2" 4-11" #1&BTR DF 1.8 1719 6'-0" 5-0" 6'-6" 5-3" 5-0" SS DF 1.9 2168 6'-i" 5'-l" 6'-7" 5-4" 5-1" 1450F HF 1.3 1668 51-5" 4-6" 5'-1 0" 4-8" 4-6" 1650F HF 1.5 1898 5'-8" 4-8" 6-1" 4-11" 4'-8" 1800F HF 1.6 2070 5'-9" 4-10" 6-3" 5-1" 4-10" 1950F HF 1.7 2243 51-11" 4-i 1" 6-4" 5-2" 1-11" 2100F HF 1.8 2415 6'-0" 5'-0" 6-6" 5-3" 5-0" 2400F HF 2.0 2760 6'-3" 5-2" 6-8" 5-5" 5'-2" 2x8 #2 HF 1.3 1173 7'-l" 5-11" 7-8" 6-2" 51-11" #1 HF 1.5 1311 7-5" 6-2" 8-0" 6-6" 6'-2' SS HF 1.6 1932 7-7" 6-4" 8'-2" 6-8' 6-4' 02 OF 1.6 1208 7-7" 6'-4" 8'-2" 6-8" 64" #1 OF 1.7 1380 7-9" 6-5" 8-4" 6'-9" 6-5" #1 &BTR OF 1.8 1587 7'-i 1" 6-7" 8-6" V-11" 6'-7" SS DF 1.9 2001 8-i" 6-8" 81-8" 7-1" 6-8" 1450F HF 1.3 1668 7-1" 5-11" 7'-8" 6-2" 5'-11" 1650F HF 1.5 1898 7-5" 6-2" 8-0" 6-6" 6'-2- 1 80OF HF 1.6 2070 7-7" 6'-4" 8-2" 6-8" 6'-4" 1950F HF 1.7 2243 7'-9" 6'-5" 8'-4" 6'-9" 6-5" 2100F HF 1.8 1 2415 7-11" 6-7" 8-6" 6'-11" 6-7" 2400F HF 2.0 1 2760 8'-2" 6'-1 0" 8'-lO" 7-2" 6'-10" L; A,94 Carlsbad PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. I Project Name: 7c2CG.-_ VL1/J Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner(s') Name(s) Project Description: Building Type: 6;4 Residential: rIumberof New Dwetlihg Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area 4/4 Cornerc./ Ind.: - . Square Feet Floor Area City Certification- . j'4ii Date: iL'i1L1I Carlsbad Unified School District San Marcos Unified School District 801 Pine Ave. 215 Mata Way Carlsbad CA 92009 (434-0661) San Marcos, CA 92069 (736-2200) Encinitas Union School District Sail'Theguito Union High School District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-430C €ocinitas, CA 92024 (753-6491) Certification of Applicant /Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided 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: . Date: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576• (760) 438-1161 • FAX (760) 438-0894 6 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION k) 13 (To be completed by the school district(s)) *************************************************************************************************** SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one): Gov. Code Gov. Code Government Prior Existing Exempt from 53080/6599, 65970 Code 53311 Mitigation Agreement fee (AB 181 (SB 201) (Mello - Roos) Note: requirements [(Indicate Date and Number or name of Agreement) I Total amount of (new) floor area within the building SS4 Fee Amount per Square Foot 1.0-% Amount Collected S CROT(09 -Or if subject to Prior Existing Mitigation Agreement: For Detached Residential Dwelling Units or Attached Dwelling Units> 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- For Attached and. Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT: This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information.presentéd above and due to the School District. Te City may issue building permits for this project. SIGNATURE OF SCHOOL DISTRICT OFFICIAL DATE TITLE PHONE NUMBER The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Cai'tsbad Unified School District, prepared by David Taussig & Associates for the District. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. -4 City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: 7L d Building Permit Plan Check Number: C i'q42 3 '( i-I Project Address: A.P.N.: Z74 —10 -Z Project Applicant J TZ (Owner'(s') Name(s) Project Description: Building Type: ( Residential: Number of New Dwelling Units Square Feet of Living Area in New Dwelling 5'jz Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area Comerc./ Ind.: Square Feet Floor Area City Certification: jJLn.'A Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District San Marcos Unified School District 801 Pine Ave. 215 Mate Way Carlsbad CA 92009 (43404) San Marcos, CA 92069 (736-2200) ncinitas Union School District San Dieguito Union High School District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491) CertificI1imrofAppHcant1Oiiers. The person executing this declaration ("Owner) certifies under penalty of perjury that (1) the information provided 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. - Sianatu re: 10 Date: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 .(760) 438-1161 • FAX (760) 438-0894 19 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one): Gov. Code Gov. Code Government Prior Existing Exempt from 53080165995 65970 Code 53311 Mitigation Agreement fee (AB 181) (SB 201) (Mello - Roos) Note: requirements [(Indicate Date and Number or name of Agreement) Total amount of (new) floor area within the building 30 k SG fT Fee Amount per Square Foot __________ Amount Collected .4bS.(oO -Or if subject to Prior Existing Mitigation Agreement: For Detached Residential Dwelling Units or Attached Dwelling Units> 1600 SqUare Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT: This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information presented above and due to the School District. The City may issue building permits for this project. SIGNATURE OFSCH DATE TITLE PHONE NUMBER The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School District, prepared by David Taussig & Associates for the District. Section 66020 of the Government code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. SCHOOL DISTRICT SCHOOL FEE CERTIFICATION kb Q-73 (To be completed by the school district(s)) SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one): Gov. Code Gov. Code Government Prior Existing Exempt from 53080I6599. 65970 Code 53311 Mitigation Agreement fee (AB 181 (SB 201) (Mello - Roos) Note: requirements lOndicate Date and Number or name of Agreement) Total amount of (new) floor area within the building 3854 Fee Amount per Square Foot . Amount Collected q (D't . Co -Or if subject to Prior Existing Mitigation Agreement: For Detached Residential Dwelling Units or Attached Dwelling Units> 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT: This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information presented above and due to the School District. Te City may issue building permits for this project. ,on / SIGNATURE OF SCHOOL DISTRICT OFFICIAL /41 DATE TITLE PHONE NUMBER The Carlsbad Unified School District has elected to Imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School District, prepared by David Taussig & Associates for the District. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, Including the Carlsbad Unified and the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof In accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. MARGARET J STINE 16-66/1220 142 ROBERT A STINE $ 3i6q- h& 0 PAY TO THE DOLLARS ia iV' Hi Bank of America Cust Ra,,thoEncb,llas0wlch tier EncIilas.CA92Q24 (760) 0303200 FOR ':&2200066 &1:0 &4 211,&&828-1-0&1,2.811@ LEUCAD1A COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the own..: (r his representative) of the property to be served. The total .:harges must be pid to the Di.trict, at the time: the application i ubmittecJ. 4PPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER c::oNNEcT(oN FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be nrvided and sewer service charges for the balance of the fiscal year shall he collected at the time of application lor sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax rQlI in :anner 5 property taxes. If the six-month construction period tends into th subsequentfiscalyear, aprora'. d sewerservicecharge for that fiscal year shall be collected on '!:etax roll in lhc, same manneras property taxe!- The full sewer service charges for all subsequent years shall be IIected on the tax roll in the same manner as çr operty taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge sha! ot be required in those applitation for sewer permits for :.ubdivisions. Such applicants shall be required notify the District, on fQrms provided bythe District, of escrow .:!osing on individual properties within the sub'. .vision. Sewer service charges shall commence upon close of i'scrow and will he the responsibility of the buy'-'r. If a service lateral is required, it must •e installed by the owner/applicant in conformance with he specifications, rules and regulations n: the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. 1 he service lateral is that part of the sewer ytem that extends from the main collection line in the street :or easement) to the point in the Street (at or r.:ar the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the pplicant's expense, of the building of sewe £rorn the applicant's plumbing to the point in the street (or casement) where a connection is made to the s"Jice lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY Br-- USED BY THE APPLICANT. THE APPLICANT. (H HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESEO. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR AT THE SCENE T THE TIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIO UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN 1NSPECTION MAY BE MADE AND THE APPliCANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRE) BY LCWD. IN THE EVENT THAT THE APPLICANT. FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACT )N, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE 1.NY CORRECTIONS NECESSARY. AT THE APPLICANT'S EXPENSE: OR IN THE ALTERNATIVE, TO DIONNECT SERVICE. ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL FE BILLED TO THE APPLICANT AND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERlY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'S NAM E_G .1NE MAILING ADDRESS121_ OiLMAk PHONE NUMBER.._ fin _435..__.ARLsAD...r g7.o.a9 ;ERvIcE ADDRESS ACADL..CIRCr: - TRACT NAME/NO LOT - ASSESSOR'S PARCEL. NO. --_216.-J.SO..2-a TYPE/BUILDING Duplex #/UNITS CONNECTION FEE: $_6,5100 -- PRORATED SEWER SERV. FEE: $___ TOTAL S?..O -- PAID BY: Li CASH 4HECK# ______ The undersigned hereby agrees that th. above information given is correct and agrees to the conditions as stated. - __ TLM Ii Owntr Signature Date Rec ci Oy Account Nc 01LIVF< M imicipal. 'Water District ,leGc L/b'J5/-7 _7 7; 196E Olivenhain Road, Encinitas, CA 92024-5699 (760--'..753-66466 (760) 753-1575 Fax No. WATIR METER APPLICATION r.oerty Address: dA,Zt.$L4ci c.1t A.PN. Ze,e-; .._-- Cistomer Information: Owner Name: ss Name: ':(Addfess Q/2— D4-) - 0,cT H.)mePhone#: 7&P 43S - Work Phone #: cI;iiI.rIPager #: Fox #: Fr ?rmanent Meter Installation only: AP ? 3 jgg Sociall Security#: License #: For District Use Onlv Date: Work Order # _4?! Account #: Fire Meter #: --.. T pe of ServicFM, IRRIG, TCM, TIM Meter S L 11/2 2 21/2 3 _4 Fire Meter Size:1" or 11/2" No. of Meters: Meter Access Cliare: 10,S-2- Fire Meter Access Charge: Lot #s: Pressure Zone: 2- Zone of Benefit:A- EDU's '7 Application Taken By: ,4:'._ PRICES QUOTED ARE SUJECT TO CHANGE WITHOUT NOTICE METER INSTALLATION CHARGE ..! . # / X$ /7O 0 C. $ / 7oo 0 0 RE METER INSTALLATION ......................# X$ $-- V.WO CAPACITY FEE Treated/Reclaimed) X$Z _ 7 LESS.PRE-PAID OMWD CAPACITY FEES a •__ $( TOTAL DISTRICT CAPACITY FEE ........................... . ........................................... .$Z -7Co OWA CAPACITY FEE .............................# / x$ $ PIPELINE EXTENSION REIMBURSEMENT FEE .................................................$ rcM.mM ...................................................... ...... .... . .......... ..... Size: ... ........ $ APPROXIMATE CUBIC YARDS OF EARTH TO BE .................................... $ oTHER................................................................ ........................... ............ $ TOTAL: $ 00 _— EBY AGREE TO ABIDE BY THE RULES AND REGULATIONS -: THE OLiVENHAIN MUNICIPAL WATER DISTRICT AND I .M N RECEIPT OF A COPY OF THESE RULES AND REGULATIONS •'.iSTALLATION OF METERS ARE SCHEDULED ACCORDING THE DISTRICrS CURRENT WORKLOAD. TEMPORARY CONSI .'CTION METERS ARE FOR CONSTRUCTION USE ONLY. . : •: ..L.. )ATE I/2 /'_CHECK# SIGNATURE I e'.'se'98 A: Water Meter Application ;'•.-,._____.''L'- 12/06/1999 City of Carlsbad Plan Check Revision Permit No:PCR99290 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2435 SACADA CR CBAD PCR Lot #: 0 $0.00 Construction Type: NEW CB99 1651 REV 2 WINDOW CHANGES Status: ISSUED Applied: 11/23/1999 Entered By: JM Plan Approved: 12/06/1999 Issued: 12/06/1999 Inspect Area: Applicant: Owner: BERGER ROBERT 0001 01 02 10 6M 12/06/99 1745 EAST VISTA ,,/"c5 C-PRHT 55-00 VISTA CA 92084 619-758-3544 / Total Fees: $55.00 / $000\\)Ialçe Due: $55.00 c / Plan Check Revision Fee $55.00 INCORPORATED 1952 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feesIexactions. 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 attack, 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 tees and capactiy 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE NLY PLAN CHECJ •E fr7ZrI5 EST. VAL. Plan Ck. Deposit Validated By_ Bldg/Suite #1 - dqsIude - Business Name (at this address) Lot No. Subdivision Name/Number Unit No. Phase No. Assessor's Parcel # Existing Use Proposed Use of Work SQ. FT. #of Stories # of Bedrooms l%\D Y\YWS Cr rvr Iflexdcloyv Name City Name Address CItY stateizip ieiepnone if Name Address City State/Zip Telephone # (Sec. 7031 .5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant.to a civil penalty of not more than five hundred dollars ($5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License II 50 ' Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines 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 attorney's fees. SIGNATURE DATE I heieby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sac. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct 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 contractor(s) licensed pursuant to the Contractor's License Law). o I am exempt under Section _ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have I have not) signed an application for a building permit for the proposed work, 3. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1.000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS 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 SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS INS IM 11:111,1~ M _______________________________________________________ C~T I certify that I have read the application and state that the above information Is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cite of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 385 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the Work,i,s commenced for a period of 180 days (Section 106.4.4 U;siform Building Code). APPLICANT'S SIGNATURE %DATE I I I'I WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation 2n Partnership with government for fBui&uing Safety DATE: 11/24/99 U APP ICANT JURIS. JURISDICTION: Carlsbad U PtAN REVIEWER U FILE PLAN CHECK NO.: 99-1651 (PCR 99-290) SET: I PROJECT ADDRESS: 2435 Sacada Circle PROJECT NAME: Plan change for 2 Windows at Front of Duplex The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted (by: ) Fax #: Mail Telephone Fax In Person . REMARKS: By: Ray Fuller Enclosures: LOG Esgil Corporation DGA E] MB DEJ Dpc 11/24/99 trnsmti.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468. Fax (858) 560-1576 Carlsbad 99-1651 (PCR 99-290) 11/24/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 290) PREPARED BY: Ray Fuller BUILDING ADDRESS: 2435 Sacada Circle BUILDING OCCUPANCY: R3 Ui PLAN CHECK NO.: 99-1651 (PCR 99- DATE: 11/24/99 TYPE OF CONSTRUCTION: VN BUILDING PORTION JF—BUILDING AREA I VALUATION VALUE (ft 2 MULTIPLIER 1 ($) Air Conditioninç Fire Sorinklers TOTAL VALUE 199 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $ 199 UBC Plan Check Fee LI Plan Check Fee by ordinance: $ Type of Review: LI Complete Review LI Structural Only Hourly LI Repetitive Fee Applicable LI Other: Esgil Plan Review Fee: $ 27.79 Comments: 1/4 hour Sheet 1 of 1 REVISED STRUCTURAL CALCULATIONS STINE JOB NUMBER 98019 NOVEMBER IS, 1999 IAc I/&4 M2'\\ R IT CA V ARCHITECTURAL A ARTS HENRY MILLER ARCHITECTS ARCHITECTURE U ENGINEERING U . 1110 S. MAIN, FALLBROOK, CA 92028 (760) 723-5451 %kCHITECTURAL ARTS t y~ rlerY Miller, Architect C-O'16363 1110 S MAIN STREET FALLBROOK, CA 92028 Rev: 510300 User KW-0802148. Vu, 5.1.3. 22-Jun.1990. Win32 (C) 1083-09 ENERCAI.0 Title: Dsgnr: Description: Scope: General Timber Beam Job # Date: 6:2213M, 15 NOV 99 Description CO-1 CHANGE ORDER 111599 General Information Calculations are designed to 1997 NDS and 1997 UBC RequiremenJ Section Name Prllm: 3.5x9.5 Center Span 9.00 ft -----Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft -----Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.OE Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin-Pin Fc Allow 650.0 psi E 2,000.0 ksi I Trapezoidal Loads #1 DL @ Left 144.00 #/ft LL @ Left 72.00 #11t Start Loc 0.000 ft DL @ Right 144.00 #/ft LL @ Right 72.00 #Ift End Loc 7.000 ft #2 DL @ Left 480.00 #/lt LL @ Left 320.00 #Ift Start Loc 7.000 It DL @ Right 480.00 #/ft LL @ Right 320.00 #Ift End Loc 9.000 ft Point Loads Live Load 1,280.0 lbs lbs lbs ...distance 7.000 ft 0.000 it 0.000 it lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 It Beam Design OK 6.7 k 12.1 k 1.81 k 4.50 k 0.000 in 0.176 in 0.000 in 1.81 k 4.50k Span= 9.00ft, Beam Width = 3.5001n x Depth = 9.51n, Ends are Pin-Pin Max Stress Ratio 0.560 : 1 Maximum Moment 7.4 k-ft Allowable 15.9 k-ft Max. Positive Moment 7.39 k-ft at 6.984 ft Max. Negative Moment -0.00 k-ft at 9.000 It Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft Deflections Maximum Shear * 1.5 Allowable Shear: tW Left Camber: @ Right @ Left © Center @ Right Max Max Max. M allow 15.90 Reactions... lb 1,685.23 psi lv 202.97 psi Left DL 1.15 k I Fb 3,625.00 psi Fv 362.50 psi Right DL 2.74 k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.117 In -0.190 in Deflection 0.000 in 0.000 in ...Location 4.860 it 4.896 It ...Length/Defl 0.0 0.0 ...Length/Defl 919.3 569.59 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis Ck 19.049 Le 0.000 It Soc 52.646 1n3 Area 33.250 in2 Cl' 1.000 Rb 0.000 Cl 1.588 Max Moment S,oc Reo'd Allowable lb @ Center 7.39 k-ft 24.47 in3 3,625.00 psi Left Support 0.00 k-ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k-ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.72 k 6.75 k Area Required 7.502 in2 18.617 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 1.81 k Bearing Length Reqd 0.797 in Max. Right Reaction 4.50 k Bearing Length Req'd 1.978 in Title: Job # ARCHITECTURAL ARTS Dsgnr: Date: 8:30AM, 16NOV99 Herry Miller, Architect Description: 1 C416363 1110 S MAIN STREET Scope: FALLBROOK, CA 92028 i Raw 510300 General Timber' Beam c:enercaIc\98019.ecwFIRST FLOOR HE User. KW-0602148. Vet 51.3. 22-Jia,.10DD. .Mn32 (c) lO8399 ENERCALC Description CO-2 CHANGE ORDER 111599 [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 7.0x18.0 Center Span 21.00 ft .....Lu 0.00 It Beam Width 7.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 18.000 in Right Cantilever It .....Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.OE Fb Base Allow 2,900.0 psi Load Our. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin-Pin Fc Allow 650.0 psi E 2,000.0 ksl [Trapezoidal Loads #1 DL ©Left 150.00 #11t LL @ Left #Ift Start Loc 0.000 ft DL @ Right 150.00 #/ft LL @ Right #Ift End Loc 5.000 ft #2 DL @ Left 694.00 #11t LL @ Left 264.00 #11t Start Loc 5.000 ft DL @ Right 694.00 #Ift LL @ Right 264.00 #/ft End Loc 21.000 It Point Loads Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 5.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Beam Design OK Span= 21.00ft, Beam Width = 7.0001n x Depth = 18.in, Ends are Pin-Pin Max Stress Ratio 0.648 1 Maximum Moment 59.2 k-ft Maximum Shear * 1.5 16.0 k Allowable 91.3 k-ft Allowable 36.5 k Max. Positive Moment 59.19k-ft at 9.912 ft Shear: @ Left 9.93 k Max. Negative Moment -0.00 k-ft at 21.000 ft @ Right 10.65 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.820 in Max M allow 91.35 Reactions... @ Right 0.000 in lb 1,879.07 psi fv 126.78 psi Left DL 8.32 k Max 9.93 k Fb 2,900.00 psi Fv 290.00 psi Right DL 8.03 k Max 10.65k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.546 in -0.694 in Deflection 0.000 in 0.000 in ...Location 10.248 ft 10.416 ft ...Length/Defl 0.0 0.0 ...Length/Defl 461.2 363.24 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 - 0.0 Stress Calcs Bending Analysis Ck 21.298 Le 0.000 ft Soc 378.000 in3 Area 126.000 1n2 1.000 Rb 0.000 Cl 1.588 Max Moment Sxx Rep'd Allowable lb @ Center 59.19 k-ft 244.93 1n3 2,900.00 psi @ Left Support 0.00 k-ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 14.89 k 15.97 k Area Required 51.354 in2 55.083 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 9.93 k Bearing Length Reqd 2.182 in Max. Right Reaction 10.65 k Bearing Length Req'd 2.341 in ARCHITECTURAL ARTS Title: Job # Dsgnr: Date: 8:35AM, 16 NOV 99 Hèry Miller, Architect Description: C-016363 1110 S MAIN STREET Scope: FALLBROOK, CA 92028 Raw. 510300 User. KW.0602148. VeT 5.1.3. fl-JimI999.Win32 General Timber Beam (c) 1983-99 ENERCALC c:enercatc98019.ecw:FlRST FLOOR HE? Description CO-3 CHANGE ORDER 111599 [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x8 Center Span 4.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever it .....Lu 0.00 it Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,200.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi E 1,700.0 ksi I Full Lengh Uniform Loads J Center DL 150.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #IIt LL #/ft Point Loads Dead Load 1,800.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 1.500 it 0.000 ft 0.000 It 0.000 ft 0.000 ft 0.000 it 0.000 ft Beam Design OK Span 4.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin-Pin Max Stress Ratio 0.887 : I Maximum Moment 2.0 k-ft Maximum Shear * 1.5 2.1 It Allowable 3.7 k-ft Allowable 2.4 It Max. Positive Moment 1.97k-ft at 1.504 ft Shear: @ Left 1.42 k Max. Negative Moment 0.00 k-ft at 4.000 ft @ Right 0.97 It Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.037 in Max M allow 368 Reactions... @ Right 0.000 in fb 769.57 psi fv 84.24 psi Left DL 1.42 k Max 1.42 k Fb 1,440.00 psi Fv 95.00 psi Right DL 0.97 k Max 0.97k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.025 in -0.025 in Deflection 0.000 in 0.000 in ...Location 1.888 it 1.888 It ...Length/Defl 0.0 0.0 ...Length/Defl 1,940.2 1,940.19 Right Cantilever... Deflection 0.000 in 0.000 In ...Length/Defl 0.0 0.0 stress Calcs Bending Analysis -. . . Ck 30.525 Le 0.000 It Sxx 30.661 in3 Area 25.375 in2 Cf 1.200 Rb 0.000 Cl 1.454 Max Moment Sxx Rep'd Allowable fb @ Center 1.97 k-ft 16.39 in3 1,440.00 psi @ Left Support 0.00 k-ft 0.00 in3 1,440.00 psi @ Right Support 0.00 k-ft 0.00 in3 1,440.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.14 k 1.46k Area Required 22.500 in2 15.395 1n2 Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 1.42 k Bearing Length Req'd 0.651 in Max. Right Reaction 0.97 k Bearing Length Reqd 0.446 in E'14JLw4ILL /0 ioAv4-' ED