Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1580 CANNON RD; ; CB122099; Permit
01-18-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Pernnit No Building Inspection Request Line (760) 602-2725 CB122099 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1580 CANNON RD CBAD Tl Sub Type COMM Status ISSUED 2081860100 Lot# 0 Applied 10/15/2012 $4,000 00 Construction Type NEW Entered By RMA Reference* Plan Approved 01/18/2013 Issued 01/18/2013 Inspect Area Plan Check # AGUA HEDIONDA LAGOON CENTER 240 SF TOUGH SHED ON A SLAB - NO ELECTRIC OR PLUMBING Applicant LISA CANNON-RODMAN 1580 CANNON RD CARLSBAD CA 92008 760 804-1969 Owner KELLY LAND CO C/O CORNEL CONLEY 310 GRANT ST #1900 PITTSBURGH PA 15219 Building Permit $68 07 Meter Size Add'l Building Permit Fee $0 00 Add'l Red Water Con Fee $0 00 Plan Check $47 65 Meter Fee $0 00 Add'l Building Permit Fee $0 00 SDCWA Fee $0 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $1 00 PFF (3105540) $0 00 Park Fee $0 00 PFF (4305540) $0 00 LFM Fee $0 00 License Tax (3104193) $0 00 Bridge Fee $0 00 License Tax (4304193) $0 00 BTD #2 Fee $0 00 Traffic Impact Fee (3105541) $0 00 BTD #3 Fee $0 00 Traffic Impact Fee (4305541) $0 00 Renewal Fee $0 00 PLUMBING TOTAL $0 00 Add'l Renewal Fee $0 00 ELECTRICAL TOTAL $0 00 Other Building Fee $0 00 MECHANICAL TOTAL $0 00 Pot Water Con Fee $0 00 Master Drainage Fee $0 00 Meter Size Sewer Fee $0 00 Add'l Pot Water Con Fee $0 00 Redev Parking Fee $0 00 Reel Water Con Fee $0 00 Additional Fees $0 00 Green Bldg Stands (SBl473) Fee $1 00 HMP Fee 7? Fire Expedidted Plan Review $0 00 Green Bldg Standards Plan Chk 9? Fire Expedidted Plan Review TOTAL PERMIT FEES $117 72 Total Fees $117 72 Total Payments To Date $117 72 Balance Due: $0.00 Inspector 1 L APPR FINAL APPf Date OVAL 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 capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 01-18-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No SWI 20439 Job Address Permit Type Parcel No Reference # CB# Project Title Applicant LISA RODMAN 760 804-1969 Emergency Contact LISA RODMAN 760 271-1356 1580 CANNON RD CBAD SWPPP 2081860100 CBI22099 AGUA HEDIONDA SHED Lot# Status Applied Entered By Issued Inspect Area Tier Pnonty Owner KELLY LAND CO C/O CORNEL CONLEY 310 GRANT ST #1900 PITTSBURGH PA 15219 ISSUED 10/15/2012 RMA 01/18/2013 1 M SWPPP Plan Check SWPPP Inspections Additional Fees $51 00 $216 00 $0 00 TOTAL PERMIT FEES $267 00 Total Fees $267 00 Total Payments To Date $267 00 Balance Due. $0.00 FINAL APPROVAL DATE.^,4^/t5_CLEARANCE SIGNATUREJ4l^^^^^ THE FOLLOWING APPROVALS REQUIRED PRIORTO PERMIT ISSUANCE PLANNING ENGINEERING m'BUILDING felRE • HEALTH • HAZMAT/APCD ^ r Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 Ph 760-602-2719 Fax 760-602-8558 email buidling@carlsbadca gov www carlsbadca gov 7^ Plan Check No. CITY OF CARLSBAD Est. Value Plan Ck. Deposit Date SWPP " I CONSTR TYPE ' r JOB ADDRESS SUITE#/SPACE(;TUNIT# CT/PROJECT # ffui-ui\ii5 ff BtuKuuiviD # BATHROOMS iciutiNi duc^iiMt:):^ iMAivm >. UUNOIK iTKt u TE^NT EL BUSINESS NAME DESCRIPTION OF WORK Include Square Feet of Affected Areafs)' Z'^ocfi rou^ttSm) o% / SL4-S PROPOSED USE S GARA(*-(Br EXISTING USE PCTIOS(SF) DECKS (SF) FlREPtACE YES • # NO • AIR CONDITIONING YES • NOD FIRE SPRINKLERS YES • NO • APPUCANT NAMB (Primary Contactl f , APPLICANT NAME (Secondary Contact) _ - . ADDRESS ADDRESS CITY STATE CA ZIP CITY STATE ZIP PHONE c^/lAll ' rnuivc /-VIL. C^<Qf79/>/) ^ CJOX . NaT 'ROPERTY OWNER NAIVIE , , CONTRACTOR BUS NAIVIE ADDRESS ADDRESS STATE CA CITY STATE ZIP PHONE FAX PHONE ARCH/DESIGNER NAME A ADDRESS CLASS CITY BUS LIC # (Sec 7031 5 Business and Proressions Code Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, priorto its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions ofthe Contractor s License Law (Chapter 9 commendingwith 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 ($500)) Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations n 1 have and will maintain a certificate of consentto self insure for workers compensation as provided by Section 3700 of the Labor Code, forthe performance ofthe work for which this permit is issued • 1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance ot the work for which this permit is issued My workers' compensation insurance earner and policy number are Insurance Co Policy No Expiration Date This section need not be completed it the permit is for one hundred dollars ($100) or less n Certificate of Exemption 1 certify that in the performance ot the work tor which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws ot California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminal penalties and civil fines up to one hundred thousand dollars (&iO0,00O), in addition to the cost of compensation, damages as provided for in Section 3706 ofthe Labor code, interest and attorney's fees JS$ CONTRACTOR SIGNATURE OAGENT DATE \ / hereby affirm that i am exempt from Contractor's bcense Law for the foiiowing reason • 1, 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 ot 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 ot property who builds or improves thereon, and contracts for such projects with contractor{s) licensed pursuant to the Contractor s License Law) • 1 am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement • Yes • No 2 1 (have / have not) signed an application for a building permit for the proposed work 3 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number) 4 I plan to provide portions of the work, butl]iau9*tfedJhe following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number) 5 I will lyivide some of the ^rk, but I hjK?e contracted/iired) thj^ollowing persons to provide the work indicated (include name / address / phone / type ot work) Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account AcP Q Yes • No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distncf • Yes • No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site'' • Yes • 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 this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address S': I certVthat I have read the application and state thatthe gbove mfonnation is cortEct and thatthe mfonnation on ttie plans is accurate I agree to complywith all City ordinances and State laws relatng to building constmction I hereby authorize representative ot the City of Carlsbad to enter upon the above mentioned property fbr 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 permi is required for excavations over 5'0' deep and demolition or constmction ot stnjctures over 3 stones in height EXPIRATION Every pemiit issued by the BuWing Official under the provisoB&flfthK Code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such pemiit or jw building or/^ auttpnze/6y suci\/emt\s suspended or abandoned at any time after the vrork is commenced for a penod of 180 days (Section 106 4 4 Unifomi Building Code) APPLICANT'S SIGNATURE DATE STOP- THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commerciai Projects Only) Fax (760) 602-8560, Email www buildinq(a)carlsbadca gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008 C0#- (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY CITY STATE Carlsbad CA PHONE FAX OCCUPANTS BUS LIC No DELIVERY OPTIONS • PICKUP • CONTACT (Listed above) • OCCUPANT (Listed above) • CONTRACTOR (On Pg 1) • MAILTO • CONTACT (Listed above) • OCCUPANT (Listed above) • CONTRACTOR (On Pg 1) • MAIL / FAX TO OTHER • ASSOCIATED CB#_ • NO CHANGE IN USE / NO CONSTRUCTION • CHANGE OF USE / NO CONSTRUCTION ^APPLICANT'S SIGNATURE DATE Inspection List Permit* CBI 22099 Type Tl COMM AGUA HEDIONDA LAGOON CENTER 240 SF TOUGH SHED ON A SLAB - NO EL Date Inspection Item Inspector Act Comments 08/27/2013 89 Final Combo -Rl COF 08/23/2013 89 Final Combo -Rl FIRE NOT REQ 08/23/2013 89 Final Combo MC Fl 08/20/2013 19 Final Structural -Rl AM PLS REQUESTED PETE 08/20/2013 89 Final Combo PD CO 05/09/2013 14 Frame/Steel/BoltingAA/eldin PD AP 05/09/2013 18 Exterior Lath/Drywall PD AP 04/15/2013 13 Shear Panels/HD's PD AP 04/15/2013 15 Roof/Reroof PD AP 04/04/2013 11 Ftg/Foundation/Piers PD AP Monday, August 26, 2013 Page 1 of 1 INSPECTION RECORD lEI INSPECTION RECORD CARD IVITH APPROVED PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/BuiKlinq AND CLICK ON "Request Inspection" DATE: CB122099 1580 CANNON RD AGUA HEDIONDA LAGOON CENTER 240 SF TOUGH SHED ON A SLAB - NO ELECTRIC OR PLUMBING Tl COMM Lot# LISA CANNON-RODMAN RECORD COPY IF "YES" IS CHECKED BELOW THAT DlVISIOtvl'S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FlNAL BUILDING INSPECTION. IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. AFTER ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX TO 760-602-8560. EMAIL TO BLDG1NSPECT10NS@CARLSBADCA.GOV OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE.. CARLSBAD, CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. IMO YES Required for Building Final If Checked YES Date Inspector Notes Planning/Landscape 760-944-8463 Allow 48 hours >^ CM&l (Engineering Inspections) 760-438-3891 Call before 2 pm r Fire Prevention 760-602-4660 Allow 48 hours r Type of Inspection CODE # BUILDING #11 FOUNDATION Date i4n liMpector 7^ Type of Inspection DE # ELECTRICAL #31 • ELECTRIC UNDERGROUND DUFER Oate Inspector #12 REINFORCED STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 • ELECTRIC SERVICE • TEMPORARY • GROUT • WALL DRAINS #35 PHOTO V<ASC #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #39 FINAL CODE # MECHANICAL #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME • FLOOR • CEILING #44 • DUCT & PLENUM • REF. PIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT SHEAR PANELS #16 INSULATION #18 EXTERIOR LATH #49 FINAL CODE # COMBO INSPECTION #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 DRYWALLEXTLATH,GASTES(17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOFSHEATING, EXTSHEAR (13,15) #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL CODE # PLUMBING #22 • SEWER & BL/CO • PL/CO #89 FiNAL OCCUPANCY (19,29,39,49) Date #21 UNDERGROUND DWASTE • WTR Inspector FIRE Date Inspector #24 TOPOUT DWASTE DWTR A/S UNDERGROUNVyiSUAL A/S UNDERGROUND HVB^O" #27 TUB & SHOWER PAN #23 D GASTEST DGAS PIPING A/S UNDERGROUND FLUSIKT #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL CODS # STORM WATER #600 PRE-CONSTRUCTION MEEHNG A/S FINAL F/AROUGHIN F/A FINAL V X #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXHNG SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXnNGUISHING SYSTEM FINAL X #609 NOTICE OFVIOUTION MEDICAL GAS PRESSURE TEST #610 VERBALWARNING MEDICAL GAS FINAL REV 10/2012 SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional ipart thereof working at a construction job site The water closet shall consist of a patented chemical type toilet ' (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress i (c) A violation of this section shall constitute a misdemeanor All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector Work shall not be done beyond *he point indicated in each successive inspection without first obtaining the approval of the inspector 1 / j 1 1 ' / T il ' • / • 1 i i i < 'i 1 } 1 • • i EsGil Corporation In Partnership wtth government for (SuiQCing Safety DATE 12/12/12 • APPLICANT • JURIS JURISDICTION CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO 12-2099 SET II PROJECT ADDRESS 1580 CANNON ROAD PROJECT NAME Storage Shed for Hedionnda Lagoon Discovery Center ^ The plans transmitte(d herewith have been corrected where necessary and substantially comply with the junsdiction's building codes I I The plans transnnitted herewith will substantially comply with the junsdiction's codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to fonward to the applicant contact person I I The applicant's copy of the check list has been sent to ^ EsGll Corporation staff did not advise the applicant that the plan check has been completed I I EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Email Fax # Mail Telephone Fax In Person • REMARKS By Chuck Mendenhall Enclosures EsGll Corporation • GA • EJ • PC 12/6/12 Richard Weingardt RESPONSE 16 November 2012 RECElVE^^ Tuff Shed Store 250 „ 2124 W Mission Road DEC 0 3 San Diego, CA 92029 ^ CARLSBAD Attention ChrisPowell BUILDING DIVISION RE P0# 649689 (AHL Foundation) RWC# 2585-2581 Dear Mr Powell I have reviewed the building department coniments and have mcluded written responses that address the below comments All other comments will be addressed by the contractor or other party Plans 1) Comment 2 Provide a plot plan showing the location of the proposed storage shed Show the distance from the buildmg to the property lines and the location of the shed in relation to existing buildings In order to have non-fire rated walls the buildmg must be located a mm of 10 ft to the nearest P/L CBC Table 602 The plot plan will be addressed by others. 2) Comment 3 Provide a note on the plans mdicatmg the type of materials to be stored and whether any hazardous materials will be stored and/or used withm the building which exceed the quantities hsted m IBC Tables 307 1(1) and 307 1(2) A note has been added to sheet Al to address what will be stored in this building. 3) Comment 4 The floor plywood located withm 18" of the ground surface must be pressure preservative rerated per CBC Section 2304 11 2 1 The building has been revised to sit on a monolithic foundation with a concrete slab in lieu of the steel base per the original drawings. 4) Comment 5 Doors must have a mm height of 80" (6'-8") CBC Section 1008 1 1 Plans show the door height to be 6'-7" The doors have been revised to have a min. height of 6'-8". 5) Comment 6 Provide a landing at the door equal to the door width and mm of 36" m length per CBC 1008 6 1 1 The landings outside of the door openings will be shown on the plot plan (by others). 6) Comment 7 Show ramp access to the landmg m the path of travel with a slope of 1 20 or less (5%), per Section 1133B 5 The ramp access will also be shown on the plot plan (by others). 7) Comment 8 Note on the plans that there will be no electrical service supplied to the proposed buildmg This note has been added to sheet Al, 250-649689 (2585-2581) AHL Foundation Buildmg Comment Response Should you have any further comments please do not hesitate to contact me Very truly yours. RICHARD WEINGARDT PE # 20125 ^ CITY CARLSBAD O F PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 12/10/12 PROJECT NAIVIE: Agua Hedionda Visitor Center PROJECT ID:CD 12-06 PLAN CHECK NO: CB122099 SET#: II ADDRESS: 1580 Cannon Rd APN: 208-186-01/04 VALUATION:$4,000 SCOPE OF WORK: 240 SF TOUGH SHED ON A SLAB - NO EXANSION OF PARKING LOT AT THIS TIME You may have corrections from one or more the division listed in the table below To determine status by a specific division, please contact the Building division at either of the following numbers 760-602-2719 | 760-602-2718 | 760-602-2717 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction IVIanagement Division is required Ves X'NO This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: i'sa@aguahedionda.org PLANNING 760-602-4610 ^ ENGINEERING ' .760-602-2750 .1. FIRE PREVENTION ] 760-602-4665 ; r ~\ Chris Sexton i 760-602-4624 Chris Sexton@carlsbadca gov Kathleen Lawrence t— 760-602-2741 Kathleen Lawrence@carlsbadca gov r "~\ Greg Ryan I L-; 760-602-4663 j Gregory Ryan@carisbadca gov 1 j Gma RUIZ 760-602-4675 Gma Ruiz@carlsbadca gov ' [Wl Linda Ontiveros LljJ 760-602-2773 Lmda Ontiveros@carlsbadca gov 1 j Cindy Wong 760-602-4662 Cynthia Wong@carlsbadca gov f t , 1 ! 1 ' Dominic Fieri 760-602-4664 | Dommic Fieri@carlsbadca gov | For questions or clarifications on the attached checklist please contact the reviewer as marked above Remarks PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSIVIITTAL Carlsbad CA 92008 www carlsbadca gov DATE: 10/23/12 PROJECT NAME: Agua Hedionda Visitor Center PROJECT ID:CD 12-06 PLAN CHECK NO: CB122099 SET#:I ADDRESS: 1580 Cannon Rd APN: 208-186-01/04 VALUATION:$4,000 SCOPE OF WORK: Expand parking lot, Add shed and trash enclosure You may have corrections from one or more the division listed m the table below , To determme status by a specific division, please contact the Building division at either of the following numbers 760-602-2719 | 760-602-2718 | 760-602-2717 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Management Division is requiredr Yes [XiNo X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: i'sa@aguahedionda org : PLANNING 1 f 760-602-4610 ' ^ ENGINEERING .760-602-2750 FIRE PREVENTION 1 : . 760-602-4665 , Chris Sexton • - ' 760-602-4624 Chns Sexton@carlsbadca gov , ," ^ Kathleen Lawrence — 760-602-2741 Kathleen Lawrence@carlsbadca gov r~, Greg Ryan | L-— 760-602-4663 Gregory Ryar!@carlsbadca gov | 1 '\ Gma Ruiz L -i 760-602-4675 Gma.Ruiz@carlsbadca gov \/ Linda Ontiveros 9\ 760-602-2773 Lmda Ontiveros@carlsbadca gov I j Cindy Wong 1 ! 760-602-4662 Cynthia Wong@carlsbadca gov " '! ! L J LJ f ' Dominic Fieri L_. 760-602-4664 Dommic Fien@carlsbadca gov For questions or clarifications on the attached checklist please contact the reviewer as marked above Remarks- Plans do not identify issues raised by the consistency determination, CD 12-06. See attached memo dated 7/31/2012. CBI 22099 Agua Hedionda Visitor Center '^"y outstanding issues unil he mm kcd wtth ; XI Make the necessary conections for ^tpH^^???^ compliance unth apphcable codes and standards Submit corrected plans and/or Qlait^St%Mspecifications to the Buildtiis division tor re-submtttal to the Ensineenm division specj/icfltroHS to the Buildmg division pr re-subintttal to the Engineenng dnnsion Sf'-'-N^ Items that conform to permit requirements are marked with \ / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale Show m I / I North arrow ffff Existing & proposed structures [ /1 Property line dimensions r~7~| Easements a) Identify the typo of cuibing surxound:ng the proposed paikmg area and landscape islands b) Identify the type of surface treatment for the pioposed trail and exhibit resting areas c) Revise the trash bin drawing number to GS-16 and show the routing of the area diam to a BMP Show on Site plan n X Drainage patterns [ I Existing & proposed slopes I "~| Existing topography identity if any grading is proposed changmc the e] evation and/oi slope of the existing overflow parkmg area ffff Retaining Walls (location and height) X X Include on title sheet* • / Site address / I Assessor's parcel number Legal description/lot number (""] Grading Quantities of Cut Fill Import Export [ j Project does not comply with the following engineenng conditions of approval for project no CD 12-06 -ATTACHED r~1 Conditions were complies with by Date Lot / Map No Subdivision/Tract Reference No(s) E-37 Page 2 of 4 REV 6/2012 CB122099 Agua Hedionda Visitor Center 2. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 11 06 030 of the Municipal Code X Inadequate information available on site plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans. If no gradmg is proposed write- "NO GRADING" Minor Grading Permit reauired NOTE The grading permit must be issued and grading approval obtained pnorto issuance of a building permit A separate grading plan prepared a registered civil engineer must be submitted together with the completed application form attached fffj No grading permit required ^ 3. MISCELLANEOUS PERMITS rVj RIGHT-OF-WAY PERIVIIT is required to do work in city nght-of-way and/or private work adjacent to the public right-of-way A separate right-of-way issued by the engineering division is required for the following fff] Please complete attached nght-of-way application form and return to the engineering department together with the requirements on the attached nght-of-way checklist, at the time of resubmittal Right-of-way permit and pool permit will be issued simultaneously. E-37 Page 3 of 4 REV 6/2012 CB122099 Agua Hedionda Visitor Center 4. STORM WATER Construction Compliance Project Threat Assessment Form complete I 1 Enclosed Project Threat Assessment Form incomplete rT"") Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW 12-439 ) I I Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city Post-Development (SUSMP) Compliance fT'] storm Water Standards Questionnaire complete • X f~~] storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal j / I Project is subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2 pdf I i Project needs to incorporate low impact development strategies throughout in one or more of the following ways ffj Rainwater harvesting (ram barrels or cistern) I" i Vegetated Roof r~1 Bio-retentions cell/ram garden ff} Pervious pavement/pavers I i Flow-through planter/vegetated or rock dnp line f~l Vegetated swales or rock infiltration swales I I Downspouts disconnect and discharge over landscape I j Other laentify this on the plans Include a legend Attachments-Engineering Application fJ Storm Water Form Rigtit-of-Way Application/lnfo i J Reference Documents |/J E-37 Page 4 of 4 REV 6/01/12 <£0k> CITY OF ^ CARLSBAD Memorandum 1 July 31, 2012 To: Christer Westman, Planner From: Steve Bobbett, Associate Engmeer Re: CD 12-06 - Agua Hedionda Visitor Center Engineering Department staff has completed a first review of the above referenced project Staff has reviewed the submittal for completeness and has determined that the application and plans submitted for the project are complete Staff has identified several items of concern Prior to next submittal, the following items should be adequately addressed Additional items of concern may be identified upon subsequent review Issues: 1 Identify if any grading is proposed changing the elevation and/or slope of the existing overflow parking area 2 Identify the type of curbing if any surrounding the proposed parking area and landscape islands 3 Identify the type of surface treatment for the proposed trail and exhibit resting areas 4 Revise the trash bin drawing number to GS - 16 and show the routing of the area dram to a BMP 5 Delete the proposed sewer lateral and water service at stations 78-1-50 and 78+60 respectively or add the note from the approved site plan referring to 'future sewer and water services' Attachment portion of redlined site plan sheet 1 of 3 cc file I'i^^^'^x Community & Economic Development \^^J 1635 Faraday Ave I Carlsbad, CA 92008 I 760-602-2710 I 760-602-8560 fax I www carlsbadca gov ^ CiiY OF CARLSBAD STORM WATER Development Services ^ CiiY OF CARLSBAD COMPLIANCE ASSESSMENT Building Division 1635 Faraday Avenue 760-602-2719 B-24 www carlsbadca gov am applying to the City of Carlsbad for the following type(s) of construction permit Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types Electncal Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Spnnkler Water Discharge Project Storm Water Threat Assessment Criteria^ Wo Threat Assessment Cnteria • My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment cntena on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat critena descnbed below Tierl - Low Threat Assessment Criteria 1^ My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following cntena • Results in some soil disturbance, and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, matenal stockpiling, vehicle fueling, waste stockpiling) r/er2 - Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Cntena descnbed below and meets one or more of the following criteria • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 ofthe Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) r/er3 - Significant Threat Assessment Criteria • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas or, • My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) / certify to the best of my knowledge that the above checked statements are true and correct i understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title IS of the Carlsbad Municipal Code and to City Standards "The City Engineer may authonze minor vanances from the Storm Water Threat Assessment Cntena in special circumstances where it can be shown that a lesser or higher Constmction SWPPP Tier Level is warranted Project Address owner/OWners Auttionzed Agent Name v i Swner/OWhers Auttionzed Agent Name • YES QNOi Date / TiHe Assessor Parcel Nc Date iject ID B-24 Page 1 of 1 Rev 03/09 ^ CITY OF CARLSBAI CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Develooment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov Construction SWPPP Tier Level Construction Threat Assessment Criteria* Perceived Threat to Storm Water Quality Tiers Tier 3 - Hiqh Construction Threat Assessment Critena X2 Project site is 50 acres or more and grading will occur dunng the rainy season • Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0 4) • Site slope IS 5 to 1 or steeper • Construction is initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) • Owner/contractor received a Storm Water Notice of Violation within past two years High Tiers Tier 3 - Medium Construction Threat Assessment Cntena Medium Tiers • All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 Tier 2 Hiqh Construction Threat Assessment Critena • Project IS located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site IS moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0 4) • Site slope IS 5 to 1 or steeper • Construction is initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance High Tier 2 Tier 2 - Medium Construction Threat Assessment Cntena Medium Tier 2 • All projects not meeting Tier 2 High Construction Threat Assessment Critena Medium Tier 1 Tier 1 - Medium Inspection Threat Assessment Cntena Medium Tier 1 • Project IS located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site IS moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0 4) • Site slope IS 5 to 1 or steeper • Construction is initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance Medium Tier 1 Tier 1 - Low Inspection Threat Assessment Cntena 12 All projects not meeting Tier 1 Medium Construction Threat Assessment Cntena Low Exempt - Not Applicable -Exempt *The city engineer may authorize minor vanances from the construction threat assessment critena in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 STORM WATER Development Services Engineering Department ^ CITY OF STANDARDS Development Services Engineering Department ^ CITY OF QUESTIONNAIRE 1635 Faraday Avenue ARLSBAD E-34 760-602-2750 www carlsbadca gov INSTRUCTIONS To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment pnority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP) Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits) The results ofthe questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional critena called 'Pnonty Development Project Requirements' Many aspects of project site design are dependent upon the storm water standards applied to a project Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts City staff has responsibility for making the final assessment after submission of the development application If staff determines that the questionnaire was incorrectly filled out and is subject to more stnngent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete In this case, please make the changes to the questionnaire and resubmit to the City If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engmeenng staff A separate completed and signed questionnaire must be submitted for each new development application submission Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project Please answer the questions below, follow the instructions and sign the form at the end 1 Is your project a significant redevelopment'^ DEFINITION Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site Significant redevelopment includes, but is not limited to the expansion of a building footpnnt, addition to or replacement of a structure, structural development includmg an increase in gross floor area and/or exterior construction remodeling, replacement of an impervious surface that is not part of a routine maintenance activity, and land disturbing activities related with structural or impervious surfaces Replacement of impervious surfaces includes any activity that is not part of a rouhne maintenance activity where impervious matenal(s) are removed, exposing underlying soil dunng construction If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2 If your project IS NOT considered significant redevelopment, then please proceed to Section 1 E-34 Pagel of3 REV3/23/10 ^ CITY OF CARLSBAI STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www carlsbadca gov SECTION 1 NEW DEVELOPIVIENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria YES NO 1 Housina subdivisions of 10 or more dwellinq units Examples sinqle familv homes, multi-family homes, condominium and apartments y 2 Commercial - areater than 1-acre Anv development other than heaw industrv or residential Examples hospitals, laboratories and other medical facilities, educational institutions, recreational facilities, municipal facilities, commercial nursenes, multi-apartment buildings, car wash facilities, mini-malls and other business complexes, shopping malls, hotels, office buildings, public warehouses, automotive dealerships, airfields, and other light industnal facilities X 3 Heavv Industrial 1 Industrv- areater than 1 acre Examples manufactunna plants, food processinq plants, metal working facilities, pnnting plants, and fleet storage areas (bus, truck, etc ) X 4 Automotive reoair shoo A facility cateqorized in any one of Standard Industnal Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 5 Restaurants Anv facility that sells prepared foods and dnnks for consumption, includinq stationary lunch counters and refreshment stands selling prepared foods and dnnks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numenc sizing cntena requirements and hydromodification requirements X 6 Hillside develooment Any develooment that creates 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater 7 Environmentallv Sensitive Area (ESA)^ All develooment located within or directly adiacent^ to or discharqinq directly' to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurnng condition X 8 Parkina lot Area of 5,000 square feet or more, or with 15 or more parkinq spaces, and potentially exposed to urban runoff 9 Streefs. roads, hiahwavs. and freewavs Any oaved surface that is 5,000 square feet or qreater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10 Retail Gasoline Outlets Servinq more than 100 vehicles per dav and qreater than 5,000 square feet 11 Coastal Develooment Zone Any proiect located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impenneable surface on property by more than 10% > 12 More than 1-acre of disturbance Proiect results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project^ X 1 Environnnentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies, areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments) water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments) areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego and any other equivalent environmentally sensitive areas which have been identified by the Copermittees 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site and not commingled with flow from adjacent lands 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels In general these include all projects that contnbute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestnan or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surrounding pervious surfaces Section 1 Results If you answered YES to ANY of the questions above your project is subject to Priority Deveiopment Project requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements Please check the "does not meet PDP requirements" box in Section 3 E-34 Page 2 of 3 REV 3/23/10 CITY OF CARLSI STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www carlsbadca gov SECTION 2 SIGNIFICANT REDEVELOPIWENT Complete the questions below regarding your redevelopment project YES NO 1 Project results in the disturbance of more than 1 -acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1) If you answered NO, please proceed to question 2 If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below 2 Is the project redeveloping an existing priority project type*? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3 If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS Please check the "does not meet PDP requirements" box in Section 3 below 3 Is the project solely limited to just one of the following a Trenching and resurfacing associated with utility work? b Resurfacing and reconfigunng existing surface parking lots'? c New sidewalk construction, pedestnan ramps, or bike lane on public and/or private existing roads'? d Replacement of existing damaged pavement"? If you answered NO to ALL of the questions, then proceed to question 4 If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements Please check the "does not meet PDP requirements" box in Section 3 below 4 Will your redevelopment projecf create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1 )create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%'? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS Please check the "does not meet PDP requirements" box in Section 3 below SECTION 3 Questionnaire Results • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater critena per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP Applicant Information and Signature Box Address Assessor's Parcel Number(s) ^"^-/^G^ohOO Applicant Name Applicant Title Applicant Signature Date This Box for City Use Only City Conci/n-ence' NO By Project ID E-34 Page 3 of 3 REV 3/23/10 4 CITY OF CARLSBAI STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov STORM WATER COMPLIANCE CERTIFICATE ^ My project is not in a category of permit types exempt from the Construction SWPPP requirements >^ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-stonn water discharge(s) My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 ofthe Carlsbad Municipal Code) ^ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following cntena • located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS 1 UNDERSTAND AND ACKNOWLEDGE THAT I MUST (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS, AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD OWNER(S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME ( (SIGNATURE) DATE STORM WATER POLLUTION PREVENTION NOTES 1 ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT 2 THE OWNER/CONTIRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3 THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 4 ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5 ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE 6 ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED SPECIAL NOTES PROJECT INFORMATION Site Address /.5"(?0 ^ANKtOlO Assessor's Parcel NumberP-Q^-/ Project ID Construction Permit No S(/J 1^<^^^J Estimated Construction Start Date Project Duration. Months Emergency Contact Name 24 hour Phone '7M -i^.T / - / ? 5Zo Perceived Threat to Storm Water Quality CUXMedium 0 Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed stmctural BMPs For City Use CITY OF CARLSBAD STANDARDvriER 1 SWPPP Approved By Date E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Descnption -> Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm Street Sweeping and Vacuuming Sandbag Barner Storm Drain Inlet Protection • stabilized Construction Ingress/Egress stabilized Construction Roadway Water Conservation Paving and Gnnding Potable Water/I rngation Vehicle and Equipment Cleanino Matenal Delivery and Storaae Matenal Use Stockpile Management Spill Prevention and Solid Waste Manaoement Hazardous Waste Mananement Concrete Waste Mananpment CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 X Grading/Soil Disturbance X, >c X-X. V Trenching/Excavation Stockpiling Dniling/Bonng Concrete/Asphalt Saw cutting Concrete flatwork Paving Conduit/Pipe Installation X Stucco/Mortar Work \ X V X Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatenng Site Access Across Dirt Other (list) Trackmg Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instructions Begin by reviewing the list of construction activities and checking the box to the left of any activity thaf will occur dunng the proposed construction Add any other activity descnptions in the blank activity descnption boxes provided for that purpose and place a check in the box immediately to the left of the added activity descnption For each activity descrnbed, pick one or more best management practices (BMPs) from the list located along the top of the fomri Then place an X in the box at the place where the activity row intersects with the BMP column Do this for each activity that was checked off and for each of the selected BMPs selected from fhe list For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt" Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet As another example say the project included a stockpile that you intend to cover with a plastic sheet Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column To learn more about what each BMP descnption means, you may wflsh to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures The reference also explains the California Stonmwater Quality Association (CASQA) designation and how to apply the vanous selected BMPs to a project E-29 Page 2 of 3 REV 4/30/10 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 502-4610 www rarlsbadra eov DATE: 11-02-12 PROJECT NAME: Agua Hedionda Discovery Center PROJECT ID: CDP 98-05 PUN CHECK NO: CB 12-2099 SET#: 2 ADDRESS: 1580 Cannon Road APN: 208-186-01/04 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Christer Westman A Final Inspection by the Division is required • Yes ^ No You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. ff\ This plan check review is NOT COMPLETE. Items missing or Incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: lisa@aguahedionda.org For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris SextonOcarlsbadca gov Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov 1 1 Greg Ryan 760-602-4663 Gregory RyanOcarlsbadca gov fff Gma Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov fff Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov y Christer Westman 760-602-4614 / Christer westman@carlsbadca gov • 1 1 Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www rarlsbadra eov DATE 10/18/2012 PROJECT NAIVIE: Agua Hedionda Discovery Center PROJECT ID: CDP 98-05 PLAN CHECK NO. CB 12-2099 SET#. 1 ADDRESS- 1580 CANNON RD APN: 208-186-01/04 ff\ This plan check review is complete and has been APPROVED by the Planning Division. By: Christer Westman A Final Inspection by the Planning Division is required • Yes ^ No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: lisa@aguahedionda.org For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chns SextonOcarlsbadca gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen LawrenceOcarlsbadca gov Q Greg Ryan 760-602-4663 Gregorv RyanOcarlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov 1 Linda Ontiveros 760-602-2773 Lmda OntiverosOcarlsbadca gov 1 1 Cindy Wong 760-602-4662 Cvnthia WongOcarlsbadca gov X Christer Westman 760-602-4614 chnster westman@carlsbadca gov • 1 1 Dominic Fieri 760-602-4664 Dommic FieriOcarlsbadca gov Remarks: Please include a site plan indicating where the tuff shed and pad will be located ^ CITY OF CARLSBAD PLAN CHECK REVIEW Community & Economic Development Department _rr fO^^l^aradayAvenue TRANSMITTAL ^n. ^^"^^ c^r\sb^<ic^ 9200s 0» .l>v>" JS?- www carlsbadca gov DATE: 12-7-12 PROJECT NAME: Aqua hedionda Tuff Shed PROJECT ID: cbl22099 PLAN CHECK NO: CB122099 SET#: II ADDRESS: 1580 Cannon road APN: Kl • This plan check review is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire Division is required • Yes |^ No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: you may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the followmg reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chns SextonOcarlsbadca gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen LawrenceOcarlsbadca gov [[] Greg Ryan 760-602-4663 Gregory RvanOcarlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma RuizOcarlsbadca gov 1 1 Linda Ontiveros 760-602-2773 Lmda OntiverosOcarlsbadca gov 1 1 Cindy Wong 760-602-4662 Cynthia WongOcarlsbadca gov • • X Dominic Fieri 760-602-4664 Dommic FieriOcarlsbadca gov Remarks: Carlsbad Fire Department rM:;pT rOP"^ Plan Review Requirements Category TI, COMM Date of Report 12-07-2012 Reviewed by Name LISA CANNON-RODMAN Address 1580 CANNON RD CARLSBAD CA 92008 Permit # CBI22099 Job Name AGUA HEDIONDA LAGOON CENTER Job Address 1580 CANNON RD CBAD • INCOMPLETE The item you have submitted for review is incomploto At thio time, this offioo oannot • • adequately conduct a review to determme compliance with the applioablo codes and/or otandardo Pleaao roviow ' cairefUUy all CCfflmenii; aiiachcd Plcaijc resubmit the necessary plans 'and/or •speoifieationsT with changes "clouded", . to this.o.ffice for review and-approval • J—Conditiong;—' Cond CON0005940 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 12/07/2012 By df Action. AP TUFF SHED. INC. RANCH BUILDING 12'X 20' 250-649689 AHL Foundation RWC 2585 2581 May 21, 2012 Revised November 16,2012 PREPARED BY Richard Weingardt 3010 South Garfield Street Denver, CO 80210 FOR Tuff Shed, Inc 1777 S Harrison St #600 Denver, CO 80210 (303) 753-8833 7-'/' coiro CM 6'-0" 18 0° • 3X4 20 GA PLATES 1 EACH SIDE 12 \ / V_ - 3X6 20 GA —^ PLATES 1 EACH SIDE 6'-0" 12'-0" 1/4" = I'-O" NOTE TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEIUNG JOIST OR OTHER TENSION TIE IS PROVIDED DESIGN LOADS TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 17 PSF NOTES 2003 IBC, 2006 IBC, 2009 IBC, 2010 CBC TRUSSES TO BE SPACED @ 16" OC MATERIAL TO BE 2X4 HEM-FIR GRADE #2 OR BETTER Drawn By Date Drawn 8/15/2010 Checked By Date Revised O F Scale 1/4" = I'-O" TUFF SHED Storage Buildmgs & Garages ©Title 12' RANCH SHED TRUSS DATE: 5-21-12 RICHARD WEINGARDT P E Company Designer Job Number 2585-2581 tuff shed 12' SPAN ranch truss May 21, 2012 1 19 PM Checked By Wood Material Properties Label Species Grade Cm Emod Nu Therm (\1E ^ Dens[k/ft^31 2X4 Hem-Fir No 2 1 035 Joint Coordinates and Temperatures 1 Nl 0 0 0 0 2 N2 3 1 0 0 3 N3 6 2 0 0 4 N4 9 1 0 0 5 N5 12 0 0 0 Joint Boundary Conditions Joint Label X fk/ml Y [k/inl Z [k/inl X Rot fk-ft/radl Y Rot fk-ft/radl Z Rot fk-ft/radl Footina 1 N1 Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction 3 N3 Fixed Member Primarv Data 1 M1 N1 N2 2X4 Beam Rectanoular 2X4 TvDical 2 M2 N2 N3 2X4 Beam Rectanoular 2X4 Tvpical 3 M3 N3 N4 2X4 Beam Rectanoular 2X4 TvDical 4 IVi4 N4 N5 2X4 Beam Rectanoular 2X4 Tvpical 5 M5 N2 N4 2X4 Beam Rectanoular 2X4 Tvpical Member Advanced Data Label 1 Release J Release 1 Offsetfinl J Offsetfinl T/C Onlv Physical TOM Inactive 1 M1 2 IVI2 3 M3 4 M4 5 M5 BenPIN BenPIN Member Distributed Loads (BLC 1 • DEAD LOAD) Member Label Direction Start Maanitudefk/ft.d End Maanitudefk/ft.d Start Locationfft%l End Locationfft,%l 1 M1 Y -023 -023 0 0 2 M2 Y -023 -023 0 0 3 M3 Y -023 -023 0 0 4 M4 Y -023 -023 0 0 Member Distributed Loads (BLC 2 • LIVE LOAD) Member Label Direction Start Maanitudefk/ft.d End Maanitudefk/ft d Start Locationfft.%1 End Locationfft,%l 1 M1 Y -027 -027 0 0 2 M2 Y -027 -027 0 0 3 M3 Y -027 -027 0 0 4 M4 Y -027 -027 0 0 Member Distributed Loads (BLC 3 WIND LOAD) Member Label Directibn Start Magnitude[k/ft,d End Magnitude[k/ft,d Start Location[ft,%]* End Location[ft,%] R1SA-3D Version 8 10 [S \ryan\RISA\tuff-ca\T85CR12 (4-12) 250-649689 (2581) R3D] Page 1 Company Designer Job Number 2585-2581 tuff shed 12' SPAN ranch truss May 21, 2012 1 19 PM Checked By Member Distnbuted Loads (BLC 3 • WIND LOAD) (Continued) 1 M1 V -013 -013 0 0 2 M2 V -013 -013 0 0 3 M3 v 05 05 0 0 4 M4 y 05 05 0 0 Member Distnbuted Loads (BLC 4 : SEISMIC) Member Label Direction Start Magnitudefk/ft.d End Maanitudefk/ft.d Start Location[Tt.%] End Locationfft.%1 Ml 029 029 0 0 _2_ 3 M2 029 029 M3 029 029 M4 X 029 029 Basic Load Cases 1 DEAD LOAD None 4 2 LIVE LOAD None 4 3 WIND LOAD None 4 4 SEISMIC None 4 Load Combinations 1 D+Lr Yes 1 1 2 1 2 D+W Yes 1 1 3 1 3 D+0 75W+0 75Lr Yes 1 1 3 75 2 75 4 0 6D-^W Yes 1 6 3 1 5 (0 6- 14Sds)D+0 7E Yes 1 48 4 7 Envelope Joint Reactions Joint Xfkl LC Yfkl LC Zfkl LC MX fk-ftl LC MY fk-ftl LC MZ fk-ftl LC 1 N1 max 734 1 312 1 0 1 0 1 0 1 0 1 2 mm - 108 4 047 5 0 1 0 1 0 1 0 1 3 N5 max -017 4 312 1 0 1 0 1 0 1 0 1 4 mm -734 1 - 106 4 0 1 0 1 0 1 0 1 5 Totals max 0 1 624 1 0 1 6 mm -26 5 -045 4 0 1 Envelope Member Section Forces Member Sec /Axialfkl LC V Shearfkl LC z Shearfkl LC Torauefk-ftl LC v-v Momen LC z-2 Momen LC 1 Ml 1 max 795 1 111 3 0 1 0 1 0 •\ 0 1 2 mm -084 4 035 5 0 1 0 1 0 1 0 1 3 2 max 746 1 009 4 0 1 0 1 0 1 032 1 mm -097 4 -084 1 0 1 0 1 0 1 - 161 4 5 M2 1 max 286 1 069 1 0 1 0 •] 0 1 032 1 6 mm -046 4 -008 4 0 1 0 1 0 •j - 161 4 7 2 max 236 1 -038 5 0 1 0 1 0 1 047 1 8 mm -059 4 - 12 3 0 1 0 1 0 "1 -005 4 9 M3 1 max 236 1 079 1 0 1 0 1 0 1 047 1 10 mm 007 4 - 108 4 0 1 0 1 0 1 -005 4 11 2 max 286 1 008 4 0 1 0 1 0 1 159 2 12 mm 02 4 -069 1 0 i 0 1 0 1 032 1 13 M4 1 745 1 084 1 0 1 0 1 * 0 1 159 2 RISA-3D Version 8 1 0 [S \ryan\RlSA\tuff-ca\T85CR12 (4-12) 250-649589'(2581) RSD] Page 2 Company Designer Job Number 2585-2581 tuff shed 12' SPAN ranch truss May 21, 2012 1 19 PM Checked By Envelope Member Section Forces (Continued) Member Sec Axialfkl LC V Shearfkl LC z ShearFkl LC Torauefk-ftl LC v-v Momen LC z-z Momen LC 14 mm -031 4 -009 4 0 -1 0 1 0 1 032 1 15 2 max 795 1 106 4 0 -] 0 •1 0 1 0 1 16 mm - 017 4 -064 1 0 1 0 1 0 0 "I 17 M5 1 max 485 1 0 1 0 1 0 1 0 1 0 1 18 mm - 054 4 0 1 0 1 0 •] 0 1 0 1 19 2 max 485 1 0 1 0 1 0 1 0 1 0 1 20 mm - 054 4 0 1 0 1 0 1 0 1 0 1 Envelope Wood Code Checks 1 M1 2X4 518 3 162 4 424 0 V 3 546 788 1 275 1 403 075 3 9-1 2 M2 2X4 505 0 4 456 3 162 V 3 546 788 1 275 1 403 075 3 9-1 3 M3 2X4 492 3 162 2 412 0 V 4 546 788 1 275 1 403 075 3 9-3 4 M4 2X4 494 0 2 405 3 162 Y 4 546 788 1 275 1 403 075 3 9-3 5 M5 2X4 559 0 1 000 0 2 1 165 788 1 275 1 403 075 3 6 3 RISA-3D Version 8 10 [S \ryan\RISA\tuff-ca\T85CR12 (4-12) 250-649689 (2581) R3D] Page 3 Richard Weingardt structural Engineer Project 1st Level Load Beanng Studs Date 11/16/12 Project No 2585 Designed By RLB Wood stud wall- Combined loading Checked By JD Gravitv Loads studs Species= HF -H DL= 102 plf Size= 2x4 jrj Species= HF LL= SL= 0 120 plf plf 2x4 Grade= STUD _jj STUD TL= (Adjusted) TL= Wind Load 222 plf 192 plf Sx= 3 06 in^3 A= 5 25 in'^2 d= 3 5 in Fb'=Fb*CD*CM*C,*CF*C„*C, Hem Fir Stud Grade Fb'= 1503 psi Fc*= 773 psi E'= 1200000 psi Ave Wind Height= 5 ft Fc''—Fc*CD*C|y|*Ct*Cp Wind Speed= Exposure= 85 C mph Stud Spacing= Unbraced Length (l)= 16 8 69 in 0 c ft Wind Pressure= (Adj) Wind Pres = 22 0 psf 16 5 psf Buckling Length Coefficint (Ke)= Coefficient of Variation (Kce)= c= 1 0 0 3 08 Worst Case Load Combination Adiustment Factors Load Case DL+75SL+75WL fb fb fc DL= 1 0 CD 1 6 1 1 CD 1 15 LL= 1 0 CM 1 Cr 1 15 CM 08 SL= 0 75 c, 1 c, 1 WL= 0 75 1 1 CF 1 05 Calculate Bendma Stress w= 22 0 plf M= 207 7 ft-lb fb= 813 7 psi Calculate Comoression Stress P= 256 0 Ib fc= 48 76 psi < < 1503 psi 773 psi OK OK Calculate Column Stability Factor Fce=((Kce)(E'))/((le/d)'^2) Fce= 405 5 psi le= 99 78 in > 48 76 psi OK Cp= (1+(Fce/Fc*)/2c)-((((1+(Fce/Fc*))/2c)'^2-((Fce/Fc*)/c)))'^(1/2) Cp= 0 450776 Calculate Reduced Allov^able Compressive Stress-Bucklinq Fc'=(Cp)(Fc*) Fc'= 348 3595 psi > Unitv Check-Flexure and Axial Compression 48 76 psi OK (fc/Fc')'^2+fb/(Fb'(1-(fc/Fce)))<1 0 0 64 < 1 0 OK Project: Tuff Shed Richard Wemgardt, PE Project No 2585 Designed By: RLB Ranch Garage Input (Page 1) Date: 11/16/12 Buildinq Dimensions Building width (W) = 12 ft Building length (L) = 20 ft 1st Floor Wall Height (Hi) = 8 69 ft Total Wall Height (HJ = 8 69 ft Slope of Roof (RSL) = 4 /12 Truss spacing (s) = 24 in Truss height (h) = 2 00 ft . Brace Spacing (Bj) = 6 00 ft Roof Side Wall Overhang (Osw) = 0 ft Roof End Wall Overhang (OEW)= 0 ft Foundation Depth (d) = 1 67 ft Effective Beanng Width (Wgear) = 12 in Hmean ~ 9 69 ft Diaphragm Design = 4-Sided Diaphragm 1st Floor Stud and Chord Material Species (HF, SPF)= HF Grade = (stud, #2) Stud Size = 2x4 Root Species = HF Grade = #2 Buildinq Loads LL - Live Load DL -Dead Load Roof LL = 20 psf Roof DL = 17 psf Truss Tie-Downs Type= Simpson H2 5 Capacity =1 365|lbs Wmd Speed and Exposure (Zone information form Wind Analysis) 85 MPH Exp C PS30 -12 35 psf (Zone 1E) PS30 -7 58 psf (Zone 2E) PS30 -9 69 psf (Zone 1) PS30 -5 5 psf (Zone 2) A = 1 21 lw = 1 Components and Claddinq Zone 1 = 14 43 psf Zone 2 = 25 12 psf Zone 3 = 37 15 psf Zone 4 = 17 11 psf Zone 5 = 21 11 psf Wall Sheathing = 3/8 Smartside Roof Sheathing = 7/16 APA Plywood Species = HF Hem-Fir Shear Panel Information Panel Wall Wall Length Length Load (Lp) (LJ Ratio 1st Floor ft ft %V 1st It 25 5 50% 1st 2t 2 5 5 50% 1st 3t 5 10 50% 1st 4t 5 10 50% 1st1h 9 18 50% 1st2h 9 18 50% 1st3h 4 13 50% 1st4h 9 13 50% Project: Tuff Shed Project No 2585 Ranch Garage Input (Page 2) Richard Weingardt, PE Designed By: RLB Date: 11/16/12 Header Informtion Speices= (HF, SPF, etc ) HF Grade = (stud, #2) #2 1st Floor Headers 1st Floor End Header 1 Length (LI.EI) = 4 ft Gable Wall Above (h) = 2 00 ft 1st Floor End Header 2 Length (L1.E2) = 2 ft Gable Wall Above (h) = 2 00 ft 1st Floor End Header 3 Length (l^.^z) = ft Gable Wall Above (h) = 2 00 ft 1st Fioor Side Header 1 Length (Li.si) = 3 ft 1st Floor Side Header 2 Length (L1.S2) = 2 ft 1st Floor Side Header 3 Length (Li.ss) = ft Header Informtion Speices= (HF, SPF, etc ) HF Grade = (stud, #2) #2 1st Floor Headers 1 st Floor End Header 4 Length (L1.E4) = ft Gable Wall Above (h) = 2 00 ft 1st Floor End Header 5 Length (LI.E5)= ft Gable Wall Above (h) = 2 00 ft 1st Floor End Header 6 Length (L^.ES) = ft Gable Wall Above (h) = 2 00 ft 1st Floor Side Header 4 Length (Li.s4)= ft 1st Floor Side Header 5 Length (Li.s5)= ft 1st Floor Side Header 6 Length (Li.s6)= PROJECT 250-649689 Foundation CLIENT Tuff Shed JOB NO 2585-2581 DATE 05/21/12 PAGE DESIGN BY REVIEW BY RLB Wind Analysis for Low-rise Building, Baseci on ASCE 7-05 / IBC 2006 / CBC 2007- INPUT DATA Exposure category (B, c or D) C Importance factor, pg 77, (0 87, 1 0 or 1 15) 1 = 1 00 Category 11 Basic wind speed (IBC Tab 1609 3 IVjs) v = 85 mph Topographic factor (Sec 6 5 7 2, pg 26 & 45) = 1 Flat Building height to eave he = 8 69 ft Building height to ridge hr = 11 5 ft Building length L = 20 ft Building width B = 12 ft Effective area of components A = 10 ft^ DESIGN SUMMARY Max honzontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load Max total upward force 2 61 kips 1 40 kips #DIV/Oi ft-kips 2 71 kips ANALYSIS Velocity pressure qh = 0 00256 KhKrtKjV^I = 13 36 psf where QI, = velocity pressure at mean roof height, h (Eq 6-15, page 27) Kfi = velocity pressure exposure coefficient evaluated at height, h, (Tab 6-3 Case l,pg 79) K<j = wind directionality factor (Tab 6-4, for building, page 80) h = mean roof height 0 85 0 85 10 10 ft < 60 ft, [Satisfactory] Desiqn pressures for MWFRS p = q, [(G Cp, )-(G Cp, )] where p = pressure in appropnate zone (Eq 6-18, page 28) G Cp f = product of gust effect factor and external pressure coefficient, see table below (Fig 5-10, page 53 & 54) G Cp I = product of gust effect factor and internal pressure coefficient (Fig 6-5, Enclosed Building, page 47) = 0 18 or -0 18 — a = width of edge stnps. Fig 6-10, note 9, page 54, MAX[M1N(0 IB, 0 4h), 0 04B,3] = 3 00 ft Net Pressures (psf), Basic Load Cases Net Pressures (psf), Torsional Load Cases Roof angle 6 = 25 10 Roof angle 6 = 0 00 Roof angle 9 = 25 10 Surface G Cp( Net Pressure with GCpf Net Pressure with Surface GCp, Net Pressure with G Cp( (+GCp,) (-GCp,) GCpf (+GCp,) (-GCp,) GCp, (+GCp,) (-GCp,) 1 0 55 4 88 9 69 0 40 2 94 7 75 IT 0 55 1 22 2 42 2 -0 23 -5 50 -0 69 -0 69 -11 63 -6 82 2T -0 23 -1 37 -0 17 3 -0 45 -8 48 -3 67 -0 37 -7 35 -2 54 3T -0 45 -2 12 -0 92 4 -0 40 -7 74 -2 93 -0 29 -6 28 -1 47 4T -0 40 -1 94 -0 73 IE 0 74 7 54 12 35 0 61 5 75 10 56 Roof angle 9 = 0 00 2E -0 39 -7 58 -2 77 -1 07 -16 70 -11 89 Surface GCp, Net Pressure with 3E -0 61 -10 54 -5 73 -0 53 -9 49 -4 68 GCp, (+GCp,) (-GCp,) 4E -0 56 -9 87 -5 06 -0 43 -8 15 -3 34 IT 0 40 0 73 1 94 5 -0 45 -8 42 -3 61 -0 45 -8 42 -3 61 2T -0 69 -2 91 -1 70 6 -0 45 -8 42 -3 61 -0 45 -8 42 -3 61 3T -0 37 -1 84 -0 63 4T -0 29 -1 57 -0 37 3E ? 2E 2 3 ZONE 2/3 BOUNDARY 6 2E 2 3T REFERENCE CORNER WIND DIRECTION WIND DIRECTION REFERENCE CORNER WIND DIRECTION WIND DIRECTION Transverse Direction Longitudinal Direction Basic Lood Coses Transverse Direction Longitudinal Direction Torsional Load Coses Basic Load Cases in Transverse Direction Basic Load Cases m Longitudinal Direction Surface Area Pressure (k) with Surface Area Pressure (k) with Surface (ft') (+GCp,) (-GCp,) Surface (ft') (+GCp,) (-GCp,) 1 122 0 59 1 18 1 61 0 18 0 47 2 93 -0 51 -0 06 2 66 -0 77 -0 45 3 93 -0 79 -0 34 3 66 -0 49 -0 17 4 122 -0 94 -0 36 4 61 -0 38 -0 09 IE 52 0 39 0 64 IE 61 0 35 0 64 2E 40 -0 30 -0 11 2E 66 -1 11 -0 79 3E 40 -0 42 -0 23 3E 66 -0 63 -0 31 4E 52 -0 51 -0 26 4E 61 -0 49 -0 20 Honz 2 61 2 61 y Honz 1 40 1 40 Vert -1 83 -0 67 Vert -2 71 -1 56 10 psf mm Honz 2 30 2 30 10 psf mm Honz 1 21 1 21 Sec 6 1 41 Vert -2 40 -2 40 Sec 6 1 4 1 Vert -2 40 -2 40 Torsional Load Cases m Transverse Direction Torsional Load Cases in Longitudinal Direction Surface Area Pressure (k) with Torsion (ft-k) Surface Area Pressure (k) with Torsion (ft-k) Surface (ft') {+GCp,) (-GCp,) (+GCp,) (-GCp,) Surface (ft') (+GCp,) (-GCp,) (+GCp,) (-GCp,) 1 35 0 17 0 34 1 1 1 0 0 00 0 00 #DIV/Oi #DIV/Oi 2 27 -0 15 -0 02 0 0 2 0 0 00 0 00 0 0 3 27 -0 22 -0 10 0 0 3 0 0 00 0 00 0 0 4 35 -0 27 -0 10 1 0 4 0 0 00 0 00 #DIV/Oi #DIV/Ol IE 52 0 39 0 64 3 5 IE 61 0 35 0 64 1 2 2E 40 -0 30 -0 11 -1 0 2E 66 -1 11 -0 79 2 2 3E 40 -0 42 -0 23 1 1 3E 66 -0 63 -0 31 -1 -1 4E 52 -0 51 -0 26 4 2 4E 61 -0 49 -0 20 1 1 IT 87 Oil 0 21 -1 -1 IT 61 0 04 0 12 0 0 2T 66 -0 09 -0 01 0 0 2T 66 -0 19 -0 11 -1 0 3T 66 -0 14 -0 06 0 0 3T 66 -0 12 -0 04 1 0 4T 87 -0 17 -0 06 -1 0 4T 61 -0 10 -0 02 0 0 Total Honz Torsional Load, Mj 7 7 Total Honz Torsional Load, Mj #DIV/Oi #DIV/Oi Design pressures for components and claddinq p = (G Cp) - (G Cp,)] where p = pressure on component (Eq 6-22, pg 28) Pm,n = 10psf(Sec 6 142, pg21) G Cp = external pressure coefficient see table below (Fig 6-11, page 55-58) Walls Roof 0 ^ Roof OT Effective Area (ft^) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Effective Area (ft^) GC, -GCp GCp -GCp GCp -GCp GCp -GCp GCp -GCp Comp 10 0 50 -0 90 0 50 -1 70 0 50 -2 60 1 00 -1 10 1 00 -1 40 Comp & Cladding Pressure (psf) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Comp & Cladding Pressure (psf) Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Comp & Cladding Pressure (psf) 10 00 -14 43 10 00 -25 12 10 00 -37 15 15 77 -17 11 15 77 -21 11 Richard Weingardt structural Engineer [Project: Tuff Shed jProject No • 2585 [Wind Load Design Richard Weingardt, PE Designed By: RLB Date- 11/16/2012 Buildinq Information Building width (W) = 12 ft Building length (L) = 20 ft Slope of roof (RsJ = 4 /12 Truss Height (h) = 2 00 ft 1st Floor Wall Height (Hi) = 8 69 ft 1st & Roof Act wind Height (HW^+R) = 6 35 ft HWuR = (Hi/2) + h Total Building wall ht (H^) = 8 69 ft Hw - Hi Total Building Height (H) = 10 69 ft H = H„ + h Hmean = ((Hw+ H)/2) H^ean = 9 69 ft Net pressures from Wind Calc PS30 -12 35 psf (Zone IE) PS30 -7 58 psf (Zone 2E) PS30 ~ 9 69 psf (Zone 1) PS30 -5 5 psf (Zone 2) 3 88 ft 0 1 w = 1 20 ft a = 3 00 ft a= max[min(0 1W, 0 4H,nean), 0 04W,3] {Mam Wind-Force Resisting Svstem (MWFRS) Max horizontal force normal to building length, L, (end walls) (FL)= Max horizontal force normal to building width, W, (side walls) (Fw) = Max total upward force (FUR) = Reduction Factor (RF) = RF IS based on the IBC If the Velocity (wind speed) is greater than 100 mph than 1^ = The Wind Analysis sheet does not take this into account so we have to reduce the 1^ If the RF = 1 00 than the Wind Analysis has the correct l„ UPPER LEVEL MWFRS: Determine Max Active Wind force normal to the buildings length = PL upper = PLupper = (((FL)*1000)-((Hi/2))*((L-2a)*zone 1)+(2a*zone 1E))*(RF) Determine Max Active Wind force normal to the buildings width = Pwu Pwupper = (((Fwri000)-(((Hi/2))*((W-2a)*zone 1)+(2a*zone 1E))*(RF) pper OVERTURNING LOADS- Determine Max Active Wind force normal to the buildings length = Ptover = PLover=((FL)*1000)*(RF) Determine Max total upward force = Pu over= Puaver=(FuPr(1000)*(RF) 2 61 kips (Wind Analysis) 1 40 kips (Wind Analysis) 2 71 kips (Wind Analysis) 1 00 0 77 for agriculture buildings 1698 59 lb Use this value for 1st Floor end wall & roof design 825 42 lb Use this value for 1st Floor side wall design 2610 00 lb Use this value for overturning design 2710 00 lb Use this value for overturning design Richard Weingardt structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No : 2585 Designed By: RLB Top Plate to Roof Diaphragm Brace Date- 11/16/2012 USE =;iup;0N D<ACE Building Information Truss Spacing (s) = 24 00 in Truss Height (h) = 2 00 ft 1 st Floor Wall Height (Hi) = 8 69 ft Brace Spacing (B^) = 6 00 ft Act wind Height (HW2+R) = 6 35 ft Max Brace Length (I) = 53 67 in Wind Speed and Exposure Reference the Wind Load Design sheets for Pw upper W upper = 825 42 Ib 1000 Ib seismic controls Member Information Material = HFStud Size = 2x4 A = 5 25 in ^ d = 1 5 in Ke = 1 Kce ~ 0 3 C = 0 8 E' = 1200000 psi F * = ^c 800 psi Determine Actual compressive Stress fc = (Pwse,smic/W)(B3/A) fc = 57 14 psi Determine Compression Stability Factor Fcs=KceE' /(le/d)'^2 F„ = 281 25 le = 53 67 in Cp = (1+(F,e/Fo72c)-((((1+(F,e/Fc*))/2c)'^2-((F,e/Fc*)/c)))'^(1/2) Cp = 0 32 Check Compressive Stress F ' = r F * 1-C = 256 94 psi > 57 14 OK Richard Weingardt structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No . 2585 Designed By: RLB Truss-Tie-Downs Date- 11/16/2012 ! T 1 ? t I i f f t _ - \ I ^ 1 1 ~ -1"-:. \ I i' J 1 i 1 i 1 f ! i i 1 1 Building Information Building width (W) = 12 ft Truss spacing (s) = 24 in Dead Load (P^) = 17 psf Type = Simpson H2 5 Clip Capacity (Fd,p) = 365 Ib Wind Speed and Exposure Value for a (End Zone) 0 4H^eah = 3 88 ft 0 1 W = 1 20 ft a = 3 00 ft PS30 = 31 14 psf (Zone 2, 3) PS30 -14 43 psf (Zone 1) RF= 1 00 Reduction Factor Zone 2, 3 = (Zone 2 + Zone 3)/2 Pc&c -19.44 psf Design values used components and cladding (c&c) Assumed an effective wind area of 10 sf Determine Net Uplift Force F = Pc&c(W/2)(s)(1 ft/12in)-(Pd)(W/2)(s)(1 ft/12in) F= 1109 lb Check Truss Tie-Down Capacitv Clip Capacity (F^.p) = 365 lb > 110 9 1b OK Richard Weingardt structural Engineer Project. Tuff Shed Project No.: 2585 Roof Chord Calculation Richard Wemgardt, PE Designed By: RLB Date- 11/16/2012 Wind Speed and Exposure Material Information -Matenal = HFStud Building Information Size = 2x4 Building width (W) = 12 ft A = 5 25 in^ Building length (L) = 20 ft Reference the Wind Load 1 Ft = 400 psi 1 st Floor Wall Height (Hi)= 8 69 ft Design sheets for PL upper Cd = 1 6 Total Wall Height (Hw) = 8 69 ft CF = 1 5 PL upper = 1698.59 1b c,= 0 8 F,' = 768 psi Determine Force m Roof Chords Uniform wind load W = PL uppeA = 84 93 plf M = (w L'^2)/8 Chords T = C = M/W = 4 25 k-ft 0 354 kips 4-Sided Diaphragm - Check Roof Chord Stress f,= 67 4 psi < 768 psi OK Check Nailing Toenail blocking to top plate (4) 16d toenailed For top plate splice nail with 16d Nails® 16" OC Full Length cap = cap = 244 0 [lb/ft] 91 5 [lb/ft] >= T/L = >= T/L = 17 69 [lb/ft] 17 69 [lb/ft] Richard Weingardt structural Engineer Project Tuff Shed Richard Wemgardt, PE Project No 2585 Designed By RLB Roof Sheathing Calculation Date 11/16/12 Buildinq Information Building width (W) = 12 ft Building length (L) = 20 ft 1st Floor Wall Height (Hi) = 8 69 ft Total Wall Height (Hw)= 8 69 ft Wind Speed and Exposure Reference the Wind Load Design sheets for PL upper PLU pper = 1698.59 Ib Determine Wind Force (4-Sided) P = PLupper(0 5) (lb) = 849 30 (3-Sided) P = PL upper (lb) = 4-Sided Diaphragm Used Determine Diaphragm Shear V = PA/V = 70 8 plf Determine Roof Sheathing Nailing 8d common nails @6"0C 213 90 [lb/ft] >= Roof Sheathing = 7/16 APA Plywood Roof Material (Trusses) = HF#2 4-Sided Diaphragm 70 8 plf Determine Gable Truss to Top Plate Shear Transfer Connection 16d Common nails (g 12" OC 122 00 [lb/ft] >= 70 8 plf Richard Weingardt Structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No : 2585 Designed By: RLB 1st Floor Shearwall Calculation (Page 1) Date. 11/16/12 Building Information Building Width (W) = 12 ft Building Length (L) = 20 ft 1st Floor Wall Height (Hi) = 8 69 ft Truss height (h) = 2 00 ft Total Wall Height (Hw) = 8 7 ft Act wind Height (HWI+R) = 6 3 ft Wind Speed and Exposure Reference the Wind Load Design sheets for PL lower PL upper = 1698 59 1b Shear Panel Wall Wall Dead Panels Length Length Load Load (Lp) (Lw) Ratio (DL) ft ft (%V) lb 1st It 2 5 5 50% 145 35 1st 2t 25 5 50% 145 35 1st 3t 5 10 50% 290 7 1st 4t 5 10 50% 290 7 Istlh 9 18 50% 793 26 1st2h 9 18 50% 793 26 IstSh 4 13 50% 352 56 1st4h 9 13 50% 793 26 Richard Weingardt Structural Engineer Project: Tuff Shed Project No.: 2585 1st Floor Shearwall Calculation (Page 2) Richard Weingardt, PE Designed By: RLB Date. 11/16/12 Calculate Shear Force on Walls Horizontal Shear Force (V^ upper) = Pw upper V h upper' 825 42 lb V, 1000 lb Seismic controls Transverse Shear Force (V, upper) = PL UI V t upper • Example Calculation Shear Panel 1t upper 1698 59 lb (Other results are tabulated below) 2 5 ft 5 ft Percent of load taken by wall Calculate Shear in Panel %V, upper (%V)= 50% Vwall = %V(V, upper) = 849 2964 lb Vpanel = V„all(Lp/LJ = 424 6482 lb fv=V„ai/(LJ= 170 plf 2X Framing and sheath one side with 8d common nails @4" O C Calculate Tension Force Sum M = 0 = ((Vp3nei)(Hi))-((Lp/2)(DL)-(Lp)T = 0 T= 1403 4 1b Use Simpson HDU2-SDS2 5 (cap=2215 Ib) with Simpson SSTB16AB (cap=3780 lb) Lp Lw lower lower %v Vwall Vpanel fv T Shear panel ft ft lb lb Ib lb lb/ft lb Shear panel 1st 1t 2 5 5 1699 0 5 849 425 170 1403 Shear panel 1st 2t 2 5 5 1699 05 849 425 170 1403 Shear panel 1st 3t 5 10 1699 0 5 849 425 85 593 Shear panel 1st4t 5 10 1699 0 5 849 425 85 593 Shear panel 1st 1h 9 18 1000 00 05 500 250 28 -155 Shear panel 1st2h 9 18 1000 00 0 5 500 250 28 -155 Shear panel 1st 3h 4 13 1000 00 P 5 500 154 38 158 Shear panel 1st4h 9 13 1000 00 0 5 500 346 38 -62 Richard Weingardt Structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No • 2585 Designed By RLB 1st Floor Shearwall Calculation (Page 3) Date- 11/16/12 Wall Sheathing = 3/8 Smartside Material = HFStud Shear panel Shear panel 1st 1t Shear panel 1st 2t Shear panel 1st 3t Shear panel 1st4t Shear panel 1st 1h Shear panel 1st2h Shear panel 1st 3h Shear panel 1st4h Holddown Use Simpson HDU2-SDS2 5 (cap=2215 lb) with Simpson SSTB16AB (cap=3780 Ib) Use Simpson HDU2-SDS2 5 (cap=2215 lb) with Simpson SSTB16AB (cap=3780 lb) Use Anchor Bolts w/ 3"x3" Washer @4'0C Use Anchor Bolts w/ 3"x3" Washer (@ 4' O C Use Anchor Bolts w/ 3"x3" Washer @ 4' 0 C Use Anchor Bolts w/ 3"x3" Washer @ 4' O C Use Anchor Bolts w/ 3"x3" Washer @ 4' 0 C Use Anchor Bolts w/ 3"x3" Washer {® 4' 0 C Allowable Shear panel Capacitv Shear panel 1st It 223 2 Shear panel 1st2t 223 2 Shear panel 1st 3t 148 8 Shear panel 1st4t 148 8 Shear panel 1st lh 148 8 Shear panel 1st 2h 148 8 Shear panel 1st 3h 148 8 Shear panel 1st4h 148 8 Nailing and Sheathing 2X Framing and sheath 2X Frarping and sheath 2X Framing and sheath 2X Framing and sheath 2X Framing and sheath 2X Framing and sheath 2X Frarning and sheath 2X Framing and sheath one side with one side with one side with one side with one side with one side with one side with one side with 8d common 8d common 8d common 8d common 8d common 8d common 8d common 8d common nails nails I nails nails nails nails I nails I nails I 1 4" 0 C ; 4" O C ! 6" O C ! 6" O C ! 6" 0 C ! 6" 0 C ! 6" 0 C ! 6" O C *SEISM1C CONTROLS Richard Weingardt Structural Engineer Project: Tuff Shed Project No : 2585 Foundation/ Overturning Calculation Richard Weingardt, PE Designed By RLB Date 11/16/12 •Vi I I T ; S -^11 n ) C 'Sriux> Building Information Building Width (W) = 12 ft Building Length (L) = 20 ft Total Wall Height (H J = 8 69 ft Slope of Roof (RSL) = 4 /12 Foundation Depth (d) = 1 67 ft Effective Bearing Width (Wgear) = 12 in Weight of Building (Wp) = 23993 6 lb Total Building Height (H) = 10 69 ft Wmd Speed and Exposure Value for a (End Zone) 0 4 H^ean = 3 88 ft 0 1 w = 1 20 ft a = 0 00 ft PS30 = 12 35 psf (Zone A) Ps3o -7 58 psf (Zone E) PS30 = 9 69 psf (Zone C) PS30 ~ 5 50 psf (Zone G) p - ' L over 2610.00 1b Puover = 2710 00 Ib Check Total Overturning Mot = PL over H/2 + Pu over W/2 = 30210 45 [ft-lb] T = ((Mot - (0 6*M 33)) / W) = -4680 5 Ib Mres = Wp W / 2 = 143962 [ft-lb] No Additional Anchors Reqi /irfed?;!|f'^< Overturning Safety Factor = Mres / Mot = 4 77 >= 1 67 f = T/L = ""-234"03 lib/ft]" /irfed?;!|f'^< Anchor capacity capanchor = 2000 [lb] Maximum anchor spacing = capanchor / f = -8 55 [ft] Check Soil Bearing Weight of Wall (W^aii) = 11188 00 lb Mot son = PL over H/2 = 13950 5 ft-lb S = Wwall / (L*WBear) +/" Mo, / (L*0 5*W*WBear) = Sr^ax = 675 65 psf <= 1500 OK Smin = 443 15 psf >= 0 OK PROJECT 250-649689 Foundation CLIENT Tuff Shed JOBNO 2585-2581 DATE 5/21/2012 PAGE DESIGN BY REVIEW BY RLB Seismic Analysis Based on IBC 06/CBC 07 (Equivalent Lateral-Force Procedure, ASCE 7-05 12 8) INPUT DATA DESIGN SUMMARY Typical floor height h = 8 69 ft Total base shear Typical floor weight w„ = 7 962 k V = 013 V^/, (SD) = 1 k, (SD) Number of floors n = 1 0 09 W, (ASD) = 1 k, (ASD) Importance factor (ASCE 115 1) 1 = 1 (IBC Tab 1604 5) Seismic design category = D Building location Zip Code 92008 Latitude 35 523 Site class (A, B, C, D, E, F) D (If no soil report use D) Longitude -95 49S The coefficient (ASCE Tab 12 8-2) c,= 0 02 Ss= 125 064 %g,S,„3 = 1 251 g , Fa = 1 000 The coefficient(ASCE Tab 12 2 1) R = 6 5 S, = 47 190 %g,Sn,i = 0 721 g , Fv = 1 528 SDS = 0 834 g , SDI = 0 481 g hn = 87 ft k = 1 00 (ASCE 12 8 3 pg 130) X = 0 75 (ASCE Tab 12 8-2) w Zw^h" 69 0 10 Sec, (ASCE 12 8 2 1) VERTICAL DISTRIBUTION OF LATERAL FORCES Height Weight hx Wx w,h/ C ft k Level Level Floor to floor No Name Height ft Lateral force &. each level Fx Vx O M k k k-ft Diaphragm force ZF, k SW, k 1 Roof Ground 8 69 87 00 69 1 000 1 0 1 0 1 0 Richard Weingardt structural Engineer Project • Tuff Shed Project No : 2585 Seismic Calculation Richard Weingardt, PE Designed By: RLB Date: 11/16/2012 Seismic Review V = (from seismic analysis) = 1000 lb Minimum Wind Base Shear 825.42 lb Seismic Controls along shear panel 1 h - 4h or grid B & D Minimum Wind Base Shear 1698 59 lb Wind Controls along shear panel 1t - 4t or grid A & C Richard Weingardt structural Engineer Project. Tuff Shed Richard Wemgardt, PE Project No 2585 Designed By RLB Ranch Gravity Load Calculation for Headers Date 11/16/2012 Building Information Width (W) = 12 ft Length (L) = 20 ft 1st Floor Wall Height (H,) = 8 69 ft Slope of roof (RSL)= 4 /12 Truss Height (h) = 2 00 ft Gable wall above (G) = 2 00 ft Truss Spacing (s) = 24 in Roof Side Wall Overhang (Ogw) = 0 00 ft Roof End Wall Overhang (OEW)= 0 00 ft Width 1 (Wl) = 6 32 ft Width 2 (W2) = 6 00 ft Total Dead Load (DL) = 17 psf Total Live Load (LL) = 20 psf Weight of Wall (W„aii) = 10 psf Total Load (HTLRoof) = (DL (W1/W2)) + LL (on honzontal plane) HTLRoof = 37 92 psf Wl =((W/2--0sw)^ + (h)Y^ W2 = ((W/2) + Osw) End Wall Header End Wall Header WTL = (((HTLRoof) * ((s / 2) + OEW)) + (G * W„a,i)) WLL = ((LL)*((S/2) + 0EW)) WTL = 57 92 Ib/ft WLL = 20 00 Ib/ft Side Wall Header - Side Wall Header WTL = (HTLRoof *W2) WLL= (LL* W2) WTL= 227 52 Ib/ft WLL= 120 00 lb/ft Richard Weingardt Structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No.: 2585 Designed By RLB 1st Floor End Header Calculation (Page 1) Date- 11/16/2012 iBuilding Information Header Size and Material Information 1 Header Length (LI.EI) = 4 ft b = 3 in E = 1300000 psi # of Tnmmer Studs = 1 d = 3 5 in Fv = 150 psi WTL = 57 92 plf Fcp = 405 psi MTL = 116 ft-lb 6 13 in Fb = 850 psi defl TL = 0 02 in lx= 10719 in" Cd = 1 WLL = 20 00 plf CF= 1 5 defl LL = 0 01 in Material = HF#2 Cr = 1 Fb' = 1275 0 psi Check Bending Stress (fh) Sx Req ~ 1 09 in ' < 6 13 in ' OK Check Deflection (defl) Total Load LI.EI / 240 = 0 20 in > 0 02 in OK Live Load LI.EI / 360 = 0 13 in > 0 01 in OK Check Shear Stress (f„) fv = 14 14 psi < 150 psi OK Check Bearing Stress (f^p) Beanng Force = 115 84 Ib fcp = 22 1 psi < 405 psi OK Richard Weingardt structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No.: 2585 Designed By: RLB 1st Floor End Header Calculation (Page 2) Date 11/16/2012 Building Information Header Length (L1.E2) = 2 ft # of Tnmmer Studs = 1 WTL = 57 92 plf MTL = 29 ft-lb defl TL = 0 00 in WLL = 20 00 plf defl LL = 0 00 in Check Bending Stress (fh) Sx Req ~ Check Deflection (defl) Total Load L1.E2 / 240 = Live Load L1.E2 / 360 = Check Shear Stress (fy) 0 27 in 0 10 in 0 07 in 5 86 psi Check Bearing Stress (f^p) Beanng Force = 57 92 lb 11 0 psi Header Size and Material Information b = 3 in d = 3 5 in Sx= 6 13 in' lx= 10719 in" Material = HF#2 E = 1300000 psi Fv = 150 psi F=p = 405 psi Fb = 850 psi Cd = 1 CF= 1 5 Cr = 1 Fb = 1275 0 psi fcp = 6 13 in 0 00 in 0 00 in 150 psi 405 psi OK OK OK OK OK Richard Weingardt structural Engineer Project. Tuff Shed Richard Weingardt, PE Project No.: 2585 Designed By. RLB 1st Floor Side Header Calculation (Page 2) Date 11/16/2012 Building Information Header Size and Material Information Header Length (L1.S2) = 3 ft b = 3 in E = 1300000 psi # of Trimmer Studs = 1 d = 3 5 in Fv = 150 psi WTL = 227 52 plf Fcp ~ 405 psi MTL = 256 ft-lb Sx = 6 13 in ' Fb = 850 psi defl TL = 0 03 in lx= 10719 in" Cd = 1 WLL = 120 00 plf CF= 1 5 defl LL = 0 02 in Material = HF#2 Cr = 1 Fb' = 1275 0 psi Check Bending Stress (fh) Sx Req ~ 2 41 in' < 6 13 in' OK Check Deflection (defl.) Total Load L1.S2 / 240 = .0 15 in > , 0 03 in OK Live Load L1.S2 / 360 = 0 10 in > 0 02 in OK Check Shear Stress (f„) fv = 39 27 psi < 150 psi OK Check Bearing Stress (f^p) Beanng Force = 341 28 lb fcp 65 0 psi < 405 psi OK Richard Weingardt Structural Engineer Project: Tuff Shed Richard Weingardt, PE Project No.- 2585 Designed By: RLB 1st Floor Side Header Calculation (Page 2) Date 11/16/2012 Building Information Header Size and Material Information 1 Header Length (L1.S2) = 2 ft b = 3 in E = 1300000 psi # of Trimmer Studs = 1 d = 3 5 in Fv = 150 psi WTL = 227 52 plf Fcp — 405 psi MTL = 114 ft-lb Sx= 6 13 in' Fb = 850 psi defl TL = 0 01 in lx= 10719 in" Cd = 1 WLL = 120 00 plf CF= 1 5 defl LL = 0 00 in Matenal = HF#2 Cr = 1 Fb' = 1275 0 psi Check Bending Stress (fh) Sx Req ~ 1 07 in' < 6 13 in' OK Check Deflection (defl.) Total Load L1.S2 / 240 = 0 10 in > 0 01 in OK Live Load L1.S2 / 360 = 0 07 in > 0 00 in OK Check Shear Stress (f„) fv = 23 02 psi < 150 psi OK Check Bearing Stress (f^p) Beanng Force = 227 52 lb fcp = 43 3 psi < 405 psi OK CB122099 1580 CANNON RD AGUA HEDIONDA LAGOON CENTER ?40 SF TOUGH SHED ON A SLAB - NO ELECTRIC OR PI I IMRirOG (0('^3((Z_ 6.V<s.PU^ rou.\i2A FiVeiE c^(^^ • CV Final Insp Approved Date BUILDING PLANNING ENGINEERING FIRE Expedite? Y t I l-Z' AFS Checked by |2^(?-I/Z^ HazMat APCD Health forms/Fees Sent Reed Due' By Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFD Y LandUse N Density ImpArea FY Annex Factor PFF Y N Comments Date Date Date Date Building Planning Engineering Fire io[.aj-c|'t^ (of^-j/i Need? • Done • Done • Done SW n nU<9 • Issued