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HomeMy WebLinkAboutPR17-7151CITY OF DIAMOND BAR I I I i DEPARTMENT OF COMMUNITY & DEVELL GENT SERVICES 21810 Copley Drive, DiamF id Bar, CA 91765 PRESS (909) 839-7020 Fax: (90y) 861-3117 Building Inspection Hotline (909) 539-7027 "�"' BUILDING PERMIT APPLICATION www.cityofdiamondbar.com building@df mo"ndbarea.gov FIRMLY JOB S17E ADDRESS APN LOT TRACT OWNERt� ADDRESS���- CI7Y3�ar c g�Fia�t P �} CC�_7IL, APPLICANT l J���t't�z TEL. &'_7a `(qy- t `� CONTRACTORrf:��w� LlP)kv. I ADDRESS % °�� � �" CITY ZIP TEL. ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the reason(s) indicated below by the checkmark(s). I have placed next to the applicable items) [Section 7031.5, Business and Professions Cade: Any city or county that requires a permit to construct, alter, improve, demolish, or repair, any structure, prior to its issuance, also requires the applicant for the permit 10 file a signed statement that he or she is licensed pursuant 10 the provisions of the Contractor's State License Law (Chapter 9) Commencing with Section 7000 of Division 3 of the Business and Professions Code] or that he or she is exempt from licensure and the basis ter the alleged exemption. Any violation of Section 7031.5 by any applicard for a permit subjects the appllmirt to a civil penalty of not more than five hundred dollars ($500). U I, as owner of the property, or my employees with wages as their sale compensation, will do { j all of or U portions of the work, and the structure Is not Intended or offered for sale (Section 7044, Ruslness and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the 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 preving that It was not bu€It or Improved for the purpose of sale.). () I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project {Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contraclsforthe projects with a licensed Contractor pursuant to the Contractors' State License Law.). O I am exempt from licensure under the Contractor's State License law for the following reason(s): Date: Sign: By my signature below I acknowledge that, except for my personal residence In which I must have resided for at least one year prior to completion of the Improvements covered by this permll,I cannot legally sell a structure that € have bullt as an owner-bullder If It has not been constructed in Its entirely by licensed contractors. I understand that a copy of the applicable law, Sectlon 7044 of the Business and Professions Code Is available upon request when this application Is submitted or at the following Web site: http/www.leglnfo ca govlcalaw.hlml. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full farce and effect LICENSE CLASS: °%rJ LIU. NO.: EXP UATE °� / / CONTRACTOR, WORKER'S COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY ONE OF THE FOLLOWING DECLARATIONS I have and will maintain a Certificate of Consent to Selfdnsure for Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the work -for which this permit is issued. i I have and will maintain Worker's Compensation Insurance, 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 Numbe^r��ame CARRIER t POLICY NUMBER (THIS SECTION NEED NOT BE COMPLETE) IF THE PERMIT IS FOR ONE HUNDRED DOLLARS $100 OR LESS). certrythat in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so e;to become subject to the Worker's Compensation Laws of California And agree that If I should become subject to the Worker's Compensation provisions of Section 3700 of the LaborCode, I shall forthwith comply with those provisions. DATE, APPLICANT: WARNING: Fallure to secure Worker's Compersatlor coverage Is unlawful, and shall subject an employer to criminal penalties and civil fires up to one hundred thousand dollars ($100,000), In addition to the cost of the compensation, damages as provided for In section 3708 of the labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a Construction Lending Agency for the performance of the work for which this permit is issued (Sen 3097, Clv, C.). LENDER'S NAME: LEN DER'S ADDRESS: I certify that I have read this application and state that the above Information Is correct I agree to comply with all city and county ordinances and state laws relating to bullding construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. PERMITTEE NAME INT) SIGNATURE OF PERMITTEE DATE APPLICATION DATE: 7 7r - % I- �7 P/C# Pe V 7 " �' i ISSUE DATE:�d IPERMIT# : J?e_V —7I s TYPE CONST- OCC GROUP: Scope of Work A- Eit # IUNITS # STORIES s # BEDROOMS DESCRIPTION SO. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ADD/REM Garage/Carport uO1 Patio/Deck w LJ_ Pool/Spa zRe -Roof Q Commercial Valua'till Adj. Area: QUANTITY DESCRIPTION FEE a U x r U w ccs m J a J z a v CONSTRUCTION:;;,,,; PLAN REVIEW:r• ELECTRIC: PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: ? L SMIP: m A11 - ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE -ALT FEE: BASF: PLOT PLAN: ZONING CLEARANCE: TOTAL FEES COMMENTS: 3 j P/C: gp�,'' PAID BY: dsq RECEIPT # __} PAID BY: ill VALIDATION: y L C_ VALIDATION: N� � WHITE — Department Copy, YELLOW — Finance Copy, PINK —Assessor Copy CITY OF DIAMOND AR INSPECTION RECORD SETBACK/LLTTER j FOOTINGS FORMS SLAB UG. PLUMBING UG. ELECIHICAL 11FER Gfi{ll1ND ......... _.. SEWER I A7ERAL MAIN WATER LINE Sf:WCH CLEANOUT ROOF SI1EATHING FI OOR SHEATHING SHEAR WALLS EXTERIOR SHEAR WALLS INTERIOR FRAMINGNENTING ROUGH MECHANICAL _...-._..... RCUGH ELECTRICAL W( } C ( } ROUGH PLUMBING INSULATION WALL INSULATION CEILING ....... ......._ ....... DRYWALL LATH (PRE) LATH EXTERIOR LATH INTERIOR GAS TEST SCRATCH GOAT ELECTRIC METER RELEASE. GAS METER RELEASE SPECIAL INSPECTION FINAL BUILDING F€NAL MECHANICAL FINAL ELECTRICAL FINAL PLUMBING T.C. of OCCUPANCY CERT. of OCCUPANCY 0 TRACT AND LEDGER SWITCH GEAR COMMERCIAL HOOD T -BAR INTERCEPTER HOT MOP/SHOWERPAN SEPTIC/CESSPOOL HERS REPORT RECEIVED DEMOLITION _ ROOF DRAINS ROUGh CONDUIT POOH /SPA ._- ROUGH PLUMBING ROUGH ELECTRICAL ROUGH MECHANICAL GAS TEST PRE GUNITE POOLPRF. DECK BONDING ..... ---- ---— P TRAP FENCE / GATE/ ALARM Assembly Bill 2188 applies only to residential rooftop solar energy systems that are no larger than 10 kilowatts or 30 kilowatts thermal. This form conforms to Assembly Bill 2188. ray Residential Photovoltaic Power Systems Permit Issuance Checklist Please complete the following information to submit for Building & Safety plan cheep. APPLICANT completes this box. Address: LAPN: Zone: Lot Size: S.F. Average Slope: % Technology: (check one): Building Integrated Roof -Mounted Panel Ground -Mounted Panel System size and power: Number of panels: Total square feet: - sq. ft. kW (if electric) Are the property lines correctly dimensioned on the plans? (circle one)es ) No If Ground -Mounted: Max. height of system, (i.e. distance from top of panel to natural or finished grade): If Roof -Mounted: Max. height above roof, (max.distance from top of roof to top of panel): If framing is over eight inches (8") off roof or ground, is it screened?.circle one) Yes No NIA Are the panels proposed on a permitted structure? (circle one) es No NIA Panel directional orientation, (check one): West Southwest South Southeast Bast System visibility from nearby public streets, parks, or trails, (circle one): Not Visiblw_r)IVledium, High If "no" to any of the above, see the Planning Division. COUNTER PLANNER completes the remaining form. 1. Zoning ti Yes ❑No a. Does the proposed project meet the setback requirements (or is it an allowed encroachment)? Front setback ft. interior setbacks ft. IA ❑Yes ❑No b. If ground -mounted: Does the project comply with setbacks and lot coverage requirements? [Yes ❑No C. Are the panels proposed on a permitted structure? Yes ❑No d. Are the property lines correctly dimensioned on the plans? 2. Design mYes ONO a. Is there an open/pending project for the property? Dyes PNO b. Will the system be obscured from public view, i.e. as viewed from a public street, sidewalk, park, beach or trail, is it completely hidden by a parapet, located behind a residence, down a private driveway not visible off site, etc.? Consider all potential public views of the site, especially on hillside properties. If "yes", then skip to item No.6 below. If "no", continue to item 3. 3. Is the proposed project affiliated with a historic resource (Check historic resource list)? ❑Yes (�No S` Page 1 of 3 4. Is the proposed project on a site which includes a potentially sensitive visual resource, such as: ❑Yes 1P No a. Hillside property (regardless of slope)? 5. Is the proposed project located in a restricted use area? ❑Yes No 6. The plans cannot be approved over the counter and must be routed to staff for further review. If there are Zoning concerns ("no" to question No. 1), indicate those in the zoning activity. res ❑No 7. Applicant proceeds to Building & Safety Counter to continue the review (add approval notes in Zoning Clearance, file, stamp and initial three (3) sets of 'B&S plans) PYes ❑No Building and Safety requirements. Applicant shall complete the remaining form. (Please check the correct answer for each question) 1. Applicant submitted (3) sets of plans minimum 11 "x17", attach all manufacturer's specification sheets, installation instructions, and listings. FYes ❑No 2. All exposed conduits painted to match the roof is noted on the plans. ®Yes ❑No 3. In submittal, provided electrical single -line diagram clearly identifying all devices installed in the PV system and indicating total kW rating of system. PCs ❑No 4. Applicant acknowledges correct circuit sizing and current calculations based off 2016 California electrical Code Article 690.8 on plans from California state licensed electrical engineer or a California licensed contractor classification C-46 or C-10. I Yes ❑No 5. Applicant acknowledges photovoltaic source and output circuits have a maximum photovoltaic of up to 600 volts based off 2016 California electrical Code Article 690.7 on plans from California state licensed electrical engineer or a California licensed contractor classification C-46 or C-10. FYes ❑No 6. Applicant acknowledges wet -stamped and signed submittal of structural calculations for wind uplift based of ASCE 7-10 from State license civil or structural engineer. All Structural Elements shall be identified on existing roof framing members on plans. ]Yes ❑No 7. GGApplicant acknowledges rooftop mounted photovoltaic systems shall be tested, listed and identified with a fire classification in accordance with UL 1703. The fire classification shall comply with Table 1505.1 of the California Building Code based on the type of construction of the building Effective January 1, 2015. FYes ❑No Page 2 of 3 S. Applicant acknowledges installation of the photovoltaic system shall be in compliance based off 2016 California electrical Code Article 690. 'es ❑No 9. Applicant acknowledges installation of the interconnected electric power production source shall be in compliance based off 2016 California electrical Code Article 705. ryes ONO 10. Applicant plans are to be signed by a California licensed contractor classification C-46 or C-10. Provide signature and license number on each sheets. Contractor who signs the document must be the one doing the work, Business and Professions Code Section 7031.5. FoYes ❑No 11. Applicant acknowledges that the photovoltaic system may only be installed on a permitted structure. Ip Yes ONO 12. Applicant acknowledges that the photovoltaic system meets the "California Solar Permitting Guidebook": littp://opr.ca.gov/docs/California Solar. Permitting.GLiidebook. df 0]Yes ❑No 13. Proposed project meets state fire marshal set -backs for roof mounted photovoltaic system requirements and code section R908 CRC 2016. PYes ❑No Signature of Applicant:Date:'____ Print Name: Nr _ Page 3of3 May 23, 2017 RE: Project/Job # 91713982 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Shuan Residence 719 Featherwood Dr Diamond Bar, CA 91765 Diamond Bar City of Industry - Applicable Codes = 2016 CBC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 110 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground/Roof Snow Load = 0 psf - MP1: 2x4 @ 24" OC, Roof DL = 14 psf, Roof LL = 20 psf - MP2: 2x4 @ 24" OC, Roof DL = 14 psf, Roof LL = 20 psf - MP3: 2x4 @ 24" OC, Roof DL = 14 psf, Roof LL — 20 psf Version #67.5 - TBD 51,1w 1, qn,' 6y Henry Zhu Henry Z h u AA ` Z�" zll-hzhu�wla�ctry.com, oar—ntloetG} ' RAIL, c -US, o,5oa,Clty Caryomtlon Date: 2011.05.2308:31,11-01'07 Per Section 1613.1, W -(PV)/ W -(exist roof) = 2.9%, Increase Seismic Shear Load < 10%, -> [OK] To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. I dE ia�x; 1,k+av -Sen Mate, �-A )a'02 �; Q,501 &:, i -1 58 ;, G,H i01.. Cl lY r ic�_i.i ��� 1029 �r,=� c •�cL.. Po i Landscape ::: Hardware X -X Spacing l,lard+nrare.;= Landsca a Modules': StanOpf peeificatiorus; X -X Cantilever Y -Y SpacingY-Y Cantilever . Configuration Uplift DCR MPI 72" 24" 52" 24" Not -Staggered 56.4% MP2 72" 24" 52" 24" Not -Staggered 56.4% M1133 72" 24" 52" 24" Not -Staggered 56.4% Portrailt liardin►are X -X Spacing Hardware' Portrait Mod:ules',Standoff.Specifications i X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPI 48" 20" 52" 24" Not -Staggered 37.6% MP2 48" 2()" 52" 24" Not -Staggered 37.6% MP3 48" 26" 52" 24" Not -Staggered 37,6% Mounting Plane, Framing Qualification Results Strwcture 102 `P "'h r.ity,rc;nl Type Spacing Pitch Member Evaluation Results MPI Pre -Fab Truss 24" O.C. 180 Member Impact Check OK MP2 Pre -Fab Truss 24" O.C. 180 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IFBC. 3051- Vvlav ..ait til r -t-., ,- CA 91402 Iir.50�'Z"1020 iE?AI SOL - C1 Fi (6_5 "� i''e— 102 `P "'h r.ity,rc;nl f-.: SEISMIC CONSID RATIOAS Seismic Design Code :d 4 V Sys r / IBC Sect. 3404 4. A.ttwl7 ASCE 7-14 Increase:Selsmic Shear Load < lifala, -� [0 1 of tulle W�P� 27 ... , ' " 3 sf RV lbs 832 lits Lpn etude 9- 117 7894 5RA ak Siioi't.Periad USGS SRA at is Period S, 0.785 USGS Soi{ SiteEass " D. ; .. IBC 1613.5.2 .: Seismic Design Category SDC E USGS Se sink;Cfiec IN Ullred (Ss 1113C 1613.1 0.4 & SCIC"? D> ? ALTER#TION LATERAL DESIGN 10°!o EX EPTI0.�1 CHECK Weig, re. :d 4 V Sys r / IBC Sect. 3404 4. A.ttwl7 Force Resistin stent Increase:Selsmic Shear Load < lifala, -� [0 .,V SystemWeight Total Weight of PV System W�P� 27 ... , ' " 3 sf RV lbs 832 lits heck l n+�rease "Ito f"1i�i��el9 j sei> mic Shealr load Increase of DCIR of Lateral '- / IBC Sect. 3404 4. A.ttwl7 Force Resistin stent Increase:Selsmic Shear Load < lifala, -� [0 Note: Seismic base shear is directly proportional to roof weight. . STRU"11RE ANALYS 7,�.QAQTNG'SUMMaRY;AND;'MEMBER �HE�K MC�1 Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14,7 psf Pead Load:. XPV 1.0 9.5. f Roof Live Load RLL 20.0 psf x 1.00 20.0 psf I iue/Sdow Load.,:. LL SL' fatal oad Govermn LC TL.34.7: 09f 24.2 $f i. Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1A overnin" AraiY'S is .: ° Pre. P1:' fast PV..: Weil IIt .... Gravity Loading Check 34.7 24.2 -30% Pass NMe. pi Proper�i s'Su if�n "y i MPi Meru IerO s€'' r. Prrt e' rtle Overhangal 82ft ActualaW is 50" Rauf . , 5mTP.' ernes S ., r+ 6,49 3t.:;` Eloti[ar'D Number of S answ/o Overhan 2 Span 2 5.00 ft Nominal Yes Hoofing;'="ateriat: . ,. Ffat Tile Roof. S pa 3 A(inh2) 5;.25, Re -Roof No Span 4 Sx in.^3) 3.06 PI' �nraod Shdathing. 5:. Yes Board Sheathing None Total Rake Span 12.94 ft TL Defl'n Limit 120 Vau�Ited Ceiiing .',', Na ,- PV :Swrit i J JZk,::: `Vf .qqd. eckes := DF Ceiling Finish 1/2" Gypsum Board PV 1 End 9.25 ft Wood Grade #2 Rafter Slope 18° PV1 Z'Start - Pb [ps7 900 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top �Iti .iracrn Full Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14,7 psf Pead Load:. XPV 1.0 9.5. f Roof Live Load RLL 20.0 psf x 1.00 20.0 psf I iue/Sdow Load.,:. LL SL' fatal oad Govermn LC TL.34.7: 09f 24.2 $f i. Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1A overnin" AraiY'S is .: ° Pre. P1:' fast PV..: Weil IIt .... Gravity Loading Check 34.7 24.2 -30% Pass ZEP HARDWARE` DESIGN CALCULATIONS M.P Design Code IBC 2015 ASCE 7-10 Table 30 3-1 W.irld. Design, Method " p = qh (GCp) Equation 30.4-1 Partially/Fully Enctosed Method Ultimate Wind Speed V Ult 110 mph Fig. 1609A Fac'posure'Cat goiY!_ : " T� C �'� Seetiian 263 Roof Style qh Gable/Hip Roof Fig 30 4-2A/13/c 5A/13Mean-Roof Heigh tr h 25 ft Secti4r, 2 2.'' Wind Pressure Exposure KZ 0.95 Table 30 3-1 Topographic p = qh (GCp) Equation 30.4-1 Wind 'Pressure 'U p Wind Directionality FactorKa , 0.85 Section 26.6-1 ita nrtace Factor= T� NA " Max Standoff Tributa"fy Area Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 PV Assembly Dead Load . ... W -PV 24.9 psf 3.0 psf Ext. Pressure Coefficient U GC (Up) -0.88 Fig. 30.4-2A/13/C-5A/13 &t.,`.Pressure Coefficient ;,Down (Xp `(Ddwn) Flg> 30.4 2A/s/c s jR Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind 'Pressure 'U p wind pressure Down n ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Landscape 7Z" 52" Max. Allowable Cantilever <' Landscape 24"24 " Standoff Configuration Landscape Not -Staggered Max Standoff Tributa"fy Area �'riti'' 26 sf. ':. PV Assembly Dead Load . ... W -PV 3.0 psf Net Wind Uplift at'Standoff T actual -296 lbs` Uplift Capacity of Standoff T allow 524 lbs Standoff Demand/Cabacity DCR 56.4°l0 Max Allowable Standoff Spacing Portrait 5G Max Allo+ able Cantilever: Portr0it20' 24". Standoff Confi uration Portrait Not -Staggered Max'standoff TributaryArea Trilr 1 Sf PV Assembly Dead Load . _. W -PV 3.0 psf Net Wind Uplift at, Standoff T -actual...:: -197 lbs' Uplift Capacity of Standoff .. T -allow 524 lbs Standoffbemand/Caoaciiv DCR' 37.6°l0. .......... STRUCTURE ANALYSM LOADINGSUMMARY ANI�:� EM'' MCHECK � N1RZ Roof Dead Load DL !!V head° load lsV .l9 Roof Live Load RLL Llv Snarir Loed.:! Lt lel 161w,Lc 4.O(Geverning LC) " TL Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 rFiq 14.0 psf x 1.05 14.7 p! 9 D,.;psf . X 1 CiS 20.0 psf x 1.00 20.0 p! 34.7 pi 2. pf = 0.7 (Cp) (G) (U Pte; CA=0.% G=1.1, L=1.0 14.7 [, Mei�ieI!R SUNt St,lmrri ; ; Gaivern 4t_ ..lad 1 lds Net I ni. 'act Ftsilt GraviW Loading Check 34.7 74.2 -30% Pass Member: tsrrSy em>m: Hariztal.11eainber'S .ate ,' Rafter lrU ernes Overhang 0.82 ft Actual AGtual'D 3150" Number of Spans w/o Overhang) 2 Span 2 5.19 ft Nominal Yes Roofing Mat Flit Tile Roof n 3 S' a : ' A (in^ } 5 25 Re -Roof No Span 4 iinr."^'43) Sixnt tbi� ' Yespiwoocksh;6 R 5, `3.06 6 Board Sheathing None Total Rake Span 13.34 ft TL Defl'n Limit 120 Vaulted- dilln Na :' P.V i:5fi rt . 108 ft .:; lNood Species DF. Ceiling Finish 1/2" Gypsum Board PV 1 End 9.50 ft Wood Grade #2 Rafter 51ope ;. 1$° PV;trt :':.Pb (psi? 900, Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat 15Mciit' 1, I ,tl Bat Lat Bracing At Supports PV 3 End E -min si 580,000 Roof Dead Load DL !!V head° load lsV .l9 Roof Live Load RLL Llv Snarir Loed.:! Lt lel 161w,Lc 4.O(Geverning LC) " TL Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 rFiq 14.0 psf x 1.05 14.7 p! 9 D,.;psf . X 1 CiS 20.0 psf x 1.00 20.0 p! 34.7 pi 2. pf = 0.7 (Cp) (G) (U Pte; CA=0.% G=1.1, L=1.0 14.7 [, Mei�ieI!R SUNt St,lmrri ; ; Gaivern 4t_ ..lad 1 lds Net I ni. 'act Ftsilt GraviW Loading Check 34.7 74.2 -30% Pass ZER HARD�IPVARE-DSIGM41�.LATTONS IP Design Code IBC 2015 ASCE 7-10 0.95 l,ind.Design°[ethod Parallyjfol[yJ:rrclosed Method Topographic"F'ad6r " Ultimate Wind Speed p" V-Ult 110 mph Fig. 1609A Exposure"Categiry: Cz 'Section 26 7 Roof Style Gable/Hip Roof Fig 3a.4-2A/e/C-5A/B dea n +toof Hey ht" " .. " h 2S.t Section 26.2":;'; ? Wind Pressure Exposure KZ 0.95 BGC 045lig. 3n.&SA/B Table 30.3-1 Topographic"F'ad6r " ! "'' 1 to liii?ind.Pressure Down SeetEon 26;8:. ':; Wind Directionality Factor Kd 0.85 Not -Staggered Section 26.6-1 Im ortaice Factor Trib NA" . 2l7 sf Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 3 0 psf.... Equation 30.3-1 .Asse... Net Wind Uplift at Standoff .. T -actual 24.9 psf -296 ibs _ Vllirtl RresSuiv� Ext. Pressure Coefficient U GCp Up) -0.88 Fig. 30A-2A/B/C-5A/13 Ext. Pressure Co.efficlent Down" `.. BGC 045lig. 3n.&SA/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 W104"Pir sure tl P '. =21 8. psf liii?ind.Pressure Down 16.0 psf. . . ALLOWABLE.STANDOFF SPACING Max Allowable Standoff Spacing Landscape 72 52 11 Niax Allowable Cantilever Landstape " 24" ..: %24 Standoff Configuration Landscape Not -Staggered Max Standoff Tributa"r'Area Trib . 2l7 sf PV mbly Dead Load W -PV 3 0 psf.... .Asse... Net Wind Uplift at Standoff .. T -actual -296 ibs Uplift Capacity of Standoff Tallow 524 lbs standoff bemand/Ca nacltu DCS' '56.41%. . Max Allowable Standoff Spacing Portrait 48" 52" MUA]68ble .Cantilever.; ... ..... . Portrait 20' 24'" Standoff Configuration Portrait Not -Staggered Max"Stniloff TrEYutary Area Trio'; . " .""" . . 17 sf '. PV Assembly Dead Load W -PV 3.0 psf Net W(nd''Upfi a -Standoff T -actual "" . =]97 lbs Uplift Capacity of Standoff T -allow 524 lbs tnndnff'bemanW nacitu " DCR ..................... 5.TRUCTURIE ANAL"Y"SIS I. COAD MG`SUMMARif AN1 MEMBER CHECK:= MP3 Roof Dead Load DL 14,0 psf x 1.05 14.7 psf 14.7 psf 1? ,Dead Load = P .-DL �':. Q:Q psf , l..tJS:, 9�a':' sf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf UVe/SnCfVll Lnad,, LL/Si;1 Total Load (664drnih9 LC] TL. 34.7 usf 24 nsf. Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2, pf = 0.7 (Cp) (Cr) (h) p,; Cp=0.9, C4=1.1, I,=1A bo - "A'. >rA1 )LOS lko r US uittt-rlll�l G ArKail sig ; Pre,Prt. most P. _ It I 'aGt Rult .. Iana..: _vernin _ Gravity Loading Check 34.7 24.2 -30% Pass :. . Member Pry .Me.ummary 11 MP3 Hpri 6rit"l�er:'S E3aikRr M Overhang 1,16 ft Actual W 1.50" 34 ft :' : Atual'ID 5Q' Number of Spans w/o Overhang) 2 Span 2 5.16 ft Nominal Yes ttoong Materia Fiat Tile'R6of n 3 A( Re -Roof No Span 4 Sx (in.^3) 3.06 Board Sheathing None Total Rake Span 13.31 ft TL Defl'n Limit 120 Vaulted (Meiling No P11 fStart " f 50 ft .: 1tVaad So Ceiling Finish 1/2" Gypsum Board PV 1 End 7.83 ft Wood Grade #2 Rafter Slope ? , , " 18° PV 2€;Mart . Fb :' sl 900 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Tap Lat B.wac[ng':; hull ..i PV 3 Start Bot Lat Bracing At Supports PV 3 End E-min(psi) 580.000 Roof Dead Load DL 14,0 psf x 1.05 14.7 psf 14.7 psf 1? ,Dead Load = P .-DL �':. Q:Q psf , l..tJS:, 9�a':' sf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf UVe/SnCfVll Lnad,, LL/Si;1 Total Load (664drnih9 LC] TL. 34.7 usf 24 nsf. Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2, pf = 0.7 (Cp) (Cr) (h) p,; Cp=0.9, C4=1.1, I,=1A bo - "A'. >rA1 )LOS lko r US uittt-rlll�l G ArKail sig ; Pre,Prt. most P. _ It I 'aGt Rult .. Iana..: _vernin _ Gravity Loading Check 34.7 24.2 -30% Pass ZEP "HARDWARE DESIGN CALCULATIONS - MP Rrinfir�a lilaterial " " . Flat 'Tile Roof Roof Slope Kz 0.95 180 Table 30.3-1 Rafter S"acin Ka. Fig,. aa4zA/B/C -5A/.B 24!1 p C Section 26.$ Framing Type Direction �... 0 85 Y -Y Rafters Section 26.6-1 FVl1System Type .' T :: NA olarClty�iSleekMouni�" .-:' Zep System Type._". qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) ZS Span Equation 30.3-1 Standoff Attachnietit Hardware. T-actuai 24.9 psf Tile Reveal T -allow 13 Tii'P dttarhmPnt 5vs1tem DCR SM Span Design Code IBC 2015 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 110 mph Fig. 1609A Ek.persure Category:.: C Section 26.7.' Roof Style Gable/Hip Roof Fig. 30.4-2A/B/C-5A/B Mean Roof"Het ht':" h 5: ft Section 26.2: Wind Pressure Exposure Kz 0.95 Fig. 30.4-2A/B/C-5A/B Table 30.3-1 T©pticrapliic Factor Ka. Fig,. aa4zA/B/C -5A/.B Desi n Wind Pressure Section 26.$ Wind Directionality Factor �... 0 85 P160 Section 26.6-1 Ttn "ortance Factor .. T :: NA 16.0 Psf : Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 3.0 psf Equation 30.3-1 Net Wind Uplift at Standoff T-actuai 24.9 psf -T971bs 3AtinC .Ptw±c�u� . . Ext. Pressure Coefficient U GCp (Up).._ -0.88 Fig. 30.4-2A/B/C-5A/B Ext., Coeffident,' Dawn GC Doinrn} 0.45 Fig,. aa4zA/B/C -5A/.B Desi n Wind Pressure p p = cih (GCp) Equation 30.4-1 Wind Pressure U P160 X21.8 pd Max Standoff Tributary Area Wind Pressure boron . " ; 16.0 Psf : ... ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Landscape 1 72" 52 Mu Allowable Cantilever Landscape 24' Z4, Max Standoff Tributary"Afea Trib ' 26 sf PV Assembly Dead Load ..... W -PV 3.0p sf Net Wind Uplift at Standoff T -actual -296 lbs Uplift Capacity of Standoff T -allow 524 lbs tarulnff'f]pmani�7Canaity DCR 56.4% " Max Allowable Standoff Spacing Portrait 48" 52" Max Alldwable Cantilever Portrait 20" '. 24„ Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area TO 17 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T-actuai -T971bs Uplift Capacity of Standoff T -allow 524 lbs Standriff..Doman i/C.anacity DCR 37.6%