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HomeMy WebLinkAboutPR17-2855C CITY OF DIAMOND BAR I DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES 21810 Copley Drive, Diamond Bar, CA 91765 PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY BUILDING PERMIT APPLICATION www.cityofdiamondbar.com building@diamondbarea.gov JOB SITE ADDRESS 2- 2i—) e r� APN LOT TRACT OWNER ADDRESS `2-6 [�iez CITY W [ ZIP TEL. APPLICANTTEL. CONTRACTOR Se C,^ 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 reasons} indicated below by the checknir ls), I have placed next to the applicable items) [Section 7031.5, Business and Professions Code: Al city or county that requires a permit to construct, after, improve, demolish, or repair, any structure, prior be its issuance, also requires the applicant for the permit to the a signed statement that he or she is licensed pursuant In the provisions of the Contractor's State License Law (Chapter 9) Commencing with Section 7000 of Division 3 of the Business and Professions Code) orthat he or she is exempttrom licensure and the basis for the alleged exemption. Any vlolatlon of Section 7031.5 by any applicartfor a permitsubjects the applicant to a civil penalty of not more than five hundred dollars ($5CO). L) I, as owner of the property, or, mr, employees with wages as their sole compensation, will do O all of or O portions of the work, and the structure is not Intended or offered for sale (Section 7044, Business 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 to 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 proving that I was not built or improved for the purpose of sale.)- [] I, as owner of the pmperty, 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 contracts forthe projects with a licensed Contractor pursuantto the Contractors' State License Law.). O I am exempt from licensure under the Contractor's State License law forthe following reason{s}: Date: Sign: By my signature below I acknowledge that, exceptfer my personal residence In winch I must have resided forat least one year priorto completion of the improvements covered bythis parni cannot legally sell a structure that I have huin as an owner -builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: http/www.leginfo.ca.govlcalaw.html, 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 Incense is in full force and effect. LICENSE CLASS: 9 Ce G LIC. Ni '5S�5 ( EXP. DATE: 1 % ( f 5� CUNTRACTOR: 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 Self -Insure for Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the worktor which this permit Is issued- 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 Number ar ! CARRIER _ E POLICY NUMRFR r (Yids SECTION NEED NOT BE COMPUTED IF THE PERMIT IS FOR ONE HJNDRED DOLLARS $100 OR LESS). I certify that in the performance ofthe work for which this permit Is Issued, I shall not employ any person in any manner so as to i become subject to the Worker's Compensation Laws of California. And agree that if I should become subject to the Workers r Compensation provisions of Sact cn 3700 of the Labor Code, I shall forthwith complywith these provisions. r DATE: APPLICANT: WARNING: Failure to secure Worker's Compensation coverage is unlawful, and shall subject an employer to criminal i penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of the compensation, 9 damages as provided for in section 3708 of the labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY i I haeby affirm under penalty of perjury that there is a Construction Lending Agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. Q. LENDER'S NAME - LENDER'S ADDRESS: i 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 building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. M (PR41 5 PERMITTEE NAIN SIGNATURE GF PERMITTEE DATE APPLICATION DATE: -5- ' :�-l- � ?- P/C# - 2&'55 ISSUE DATE: lil T PERMIT#:��'- 265 TYPE CONST. OCC GROUP: Scope of Work w� � # DWEL. UNITS ��•-cve�- E:t . �- C� iLe.�l . :�G # STORIES # BEDROOMS DESCRIPTION SQ. FT. FACTOR PSE ADJ. AREA/VALUATION SFRIADD/REM Garage/Carport LU Patio/Deck LU rL Poo€/Spa ZRe -Roof oI Commercial 5 ca �_Vlitjation: e Adj. Area: QUANTITY DESCRIPTION FEE J Q U r U iAJ J c� z m a U_ 2 Q x CONSTRUCTION: PLAN REVIEW: 2_39, 2-1 s, N ELECTRIC: PLUMBING: M EC HAN [CAL: INSPECTION FEE: ISSUANCE: 2 - P 4 _ SMIP: yy - i 4o ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE -ALT FEE; BASF: 1 PLOT PLAN: ZONING CLEARANCE: TOTAL FEES COMMENTS: �0'y � VALIDATION: i P/C: PAID BY: 603'— RECEIPT# PAID BY: 4C3td _ VALIDA-710N. °'�.----.--. WHITE — Department Copy, YELLOW — Finance Ccpy, PINK Assessor Copy COMMENTS, DIAMONDIAR CITY OF DIAMOND BAR p DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES ✓C/ 21810 Copley Drive, Diamond Bar, CA 91765 PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY BUILDING PERMIT APPLICATION www.cityofdiamondbar.com building@diamondbarea.gov JOB SITE ADDRESS 2-499 -Q Pe 4Lri l I P " L s 2d. APN LOT TRACT OWNER rt eLd"L ADDRESS -�?,Okd CITY Z{��c �arv�� ZIP ft" Ti APPLICANTImo- D eL.=� TEL. Tr� -y CONTRACTOR 56 re -1-_ t� I � f ' ADDRESS CITYJ ZIPTEL. ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the reasons) Indicated below by the chackmark(s), I have placed next to the applicable Item{s) [Section 7031.5, Business and Professions Code: 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 to file a signed statement that he or she Is licensed pursuant to 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 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 ($500). U I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure Is not Intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or Improves the property, provided that the improvements are not 9ntended or offered for sale, If however, the bullding or improvement Is sold within one year of completion, the Owner -Builder will have the burden of proving that It was not built or improved for the purpose of sale,), 11, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Secton 7044, Business and Professions Cade: The Contractors' Stale License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuanttoths Contractors' State License Law.). U I am exempt from licensure under the Contractor's State License law for the following reason($): Date: Sign: By my signature below I acknowledge that, except for my personai residence in which I must have rasided for at least one year prior to complefon of the improvements covered by this permit,l cannot legally sell a structure that 1 have built as an owner -builder if it has not been constructed In Its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: hdplwww leglnfo.ca.govlcalaw.html. 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 g�Business � —SS andd Professions Dodo, and my license Is in full force and effect, LICENSE CLASS: [p�t� LIC, NO.:T7 e Y - EXP. ©ATE: 12— '3p / CONTP,ACTOR:��,L.e� 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 Self -Insure for Worker's Compensation, as provided by Section 3709 of the Labof Code, for the performance of the work for which this permit Is Issued. G' 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 Number e; CARRIER POLICY Nl1MBER (rHIS SECTION NEED NOT BE COMPLETED {F THE PERMIT IS FOR ONE HUNDRED DOLLARS $100 OR LESS). k cardly That in the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation Laws of California. And agree that if I should become subject to the Worker's Compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. DATE: APPLICANT: WARNING: Failure to secure Worker's Compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($SOC,OOO), in addition to the cost of the compensation, damages as provided for in section 3708 of the labor code, interest, and attornag'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 €ssued (Sec. 3097, ON. C.), LENDER'S NAME: LENDER'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 building construction, and hereby authorize representatives of this county to anter upon the above-mentioned property for Inspection purposes. PERMITTEE NAME (RHIN j SIGNATURE OF PERMITTEE DATE APPLICATION DATE: ISSUE DATE: TYPE CONST. PIC# PERMIT# : OCC GROUP: Scope of Work t� # DWEL. UNITS LL :5L,, as-SISI10 LA) # STORIES / vc : # BEDROOMS DESCRIPTION SQ. FT. FACTOR PSF ADJ. AREANALUATION SFR/ADD/REM Garage/Carport W Paulo/Deck W U- Pool/Spa ZRe -Roof Commercial m Valuatlora: Adj. Area: QUANTITY DESCRIPTION FEE a U s N v w w co E m J a z x CONSTRUCTION: PLAN REVIEW: ELECTRIC: PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: SMTP: ENERGY PIC: ENERGY PERMIT: RETENTION FEE' PRE -ALT FEE: BASF: PLOT PLAN: ZONING CLEARANCE: TOTAL FEES COMMENTS: U PIC: PAID BY: RECEIPT# PAID BY: VALIDATION: VALIDATION: WHITE — Department Copy, YELLOW — Finance Copy, PINK— Assessor Copy CITY OF INSPECTION RECORD SLIBACK/ LSTIER IRACI AND L1:DGER FOOTINGS FORMS SWI I CI I GI -AR SLAB COMMERCIAL 11001) UG. PLUMBING �.. T� RAI; .. _ 11G ELEC_.TRICAL - -- IN1E CICEP I FR ...... _ __ UFFR GROUND - HOT MOP/SHOWFR+<• AN SEPTIC/CESSPOOI. HERS REPORT RECEIVED SEWER LATERAL MAIN WATER LINE SEWER CLEANOUT DEMOLITION ROOF SHEATHING ROOF DRAINS FLOOR SHEATHING ROUGH CONDUIT PCIOUSPA ROUGH PLUMBING ROUGH ELECTRICAL SHEAR WALLS EXTERIOR SHEAR WALLS INTER[OR FRAMING/VENTING . ROUGH MECHANICAL ROUGH MECHANICAL ROUGH ELECTRICAL W( ) C ( ) GAS TEST ROUGH PLUMBING PRE GDNITE INSULATION WALL POOL PRE DECK BONDING INSULATION CEILING P -TRAP DRYWALL FENCE / GATE/ ALARM LATH (PRE) FINAL POOL LATH EXTERIOR MALLS: LATH INTERIOR WALL FOOTING/STEEL GAS TEST WALL STEEL 18`( ) 2N°( ) I.IfT SCRATCH COAT WALL BOND BEAM ELECTRIC METER RELEASE WALL DRAIN/ SEAL GAS METER RELEASE WALL FINAL SPECIAL INSPECTION FINAL BUILDING RO. FRAMING PLANNING APPROVAL ROUGH FIRE APPROVAL FINAL MECHANICAL FINAL FIRE DEPARTMENT FINAL ELECTRICAL .. FINAL PLANNING FINAL PLUMBING FINAL ENGINEERING/ PW T.C. of OCCUPANCY FI14AL COMMUNITY SERVICES CERT, of OCCUPANCY FINAL HEALTH DEPT. FINAL ZUSTRIAL WASTE m `lr 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 2988. Residential Photovoltaic Power Systems Permit Issuance Checklist Please complete the following information to submit for Building & Safety plan check. APPLICANT completes this boa. Address: `Zb10 al -a" APN: Zone: Lot Size: S.F. Average Slope: % Technology: (check one): Building Integrated Roof -Mounted Panel ,C Ground -Mounted Panel System size and power: Number of panels: `7- & Total square feet: sq. ft. h - kW (if electric) Are the property lines correctly dimensioned on the plans? (circle one) ne No If Ground -Mounted: Max. height of system, (i.e. distance from top of pane 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 Are the panels proposed on a permitted structure? (circle one) No NIA Panel directional orientation, (check one): West Southwest South Southeast East System visibility from nearby public streets, parks, or trails, (circle one): Not Visible, K� Medium, High If "no" to any of the above, see the Planning Division. COUNTER PLANNER completes the remaining form. 1. Zoning PYes []No a. Does the proposed project meet the setback requirements (or is it an allowed encroachment)? Front setback ft. interior setbacks ft. PN/A ❑Yes ❑No b. If eround-mounted: Does the project comply with setbacks and lot coverage requirements? PYes ❑No c. Are the panels proposed on a permitted structure? [Yes ❑No d. Are the property lines correctly dimensioned on the plans? 2. Design ❑Yes RrNo a. Is there an open/pending project for the property? ❑Yes CNo 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)? Oyes PNo Page 1 of 3 4. Is the proposed project on a site which includes a potentially sensitive visual resource, such as: ❑Yes 1 No a. Hillside property (regardless of slope)? 5. Is the proposed project located in a restricted use area? ❑Yes Is 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. ❑Yes [FNo 7. Applicant proceeds to Building & Safety Counter to continue the review (add approval notes in ,Zoning Clearance file, stamp and initial three (3) sets ofB&Splans and add a review fee.) ❑Yes RANO Building and Safety requirements. Applicant shall complete the remaining form. (Please check the correct answer for each question) L Applicant submitted (3) sets of plans minimum 11"x17", attach all manufacturer's specification sheets, installation instructions, and listings. Yes ❑No 2. All exposed conduits painted to match the roof is noted on the plans. PYes ❑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. Oyes ❑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. 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. [MYes ❑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. 1P Yes []No 7. Applicant 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. OYes ❑No Page 2 of 3 8. Applicant acknowledges installation of the photovoltaic system shall be in compliance based off 2016 California electrical Code Article 690. IpYes ❑No 9. Applicant acknowledges installation of the interconnected electric power production source shall be in compliance based off 2016 California electrical Code Article 705. Fes ❑No 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. Yes ❑No 11. Applicant acknowledges that the photovoltaic system may only be installed on a permitted structure. Yes ❑No 12. Applicant acknowledges that the photovoltaic system meets the "California Solar Permitting Guidebook": http://opr.ca.gov/docs/California_ Solar Permitting Guidebook.pdf Yes ❑No 13. Proposed project meets state lire marshal set -backs for roof mounted photovoltaic system requirements and code section 8908 CAC 2016. JpYes ❑No Signature of Applicant:�--7 _ Date: Print Name: /9'( De?_ oyo� Page 3 of 3 a=;SolarCl x, December 31, 2016 RE: Project/Job # 91713089 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Wang Residence 2080 Peaceful Hills Rd Walnut, CA 91789 Diamond Bar City of Industry - Applicable Codes = 2013 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 - MPIA LOWER: 2x8 @ 16" OC, Roof DL = 18.5 psf, Roof LL — 19.5 psf - MP1A UPPER: 2x8 @ 16" OC, Roof DL = 15.5 psf, Roof LL = 19.5 psf - MP1B LOWER: 2x8 @ 16" OC, Roof DL = 18.5 psf, Roof LL = 19.5 psf - MP1B UPPER: 2x8 @ 16" OC, Roof DL = 18.5 psf, Roof LL = 19.5 psf Per Section 1613.1, W -(PV)/ W -(exist roof) = 5.6%, Increase Seismic Shear Load < 10%, -> [OKI To Whom It. May Concern, Version #64.8 - TBD 12131/2016 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. Digitally signed by Marcus Hecht -Nielsen Date: 2016.12.31 17:16:11 -08'00' u NS Gly t'�ie: %day rel: F ite , C1, 7_ 4: -'a € 3 , iS .. `:a [88p) "'01 CM _ ter: r jiB - 0I1i : Version #64.8 - TBD ,,,,v,,So1arC1*ty, HARdWARE';D�EST N AN k.UCTli�l�'�#�A� YSI5 RESULTS Sum it Ot Landscape Hardwar .,' X -X Spacing F#ardare .;i Lalrid5ca a Mdtlles' StandafF Specifications X -X Cantilever Y -Y Spacing YY Cantilever Configuration, Uplift DCR MP1A LOWER 64" 24" 52" 24" Nat -Staggered 61.0% MPIAUPPER 64" 24" 52" 24" Not -Staggered 61,0% MP113 LOWER 64" 24" 52" 24" Not -Staggered 61.0% MPIB UPPER 64" 24" 52" 24" Not -Staggered 61.0% rapt Port, Hardware X -X Spacing il[IdW7:', PorkrK,MOO :ule5' $tandoff:Specifi00001"... X -X Cantilever Y Y Spacing : Y=Y Cantilever Configuration . Uplift DCR MP1A LOWER 64" 20" 52" 24" Not -Staggered 61.0% MP1A UPPER 64" 20" 52" 24" Not -Staggered 61.0% MPIB LOWER 64" 20" 52" 24" Not -Staggered 61.0% MP1B UPPER 64" 20" 52" 24" Not -Staggered 61.0% Structulre MountSng Plan+i=rliiirig Type Spacing Pitch fuarifcat%is'Resuits Member Evaluation Results MPIA LOWER Vaulted Ceiling 16" O,C. 200 Member Impact Check OK MP1A UPPER Stick Frame 16" O.C. 20° Member Impact Check OK MPIB LOWER Vaulted Ceiling 16" D.C. 201 Member 1m act Check OK MP1113 UPPER Vaulted Ceiling 16" O.C. 20° Member IMDact 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 IEBC. :505!5 C k4 rr a �'ay San k;,-ItE r,, A Q44 i SEISMIC CONSIDERATIO lS . Seismic Design Code 4/n Tncr of DCR of Lateral W( PV)I. ASCE 7-10 II�C Secs 3464' PI m' ,Syste:1Neight8 Total Weight of PV System L�tiit 8840 - Longitude,e -117.8522 .. SRA at Shvi Period: SS 937. SRA at 1s Period S, 0.761 USGS ' 611 Site CaaSS i ..... . . Seismic Desicin Category SDC E USGS Seismic i�he�k fiequired,(Ss � :i Yes . TBG'�.�i,3,� 0.44;i 90641!IU. 7 ATERATIEO OESIiG'M iO6 OCCEPT, ,I 1 CW c Weil iflfProve P1I Syei�r 4/n Tncr of DCR of Lateral W( PV)I. :.., II�C Secs 3464' PI m' ,Syste:1Neight8 Total Weight of PV System sfi.. _:.. 373fbs W(Pvl 1,373 Ibs. a le hoOw, E 016,5 i �r Lbac� 4/n Tncr of DCR of Lateral W( PV)I. ' 5°7A Increase Seismic shear toad II�C Secs 3464' Force Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALlf'SIS'- LOAPIING SUMMAMY AND 14►iEMBER'CHF.CK MP1A L0i'f�VER Roof DeadLoad DL 18.5 psf x 1.06 19.7 psf 19.7 psf P1C kd Lgad Roof Live Load RLL 20.0 psT x 0.98 19.5 psf Lt►eraVu Load 1151.1 . ftital Load Gaverniit LG Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2� 2. pf = 0.7 (Ca) (G) (1G) o- : Ce=0.9. G=1.1. 1�=1.0 �e�rbet,Aw��� ��sl�es>w�t>��ulmm� t�everAit Anal "lis Pre'-�PV omerllt Ili.,;in P et:PV Mb Plfs ttf Gravity Loading Check 1 -1150 -1120 0.97 Pass MPGA LCi'WER .lzdntl Nlelitrlbet<S an s t Rof%i,tie Overhang 2.16 ft Actual W 1,50" 1frofta PM er(�es,.i 3 Actual Number of Spans w/o Overhana 2 Span 2 4,66 ft Nominal Yes Itoofid_MatoriaXr' . ,...:' S anis s..7ile'Raof ars,3 A �n^ f(} 88t...'.s ', Re -Roof No Span 4 SX (in.A3) 13.14 P. ot7d: Sheat>tirig � `- Yds';, S. ah 5 IX m^4 47 83. . . Board Sheathing None Total Rake Span 24.11 ft TL Defl'n Limit 180 V6, PV .'sart .: s5 831t.:;Vk[arod._es Ceilinp Finish 1/2" Gypsum Board PV 1 End 24.11 ft Wood Grade #2 Rafter, Rafter Spacing 16" O.C. PV 2 End Fv (psi) 180 P1f.I.:Start Bot Lat Bracing Full PV 3 End E-min(psi) 580,000 Roof DeadLoad DL 18.5 psf x 1.06 19.7 psf 19.7 psf P1C kd Lgad Roof Live Load RLL 20.0 psT x 0.98 19.5 psf Lt►eraVu Load 1151.1 . ftital Load Gaverniit LG Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2� 2. pf = 0.7 (Ca) (G) (1G) o- : Ce=0.9. G=1.1. 1�=1.0 �e�rbet,Aw��� ��sl�es>w�t>��ulmm� t�everAit Anal "lis Pre'-�PV omerllt Ili.,;in P et:PV Mb Plfs ttf Gravity Loading Check 1 -1150 -1120 0.97 Pass ZEP HARD,W,ARE DESIG N CALCULA`IQNS - MP'1AtOWER WIMP 1001CO'It 01 tk'Il CQ41F , � e i&°. . Pressu"re:Co f€iclk nt Down . " GC Wind Design Code IBC 2012 Wind, Pressure Exposure ASCE 7-10 Kz 0.95 W nt I'esgn Meth6d , , :, Table 30.3-1 Topog F etor Parki l}yfl ally Enclo l lletiiod L" x.00 ; Ultimate Wind Speed V Ult "phie " Wind Directionality Factor 110 mph Kd Fig. 1609A Exposure. Category Section 26.6-1 3.0 psf C Wind'UPlift.at Stand6ft ectto6 26.7".' Roof. St le ., .. -263 lbs; Velocity Pressure Gable Roof qh Fig 364-2A/B/C 5A/Bt Mean"Roof Hei ht' Equation 30.3-1 Standoff bemandicaaacity L?CR .,�aeCtion 26.2 ' l it :" .rLe,§Sure Caput tk'Il CQ41F , � e i&°. . Pressu"re:Co f€iclk nt Down . " GC 45 Fag 30 4A/B/c 5tija. Design Wind Pressure p Wind, Pressure Exposure ure.1d {Illind Press:' Kz 0.95 Table 30.3-1 Topog F etor L" x.00 ; Max"Standoff Tributary Area " I>rctigp .26.8 " .. "phie " Wind Directionality Factor 23 sf '. Kd 0.85 W -PV Section 26.6-1 3.0 psf Wind'UPlift.at Stand6ft Tactual -263 lbs; Velocity Pressure ..at Uplift Capacity of Standoff qh qh - 0.00256 (Kz) (Kzt) (Kd) (VA2) 431 Ibs Equation 30.3-1 Standoff bemandicaaacity L?CR 24.9 psf i'hr! Prt3curr+. Ext, Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/GSA/B . Pressu"re:Co f€iclk nt Down . " GC 45 Fag 30 4A/B/c 5tija. Design Wind Pressure p p = qh (GCp) Equation 30.4-1 ure.1d {Illind Press:' X21:8 Wind Pressure"DO ': ALLOWABLE ;TANDQF SPACINGS. Max Allowable Standoff Spacing Landscape 64 52 Max Allowable Cantilever Landscape, 24" 24! Standoff Configuration Landscape Not -Staggered Max"Standoff Tributary Area " Trib 23 sf '. PV Assembly Dead Load W -PV 3.0 psf Wind'UPlift.at Stand6ft Tactual -263 lbs; ..at Uplift Capacity of Standoff Tallow 431 Ibs Standoff bemandicaaacity L?CR 61.13°1a' Max Allowable Standoff Spacing Portrait 64" 52 Max Allowable Cantilever Portrait 20 24" Standoff Configuration Portrait Not -Staggered MaxStardoffTibwtary"Area irib_i . PV Assembly Dead Load.. W -PV 3.0 psf. Net Wind'; tlpiift a standoff T-adual -263 ,Itis Uplift Capacity of Standoff T -allow 431 lbs. standoff Demand/Cauacity DCR . STRUCTUREiANALYSIS, LOADINGSUf�MARY`ANC�;MEMBERCWECK .M� AUPPED Roof Dead Load DL 15.5 psf x 1,06 16.5 psf 16.5 psf MP1A UPPER',::,Flt7� PV -DL' zon t��`NNetr�p�ns ;? , eft er Pig Roof Live Load RLL 20.0 psf Overhang Actual W 1.50" Ob s�teln.l�i Cker. ` .. S an 1. 13 75 fk AciMb 75" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Rcoih 'ij+lCial;i, S : hlsh Tile'RooF S arA 3 Ain^2 l 88 . Re -Roof No Span 4 Sx (in.^3) 13.14 PF ood:'S +�athin ;'. "Yes S a' si 7x 4 .63 .. Board Sheathing None Total Rake S an12.50 ft TL Defl'n Limit 120 Vilied +ilt► .:i' hIo `: iV `'Start Woad'SpeC1eS, F, Ceiling Finish 1/2" Gypsum Board PV 1 End 9.50 ft Wood Grade #2 Rai t Nd 200' PV 2::Stari 7. Rafter Spacing 16" O.C. PV 2 End Fv (psi) ISO 1,6310,00Q Bot Lat Bracing At Su orts PV 3 End E-min(psi) 580,000 Roof Dead Load DL 15.5 psf x 1,06 16.5 psf 16.5 psf PV1D6ad:t ad PV -DL' 12,0' sf, 1.06 Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live9t 1oi► Load `,� . LL SL.'z . r "`atal:Ladad. 6avernin LG TLG.S, 'sf 29:3 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-23 2. pf = 0,7 (Cj (C) (Ij pQ; Ce=0.9, Ct=1.1, IG=I.D 0�9 1.00 M6 elilli74��.%�R IS :e$��,,llii1111 I r%iri .Arta is.. P 1X Moment IM} :en .. Past+ Mohliiint Neat,m '�Ct Tt ult . Gravity Loading Check 756 1 596 0J) Pass ZEP HARDWARE DESIGN CALCUL.AMNS MP1A,UPPER; Wind Desiq n Code IBC 2012 ASCE 7-10 0 � .". - .. .."". .." Fig. 30,4-2AJB/C �Affl: Wind DOMgn Metft ad Kz Partially/F II'�r,E -1 0 e d Mz hid ,1609A Ultimate Wind Speed V-Ult 110 mph Fig. Exposure "tategor i Section 26 <:... .. :' .", e.. ... Roof Style Gable Roof Fig.,30 4, 2A/B/c 5A/B Mean IZQQf Flel ht -s h. jh WeMU, r6- "Cadc' lMU E Ax..A? 55[lre.CO�`fflCiG'flt-. C]O.WfI .-.(%%4YVfl� 0 � .". - .. .."". .." Fig. 30,4-2AJB/C �Affl: Wind Pressure Fxposure Kz 0.95 -21 8,ps# Table 30,3-1 T poOra'0. tc Factor K � " . ', .. . .. Section 26 Wind Directionality Factor Kd 0.85 Section 26.6-1 tri ortance Factor.: 1 Nr4 Velocity Pressure qh qh O.00256 (Kz) (Kzt) (Kd)"(V^2) Equation 30.3-1 24.9 psf Ext. Pressure Coefficient (UP)GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B E Ax..A? 55[lre.CO�`fflCiG'flt-. C]O.WfI .-.(%%4YVfl� 0 � .". - .. .."". .." Fig. 30,4-2AJB/C �Affl: Design Wind Pressure p p = qh (GCp) Equation 30.4-1 �rssare U. -21 8,ps# Wind Pressu4'.Down 6.D psf; ALLOWABLE STANDOFF SPACINGS STRUCTURE ANALYSIS LOA©INIS SUM AM ANO,MEMBER CHECK,- WiS LOWER Roof Dead Load DL 18.5 psf x 1.06 19.7 psf 19.7 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 sf LieSndw Lod..r k.L SLS' ata1 Lot,Gti4016lia : LC ':19.1; of 32:5 sf . Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (G) (IS) p,, ; Cp=0.9, G=1.1, I,=1A S4uin�I `"tal .curb , C 1.2.A=1S... Gaiv rni ". rra ':s➢ .... `Pre=PSV l+A iir�00tE t Ini".aGt Res ltt .: Gravity Loading Check -624 -607 0.97 Pass Law R 0,�Os06nibeswr .. er P erlti Overhang 2,16 ft Actual W 1.50" ik+in PrQ `;ernes.UOU Number of Spans who Overhan2j 2 Span 2 4.68 ft Nominal Yes it rt15h 'i ile:'Co�f Re -Roof No San 4 Sx On. -3) 13.14 Pljr,ivoti�lSheai din Yes. ": an Board Sheathing None Total Rake Span 20.07 ft TL Defl'n Limit 180 Vaulted CeilingYes : ; ;,V Start 15.83 ft Ceiling Finish 1/2" Gypsum Board PV 1 End 31,42 ft Wood Grade #2 Rafter S acin 16" O.C. PV 2 End Fv (psi) 180 RV :Mari:.:' sr 1 6(1G3,,ta(I� Bot Lat Bracing Full PV 3 End E-min(psi) 580,000 Roof Dead Load DL 18.5 psf x 1.06 19.7 psf 19.7 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 sf LieSndw Lod..r k.L SLS' ata1 Lot,Gti4016lia : LC ':19.1; of 32:5 sf . Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (G) (IS) p,, ; Cp=0.9, G=1.1, I,=1A S4uin�I `"tal .curb , C 1.2.A=1S... Gaiv rni ". rra ':s➢ .... `Pre=PSV l+A iir�00tE t Ini".aGt Res ltt .: Gravity Loading Check -624 -607 0.97 Pass ZEP HAR©WARE'DESIG'N CALCUWIONS -M 1810 ER IK�C�6UC�(J14'CICIE'iiS;`i, Fig. 30.4-2A/B/C-5A/B Ekt Pressure Coefficient ([)own j5CPjbovan ;' 0.45:: Wind Design Code Wind Pressure Exposure 113C 2012 ASCE 7-10 0.95 11Vtind"Pre`ssure `Down 1i6.0'psfF7 i+Vind design Tpc�graptiic.Factor Landscape Partially/Fully EnClciswl Method 1 00 Ultimate Wind Speed Wind Directionality Factor V-Ult 1.10 mph " 0.85 Fig. 1609A Exposure x.ateg;3ry" ,:." 1(7! ortance Factor; 3.0 psf ,. C ....: '. ,"Section �� 7 Roof Style Velocity Pressure Gable Roof qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Fig 30.4-2A/B/C 5A/B ,.. Mean: f�oof Hei ht' b �' ;. 25 ft "..� .. 24.9 psf .."section 26.E IK�C�6UC�(J14'CICIE'iiS;`i, Fig. 30.4-2A/B/C-5A/B Ekt Pressure Coefficient ([)own j5CPjbovan ;' 0.45:: jX4. AfsJC � 1 Wind Pressure Exposure Equation 30.4-1 KZ 0.95 11Vtind"Pre`ssure `Down 1i6.0'psfF7 Table 30.3-1 Tpc�graptiic.Factor Landscape 1 00 lection 26 8 '..' Wind Directionality Factor Kd 0.85 PV Assembly Dead Load Section 26.6-111. 1(7! ortance Factor; 3.0 psf T actual Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 4;gMAff,. anrif(an�rity DCR 24.9 psf 6L0% vuina orarwraa7771 Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ekt Pressure Coefficient ([)own j5CPjbovan ;' 0.45:: jX4. AfsJC � 1 Design Wind Pressure p p = qh (GCp) Equation 30.4-1 1Hind.PressureU` Yips Pert 11Vtind"Pre`ssure `Down 1i6.0'psfF7 24' ... ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Landscape 64 52" Max AIIQv+tatale Cantilever Landsda,"pe" ZD° 24' ... Standoff Configuration Landscape Not -Staggered Max Standoff'Ttioutary Area Trio':; : 23 sf PV Assembly Dead Load W -PV 3.0 psf Net WindlUplift"af Standoff T actual -263`lbs Uplift Capacity of Standoff T -allow 431 lbs 4;gMAff,. anrif(an�rity DCR 6L0% Max Allowable Standoff Spacing Portrait 64" " 52 MaxAIowable Cantileyer .... Portrait ZD° 24' ... Standoff Configuration Portrait Not -Staggered tari Max sdoff Tributary Aria Tri b 23 sf. PV Assembly Dead Load W -PV 3 D psf NetWIn1;UpGft ah:Standoff, T -actual =263 lbs Uplift Capacity of Standoff T -allow 431 lbs ,i�nrinPrl9AMan&C'nmirl v " DCR 61:,Q%::: . STRUCTURE ANALYSIS - L. QA ING,ISUMMARY 1A.N OMEMBER CH C =1 P:1 UPPER ": k _Ft(e�r:w5 jm J. 18.5 psf x 1.06 19.7 psf 19.7 psf MPIB UPPER RFter PndperEies Roof Live Load RLL Overhang Actual W 1.50" 7.25' Number of Spans (w/o Overhang) 1 Span 2 Nominal Yes Roofin 1Material` ;' S aiih.T:ile Roaf `" " S ;`t.3 Re -Roof No Span 4 Sx (in -A3) 13.14 PI` ood' heathin des, ". eek .X. in^a 47 Board Sheathing None Total Rake Span 12.50 ft TL Defl'n Limit 180 1/aulted Ce�hn PIS ] :SCh ... .0 .07 ft; eies� Cellina finish 1/2" Gypsum Board PV 1 End 9.50 ft Wood Grade #2 Rafter Slgpe 21' ': PV Rafter Spacing 16" O.C. PV 2 End Fv (psi) 180 Tq : # Orklhg ,' " I' �`:. u . I�� 3'Sitari "Polk1; ilb,if Bot Lat Bracing Full PV 3 End E -min si 580,000 Roof Dead Load DL 18.5 psf x 1.06 19.7 psf 19.7 psf PV DOW. Load ` Roof Live Load RLL 20.0 psf x 0.98 19.5 psf throSnow Total LoadGovernln LC TL 19 7. , Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-21 Z, pf = 0,7 (Cp) (G) (L) p� ; C,=0.9, G=1.1, I, -I.0 „ Gterr�in'"'`,An�';sis I Mdien Post ;+Y"!flQllint Gravity Loadin Check 823 663 0.80 Pass ZEP HARDWARE DESIGN. CALCULATIONS - MPIB UPPER'' 12oofin Maker l" ': KZ 0.9s.., Spani5hJ1 s Rflbt Table 30.3-1 Roof Slope K 1 00 20° Section 26,15 . Rafter 5 acm Ke"".. 0.85 16". 0 ' Section 26.6-i Framing Type Direction I ", ; NA Y Y Rafters P!1 Systen`Type qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) SalarCity'$1eekMountf" Eq cation 30.3-1 Zep System Type .. T -actual 24.9 psf ZS Span Standoff Attachment Hardware T -allow " i h . Tile Reveal QGFt'"" 13 Tile Ana ment"System 1!t Span Wind Design Code IBC 2012 ASCE 7-10 Wind ESes gn Method Partially/Iwully Enclosed Method" Ultimate Wind Speed V Ult 110 mph Fig.. 1609A Exposure ;category C . Section "26,' ;-.>; Roof Style Gable Roof Fig. 30.4-2A/B/C-5A/B Mean foaf Hei" ht h 25 ft Section 2fi.2.' Wind Pressure Exposure KZ 0.9s.., 0.45. Fig. 30.4 zAIBlc:s j Table 30.3-1 hic FacEnr T►pocrp,:. K 1 00 VNind .Ptiwdre Down Section 26,15 . Wind Directionality Factor Ke"".. 0.85 Not -Staggered Section 26.6-i IM o ance Factor I ", ; NA 23 sf Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 3.0 psf Eq cation 30.3-1 Net WindUplift at Standoff. " T -actual 24.9 psf -263 "itis Win priicc urp Ext. Pressure Coefficient U GC (Up) -0.88 Fig. 30.4-2A/B/C-5A/" Ext. Pr Coefficient t i>Wn GC " Dow 0.45. Fig. 30.4 zAIBlc:s j Design Wind Pressure p p — qh (GCp) Equation 30.4-1 ind'Piressure U p „ x` 1.8; psf VNind .Ptiwdre Down 16.0 psf ALLOWABLE STANDOFF SPACING Max Allowable Standoff Spacing Landscape 64" 52" Niax Allowable Caiitiiever i Landscape " 24" Standoff Configuration Landscape Not -Staggered Ma Standoff Tributary. Area Thb,'. 23 sf PV Assembly Dead Load W -PV 3.0 psf Net WindUplift at Standoff. " T -actual -263 "itis Uplift Capacity of Standoff T -allow 431 lbs _ ;;'mnff'17Pmanrl/CAnari v QGFt'"" 61.00/6