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Home My WebLink AboutPR17-8856ItL'►IM BAR' CITY OF DIAMOND BAR 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.cityotdiamondbar.com building@diamondbarea.gov JOB SITE ADDRESS q 13 ,;— APN / j g lLOT�—TRACT OWNER ADDRESS CITY ZIPS TEL. APPLICANT TFL, �e :j�Y-,5W q CONTRACTOR S dim A ADDRESS r ��0� 61 CITY ZIP QkTEL. ARCH/ENG! DESIGNER ADDRESS CITY 71P TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury chat I am exempt from the Contractor's State License Law for the mason(s) indicated below by the checkmark(s}, I have placed next to the applicable items) (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 Dr she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any appllcantfor a permit subjects the applicantto a civil penalty of not more tan five hundred dollars ($500). U I, as owner of the property, or my employees with wages as their sole compensation, will do (J 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' cr personal effort, builds or improves the property, provided that the improvements are net intended or offered for sale If however, the building or improvement is sold within one year of completion, the Owner -Builder wil€ have the burden of proving that It was not built or improved for the purpose of sale.). (} T, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who bullds or I mprovesthereon, and who contracts forthe projects with a licensed Contractor pursuanttDthe Contractors' State License Law.). U I am exempt from licensure under the Contractor's State License law for the following reason{s}: Date: 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 permit,) cannot legally sell a structure that I have built as an owner-bullder 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 slta: hliplwwvu.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 license is in fall force and effect LICENSE CLASS f e LIC, I Sr-�'e-'f EXP. DATE:/ i IS: 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 Self -Insure far 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 have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the workfor which this permit is issued. My Worker's Compensation Insurance Carrier and Policy Number are: CARRIER Gl%—i POLICY NUMBER '- t [THIS SECTION NEED NOT BE COMPLETED IFTHE PERMIT 15 FOO ONE HUNDRED DOLLARS $100 OR LESS), I certify that in the performance of the workfor which this permit is issued, I shall not employ any person in any manne(so aslo 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: Fallure 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 ($100,000), in atoll to the cost of to compensation, damages as provided for in section 3708 of the labor code, interest, and attorney's fees. CONSTRUCTION LEADING AGENCY I hereby affirm under penalty of perjury that there Is a Construction Lending Agency for the performance of the work for which this permit is issued (6oe.3097, Civ. C.). LENDER'S NAME LENDER'S ADDRESS: f certify that I have read this application and state that the above information is correct: I agree 10 comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentloned _prooperty for Inspection purposes, kertZ>c--4,,� PERMITTEE NAME (PRIN • SIGNATURE OF PERM17FF DATE APPLICATION DATE: 72 • 1 r PIC# (-7 ISSUE DATE: PERM €T# : TYPE CONST. OCC Scope of Work J2-®La� L i.�a.c s 1114 a4 # DWEL. UNITS # STORIES ,GROUP: V`� �e �T # BEDROOMS DESCRIPTION SO. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ADD/REM Garaga/Carport LOU Patio/Deck LU u- Pool/Spa ZRe -Roof j Commercial Z) m Valuation: Adj. Area: QUANTITY DESCRIPTION FEE J V H U W Ed ca z in J d J V Z d r U g CONSTRUCTION: PLAN REVIEW: vg 22-46 ELECTRIC: 3 PLUMBING: — MECHANICAL: INSPECTION FEE: ISSUANCE: - SMIP: % ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE -ALT FEE: RASP: PLOT PLAN: ZONING CLEARANCE: Q` TOTAL FEES {$� COMMENTS: 3 PIC: 519 PAID BY: 6&J VALIDATION: VV RECEIPT# -"J _ PAID BY-- " L VALIDATION: WHITE — Department Copy, YELLOW — Finance Copy, PINK —Assessor Copy CITY OF DIARWND BAR INSPECTION RECORD SUf BACK/ LMER TRACT ANI) I_LDGER SWITCH GEAR COMMS W IAL HOOD FOOT INGS FORMS SLAB UU. PLUMBING T -BAR UG. ELECTRICAL INTER(.LPtER HOT MOP/SHOWFRPAN YJ) [I(;A;F8SPOOL HERS REPORT RECEIVED 1)(M01 ITION LROOFDRAINS ROUGI I CONDUIT POOL/SPA HOUGH PLUMBING ELECTRICAL' HOUGH MECHANICAL UFFR GROUND SEWER LATERAL MAIN WATER LINE: SEWER CLEANCUT ROOF SHEATHING FLOOR SHEATHING SHEAR WALLS EXTERIOR SHEAR WALLS IN FEWOR FRAMINGNENTINCROUGH ROUGH MECHANICAL. ROUGH ELECTRICAL W( ) C O ROUGH PLUMBING INSULATION VVAI I. INSULATION GFII ING DRYWALL LATH (PRE) LATH FX7FRIOII LATH INTERIOR GAS TFSL SCRAPCH COAT EFC FRI0 METER RELLASE (IAS METER RELEASE v GAS FEST PRF GUNITE POOL PRE DECK BONDING - P. -TRAP FFNCF. / GATE/ ALARM FINAL POOL WALLS: WALL FOOTING/STFEL WALL. STEEL IST( ) 2`( ) LIFT WALL BOND BEAM WALL DRAIN/ SEAL. WALL FINAL SNLGIAL INSPECTION 90. FRAMING PLANNING APPROVAL FINAL BUILDING FINAL MECHANICAL FINAL ELECTRICAL FINAL PLUMBING ROUGH FIRE APPROVAL FINAL FIRE DEPAR IUIENT FINAL I'LANNIINIG FINAL ENGINEERING! PW T.C. of OCCUPANCY FINAL COMMUNITY SERVICES CERT. of OCCUPANCY FINAL HEALTH DEPT, FINAL INDUSTRIAL WASTE COMM NT& C177 OF DLIMOND .BAR BUILDING c& SAFETYDIIVISION .2.1810 Copley Drive Diamond Bar, CA 91765 (909) 839-7020 In order to help assure the life and safety within existing dwellings, the 2013 California Residential Code (CRC) Section R394 and R316, along with the California Building Code Section 420.5 and 426.6 requires existing dwellings to have smoke alarms and carbon monoxide alarms installed within the upper IT of the ceiling when a building permit is issued for, worked on, or in a building that is valued at $9,000 or more. Alarms may be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl space. Starting July 1, 2014 all smoke alarms including combination smoke alarms, that are solely battery powered shall contain a non -replaceable, non -removable battery that is capable of powering the smoke alarm for at least 90 years. CARBON MONOXIDE ALARMS 'REQUIRED IN EXISTING DWELLINGS; • Where a permit is required for alterations, repairs or additions exceeding $9,600. • Existing dwellings or sleeping units that have attached garages or fuel burning appliances. Carbon monoxide alarms shall be installed: • Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom($). • On every level of a dwelling unit including basements. REQUIRED IN NEIN DWELLINGS: Carbon monoxide alarms shall be installed: • Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms(s). • On every level of a dwelling unit including basements. Alarms shall receive their primary power from the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. Battery backup is required. NOTE: Multiple purpose alarms: • Listed and labeled combination carbon monoxide /smoke alarms are acceptable in new and existing dwellings. Carbon Monoxide Alarms is a requirement that is in addition to required Smoke Alarms. The alarms are required to be installed in the following locations,- Smoke ocations; Smoke alarms in all sleeping rooms. d� CO alarms in all sleeping rooms where fuel burning appliances are installed. +:• Smoke alarm and CO alarm in hallways preceding sleeping rooms. Smoke alarm and CO alarms on each dwelling level including basements and habitable attic rooms. The smoke and CO alarms are required to comply with the above when requesting a final inspection. Please make sure an adult is present to allow the Inspector access to the home to verify compliance with the above requirements. If no one will be available, you may opt to complete the Installation Certification below and leave it with the job card. (Please fill out and tear off this poWan to leave with the ,job card ff no one will be available to allow the inspector inside the house.) INSTALLATION CERTIFICATION For the property located at , 1 hereby certify that the required smoke alarms and carbon monoxide alarms have been installed as listed above. Signature Print Name De Relationship to project (please check one): ❑ Owner a Agent for Owner ❑ Licensed Contractor ❑ Agent for Licensed Contractor If "Licensed Contractor" or "Agent for Licensed Contractor" is checked, please complete the following: Conti for Contractor's S ate License Number i r t i I-0ty, S lag I May 30, 2017 RE: CERTIFICATION LETTER Project/Job # 91714066 Project Address: AHJ SC Office Design Criteria: Villarreal Residence 24135 Palomino 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 - MPI: 2x6 @ 24" OC, Roof DL = 10.5 psf, Roof LL = 20 psf - MP2: 2x6 @ 24" OC, Roof DL = 10.5 psf, Roof LL = 20 psf Version #67.5 - TBD 05!30/2017 Q�dFESSI0N P. VIS 9C G �C) v C 80828 = M o~ EXP. 331/19 -�D Tf OF Per Section 1613.1, W -(PV)/ W -(exist roof) = 5.6%, 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. Digitally signed by Heinrich Villanueva II Date: 2017.05.30 21:50:44 -07'00' -0155 C', le t-;t_.v'„ San s1Fty ::r.', �1_ �r)'? „c'„*0) 63 . -10 C {E�t°) uu7� - vl i'i � �.r ri [' ��_ -1p2;- -,«_„ 4-. —Yr Version #67.5 - TBD i C I y , HARQVIIA E';QE9IGN ANQ STRUCTl1RAL Ni �Y UESULT$ WMMAIKY TABLES Landscape Hars Ware = Landsca a �++l dines` S IIrtd9 Specifications Nardvvare , . X -X Spacing X -X Cantilever Y -Y Spacing Y-Y.Cantilever Configuration , Uplift DCR MPI 72" 24" 39" NA Not -Staggered 40.4% MP2 72" 24" 39" NA Not -Staggered 40.4% Portrait HardWarel- Portrait Modules' Standoffpecilwcat�ans ;' Hardvfrare X -X Spacing X -X Cantilever. Y -Y Spacing Y -Y Cantilever Configuration : `Upllfi: DCR MPI 48" 20" 64" NA Not -Staggered 44.2% MP2 48" 20" 64" NA Not -Staggered 44.20/0 Mlourlting Pianie Framing ualiffcaien Results. . Structure Type . Spacing Pitch Member Evaluation Results MP1 Stick Frame 24" O.C. 160 Member Impact Check OK MP2 Stick Frame 24" O.C. 160 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 IEBC. SEISMIC.....CONSIDERATIONS Seismic Design Code % Increase of DCR of lateral Force Resistin S stem . Area Dead Lttd ASCE 7-10 PV System'Weight Total Weight of PV System 'W(PV) S 6 sf Wad loa d . 2,028 lbs 34;0270: 1,875 sf 8.0 sf 1 Longitude",, 1,8754 -117.7989 Interior Walls (Top Half) 5R at Short Period 5s. Exterior Wa115 To :Half 2,I03 " 593 sf t155S SRA at is Period Sl 0.785 USGS 5n1k Site Cuss D EPIC 1613 5 a'` Seismic Design. Category SDC E USGS Seismic,Check > Required (Ss " YesI8C1613.1 .Aj.TERATION LAT RAL'.DES'XGN 10, EXC PTI0: CHECK.'; we�gl�t Proposrrd PV 5�►stem % Increase of DCR of lateral Force Resistin S stem . Area Dead Lttd 1875 sf PV System'Weight Total Weight of PV System 'W(PV) S 6 sf Wad loa d . 2,028 lbs Sum Area of MPs with PV % Increase of DCR of lateral Force Resistin S stem . {Pull . .. 1875 sf Portaon ofJt6af liliei ht Area " " Wad loa d . Roof 1,875 sf 8.0 sf 1 Ceiling: , 1,8754 6.0" sf ` 1 Interior Walls (Top Half) 693 sf 5.0 psf Exterior Wa115 To :Half 593 sf 8.5 psf " Net Wei4ht of Roof Under PV WrPr;, 31 ht lbs lbs lbs lbs ...... ..... .. lbs Checte Q!e 1"cteas offtof Weight ] $Oloro Ic Shear l oad % Increase of DCR of lateral Force Resistin S stem . {Pull . .. 5.7% Increase Seismic Shear Load ¢ 100/b.:->[OKI.:IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight. STRUMRE;ANALYSIS'- LOADING SUMMAR,YANDMEMBERClMECK.- MP .71 �l Overhang 2.32 ft Actual W Itobf 5rd. P Ko ert[e S ars _ . . 1;1.7, 0 ft;:. ii Actuaa[ D Number of Spans who Overhang) 2 Span 2 9.04 ft Nominal Yes ioofih ara>. CAm"anf Span 3 A. in^a , 8)25 Re -Roof No San 4 Sx (in." 3) 7.56 PI,!$l ' woodea i�in Yes ":- San 5 Ix in" '4 20.80 Board Sheathing Skip-Sheathin Total Rake Span 23,99 ft TL Deff'n Limit 120 Vault. GMri . PV I:Start . . _ 3.92 ft j Wood Specie" " `. ;. .. DF Ceiling Finish 1/2" Gypsum Board PV 1 End 19.83 ft Wood Grade #2 Raftet-5lt ;. 16. PV Z";Start " f'b (p5i� 9U0. Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bxacing ; Fuil "..:. PV 3 Start .:::. .. .: E ( si i'&U:0 000 Bot Lat BracingAt Su orts PV 3 End E -min si 580 004 Roof Dead Load DL 10.5 psf x 1.04 10.9 psf 10.9 psf PV Dead L�rad PV bl:9.0 psf x:,'1.04.::: 3. :psf Roof Live Load RLL 20.0 psf x 1,00 20.0 psf uvosnow. E+o, 0,:: LL SLi' Total I-oad {Governing LC) TL 30.9. °Sf 20.3 Od Notes: 1. Ds = Cs*pf: Cs -roof, Cs -pv per ASCE 7 iFiqure 7-21 2• pf = 0.7 (Cp) (Cr) (Is) pa; Ce=0.9, Q=1.1, I5=1,0 ,Irtbainal sigesul, Ut»im Antal„'sib. ', � Apra #-VLoad;; ![est PV Nt ern` :act feut Gravity Loading Check 1 30.9 1 20.3 1 -3404b Pass ZEP HARDWARE DESIGN CALCULATIONS M@i Design Code IBC 2015 ASCE 7-10 0 45 ng. 30:42A/B/c 5a#s. Wind Design "method T€porapl�c'Falctor Partially/Eu[!y Enclosed. Method ''-21.8 psf .. Ultimate Wind Speed V-Ult 170 mph Fig. 1609A Exposure;Category C .. Section X6.7.. ' Roof Style_.. NA:: Gable Roof Fig 30.4-2A/B/C-sA/B _ Mean Roof He' ht : h 5 ft. " SeCEiiin X6.2 '; Wind Pressure Exposure KZ0 95 0 45 ng. 30:42A/B/c 5a#s. Table 303-1 T€porapl�c'Falctor K ''-21.8 psf .. Wind Pressure bown16:0 Wind Directionality Factor Kd .. .. .... .: .. . . 0.85 Section 26.6-1 Im ortance Fa c I NA:: Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 24.9 psf Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext, Pressureefftcierit' Down GC (Down) 0 45 ng. 30:42A/B/c 5a#s. Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind. Pressure:Up ''-21.8 psf .. Wind Pressure bown16:0 psf . ALLOWABLE STANDOFF SPACINGS STRUCTURE: ANALYSIS" LOADING ;SUMMARY SND MEM M W CHECK M PZ, " . Roof Dead Load DL 10.5 psf x 1.04 10.9 psf 10,9 psf PU Dead Load . 1c " 1(14 9A. psf .. Roof Live Load RLL 20.0 psf x 1.00 20,0 psf LL SL ':iJj Totali Load: Governin "LG �`k 30.9; _sf 20:3" sf: Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Cj (Cj (Ij pg; Ce=0,9, Ct=1.1, 1s=I.0 Member Ahiml sis:Retuii Sur MP irrta :INeh�b"eCspans IFfCel:Pp .. Overhang 2.32 ft Actual W 1,50" <. .. d atom PrQ :dr�aes .. ...� .. $" a�► � . ., ?, 1153 fk `- Actu�f;�; `€.... . S'S0"` . Number of Spans w/o OverhM942 Span 2 9.05 ft Nominal Yes Roofing.'.Nlateriai ':.. t6mp K60f on.: Re -Roof No San 4 Sx (in.,, 3) 7.56 Plywood `Sheair� Yes . '', aim!' Board Sheathing Skip -Sheathing Total Rake Span 23.82 ft TL Defl'n Limit 120 1laulted-lreiliri No ' ` PV 1'rt° . ;92 ft Woad "Spwcies l Ceiling Finish 1/2" Gypsum Board PV 1 End 19.92 ft Wood Grade #2 rafter Slope 16° " PV 2 Fb (Iasi) 90 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Lati;racm "": Full . E si 1,6Qtk,Opi? Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000 Roof Dead Load DL 10.5 psf x 1.04 10.9 psf 10,9 psf PU Dead Load . 1c " 1(14 9A. psf .. Roof Live Load RLL 20.0 psf x 1.00 20,0 psf LL SL ':iJj Totali Load: Governin "LG �`k 30.9; _sf 20:3" sf: Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Cj (Cj (Ij pg; Ce=0,9, Ct=1.1, 1s=I.0 Member Ahiml sis:Retuii Sur overni" ,lrlai sfs Pre PV'," Load s P Ptl;.`,.. Net Im' ac#.. hese Gravity Loading Check 30.9 1 1 20.3 1 -34% 1 Pass ZEP'HARDWARE DESIGN CALCULATIONS - MP2 ftQ4n :Material -0.88 Fig. 30.4-2A/B/C-5A/B IBC 201.5 . Comp Roof. Kz Roof Slope 'V�1nd Design Method - Table 30.3-1 16� Partially/Fully Enclosed Method Iafter Spacing Ultimate Wind Speed „ 24' i3,. ~' V-Ult Framing Type /,Direction Fig. 1609A Y -Y Rafters I '' PI/ System Type C.:. . , SalarCity 5lei(Mount7N Roof Style... .. Zep System Type Gable Roof ZS Comp Fig. 30..4-ZAjB/C-5A/B Standoff Attachment Hardware h Corrie Niount SRV Spanning Vents No Design Code -0.88 Fig. 30.4-2A/B/C-5A/B IBC 201.5 . ASCE 7-10 _.. Kz 0.95 'V�1nd Design Method - Table 30.3-1 Topographic Factor Partially/Fully Enclosed Method 1.00 Ultimate Wind Speed „ . V-Ult 110 mph Fig. 1609A Exposure Category I '' NA C.:. . , Section 26 7..'.. Roof Style... .. qh _ 0.00256 (Kz) (Kzt) (Kd) (V^2) Gable Roof Fig. 30..4-ZAjB/C-5A/B Dean Roof:Height h 2S fi Section 26.2.'' ;- WI d' !'X6511ire""Csliid flationC 6ffidelh S . -0.88 Fig. 30.4-2A/B/C-5A/B Ext..Presswe Coefficient': Down GC (Dourn) Wind Pressure Exposure Kz 0.95 Wind Pressure U u Table 30.3-1 Topographic Factor KzE': 1.00 Section 26:8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Iiinoortarim Factor I '' NA Velocity Pressure qh qh _ 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 24.9 psf Ext. Pressure Coefficient U Glp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext..Presswe Coefficient': Down GC (Dourn) Fig, 30.4 2A�BIC 54/B Desi n Wind Pressurep = qh (GCp) Equation. 30.4-1 Wind Pressure U u -21.8'.psf Wind Pressure Down sf ALLOWABLE STANDOFF SPACINGS