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10180813_2118 W. 12TH - Plan (2)
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.App.Worksheet PROJECT ADDRESS:ill3 0 Uth st , 504 Ae , 01 SUITE:SAPIN #lot Bot' a OSE OF BUILDING:RESIDENTIAL/COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK: NEW AD[l/ALTERIT. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION 1ST FL..SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS:SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT: SF ALTERIT.I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : Photo I/01+01! 229;At;•1 Syste'M BUILDING OWNER'S NAME:PHONE NO: Ruben Chagg 714 - ADDRESS:CITY'STATE:2.I UP W /2*h gt , Sa,#2 /|MA-30,141 Alot (11 541 - OVISI ZIP: 9 290 3 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: Truf Power S olow 4 2034/ 0 6 96) (6, 0 46)91% -696-£289 ADDRESS-CITY:STATE*ZIP48 W lambert Ret 844 £4 94£21 WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LlC. #: ARCHITECT/ENGINEER:STATE LlC NS PHONE NO: Rut tbu£*- Mal C g C ¥F) *fir? I 7 14.-676- tiff ADDRESS'CITY'STATE:ZIP4*l 10 , /»tkert bl Suite )4 b-ed CA q )1 4 CONTACT NAME:J«•l Li K PHONE NO:313-6.3 -71¥4 E-MAIL ADDRESS:J LIU (i) trw-fb *irjolar. copn OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT # -$LAn P/C FEE PD $ TYPE OF CONSTR:VALUATION: $42 4 DOE)SUBMITTAL DATE: 37 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK& DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage Awnings E] Canopy E Card readers El Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector El Elevator shaft U Exterior doors or windows U Equipment pads 01 Interior demo U Kitchen equipment El partition walls U Rated corridors U Rated shafts E] Roof mounted equipment U Security bars El Screening for equipment U Skylights m Stairs U StorefronUfacade improvements El Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRFRR· TRACKING #:LD / POK-/3 06)/S-3462ATE:3-9:I# FOR PI ANCHECK STATUS CAI I (714) 647-5800 PLEASE INITIAL FACH ITEM BELOW J L 1.I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. 281 3 I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. 4-L4.I understand that I shall submit separate plans, applications and plancheck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets JU 5.I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. I understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFFn TO RY APPLICANT OR AGENT Applicant's Signature .Lit 6 4 - Print Name Jant Liul .Addresq *M W LA m Lat /20(, Sa He 11 1, grea, Cl Telephone Number 8 1.3 - 60 6 -2 696 Fax 414 -676-8&81 FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1.15Planning Department 2€0-Public Works Agency 3.4- Fire Departmemt 4.1 Police Department 5.1 School District 6.1 Health Department 7A*Title 24 (Energy ) 8,(UR-itle 24 (Disabled Access) 9.-v-Roof Mounted Equip. 10.-k-List of Subcontr. 11.-PIBIdg. Pmt. Info. 12.-Fbummary of Appr. Reg. 13.XFY Information 14.Ktonstr. Act. Reg. 152* Res. Dev. Fees 16.06MIP 17,6*Microfilming 18!5Const. Debris Recyc. 1 QU¥FCWP Surcharge 20Nk-[OA/Owner-Builder Ver. PERMIT TECHNICIAN l-<42 1 a .4#* Form 58: 3-26-04 FEE CHECKLIST WORKSHEET Received by:Eli-SAPIN #:101 80 3- / 3 FEE TYPE REQUIRED Yes Plan Check Fee m Disability Fee El SMIP Fee m Res. Dev. Fee m Fire Facility Fee U School Disk Fee m Microfilm m FCWP Surcharge ¤ CALCULATION AREA COST/SQ FT X TOTAL SQ FT = VALUATION i c»st- Counter computations/valuation $29(000 Plan checker computation/final valuation$ F05 1-10-03 CITYOF SANTA ANA Planning and Building Agency Planning Division 20 Civic Center Plaza PLA\Al\G P.O. Box 1988 (M-20) & BVILDI\G Santa Ana, CA 92702 \G[\0; (714) 647-5804 www.santa-ana.org Sapin Dev Rev Application Data Sheet Master I.D.: 2014-113085 Application Number: RES-2014-500-ALT Froject Address: 2118 W Twelfth St Application Date: 03/07/2014 Planner/Project Manager: Orozco, Ivan Determination:Approved Application Description:New solar panels for SFR Dev Rev Project Conditions: replace any damage to roof caused by the installation of the panels, before the final is signed off. Page 1 of 1 Pool 1201 N. Tustin Avenue 4tlztl:E engineering Anaheim, CA 92807 - incy Fax:(714) 630-6114 - Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT Ron Lacher, R.C.E.14-0360 ARCHITECTL ACCEPTED R FOR SOLAR PANEL ADDITION 1 SEPARATE PERM 1 ELECTRICAL, PLUMB This set of plans and spe, at all times and it is ut iterations on same wit City of Santa Ana. AT f he acceptance of this pli be held to permit nor be & provisions of ANY City On p 6999$90 BY ' -THE CHAVEZ RESIDENCE CITY O 21 18 W 1 2th St Santa Ana, CA,92703-1928 1 Date issued. FOR SUNBEES GROUPS DBA TRUE POWER SOLAR 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 /1,/C 676#Mt <1@11 \1 DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 1 of 13 ©Pool Engineering, Inc. 2014 3/3/2014 4:16 PM Page 2 of 13 \\peanasv2\pool\Ptojects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 l. I.I.I. p°°'UJ-LLL_ engineering POOL ENGINEERING INC.By: DEBBIEM Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 Job# 14-0360 TABLE OF CONTENTS: GeneraINotes 5 Project Data 7 Gravity Loads- 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 3 of 13 ©Pool Engineering, Inc. 2014 0 3/3/2014 4:16 PM Page 4 of 13 \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 lili Pool UlLULL engineering - inc. POOL ENGINEERING INC.By: DEBBIEM Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 Job# 14-0360 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS ATTHE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 5 of 13 ©Pool Engineering, Inc. 2014 .9 3/3/20144:16 PM Page 6 of 13 \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 i LUL Pool engineering - inc POOL ENGINEERING INC.By: DEBBIEM Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 Job# 14-0360 PROJECT DATA: - Proiect Location: 2118 W 12th St Santa Ana, CA,92703-1928 Existing Residence: Roof Area:1505 ftz Upper Floor Area:N/A Lower Floor Area:N/A Numberof Stories: 1 Site Properties: Latitude: 33.755 Longitude: -117.9 Ss = 1.395 (g) 0.2s Spectral Response Acceleration Sl = 0.496 (g) 1.Os Spectral Response Acceleration Site Class: D (ASCE 7-10, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-10, Table 11.4-1) Fv= 1.60 Site Coefficient (ASCE 7-10, Table 11.4-2) SDS = 0.9300 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) S[)1 = 0.5291 ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: PHONO SOLAR' Model: PS300P Weight:2.92 p.s.f. (including mounting system) Installed Area: 209.08 ft2 Design Criteria: C. B.C. 2013 ASCE 7-10 Design Methodologv: Per the exception in Section 3403.4 of the C.B.C. 2013: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10% of the original demand-capacity ratio, no retrofit shall be required. 3/3/20144:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 7 of 13 ©Pool Engineering, Inc. 2014 • n 3/3/2014 4:16 PM Page 8 of 13 \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 lili pool dildl-_engineering - inc. POOL ENGINEERING INC.By: DEBBIEM Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 Job# 14-0360 GRAVITY LOADS: . Roof Dead Load (Existing): 4.0 p.s.f.Comp. Shingles 1.5 p.s.f.1/2" Ply. Sheathing 1.0 p.s.f.2x6 Rafters@ 24"0.c 4.0 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f.Misc. 12 p.s.f.Existing Roof Dead Load Tvpical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f.Max. Floor Finish Weight 3.3 p.s.f.1 1/8" Subfloor Sheathing 3.4 p.s.f.2x Joists @ 16" o.c. 15.0 p.s.f.2x Partitions (finished) 4.0 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.8 p.s.f.Misc. 35 p.s.f.Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f.(Table 1607.1 of C.B.C. 2013) Floor Live Load (Existing - If Applicable): 40 p.s.f.(Table 1607.1 of C.B.C. 2013) Roof Dead Load (Proposed): 2.9 p.s.f.PHONO SOLAR PS300P solar panels and mounting system 12 p.s.f.Existing Roof Dead Load 14.9 p.s.f.Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f.(Panels cannot supportlive loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LLroof) Arearoof = 48160 lb. Total Proposed Roof Load = (DLproposed +LLproposed) Area proposed +(DLroof + l-Lroof) (Arearoof - Areaproposed) = 44590 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 = -2 3 -8.0126 4 Results: NET DECREASE IN GRAVITY LOADS ==> OK 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 9 of 13 ©Pool Engineering, Inc. 2014 l.1.1.1 Pool u_UILL engineering POOL ENGINEERING INC.By: DEBBIEM Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 Job# 14-0360 LATERAL LOADS (Seismic): Seismic Design Parameters: 4-1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor PF 1 Redundancy Factor Sos- 0.930 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.529 Site Class: D Risk Cat.: 11 SDC = D ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) (ASCE 7-10, Section 11.4.2) (ASCE 7-10, Table 1.5-1) Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct (hn)X Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where:Ct = 0.02 x = 0.75 hn = 18.5 (ft.) Height to Highest Level T= 0.178 (s) TL = 8.00 (s) Long-Period Transition Period (ASCE 7-10, Fig.22-16) Cs = (SOS |e/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.143 Cs_max = (SOS |e)/(T R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.802 (Cs_min)1 = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs_min)2 = 0.044 1 SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.023 (Cs_min)3 = (0-5 Sl |e/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.038 Cs = 0.143078 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 10 of 13 ©Pool Engineering, Inc. 2014 ) l.1.1.1 Pool U_L-LLLL- engineering POOL ENGINEERING INC.By: DEBBIEM Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 Job# 14-0360 LATERAL LOAD DISTRIBUTION: , Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft)hx (ft)Story Area (ft2) Story Seismic WX CIO Wx hx Mass (psf) wx hxk Iwi hik Fi(K)Vi (K) Roof 16 16 1505.0 12.0 18.06 288.96 1.00 2.58 2.58 Upper 0 0 N/A N/A NA 0 0.00 0.00 0.00 Lower 0 0 N/A N/A NA 0 0.00 0.00 0.00 Existing Base Shear = 2.58 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ft2) Story Seismic Panel Area Mass (psf) (ftz) Panel Seismic WX Ck) Wx hx Mass (psf) Wxhx Iwi hik Fi (K)Vi (K) Roof 16 16 1505.0 12.0 209.1 2.9 18.7 298.74 1.00 2.67 2.67 Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear =2.67 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 = 3.39% Results:INCREASE LESS THAN 10% ==> OK 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 11 of 13 ©Pool Engineering, Inc. 2014 . Pool POOL ENGINEERING INC.By: DEBBIEMLd-il-LL[ engineering II Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 inc. / - Job# 14-0360 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec. 30.5, ASCE 7-10) V = 110 mph (basic wind speed) Exp. Cat.= C exposure category (Section 26.7, ASCE 7-10) A = 1.21 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) Kzt = 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 0 =14.1 deg Area =209.1 sq.ft. Pnet30 =31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 Pnet = AKztPnet30 =(1.21)(1)(31.9 p.s.f.) = 38.599 p.s.f. (Pnetdesign =38.6 p.s.f. Design Wind Uplift Pressure on Components and Cladding (16 p.s.f. min. per Sec. 30.2.2, ASCE 7-10) Connection to Existing Roof Framing: FS= 1 (additional factor of saftey applied to withdrawal force) Atrib =12.8 sq.ft.(panel area tributary to each lag screw) D=2.9 p.s.f.(panel dead load) W=38.6 p.s.f.(design wind pressure) Plag = FS*Atrib*(0·6D-0.6W) = (1)(12.8 sq.ft.)[(0.6)(2.9 p.s.f.)-(0.6)(38.6p.s.f.)] = 274.7lb. (withdrawal force applied to each lag screw) DIAIag=5/16 in.(lag screw diameter) D = 2.50 in.(lag screw penetration into existing framing member)pen W=266 lb./in.(lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) CD =1.6 (load duration factor, 2012 NDS) Ct =0.7 W' = CD*Q*W =(1.6)(0.7)(266 lb./in.) = 297.92 lb./in.(adjusted withdrawal value) Pallow = Dpen*W' =(2.5 in.)(297.92 lb./in) = 744.8 lb. Results:DEMAND = 274.7 lbs. < CAPACITY = 744.8 lbs. ==> OK 3/3/2014 4:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 12 of 13 ©Pool Engineering, Inc. 2014 pool POOL ENGINEERING INC.By: DEBBIEM Jll_1_1 engineering II Location: Santa Ana, CA,92703-1928 Date: 3/3/2014- inc. / - Job# 14-0360 SUMMARY: GRAVITY LOADS:DECREASED BY -8.01% ==> OK LATERAL LOADS:INCREASED BY 3.39% < 10% ==> OK WIND UPLIFT:DEMAND = 274.7 lbs. < CAPACITY = 744.8 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 48in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 3/3/20144:16 PM \\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx Page 13 of 13 ©Pool Engineering, Inc. 2014 4/ e PROJECT SITE: RUBEN CHAVEZ 2118 W 12TH ST. SANTA ANA, CA 92703 (714) 542-0598 PROJECT SCOPE: RESIDENTIAL SOLAR ELECTRIC SYSTEM 10X300W ROOF MOUNTED PV MODULES AP IZE: 3.0 kW DC STC EA: 209 SFPLAM MASTER LD /30/ ¥,- #3©85 2118 W 12TH ST G P Jil-SE PROPERTYLINE PLANNERQ DATE_2/7/f- W FRONT YARD JTRANSFERRED BY DATE M C'LANNING INSPECTION REQUIRED =UJ ROUGH- FINAL oNONE_ ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2013 CA BUILDING CODE 2013 CA RESIDENTIAL CODE 2013 CA MECHANICAL CODE 2013 CA ELECTRI@AL,€0[EJIJL-1 2013 CA FIRE COOEE 3'7 FOR 3 ., 1 PLANS , al : : kept on the job !Al any changes or t v :,mission from the LU Z3 m SHALL NOT '9; i ... · 6,ation of any &1 -Ac . € 1-'. el. 0 W 12<h05 SHEET ORDER PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO PV 2: ROOF PLAN, SECTION DETAIL PV 3: ELECTRICAL LINE DIAGRAM AND NOTES PV 4: REQUIRED SIGNAGE ELECTRICAL CALCULATIONS ROJECT SITE-ce· r W 12th St W 12th-St ECE 'Slf,•, 6 NAME- (714) - RETAIN PLANS FOR FUTURE REVISIONS.E UBJECT TO ITEMS CHECKED AND CONDITIONSBELOW: O INTERIOR TI ONLY 0O NO EXTERIOR ALTERATIONS(MODIFICATIONS :0 3'-7" 0O ALL MATERIALS TO MATCH EXISTINGO SCREENING REQUIRED O SUBMIT LANDSCAPE PLANS 7- :3!T[DNS: (14)5 PV MODULES 4%.0.-/ 9»El*©c-ROOF 2-2 |A/[ A,<P' 3/ 906*0- FAN«5 944/ ROOF 1/' (N)5 PV MODULES V e R 1 ARCHITECY·t RAilimm ACCEPEED F¢.)R}CUim 05 tB Cipart'1*59•li-* - .-#49 m?,2.'3, T:u= 352: am:··i 0 t 01 E Es@ne':#st mk#Ans;ine011 1512=) t> 62,4722 ZE'.21 ID C3.-0, 39(2£ fulld) M 412= 'i of 1040?t'Bf CP: ae r*wlg 3 o o4 H- .CO . St 14"-*lt , CRd $92(it9Ii tgtgt·*13*Wte c 1 approvel O,91§;t R#*419$'Am ed }t=:3 or SIC cin'OrS£-12:D DEN, tedS- 52 #* J . W 1 1 Th St 2 VICINITY MAP /(N)1"EMT CONDUIT PV-1 I DC SOURCE CIRCUIT EXTERIOR ONLY -»N)INVERTER HN)PV METER YN)J-BOX O(N)SOLAR AC DISCONNECT XE)1 OOA MAIN SERVICE PANEL Ays B ¥-5 MAR 07 2014 WllthSt City of Santa Ana t N g Iii N U , PROPERTY LINE NOTE: AC UTILITY SWITCH WILL BE ADJACENT TO UTILITY SUPPLIED SERVICE EQUIPMENT. SEET VIEW balculations MITIV-, T LUUM I IWIN 1 17 @It t 5 141. 11 i 1 1 SITE PLAN WITH ROOF PLAN - · odd L. Lacher, R.C.E. 67656PV-1 I SCALE: 1"=20'-0" N V Pool Engineering, Inc. 3 HOUSE PHOTO PV-1 I N PV 1 St ARCHITECTURAL STRUCTURAL ACCEPTED FOR CONSTRUCTION , SEPARATE PERWliTS ARE REQUIRED FOR a N, ELECTRICAL, PLUMBING & PAECHANICAL PLAWE IFThis set of plans and specifications must be kept on the jo:. 1,1at al! times and it is unlawful to make any changes c. 1 4atterations on same without written permission from the ' -City of Santa Ana. 1 1 fhe acceptance of this plan and spec*cations SHALL NOT iDe held to permit nor be an approval of the violation of any Uprovisions of ANY City Ordinance or State Law. 6 - Accepted By 5% cats.66=6/_== 1 41> PERMA--t Yrd:BLDELECT PLBG CITY OF SANTA ANA MECH GRADING 1 P..Mt- 1-••r, 4 PERMIT#__Di XO9'13 OCC.GROUP 66 CONSTR. TYPE / CODE ED?TiON CA C A-013 FLOOD ZONE 1 FLOOD :.ONE GERTIE REG'D YES 440\ MICP' 74-M -4-1 YES 1 NO lirIT BARRIER @ ROOF YES . NO | ENTIAL DEV. FEE YES NO .OL DISTRICT 'rea NO / 1./.9_*.**r- 9 0 S O 0 OIl*i»Al]*Cti NIENTS-3-1- 76. (@*33]Ia*KE...... I.il,1 .. ROOF 2/ (N)5 PV MODULES - ROOF f (N)5 PV MODULES / (N)10 ATTACHMENTS/' @48"O.C.MAX /6/52' E /(NE" EMT CONDUIT DC SOURCE CIRCUIT EXTERIOR ONLY -(N)INVERTER N)J-BOX N)SOLAR AC DISCONNECT NE)100A MAIN SERVICE PANEL In MODULE TYPE, DIMENSIONS & WEIGHT "N 05 12 40118:55 0881"MODULE TYPE=PHONO SOLAR PS300P-24/T 9 o co *4%401 Coo:OMODULE WEIGHT=50.7LB 0- LU Of 1$2 'DyiDRk--MODULE DIMENSIONS=77.0"X39.1" = 20.9SF 620OO5gg mal.* 25<Eg?UNIT WEIGHT OF MODULES=2.43PSF 0 0=:3.0 oation; ROOF 1 PANEL WEIGHT PER ATTACHMENT=25.4LB &9% 1£ :52 ROOF 2 PANEL WEIGHT PER ATTACHMENT=21.1 LB O DC 0 05 .to tam O/01.1- f T-BOLT /MID CLAMP g SOLAR PANEL OR END CLAMP a « .. O -2 // 0 0 4 48 NMVE NOTE: WIRING/CONDUIT RACEWAY WILL BE ..fl BETWEEN " TO 3" ABOVE THE ROOFTOP 1 ROOF PLAN PV-21 SCALE: 1"=20'-00' N ARRAY & ROOF INFO '- 16)" S.S. HEXHEAD BOLT W "-16 FLANGE NUT ALUMINUM PIECE, COMP. SHINGLE PLYWOOD l Etil[ 1 , /SOLAR MOUNT RAIL L FOOT /FLAT FLASHING ROOF TYPE- COMP. SHINGLE ROOF FRAMING- 2"X6" RAFTER @24"O.C. ROOF SLOPE- 14° < S#EET REVIEW*) fer c(mfdfiance to strutudf < todd L. Lacher, R.C.E. 6765 CATE*LAGECTS:> imAIN.-RENEfii*TION» ROOF 1 AZIMUTH- 180° ROOF 1 PANEL AREA- 105 SF ROOF 1 FACE AREA- 355 SF % COVERAGE- 30% 2"X6" RAFTER@24"0.C bulations ROOF 2 AZIMUTH- 270° ROOF 2 PANEL AREA- 105 SF ROOF 2 FACE AREA- 420 SF % COVERAGE- 25% 4 Pool Engineering, Inc.2 CONNECTION DETAIL PV-21 PV 2 . TAG DESCRIPTION 1 ARRAY TO JUNCTION BOX 2 JUNCTION BOX TO INVERTER 3 INVERTER TO PV METER 4 PV METER TO AC DISCONNECT 5 AC DISCONNECT TO MSP 6 BARE COPPER WIRE 7 EQUIPMENT GROUND 8 kQUIPMENT GROUND WIRE/CONDUIT SCHEDUL: CONDUCTOR TYPE/SIZE #10 AWG PV WIRE #10 AWG THWN-2 #10 AWG THWN-2 #10 AWG THWN-2 #10 AWG THWN-2 #8 AWG SOLID COPPER #8 AWG THWN-2 #8 AWG THWN-2 NUMBER OF CONDUIT CONDUCTORS SIZE/TYPE 4 N/A 4 *'EMT 3 1"EMT 3 j" EMT 3 *'EMT 1 N/A 1 *' EMT 1 f EMT MODULE SPECIFICATION NOTES MODEL NO. PHONO SOLAR PS300P-24/T FREE AIR PEAK POWER 300W RATED VOLTAGE (Vmp)35.6V RATED CURRENT (Imp)8.44A OPEN CIRCUIT VOLTAGE (Voc)45.6V SHORT CIRCUIT CURRENT (Isc)8.65A INVERTER SPECIFICATION GENERAL ELECTRICAL NOTES: 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE 5 PANELS 5 PANELS i EQUIPMENT AND SHALL COMPLY WITH NEC. 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS OTHERWISE NOTED. 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 5. ALL CONDUCTORS, EXCEPT USE-2, SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. 6. RACKING AND MODULES ARE GROUNDE0 VIA A CONTINUOUS #10 AWG COPPER CONDUCTOR, GROUNDING CLIPS, GROUNDING LUGS AND/OR BONDING JUMPERS. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC 8. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER SEC. R314 & R315 OF THE CALIFORNIA RESIDENTIAL CODE (CRC) 9. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR MODULES, UL 1741 FOR INVERTERS 10. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM 11. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD 12. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS ACCORDING TO NEC 314.15 13. ALL METALLIC RACEWAYS SHALL BE BONDED AND ELECTRICALLY CONTINUOUS ACCORDING TO NEC 250.90,250.96 14. GROUNDING BUSHINGS ARE PERMITTED AROUND PRE-PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM, NEC 250.97 15. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT, NEC 250.64(C) i 11-_Li i «D DI 161 4. INVERTER MAKE INVERTER MODEL MAX. DC VOLT RATING MAX. AC APPARENT POWER NOMINAL AC VOLTAGE MAX AC CURRENT ARRAY NO. OF MODULE PER STRING NO. OF STRINGS ARRAY WATTS AT STC MAX. VOLTAGE UTILITY Bl-DIRECTIONAL ELECTRIC METER EXISTING MAIN SERVICE PANEL 125A, 240VAC, 1 PH POWER ONE PVI-3.0-OUTD-S-US 600V 3000W 240V 14.5A DETAILS 5 2 3.0kW 246.4V NOTE: A CENTER-FED BUS WILL NOT BE USED. NOTE: INTERSYSTEM BONDING KIT WILL BE ACCESSIBLE INSTALLED ON THE WALL NEXT TO MAIN SERVICE PANEL OVERHEAD SERVICE „23- INTERACTIVE CIRCUIT BREAKER WILL BE PLACED AT EXTREME\21 ocpo100AEND OF BUSS OPPOSITE UTILITY SUPPLY COMBINER BOX WITH 15A FUSE DC INTERFACE POWER ONE PVI-3.0-OUTD-S-US INTEGRATED DC 3000W, 96% CEC DISCONNECT 240VAC, 14.5A AC INTERFACE PV METER ITRON AC DISCONNECT 240VAC, 30A NEMA 3R, UL LISTED KNIFE BLADE TYPE Ll - L2 0 V r 1 L "L . DC+ 1 1 1 2 MPPT 1 20A FUSE 3 MppT 2 7 -/ rm 0*r I 0 *20A 0 0 V DC- 1 2 MPPT 1 W 2 MPPT 2 0 V 0 GND N L2 Lllelolo13O1*1 DC DISCONNECT' 25A, 600V NOTE: WHEN METALLIC CONDUIT IS USED. IT MUST BE BONDED AT BOTH ENDS.-L EXISTING UFER GROUND PV 3 4% [&0-- 1 (714) 542-0598 A.J- (1/M BREA, CA 92821 T: 714-676-8888 11 D 840 D SRE· at¢ey &0 4% 1 REQUIRED SIGNAGE THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. FIRE DEPARTMENT REQUIRED SIGNAGE 7.AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.76 x 0.8 x 40 = 24.3A > 13.5A O.K. 1. LABEL FOR SOLAR DC DISCONNECT: 690.14(C)(2) SOLAR DC DISCONNECT 2. LABEL FOR SOLAR DC DISCONNECT: 690:53 MPPT OPERATING CURRENT: 16.9 ADC OPERATING VOLTAGE: 178.0 VDC MAXIMUM SYSTEM VOLTAGE: 246.4 VDC MAXIMUM SYSTEM CURRENT: 21.6 ADC 3. LABEL FOR JUNCTION BOX: 690.35(F) SOLAR ELECTRIC SYSTEM CONNECTED THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 8. ON ALL INVERTER AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR CIRCUIT 6 u v. . AC CONDUCTOR AMPACITY CALC'S 0 of O # OF INVERTER: 1 O. Ul CE gil EXPECTED WIRE TEMP. (°C): 31 %20850% PTEMP. CORR. PER NEC TABLE 310.16: 0.96 5%%33 .NI CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 imfjow# OF CURRENT CARRYING CONDUCTORS: 3 &4* :53 41:1 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 03/D13:eli 000*001- CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY £= PER NEC TABLE 690.8(B): 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25 x 14.5 x1= 18.1A W 0 WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 4. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 1/4" HIGH LETTERING LABEL FOR SOLAR AC DISCONNECT: 690.17(4) WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 5. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT 6. LABEL FOR INSIDE MAIN SERVICE PANEL POINTING AT OR AT PV BREAKER: 690.64(B)(7) MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. ELECTRICAL CALCULATIONS OPERATION VOLTAGE= 5 X 35.6= 178.0 V OPERATING CURRENT= 2 X 8.44= 16.9 A MAX PV VOLTAGE & CURRENT CALC'S RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°C): -0.0035 OPEN CIRCUIT VOLTAGE(Voc): 45.6 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) 5x {45.6+[(2-25) x (-0.0035x45.6)} = 246.4 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25 x Isc x # STRINGS 1.25 x 8.65 x 2 = 21.6 A DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.96 xlx40= 38.4A >18.lA O.K. 20A PV BREAKER WILL BE PROVIDED BACKFED 120% RULE NEC 690.64(B)(2) AND NEC 690.64(B)(7) 120% x BUS RATING>=MAIN BREAKER + PV BREAKER - 120% x 100A>=100A+PV BREAKER PV BREAKER <= 20A 20A<= 20A O.K. SITE PLACARD CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: 2118 W 12TH ST WARNING! INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE DC CONDUCTOR AMPACITY CALC'S # OF STRINGS PER INVERTER: 2 EXPECTED WIRE TEMP. (°C): 53 TEMP CORRECTION PER TABLE 310.16: 0.76 # OF CURRENT CARRYING CONDUCTORS: 4 CIRCUIT FILL CORRECTION PER TABLE 310.15(B)(2)(a): 0.8 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 LLkh-1 REQUIRED CIRCUIT CONDUCTOR AMPACITY 1. SOLAR PANELS I PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER):2. INVERTER 1.25 x 1.25 x Isc x # PER STRING 3. SOLAR AC DISCONNECT 1.25 x 1.25 x 8.65 x1= 13.5 A 4. MAIN SERVICE PANEL PV 4 r- €t 00 U., 1 6 r - 2 12 y w )14 /O/ B 6 13 T SERIES POLY MECHANICAL CHARACTERISTCS ABSOLUTE MAXIMUM RATING Poly crystal Si 156 mm x 156 mmSolar Cells square, 6 x 12 pieces in series Length: 77.0 inch (1956 mm) Dimension Width: 39.1 inch (992 mm) Height: 1.8 inch (45 mm) Weight 50.7 lbs (23 kg) Front Glass 3.2 mm toughened glass Frarne anodized aluminium alloy Cable 0.90m wire (0 Ammp Diodes 6 pieces schottky by-pass diodes Junction Box IP 65 rated Parameter Operating Temperature Typical Application Hail Diameter @ 80Km/h Surface Maximum Load Capacity Maximum Series Fuse Rating IEC Application Class (IEC 61215) Fire Rating (UL 1703) Maximum System Voltage Values Unit from -40 to +85 r 24 V DC up to 25 mm up to 5400 Pa 15 A A C 1000 V DC (IEC 61215) 600 V DC (UL 1703) 1,2ELECTRICALTYPICALVALUES Model Rated Power (PIpp) Tolerance Rated Current Rated Voltage Short Circuit Current Open Circuit Voltage Module (IMPP)(U.p)(Isc)(Uoc)Efficiency (%) PS280P-24/T 280 W +3%7.96 A PS290P-24/T 290 W +3%8.20 A PS300P-24/T 300 W +3%8.44 A NOCT (Nominal Operation Cell Temperature): 45°C * 2°C 35.2 V 8.35A 44.8 V 35.4 V 8.50 A 45.2 V 35.6 V 8.65 A 45.6 V Voltage Temperature Coefficient:-0.35% / K Current Temperature Coefficient:0.05% / K Power Temperature Coefficient:-0.48% / K 14.43 PACKING INFORMATION CERTIFICATION Container Pieces Per Pallet Pallets Per Container Pieces Per Container 40' HQ 22 C € c®us c22 484 TOEQ 000001,0 1-V CURVE DIMENSION 942 9.0 1 10004V/m2 121_ ' 7.5 270 .......- 800Af/m2 6.0 216 -C 600,mm2 \\R CS. 4.5 4004V/m2 3.0 200AUrr,2 1.5 162 ; 108 2-94 8-9X 14 14.95 15.46 /10-VEARn HWARRANTY #3 42 9&61 SU 0 -0.0 0 5 10 15 20 25 30 35 40 45 Voltage (V) PV CYCLE Partner Information Note: This publication Summarizes product warranty and specifications, which are subjected to change without notice. Additional information may be found on web site: www.phonosolar.com 1. Defined as Standard deviation of thousands measurements. Absolute power yalues depend on the measuring system. They call differ by +A 5% from one measunng system to another 2. Measuremelit conditions under irradiance level of Standard Test Conditlons(STC) 1000W/M'. Air mass 1.5 Spectrum, cell temperature of 25°C. www.phonosolarusa.com 1101_V2 1 21 / k :f- t,r .Dicm,•ft A 'i'*r; 04 44 J r A C AURORA UNO t 4,603 kul- AURORA XCHARACTERISTICSPVI-3 ITD-US PVI-3.6-OUTD-US PVI-4.2-OUTD-US INPUT PARAMETERS Rated DC Power Ratedlnput Voitacle Operating Input Voltage Range Activation Voltage *Vstart" Maximum Absolute Input Voltage (Input OVThre*hold) No.oflndegendenUAPPITracker5 No.ofbeloputs Maximum be Ratedcurrent fortach Input be Connector Maximum DC Current,each MPPT Max. Input Power, each MPPT InputVoltage Range for Power Operation with Parallel Configuration of MPPT 3120Wp 3750 Wp 4380 Wp 360V 0.7 x Vitart - 580 vill 200 V (adj. 120-350 V)200 V (adj. 120-350 V)200 V (adj. 120-350 V) 600 V 2 2 pairs (Standard Version) or 1 pairs (-S Version) for each MPPT 20.0 A 10.0 A 16.0 A 2000 W 3000 W 3000 W 160-530V 120-530V 140-530V Input Voltage Range for Power Operation with Indipendent Configuration of MPPT DC Connections 200 -530 V (@2000 W) / 120 - 530 V 190 -530 V (@3000 W) / 90 -530 V 190 - 530 V (@3000W) / 90 - 530 V (@1120W)(@750W)(@1380W) Screw Terminal Block 3 Knock-Outs: 11/yor 1 "(w/ring red.) m==m=m,(11'll'll'll'll'll'll'llilill Reverse Polarity Protection _Maximum.QCCbm=entemtegija _ bC Side Varistor Allawable Array Ground Reference PVArrav Isolation Control DC Switch M Sumxpersion Only) 1 OUTPUT PARAMETERS ©N3kid Connection Rated AC Power Maximum AC Power Rated ACVoltage Miximum ACXgltage-Range _ 3*Le#A¢Freggency Maximum AC line Current pgy€Factor AC Current Distorsion (THO) YeS 12.5 A 20.0 A 4 (2 for each MPPT) Floating Array Only- Ground Reference not Allowed GFD'(2) 600 V/25A - Single Phase / Split Phase 3000 W 3600 W 4200 W 3000 V 3300 V 3300 V 3600W 4000 W 4000 W 4200 W 4600 W 4600 W 208¥240 V 277V 208 V 240¥277 V 208¥240 V 277 V 183-228 V 211-264 V 24+304V 183-228 V 211-264 V 24+304V 183-228V 211-264 V 244-304 V 60 Hz 60 Hz 60 Hz 14.5 A 14.5 A 12.0 A 17.2 A 16.0 A 16.0 A 20.0 A 20.0 A 20.0 A > 0.99 >0.99 >0.99 <2%<2%<2% AC Connection ... Screw Terminal Block 3 Knock-Outs: 1 lh"or 1 "(w/ ring reducer) AC Side Varistor Maximum AC Overcurrent Protection 20.0 A 20.0 A 15.0 A Anti Is|anding Protection ] According to UL 1 741/IEE1547 1 CONVERSION EFFICIENCY _MEimgm Efficigncy ' 96.9% CEC Efficiency 96.0%96.0%96.0% gy®ng 2 (L-N/L-PE) 25.0 A 20.0 A 20.0 A According to UL 1741/IEE1547 97.0% 96.0%96.0%96.0% Natural Cooling 25.0 A 25.0 A 25.0 A According to UL 1741/IEE1547 97.0% 96.0%96.0%96.0% | ENVIRONMENTAL PARAMETERS Ambient Temperature Range _Qperating_Ntaude Acustical Noi5e Enviremmtalprotection Rating Relative Humidity 1 MECHANICAL Dimensions(HxWx D) Weight rmmr Stand -By Consuption Feed In Pgwer Ihrahgld NiqhtTime Consumption Iselal®n Level Display Communication AVAILABLEPRODUCTVARIANTS Standard - No Options With DC Switch 13-TANDARDI -25/+60°C (-13/+140°F)-25/+60°C (-13/+140°F) with derating above 55°C (131°F)with derating above 45°C (113°F) 6000 ft < 50 dB NEMA 4X (IP65) < 100% Condensing 21.5"x 12.8"x 8.3" 31"x 12.8"x 8.3"(-S version) 38 Ib 47 Ib (-SVersion) <8W 20.0 W <0,3 W NONE due Transformerless Topology Alohanumeric -2 Lines RS 485 Wireless (Optional, AURORA® PVI-RADIOMODULE for communication with AURORA® PVI-DESKTOP) PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-4.2-OUTD-US PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-4.2-OUTD-S-US UL 1741,IEEE 1547, CSA-C22.2 N. 107.1-01 (1) Each MPPT is activated when its input voltage exceeds Vstan and operates within the limits defined by"Operating Input Voltage Range: Default factory setting 200 V, adjustable from 120 to 350 V. (2) GFDI - Ground Fault Detector Interrupter AURORA UNO € 1/ran CL200 240¥ 3¥f ·TYPE CV300 30TA 1.0Kh 47 786 365 OperM*£ OpenWay® CENTRON® Meter The OpenWay system delivers a truly smart meter for the residential mass market. Itron engineers have built upon our proven CENTRON solid-state platform to deliver an advanced meter that provides a cornerstone technology for the smart grid. Featuring open-standards architecture, modular design for flexibility in communications, and extensive features and functionality, the OpenWay CENTRON supports the most demanding smart grid business requirements today and well into the future. A key component of any advanced metering or smart grid initiative, the OpenWay CENTRON meter is a truly smart device used to collect, process and transmit vital energy information to utility systems. Rather than simply inserting a network communication card into a standard meter, Itron developed an advanced meter where calculations and usage data are calculated within the meter itself, allowing utilities to leverage time- RPFCIFICATIOMC based rates, demand response, home networking and many other smart grid applications. The OpenWay CENTRON system provides enhanced security and a reliable approach to data collection and communications between the meter and the network. Storage and transport of register data are provided through ANSI C12.19 and C12.22 open standards technology. In addition, each OpenWay CENTRON meter comes factory-equipped with a ZigBee® radio to provide a built-in communications pathway into the home for data presentation, load control and demand response. ZigBee also provides a communication channel with 2.4GZ OpenWay Gas Modules. The OpenWay CENTRON also provides robust data storage capability to support time-of-use pricing, load profile data and other data-intensive applications, as well as the most advanced feature set available to support smart grid requirements. These features include full two-way communication, a load-limiting remote disconnect and reconnect switch, positive outage detection and restoration notification, voltage monitoring, automatic tamper and theft detection, as well as the ability to reprogram the meter remotely and upload new firmware via the network. The OpenWay CENTRON meter is the smart meter for the smart grid. -2-7-/.m.*.2 FEATURES Time-of-Use and Critical Peak Pricing » The OpenWay CENTRON supports four TOU rates as well as CPP » TOU registers may be displayed on the meter's display Load Profile » Four channels of configurable load profile data are available in the following default parameters: (1) single channel 30-minute data 753 days; (2) two channels 30-minute data 501 days » Modified parameters are available via configuration download » The OpenWay CENTRON module provides over one year of 15-minute load profile data storage OpenWay RFLAN Module » Two-way, unlicensed RF module » Adaptive-tree RFLAN architecture provides easy installation and self-healing capabilities Home Area Network (HAN) » Every OpenWay CENTRON meter includes a ZigBee radio for interfacing with the HAN, in-home displays and load control devices » The OpenWay CENTRON can store consumption from 2.4GZ OpenWay gas modules utilizing the ZigBee radio Bi-Directional Metering » The OpenWay CENTRON measures and displays active energy 0<Wh) delivered, received, uni-directional and/or net or apparent energy 0<\/Ah) delivered and/or received Disconnect/Reconnect with Load Limiting » The OpenWay CENTRON forms lS, 2S, 12S network, and 25S is available with a 200 amp remote disconnect/reconnect switch as an optional feature. The switch can be operated on demand, or automatically as part of a service-limiting configuration Tamper Detection » Tamper indications can be communicated regularly through the OpenWay system » Tampers include: inversion, removal and reverse power flow » SiteScan Diagnostics (advanced polyphase register only) Non-Volatile Memory » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. A battery maintains just the clock circuitry during a power outage Voltage Monitoring » Instantaneous voltage » Voltage monitoring system Standard Features » Electronic LCD display » Polycarbonate cover » Optical tower » Test LED Register Capabilities » 4 energies, 1 demand: • Wh (delivered, received, net, uni- directional) • VAh (delivered arithmetic, received arithmetic, Lag) • W (max delivered, max received, max net, max uni-directional) » Configurable event log » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. Battery maintains the clock circuitry during a power outage Option Availability » Identification/accounting aids » Remote disconnect/reconnect » Multiple WAN options including GPRS and CDMA » Option slot for additional communications options Technical Data Meets applicable standards: » ANSI C12.1 - 2008 (American National Standard for Electric Meters - Code for Electricity Metering) » ANSI C12.18 - 1996 (American National Standard - Protocol Specification for ANSI Type 2 Optical Port) » ANSI C12.19 - 2008 (American National Standard - Utility Industry End Device Data Tables) » ANSI C12.20 - 2002 for Hardware 2.0 and 3.0 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.20 - 2010 for Hardware 3.1 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.22 - 2008 (consult Section 9 of the standard) » ANSI/IEEE C62.41.1-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » ANSI/IEEE C62.41.2-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » IEC 61000-4-2 » IEC 61000-4-4 Reference Information » OpenWay CENTRON Technical Reference Guide » Hardware Specification Form SPECIFICATIONS ProductAvailability Volts / Service Meter Class Test Amps Kh (Pulse/Wh)Meter Form Register Descriptions 120 V 200 30 1.0 lS OpenWay RF with or without Disconnect 240 V 200 30 1.0 2S OpenWay RF with or without Disconnect 240 V 320 50 1.0 2S OpenWay RF 120 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 4S OpenWay RF 120 V 200 30 1.0 12S/25S OpenWay RF with or without Disconnect Specifications Power Requirements Voltage Rating: 120 V, 240 V Frequency: 60Hz Operating Voltage: f 20% (60Hz) Operating Range: £ 3 Hz Battery Voltage: 3.6 V nominal Battery Operating Range: 3.6 V nominal; 3.4 V - 3.8 V Carryover: 12-year continuous usage or 20-year shelf life Temperature: -40° to +85°COperating Environment Humidity: 0% to 95% non-condensing IEC 61000-4-4-2004-07 Transient / Surge Suppression ANSI C62.45-2002 Accuracy General Time Display Characteristic Data Register Burden ANSI C12.20 0.5 accuracy class Demand interval lengths: Programmable: 5, 6, 10, 12, 15, 20, 30 and 60 min. Demand calculation: Peak Energy calculation: Basic: Wh and VAh Une sync: Power line frequency Crystal sync: +0.01% @ 25°C; +0.025% over full temperature range Battery: +0.005%@25°C; +0.005% to -0.02% over full temperature range Nine-digit liquid crystal display Display duration: 1-15 seconds Six-digit data height: 0.4"Three-digit code number height: 0.24" Annunciator height: 0.088"3-segment electronic load indicator Starting Current: 20 mA (Class 200), 5 mA (Class 20) 0.66W Form Watt Loss VA Loss Test Voltage lS 2.796 6.759 120 2S 3.773 12.357 240 Burden Data (C2SOD) (United States) 3S 2.123 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.861 6.751 120 Form Watt Loss VA Loss Test Voltage lS 2.686 6.999 120 2S 3.203 11.89 240 Burden Data (C2SOD) (Canada) 3S 2323 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.831 7.393 120 Service Switch (Optional)200A, can be programmed as service (load) limiting Service Switch is available in Forms lS, 2S, and 12S/25S Modules Additional Base Functionality Standard OpenWay Register Cell Relay (available in Form 2S only) I SPECIFICATIONS C2S0/C2S0D Dimensions Dimensions C2S0/C2S0D - Forms lS, 2Sand 126 ABCDEFG 6.95"5.27"4.37"3.97"3.47"5.68"6.30' 17.66 cm 13.39 cm 11.10 cm 10.08 cm 8.82 cm 14.43 cm 16 cm ]149 C2S0/C2S0D - Forms 3S and 4S ABCDEFG -i- 6.95"4.56"3.66"3.23"2.73"5.56"6.42" 17.66 cm 11.59 cm 9.30 cm 8.21 cm 6.94 cm 14.13 cm 16.31 cm Shipping Weights Polycarbonate C2S0/C2S0D Pounds Kilograms 4 Meter Cartons 11 lbs 5 kg 96 Meter Pallets 2801bs 127 kg 1*rin Itron is the world's leading provider of smart metering, data collection and utility software systems, with over 8,000 utilities worldwide relying on our solutions to responsibly and efficiently manage the delivery and use of energy and water. To realize your smarter energy and water future, start here: www.itron.com ITRON ELECTRIC CORPORATE HEADQUARTERS 313-B North Highway 11 West Union, SC 29696 USA 2111 N Molter Road Uberty Lake, WA 99019 USA Phone: 1.877.487.6602 Phone: 1.800.635.5461 Fax:1.864.638.4950 Fax:1.509.891.3355 While Itron strives to make the content of its marketing materials as timety and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy. completeness, or adequacy of, and expressly disclaims liability for errors and omissions in. such materials. No warranty of any kind, implied, expressed, or statutory, including but not limited to the warranties of non-infringement of third party rights, title, merchantability. and fitness for a particular purpose, is given with respect to the content of these marketing materials. ©Copyright 2011, Itron.Allrights reserved. 100808SP-05-08/11 ·:: 1 INIRACSOLARMOUNT Technical Datasheets .. A HILTI GROUP COMPANY € SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 9 End Clamp 32 SolarMount Beam Connection Hardware L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom /Nut (hidden.:g,2 Up Clip / ,nOUT) Beam / Bolt 392>« Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one W'-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one W flat washer Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1566 (6967)686 (3052)2.28 1038 (4615)0.662 Y Transverse, Xt 1128 (5019)329 (1463)3.43 497 (2213)0.441 A -x Sliding, Zi 66 (292)27 (119)2.44 41 (181)0.619 ?1 1 t.00 Dimensions specified in inches unless noted ® SOLARMOUNT Technical Datasheets :1:UNI RAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 302105D, 3021060 Bolt Mid Wa#e Ahlk 3><7 C/amp \ 'r e Beam Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac %"-20 T-bolt and one 1/7-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory 1-00 DISTANCE - 4 .. OENEEN MODULES In ' l#J. -IT- Y . Dimensions specified in inches unless noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Sliding, Xi 1194 (5312)490 (2179)2.44 741 (3295)0.620 SolarMount End Clamp Part No. 302001 C, 302002C, 3020020, 302003C, 3020030,302004C, 3020040,302005C, 302005D, 302006C, 302006D, 3020070,302008C, 302008D, 302009C, 302009D, 302010C, 302011 C, 302012C Serratec Flange Ni /84 Y -X • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 lbs (269) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac 1/1"-20 T-bolt and one 1/1"-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam - 1.5 - MINIMUM / 117 +E]grr r.-=1 •ARIM |t T WITH •00"(E 1 THONESS p al Dimensions specifi68-ilintlies-utiless-noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14 (61)4.58 21 (92)0.330 Sliding, X*142 (630)52 (231)2.72 79 (349)0.555 e a SOLARMOUNT Technical Datasheets :1:UNIRAC A HILTI GROUP COMPANY 4 SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Beanl L-Foot 'rrated Flange Nu. Y L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs (98g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents For the beam to L-Foot connection: · Assemble with one ASTM F593 %"-16 hex head screw and one ASTM F594 %"serrated flange nut · Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method - in 1*SLOTFOR M 4 M•ADWARE \ 7 (1 0 1 Dimensions specified in inches unless noted Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 Traverse, X+486 (2162)213 (949)2.28 323 (1436)0.664 -- r, SOLARMOUNT Technical Datasheets :i: UNI RAC A HILII GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 3101680 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) pif 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus (X-Axis) ire 0.353 0.898 Section Modulus (Y-Axis) ire 0.113 0.221 Moment of Inertia (X-Axis) ire 0.464 1.450 Moment of Inertia (Y-Axis) ina 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 14" HEX HEAD SCRP" 1.316 SLOT FOR T-BOLT OR !4" HEX HEAD SCREW 2X SLOT FOR SLOT FOR - BOTTOM CLIP nn BOTTOM CUP C 1.728- 3.(00 SLOT FOR - 6" HEX BOLT 201 » 1SLOT FOR 1.385 , 36" HEX BOLT 11 .387 - - Y Y A A - -x 13[ / X 1% , - 1.207 - 1.875- SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted STRUCTURAL ENGINEERS January 20,2011 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 .S3878 j h TEL: (505) 242-6411 DJ=21:13 _11#- FAX: (505) 242-6412 *421 7 CRbly Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 Intetnational Building Code, by International Code Council, Inc., 2009 2. 2010 California Buildine Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's *SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sinceely:. Paul acher, SE - President 8137 Sunset Avenue, Suite 120 : foi' Ooks, CA 95628 > 916.?61.3960 5 916.961.29651 -> WWW,? 5 ,.COM 1, 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3• e- 4 6105-T5 ALUMINUM C .. X 1- oon 000 d A[ i RACOO ©2008 UNIRAC, INC. SolarMounUSunFrame 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 .11 Jil i·J H >' - :f _-i 1 1 1 SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC-1 t t Nib V 'US TOP mounting a T-bolt Intertek Conforms to UL Standard 467 444 UGC-1 Li-1.Figure 26. Slide UGC-1 grounding clip into top mounting slot of rail Torque modules inplace on top of clip. Nibs willpenetrate rail anod- ization and create groundingpath through rail Dee Fig. 3, reverse side). SolarMount®rail (any type) WEEBLug Stainless Steel Flat Washer (WEEB) Clips and lugs are sold separately. Figure 2Z Insert a bolt in the aluminum mil or through the clearance hole in the stainless steel flat washer. Place the stainless steel flatwasheron the bolt, oriented so the dimples will contact the aluminum raiL Place the lugportion on the bolt and stainless steelflat washer. Install stainless steel.flat washer, lock washer and nut. Tighten the nut until the dimples are completely embedded into the rail and lug. The embedded dimples make agas-tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEB. WEEBLug Cony type) Figure 28. UGC-1 layout for even and odd number of modules in row. '0(" denotes places to install UGC-1. U Even Number OfModules in row 1 11 Odd Number ofModules in row ® ·:: 1 INI RAC.. A HILTI GROUP COMPANY Pub 110617-2cc June 2011 © 2011 by Unirac, Inc. All rights reserved. . Classic Composition Mount I QMSC 12.0 tO7 -RACKING COMPONENTS i :War NOT INCLUDED 6.0 I I.-14- »- 7> 1 4 1.5 4-DESCRIPTION QTY.ITEM NO. r' 0 .1-Ji 1.3 1 Flashing. 12" x 12" x .050". AL * 1 2 Base Block, QMSC, Cast Al* 1 3 Hanger Bolt, 5/16" x 6", SS 1 4 Washer, Sealing, 5/16"ID x 3/4"OD, SS/EPDM 1 5 Hex Nut, 5/16-18, SS 2 6 Washer,.296"ID x 7/8"OD x 1/8" Thick. EPDM 1 7 Washer, Fender. 5/16" X 1 1 SS 1 8 Washer, Split-Lock. 5/16", SS 1 Quick Mount PV TITLE: 3.0 QMSC: Classic Compostion . Mount *Available in mill, clear anodized, and dark bronze anodized finsihes. PROFIETANY AND colll[1111AlY'U'aNNmt,5WmM'EIYFOOLRAffU&,8?m.'MOUN1PV. ANYREPRODUCION NPARTORAS 00 NOT SCALE DRAWING f 1 1 5 4 3 Laa Dull-out (withdrawal) caoacities (lbs) in tvoical lumber: Lag Bolt Specifications UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTtONAL :1/16 ONE PLACE DECIMAL z.1 TWO PLACE DECIMAL :.01 2 SIZE DRAWN BY:JDA REV A DATE:3/8/2012 4 SCALE: 1:4 WEIGHT: 1.14 SHEET I OF I Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher).46 705 235 Hem, Fir .43 636 212 Hem, Fir (North).46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL).50 798 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter orother structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing it is important that the aluminum flashing (item 1) is properly placed under one full course above the mounting block with at least some of the flash- ing extending up under the course above that as well. See instructions on back. Quick Mount PV® RESPECT THE ROOF ® uick Mount PY Classic Composition Mounting Instructions E Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, 1 tube of appropriate sealant, drill with 7/32" bit, drill or impact gun with 1/2" deep socket WARNING: Quick Mount PV products are NOT designed forand should NOT be used to anchor fall protection equipment. ri - %9 3 Locate, choose, and mark centers of rafters to be Carefully lift composition roof shingle with roofing Slide mount into desired position. Remove any mounted. Select the courses of roofing where bar, just above placement of Quick Mount.nails that prevent getting the mount flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilling. 6 b Using drill with 7/32" bit, drill pilot hole into roof Clean off any sawdust, and fill hole with roof Slide mount back into position. Prepare hanger bolt and rafter, taking care to drill square to the roof. manufacturer's approved sealant.with 1 hex nut and 1 sealing washer, insert through Do not use mount as a drill guide.block into hole and drive hanger bolt into after, tightening to a solid snug fit. * 4 U You are now ready forthe rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Pleaseconsultthe roof manufacturer's specs and instructions prior to touching the roof. Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware, secure the rack of your * It is not necessary or advisable to use nails or other block.choice. Tighten to 13 foot pounds.fasteners to secure the perimeter of the flashing. Bl 7.2.3-7 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 May-2012, Rev 2 9