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HomeMy WebLinkAbout10180294_1918 S. ORANGE - Plan (2)1-14+ pbot 1201 N. Tustin Avenue Ron Lacher, R.C.E. 1 13-2502Wi4Ii engineering Anaheim, CA 92807 --. . inc,,/Fax: (714) 630-6114 '-<44.- Phone: (714) 630-6100 STRUCTURAL ANALYS® REPORT FOR SOLAR PANEL ADDITION TO HOUSE --- ialtut. - 4 464?1VUku:rr -- ---. .AT- THE MIRAMONTES RESIDENCE ,e 1918 Orange Ave Santa Ana, CA,92707-2824 ed By-*00_ 441 OR CA09' FOR 'ak. 11 le!2Ent:=--.„ SUNBEES GROUPS DBA TRUE POWER SOCAR 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2010 EDITION, ASCE 7-05, AND 2005 NDS 1U2/2013 4:22 PM \\peanasvl\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 1 of 13 ©Pool Engineering, Inc. 2013 U. .L ...f pool engineering - inc.j POOL ENGINEERING INC. Location: Santa Ana, CA,92707-2824 Job# 13-2502 By: R: McPHehon Date:'12/2/2013 TABLE OF CONTENTS: GeneralhNotes .5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design _ 12 Summary 13 12/U2013 4:22 PM \\peanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 3 of 13 ©Pool Engineering, Inc. 2013 I pool engineering POOL ENGINEERING INC. Location: Santa Ana, CA,92707-2824 Job# 13-2502 By: R. McPherson Date: 12/2/2013 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 2010 CALIFORNIA BUILDING CODE AND/OR THE 2009 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 AT THE JOB SITE. 5) THE CONTRACTOR SHAU 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. 12/2/20134:22 PM \\peanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 5 of 13 ©Pool Engineering, Inc. 2013 pool engineering -_ inc.j POOL ENGINEERING INC. Location: Santa Ana, CA,92707-2824 Job# 13-2502 By: R. McPherson Date: 12/2/2013 PROJECT DATA: Proiect Location: 1918 Orange Ave Santa Ana, CA,92707-2824 Existing Residence: Roof Area:1675 fe Upper Floor Area:N/A Lower Floor Area:N/A Number of Stories: 1 Site Properties: Latitude: 33.723 Longitude: -117.87 SS = 1.471 (g) 0.2s Spectral Response Acceleration Sl = 0.518 (g) 1.Os Spectral Response Acceleration Site CIass: D (ASCE 7-05, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-05, Table 11.4-1) FV = 1.50 Site Coefficient (ASCE 7-05, Table 11.4-2) SDS = 0.9807 Short Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) Sol = 0.5180 ls Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-4) Wind Speed = 100 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: SUNPOWER Model: SPR-327-NE Weight: - 2.84 p.s.f. (including mounting system) Installed Area: 316.01 f? Design Criteria: %2 C.B.C 2010 €/8 C. 2-e l 3 ASCE 7-05 Design Methodologv: Per the exception in Section 3403.4 of the C.B *100.) 2-e Is "Any existing loteral load-carrying structurat element whose demand-capacity rotio 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 retrofitshall be required. 12/2/2013 4:22 PM \\peanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 7 of 13 ©Pool Engineering, Inc. 2013 -1.-./.- 11. pool POOL ENGINEERING INC.By: R. McPherson 4:61=E-engineering Location: Santa Ana, CA,92707-2824 Date: 12/2/2013 ----25,LJob#13-2502 _ __. GRAVITY_LOADS: Roof Dead Load (Existing): 4.0 p.s.f.Comp. Shingles 1.5 p.si 1/2" Ply. Sheathing 1.0 p.s.f.2x6 Rafters @ 24"0.c 4.0 p.si 5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f. _ Misc. 12 p.s.f.Existing Roof Dead Load Tvpical Floor Dead Load (Existir,2 - 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 Uve Load (Existing): 20 p.s.f.(Table 1607.1 of C.B.C. 2010) Floor Uve Load (Existing - If Applicable): 40 p.s.f.(Table 1607.1 of C.B.C. 2010) Roof Dead Load (Proposed): 2.8 p.s.f.SUNPOWER SPR-327-NE solar panels and mounting system 12 p.s.f. _Existing Roof Dead Load 14.8 p.s.f.Proposed Roof Dead Load Roof Uve Load w/ Solar Panels (Proposed): 0 p.s.f.(Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (0400#LLoof) Are@roof = 53600 lb. Total Proposed Roof Load = (Dl.proposed +LLproposed) Areaproposed + (DLroof + LLroof) (Arearoof - Areaproposed) = 48176 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Loadlx100 = -11.26% Results: NET DECREASE IN GRAVITY LOADS ==> OK 12/U2013 4:22 PM \\peanaw2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 9 of 13 ©Pool Engineering, Inc. 2013 pool engineering 2_ inc POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92707-2824 Date: 12/2/2013 y Job# 13-2502 LATERAL LOADS (Seismic): Seismic Deskn Parameters: I= 1 Occupancy Important Factor R= 6.5 Response Modification Factor p= 1 Redundancy Factor SDS = 0.981 Short Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) Sol = 0.518 ls Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) Site Class: D (ASCE 7-05, Section 11.4.2) Occupancy: 11 (ASCE 7-05, Table 1.1) SDC = D Seismic Design Category (ASCE 7-05, Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct (hn)X Approximate Fundamental Period (ASCE 7-05, 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 7-05, Fig.22-16) Cs = (SOS | )/R Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-2) = 0.151 Cs_max = (SDS I)/(T R) Maximum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-3) 0.846 (Cs_min)1 = 0'010 Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5) (Cs_min2 - 0.044 1 SOS Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5 - supplement 2) 0.023 (Cs_minb I (0-5 Sl l)/R Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5 - supplement 2) 0.040 Cs = 0.150873 Seismic Base Shear (ASCE 7-05, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 12/U2013 4:22 PM \\peanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOlAR PANEL CALCS TO HOUSE.xlsx Page 10 of 13 ©Pool Engineering, Inc. 2013 pool I engineering POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92707-2824 Date: 12/2/2013 Job# 13-2502 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-05, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft)hx (ft)Story Area (ft,) Story Seismic Wx (k)W,h Mass (psf) k Wxhxk Iwi hik Ff(K)Vi (K) Roof 16 16 1675.0 12.0 20.1 321.6 1.00 3.03 3.03 Upper 0 0 N/A NA N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Existing Base Shear = 3.03 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ftz) Story Seismic Panel Area Mass (psf) (ftz) Panel Seismic Wx (k)WX hx Mass (psf) k Wxhxk IWihik FiCK)Vi (K) Roof 16 16 1675.0 12.0 316.0 2.8 21.0 335.94 1.00 3.17 3.17 Upper 0 0 N/A N/A NA N/A N/A 0 0.00 0:90 O.00 Lower 0 0 N/A NA NA N/A NA 0 0.00 0.00 0.00 Proposed Base Shear =3.17 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 = 4.46% Results:INCREASE LESS THAN 10% ==> OK 12/U2013 4:22 PM \\peanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 11 of 13 ©Pool Engineering, Inc. 2013 A pool POOL ENGINEERING INC.By: R. McPherson engineering Location: Santa Ana, CA,92707-2824 Date: 12/2/2013 - inc. / -- Job# 13-2502 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: A = 1.21 Adjustment Factor for Building Height (Figure 6-3, ASCE 7-05) Kzt= 1 Topographic Factor for Building Height (Figure 6-4, ASCE 7-05) I= 1 Importance Factor Zone = 2 Roof 0 =22.7 deg Area = Pnet30= 21 p.s.f. Net Wind Design Pressure, Eqn. 6-2, ASCE 7-05 Pnet = AK:t|Pnet3O =(1.21)(1)(1)(21 p.s.f.) = 25.41 p.s.f. 316.1 sq.ft. (Pnet)design = 25.4 p.s.f.Design Wind Uplift Pressure on Components and Cladding (10 p.s.f. min.) Connection to Existing Roof Framing: FS= 1 (additional factor of saftey applied to withdrawal force) Ar·b -15.3 sq.ft.(panel area tributary to each lag screw) D=2.8 p.s.f.(panel dead load) W=25.4 p.s.f.(design wind pressure) P.8 = FS*Atrib'(0.6D-W) =(1)(15.3 sq.ft.)[(0.6)(2.8 p.s.f.)-(25.4ps.f.)] = 363.9lb. (withdrawal force applied to each lag screw) DIAI@8=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=O.50) CD =1.6 (load duration factor, 2005 NDS) Q=0.8 W'= Q>*Ct*W = (1.6)(0.8)(266 lb./in.) = 340.48 lb./in.(adjusted withdrawal value) Pallow= Dpen*W' = (2.5 in.)(340.48 lb./in) =851.2 lb. Resillts:DEMAND = 363.9 lbs. < CAPACITY = 851.2 lbs. => OK 12/2/20134:22 PM \\peanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 12 of 13 ©Pool Engineering, Inc. 2013 -- I Ill 'Po91.1,14-r I 94+1+M- engineering POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92707-2824 Date: 12/2/2013 Job# 13-2502 SUMMARY: GRAVITY LOADS:DECREASED BY -11.26% ==> OK LATERAL LOADS: _ INCREASED BY 4.46% < 10% ==> OK WIND UPUFT: L . DEMAND = 363.9 lbs. < CAPACITY = 851.2 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 12/U013 4:22 PM Upeanasv2\Pool\Projects\2013\2502-13 Solar Panel - Residential\13-2502 SOLAR PANEL CALCS TO HOUSE.xlsx Page 13 of 13 ©Pool Engineering, Inc. 2013 PROJECT SITE: GUADALUPE MIRAMONTES 1918 ORANGE AVE SANTA ANA, CA 92707 (714) 549-8043 PROJECT SCOPE: 31 X327 ROOF MOUNTED PV MODULES SYSTEM SIZE: 10.137 kW DC STC ARRAY AREA: 546 SF NEW 225A MAIN SERVICE PANEL -PROJECT SITE D 0 00 f 1 ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2010 CA BUILDING CODE 2010 CA RESIDENTIAL CODE 2010 CA ME:IdAIXH€*INC'660 2010 CA ELECTRICAINCODE 2010 CA PLUMBING cd@'6 2010 CA ENERGY CODEfoR 12010 CA FIRE CODE PLANS t ..1 the job ilanges or !i'rom the #LL NOT ECEIVE DEC 12 2013 City of Santa AnaSHEET ORDER PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO PV 2: ROOF PLAN, SECTION DETAIL PV 3: ELECTRICAL LINE DIAGRAM AND NOTES PV 4: ELECTRICAL CALCULATIONS PV 5: REQUIRED SIGNAGE 48 Nt Ape409 " EMLCONDUIT 1 I VICINITY MAP t PV-1 | N ARRAY LOCATION • - Widinger.Ave \,EEdinge[Ave - 0 -,41 0 ENtanford,St 9 0 0 59 E Po a St 50 -na St . ¢i 59 E #deley St ' ' E Eki ¤ 1 K.A-1 roaM & Fabrics e& upholotery '47 E Occ*ent. |St Supply CO 01 .>f j Norr;s drewpl . '., 1AndreWPI .P, --9. 1 .- 1 2 1 HOUSE PHOTO f PV-1 N Supenor Grocers Sal Ana BOOF 1 20 PROPERTY LINE (N)13¥7ODULES (N)34 p. *.*,0***rea unn#ZON (N) INVERTER- ap 1(INSIDE GARAGE) --*-- --;R e- - co 4171' /04.STER i.O. 2.-0 (3 - 1 1 \33 1(N) INVERTER ' - -LA &3 Zone Fi ,E /P r O (112'Drf33E- 0 -X00(1,1 \1, l -88-ro lor- ·v-AN» t. .p¥ LA f DA--E LOAD CENTER .1-1 7-1 - r--T -1-RANSFF'4REDI MY I DATE I (INSIDE GARAGE)1. 11 -O (N) AC DISCONNECT--PLAN# INS li<iliFfC--ION REQUIRED:N b<f ROUGM /r I ' Vt·i L -0 (INSIDE GARAGE) -1 (N)225A MAIN':·:AME (714)I PROPERTY LINE SERVICE PANEL =·I?!296<2te- c.,4 FUTURE REVISIONS. (N)18 PV MQUVUES-O ITEMS CHECKED ·AND CONDtTIONS 9 /-7, - O iNT[:f.:OR TI ONLY '"- > i CR:GR AL. TERATIONS,MODIFICATIONS e fERIALS TO w;TCH EXISTING .dE;·ANG REL:RED ..:..·ii*1- LANDSCAPE PLANS 1 I & O 1 o-c ro-61-3 3 1 SITE PLAN WITH ROOF PLAN i PV-1 I SCALE: 1" = 23'-4" N TITLE: SITE PLAN JOB NO: 20587A DATE: 11/25/13 REV: 00 PV 1 1 1 1 0090 2,1 Wh 3 0 Lk,€ (N) INVERTER, (INSIDE GARAGE) /(N)i" EMT CONDUIT DC SOURCE CIRCUITEXTERIOR ONLY MODULE TYPE, DIMENSIONS & WEIGHT (N) INVERTER, \ 52 / (INSIDE GARAGE) *4'-7" I -.'.I -Ii- (N) 100A SOLAR\4 o LOAD CENTER +24 : : : ' fE . 20..00(INSIDE GARAGE)A .I . 4 1(N) AC DISCONNECT/ [il MODULE TYPE=SUNPOWER SPR-327NE-WHT-D &2 MODULE WEIGHT=41.0LB 2'-6" 1 MODULE DIMENSIONS=61.39"X41.18" = 17.56SF .< . ... 4, *:„UNI·T-:WEIGH+GRMODULES=2.33PSF 0 ROOF 1 PANEL WEIGHT PER ATTACHMENT=24.2LB° [Tl 4 : ! °1 1° 1 ° ° ° PERMIT TYPE:(22228#N,T,-MVEIGHT PER ATTACHMENT=20.5LB 010 10 10 0 0 0 0 00 0(N)225A MAIN/ - MECH GRADING SERVICE PANEL :}ti.PERMIT:CO \ €049 9 ROOF f /(N)36 ATTACHMENTS/ /OCC. C F,CUP B 3 (N)13 PV MODULES /c-@72" O:C: MA*-1 CONF - ---- -'PE -4-_ - , ROOF 2/%1)22 ATTCHMEN]-S/(N)18 PV MODULES COD" 1 -4 - ----4 ../.1 CAc_a-'o\'b T-BOLTn r-MID CLAMP OR 4 END CLAMPhE:*72" O.C. MXX -1 - 2 lSOLAR PANELn --- --21 NOTE: PANEL RACEWAY WILL BE MORE THAN *, FLO'. _.-- . 1¥ ABOVE ROOFTOP.& 4 NOTE: THERE SHALL BE AT LEAST 6" SPACING FLOC ·> .'- CERTIF. REQ'D YES NO BETWEEN PLUMBING SEWER VENTS EXTENDING 0 THROUGH THE ROOF AND SOLAR PANELS MIC;E .,1 2„_1*1,1 0.8 4)< #d-1 ,_SOLAR MOUNT RAILRAL ...:'C ' 1-<1428.87.BAL-1!106*4 6 \1_K 1 ROOF PLAN t 22 r: f·E "IRIANGE NDT U PV-21 7- ALUMI'HUNl RIE(:En -/-L FOOTN r EMZf ARRAY & ROOF INFO FLAT FLASHING COMP. SHINGLE W PLYWOOD ROOF TYPE: COMP U.10(9 m 2%% ROOF FRAMING: 2"x6" RAFTERS @ #AD*£ECTURAL STRUCTURAL <Lue) - 8 ROOF AZIMUTH: 180°ACCEPTED FOR CONSTRUCTION 2 60<1*'-* 33" LAG*BOLT %3%3 ROOF SLOPE: 19°F--i @216 2MINT-PENETRATION 8 WS 1SEPARATE PERMITS ARE REQUIRED FOR - - <--J ELECTRICAL, PLUMBING & MECHANICAL PLANS 2"x6" RAFTERS @24"OIC.l PANEL 1 AREA: 229 SF .This set of plans and specifications must be kept on the 1,3 |TITLE: ROOF 1 AREA: 480 SF at all times and it is unlawful to make any changes ci ,.Iterations on same without written permission from the ROOF PLAN COVERAGE: 48%City of Santa Ana.VICINITY MAP ; he acceptance of this plan and specilications SHALL NOT :e held to permit nor be an approval of the violation of any .rovisions of ANY City Ordinance or State Law. Accepted By ,M- natA -L CiTYOFS-TA ANA I I A- 41 & 1 141 Date Iggued 2 1 CONNECTION DETAIL PV-21 PANEL 2 AREA: 317 SF ROOF 2 AREA: 1060 SF COVERAGE: 30% 1Kod L. LacheR R.C.E. 67656 \Jpool Engineering, Inc. HOUSE PHOTO JOB NO: 20587A DATE: 02/25/13 REV: 01 PV 2 4 .:. for cen*rmalibe to sltructuralia ulations TAG DESCRIPTION 1 ARRAY TO JUNCTION BOX 2 JUNCTION BOX TO INVERTER 3 NVERTER TO SUB PANEL 4 SUB PANEL TO AC DISCONNECT 5 AC DISCONNECT TO MSP 6 EQUIPMENT GROUND 7 EQUIPMENT GROUND ARRAY 1 ARRAY 2 [iS €g- - - J-BOX ' NEMA 3R | L L L L €3 LBOX EMA 3 R |Ni WIRE/CONDUIT SCHEDULE NUMBER OF CONDUCTOR TYPE/SIZE CONDUIT SIZErrYPE NOTES CONDUCTORS #10 AWG PV WIRE 4 NA FREE AIR #10 AWG THWN-2 4 * EMT #6 AWG THWN-2 3 1" EMT #6 AWG THWN-2 3 1" EMT #6 AWG THWN-2 3 i" EMT #8 AWG SOLID COPPER 1 N/A #8 AWG THWN-2 1 1" EMT GENERAL ELECTRICAL NOTES: 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 8 MODULES 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL f WORKING SPACE AROUND THE 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 GROUNDED VIA A CONTINUOUS #10 AWG COPPER CONDUCTOR, GROUNDING CLOPS, 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 OCINTERFACE POWER ONE PVI-6000-OUTD-US INTEGRATED DC 6000W, 96% CEC DISCONNECT 240VAC, 28A ACINTERFACE DC+ Il- L ARRAY 1 DETAILS NO. OF MODULE PER STRING 8+7 NO. OF STRINGS 2 ARRAY WATTS AT STC 4.905kW MAX. VOLTAGE 482.7V ARRAY 2 DETAILS NO. OF MODULE PER STRING 8 NO. OF STRINGS 2 ARRAY WATTS AT STC 5.232kW MAX. VOLTAGE 482.7V SOLAR LOAD CENTER 100A 240VAC g -PT 7 MPPT 112]000 O 3 MODULE SPECIFICATION MODEL NO.SPR-327NE-WHT-D PEAK POWER 327W RATED VOLTAGE (Vmp)54.7V RATED CURRENT (Imp)5.98A OPEN CIRCUIT VOLTAGE (Voc)641.9V SHORT CIRCUIT CURRENT (Isc)6.46A INVERTER SPEC FICATION INVERTER MAKE POWER ONE INVERTER MODEL PVI-6000-OUTD-US MAX. DC VOLT RATING 600V MAX. AC APPARENT POWER 6000W NOMINAL AC VOLTAGE 240V MAX AC CURRENT 28A INVERTER SPEC FICATION INVERTER MAKE POWER ONE INVERTER MODEL PVI-5000-OUTD-US MAX. DC VOLT RATING 600V MAX. AC APPARENT POWER 5000W NOMINAL AC VOLTAGE 240V MAX AC CURRENT 23A NEW COMBINATION MAIN SERVICE PANEL 225A, 240VAC, 1 PH NOTE: A CENTER-FED BUS WILL NOT BE USED - 200A 1.1 NOTE: UNDERGROUND UTILITY 40A ./. 09 C] L2 0 Nll r DCINTERFACE POWER ONE PVI-5000-OUTD-US INTEGRATED DC 5000W, 96% CEC DISCONNECT 240VAC, 23A ACINTERFACE / V 30A 4 MPPT 1 MPPT MPFT 1 Ll •m AC DISCONNECT 15A 240VAC, 100A .-I NEMA 3R, UL LISTED / SMSDATA 70A FUSES LOGGER- 4 ®V V I =2-352 -INTERACTIVE CIRCUIT | BREAKER WlLLBEPLACEDAT *- EXTREME END OF BUSS 1 OA *. /OPPOSITE UTILITY SUPPLY L2 Ll N L NEW GROUNDING ROD WITH #4 AWG BONDING ARMORED GROUNDING (8.AG.) ANDB" COPPER ROD NOTE: WHEN METALLIC CONDUIT IS USED IT MUST BE BONDED AT BOTH ENDS. 7 -3 - TITLE: dNON Ll 1.2 SINGLE LINEUTILITY Bl-DIRECTIONAL DIAGRAM ELECTRIC METER _LNEWGROUNDING CONDUCTOR WATH#4 - AWG BAG. ANDt COPPER ROD (NEW 225 AMP SERVICE REQUIRES 4 AWG CONDUCTOR TO A 10FT. RUN OF UNDERGROUND METAL WATER PIPE. BOND ON JOB NO: 20587A THE OUTSIDE OF STRUCTURE AT THE POINT OF ENTRANCE, OR WITHIN THE FIRST 5 FEET AS IT ENTERS THE BUILDING. IF AN DATE: 02/25/13 UNDERGROUND METAL WATER PIPE FEEDS A 2ND BUILDING, IT MUST ALSO BE USED.) REV: 01 PV 3 ELECTRICAL CALCULATIONS FOR PVI-6000-OUTD-US OPERATION VOLTAGE= 8 X 54.7= 437.6 V OPERATING CURRENT= 2 X 5.98= 12.0 A MAX PV VOLTAGE & CURRENT CALC'S FOR PVI-6000-OUTD-US RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°CT -0.1766 OPEN CIRCUIT VOLTAGE(Voc): 64.9 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) (-0.1766)x(-(25-(2))x8)+(64.9x8)= 551.7 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25 x Isc x # STRINGS 1.25 x 6.46 x2= 16.2 A DC CONDUCTOR AMPACITY CALC'S # OF STRINGS PER INVERTER: 2 # OF INVERTERS PER CONDUIT: 2 (FROM ARRAY TO INVERTER) 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 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER): 1.25 x 1.25 x Isc x# PER STRING 1.25 x 1.25 x 6.46 x1= 10.1 A ELECTRICAL CALCULATIONS FOR PVI-5000-OUTD-US (MPPT 1) OPERATION VOLTAGE= 8 X 54.7= 437.6 V OPERATING CURRENT= 1 X 5.98= 6.0 A MAX PV VOLTAGE & CURRENT CALC'S FOR PVI-5000-OUTD-US (MPPT 1) RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°C): -0.1766 OPEN CIRCUIT VOLTAGE(Voc): 64.9 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) (-0.1766)x(-(25-(2))x8)+(64.9x8)= 551.1 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25xlscx#STRINGS 1.25 x 6.46 x8= 8.1 A ELECTRICAL CALCULATIONS FOR PVI-5000-OUTD-US (MPPT 2) OPERATION VOLTAGE= 7 X 54.7= 382.9 V OPERATING CURRENT= 1 X 5.98= 6.0 A MAX PV VOLTAGE & CURRENT CALC'S FOR PVI-5000-OUTD-US (MPPT 2) RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°C): -0.1766 OPEN CIRCUIT VOLTAGE(Voc): 64.9 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) (-0.1766)x(-(25-(2»xD+(64.9x7)= 482.7 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25 x Isc x # STRINGS 1.25 x 6.46 x 1 = 8.1 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 *3 0 0.76 x 0.8 x 40 = 24.3A > 10. lA O.K.NJ E S} AC CONDUCTOR AMPACITY CALC'S (FROM INVERTER TO MSP) # OF INVERTER: 2 & r JEXPECTED WIRE TEMP. (°C): 31 0 0 0 TEMP. CORR. PER NEC TABLE 310.16: 0.96 CIRCUIT CONDUCTOR SIZE: AWG 6 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 CIRCUIT CONDUCTOR AMPACITY: 75A 18 REQUIRED CIRCUIT CONDUCTOR AMPACITY g PER NEC TABLE 690.8(B):O 6 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER ..&>g (1.25 x 23) + (1.25 x 28) = 63.8A W $16< DERATED AMPACITY OF CIRCUIT CONDUCTOR b %151 PER NEC TABLE 310.16 661 302:2 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. :32=3 O- 0-05 PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 TITLE: 0.96 xlx75 =72.0A >63.8A O.K. 70A PV BREAKER WILL BE PROVIDED CALCULATION BACKFED 120% RULE PER NEC 690 120% x BUS RATING>=MAIN BREAKER + PV BREAKER 120% x 225A>=200A+PV BREAKER JOB NO: 20587APV BREAKER <= 70A DATE: 02/25/13 70A<= 70A O.K.REV: 01 PV 4 REQUIRED SIGNAGE 1. LABEL FOR SOLAR DC DISCONNECT: 690.14(C)(2) SOLAR DC DISCONNECT 2. LABEL FOR SOLAR DC DISCONNECT: 690:53 PVI-6000-OUTD-US OPERATING CURRENT: 12.0 ADC OPERATING VOLTAGE: 437.6 VDC MAXIMUM SYSTEM VOLTAGE: 551.7 VDC MAXIMUM SYSTEM CURRENT: 16.2 ADC MPPT 1 FOR PVI-5000-OUTD-US OPERATING CURRENT: 6.0 ADC OPERATING VOLTAGE: 437.6 VDC MAXIMUM SYSTEM VOLTAGE: 551.7 VDC MAXIMUM SYSTEM CURRENT: 8.1 ADC MPPT 2 FOR PVI-5000-OUTD-US OPERATING CURRENT: 6.0 ADC OPERATING VOLTAGE: 382.9 VDC MAXIMUM SYSTEM VOLTAGE: 482.7 VDC MAXIMUM SYSTEM CURRENT: 8.1 ADC 3. LABEL FOR JUNCTION BOX: 690.35(F) 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 0: g5. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2)-3 5 900 20 - unfOSOLAR AC DISCONNECT 0- LU Of 6. LABEL FOR INSIDE MAIN SERVICE PANEL: 690.64(B)(7)n E WEE 5 PE ri 0-9WARNING!92#Flf SOLAR POWER! DO NOT MOVE THIS CIRCUIT BREAKER!O D CO o Ct I. 0004-0, FIRE DEPARTMENT REQUIRED SIGNAGE 7. 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 MATERAL. 0 AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN -15 WITH THE FOLLOWING WORDING: . - LO CD O M e= iCAUTION - SOLAR ELECTRIC SYSTEM CONNECTED 2 ' O 0 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 E JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING n h 9 2WORDING:.. 5;g ti amaeCAUTION <W 0 -90-ZsySOLAR CIRCUIT 6 =:=* 611 ao;ELE MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS 05 D-« O- CD=cobAND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. TITLE: SIGNAGE JOB NO: 20587A DATE: 02/25/13 REV: 01 PV 5 t ... A 1 7/1 9 1 412 © ©Fq n(yt-- C© leo A9 + SUNPOWER 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market today, providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's unique MaxeonTM cell technology and advanced module design ensure industry-leading reliability MAXEONTM CELL TECHNOLOGY Patented oil-back-conrad solar cell, providing the industry's highest efficiency ond reliability E20/327 SOLAR PANEL THE WORLD'S STANDARD FOR SOLARTM SunPower'A E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonTM cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE THIN FILM CONVENTIONAL 98 9&1 4%2) SERIES SERIES SERIES sunpowercorp.com cus SERIES 18% -- 5 C .0 C SUNPOWER E20/327 SOLAR PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA 1-V CURVE Meowred al Standard Test Conditions ISTC]: irradiance of 100OW/m; AM 1.5, and cell temperature 25' C Peak Power (+5/-3%)Pmax 327 W Cell Efficiency Panel Efficiency Rated Voltage Rated Current Open Circuit Voltage Short Circuit Current Maximum System Voltage Temperature Coefficients Power (P) -0.38%/K 7 100™Lmiat50'C - -- 6 1000 w/m'-4%\ 70 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. 22.5 % 5 20.1 %ir 4 800 W/ne VmPP 54.7 V U 500 W/mw mpP 5.98 A 2 VOC 64.9 V 1 200 W/mi 6.46 A 0 SC 0 10 20 30 40 50 60UL600 V Voltage {Voc]-176.6mV/K Current ('SC)3.5mA/K TESTED OPERATING CONDITIONS NOCT 45° C +/- 2° C Series Fuse Rating Grounding 1 Solar Cells | Front Glass Junction Box Output Cables ' Frame I Weight Temperature -40° F to +185° F (- 40° C to + 85° C) 20 A 113 psf 550 kg/m' (5400 Pal, front le.g. snow)Positive grounding not required Max load w/specified mounting configurations MECHANICAL DATA · 50 ps, 245 kg/m, (2400 Pa) front and back{e.g. wind) 96 SunPower MaxeonTM cells High-transmission tempered glass with Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) anti-reflective (AR) coating 1 IP-65 rated with 3 bypass diodes | WARRANTIES AND CERTIFICATIONSDimensions: 32 x 155 x 128 mm 1000 mm cables / Multi-Contact (MC4) connectors Warranties 25-year limited power warranty Anodized aluminum alloy type 6063 (black)10-year limited product warranty 41.0 lbs (18.6 kg)Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS MM (A} - MOUNTING HOLES (B) - GROUNDING HOLES (IN)12X 06.6 [.26]IOX 04.2 1.171 3081 -- -- 2X It.0..43] -- 2X 577 [22.701 -180 7.071 - -4 322[12.69] -4X 230.8 [9.09 1 -] - 00000000:00 1 1 0000:000:00 '11111111111.·2. 1 IIIIIITIIIIE 5 - TYTYTTYYYTTI=BH / O 0.111 AAA vvv 00000000 ENDS- 65666666666- 1 •_1 A VVIVV V V .11111111111, 0 L . ... - - 1559:61.39. 4641.80 - -915[36.02; 1200247.24: 12[.47' -|-IS35 60.45: Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. © 2011 SunPower Corporation. SUNPOWER, the SurPower logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON cre trodemark. or regislered trademarks of SunPower Corporation in Ihe US and othe, countries as well. All Rights Reserved. Specifications included in Ihis dalasheet are subiect lo change without notice. sunpowercorp.com Document #001·65484 Rev*B / UR_EN CSII_316 L A Power-0.e, _ Renewable Energy Solutions AURORA PVI-5000-OUTD PVI-6000-OUTD 07=SSS@Slf"&11311;VA, GENERALSPECIFICATIONS I OUTDOOR MODELS E :,r . N .Y . 21 ... ,0.2 . f %31':44...., f 4 V t ./ . Designed rfor residential ind small cdmmercial PV ' 0 Installationi, 'this Inverter lills , spednc niche IN the Aurora product line to cater for those installations producing between 5kW and 20kW. ' This inverter has all the usual Aurora benefits, including dual input section to process two strings with independent MPPT, high speed and precise MPPT algorithm for real-time power tracking and energy harvesting, as well as transformerless operation for high performance efficiendes of up to 97.1%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size.This outdoor inver- ter has been designed as a completely sealed unit to withstand the harshest environmental conditions. . G b AURORA 0 tFeatures -.- 1- • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPP tracking, allows optimal energy harvesting from two sub-arrays oriented in different directions • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range • Outdoor enclosure for unrestricted use under any environmental conditions • RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP / awlit@]:,SUR[7 0 I BLOCK DIAGRAM OF PVI-5000-OUTD AND PVI-6000-OUTD FOR NORTH AMERICA IN1 IN1 INIC-) ¤- INVERTER BULKCAPS CDC,/AC) i UNE GRID PARALLEL 1 FILTER RELAY INI{+) Cl- ... 112 IN2 C ON U RESIDUAL- CURRENT DETEGON 1 ) ..9..' -1-- e -S VERSION 1 R5485Y2 -T/R RTN REMOTE CONTROL ' GROUND FAULT ' DETECTION MPPT 1 (DC/DC) MPPT 2 (Dc/DC) ALARM CONTROL CIRCUIT Block Diagram and Efficiency Curves N.C N.0 PVI-6000-OUTD-US PVI-6000-OUTD-US 100 98 I 97} 971 96.8 96,5 96,2 95,9 9, 94 L_] 95,695.3 95 94794.4 94,1 /- 93,8 , 93.592 -345 Vdc 93.2 91 92.9- 480 Vdc 97,f, 0% 1096 20%30% 40% 50% 60% 70%80% 90%100% i 1 10% 480 400 345 300 1! JU 2096 3096 5096 75%10096 9: of Rated output /ower 1 MPPT Vottage IVI 9 1 9 mIEFANNE TECHNICAL DATA Rated Grid AC Voltage Ilnput Side IDC) Maximum Usable Power for Each Channel MPPTVoltage Range Start- Up Voltage Absolute Maximum Voltage (Vmax) Maximum Current (Idcmax) for both MPPT in Parallel Maximum Usable Current per Channel Number ofWire Landing Terminals per Channel Number of Independent MPPT Channels Array Wiring Termination I Output Side (AO Grid Standard Nominal Power Voltage Range (Vmin-Vmax) Grid Frequency; Range" Maximum Current {lac, max) Power Factor Total Harmonic Distortion At Rated Power 1 Emciency Maximum Efficiency CEC Efficiency 1 Operating Parameters Consumption in Stand By (Night) Consumption During Operation Topology 1 Mechanical Specifications EMosure rating Cpoling Conduit Connections Grid Wiring Termination Type ?!mensons-(W/HO) Unit Weight Shipping Weight Mounting System l Environmental AmblintAir T,meefajure_Range Accoustic Noise Emission Level Relative Humi¢!Fy --, Values PVI-5000-OUTD-US V 208 ' 240 |277 W 4000 V 200-530 V 200 (adj. 120-350) V 600 A 36 A 18 1 2 Screw terminal block 3 Knock-Outs: 1 16°or 1 ° (w/ Ring Reducer.) 10/2W or Split-0/3W W 5000 V 183-228 |211-264 |24+304 Hz 60;(59.3-60.5) A 27 |23 ; 20 > 0.995 % <2 97.1 96 ! 96.5 96.5 1 W"PMS <8.0 ' WRMS 20 Transformerless NEMA 4 Natural Convection frade -size KEs: deixihi and (2ea x 1 -1/4",3 places side, front, rer) _ _t Screw Terminal Block 5ingle wire, 90°C terminal wiring fllfoy.0 12.8 x,ji.*8:7(jjii®-2 -x-223.) !®ig) LI 0-_t - --<59.5 (27.0) lbs_(kg)78(15.4) Wall bracket . FC°q) _ _ -13+140 (-25-+60) wjlb.#ratingabove 12-50) dbAel m <50 %RH 0-100 condensing PVI-6000-OUTD-US 208 |240 1 277 4000 200-530 200 (adj. 120-350) 600 36 18 1 2 Screw terminal block 3 Knock-Outs: 1 92*or 1 '(w/ Ring Reducer) 10/2W or Split-0/3W 6000 183-228 |211-264 244-304 60,(59.3-60.5) 30 1 28 | 24 > 0.995 <2 97.1 96 96.5 96.5 1 <8.0 20 Transformerless NEMA 4 Nat,!91 Convection -*ade size KOs: Deaki/il and (2ea x 1-1/413 places 5ide, front, rear) _ __ ._ ScrewTerminal Block Single wire, 90°C terminal wiring 12.8 x41.4xi?(325 xl-22 x2#). _f 78 (35.4) Wall bracket -1_3.„+140 (-5,.,+69)-w)th derfting abOYel 22 (59) < 50 0-10Q _c#r.de@Ag Maximum Operating Altitude without Derating Protection Devices Output Antid,landir-glmtedign External AC OCPD Rating Over-Voltage Protection Type ilnput Reverse Polarity Protection Maximum Short Circuit Current Limit per Channel Over-Voltage Protection Type PV Array Ground Fault Detection DC Switch Current Rating (Per Contact) Isolation Level Safety and EMC Standard Safety Approval Features- Communication User-Interface (Display) Remote Monitoring (1 xRS485 incl.) Wired Local Monitoring (lxRS485 incl.) Wireless Local Monitoring Standard Warranty Available Models Standard- With DC Switch- Floating Array ·All data is subject to change without notice '* Adjustable low trip point to 57Hz, Contact manufacturer for details ft(m)6560(2000) According to UL 1741/IEEE 1547 ARM; 35 30 25 Varistor, 2(L-N/L-PE) Yes A 22 Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) AN 25 / 600 Transformerless (Floating Array) UL 1741,CSA -C22.2 N. 107.1-01 cCSAus 16 characters x 2 lines LCDdisplay AURORA-UNIVERSAL (opt.) PVI-USB-RS485_232 (opt.), PVI-DESKTOP (opt.) PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt.) Years 5 PVI-5000-OUTD-US 6560(2000) According to UL 1741/IEEE 1547 40 35 30 Varistor, 2(L-N/L-PE) Yes 22 Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) 25/600 Transformerless (Floating Array) UL 1741, CSA- C22.2 N. 107.1-01 cCSAus 16 charactersx 2 lines LCD display AURORA-UNIVERSAL (opt.) PVI-USB-RS485_232 (opt.), PVI-DESKTOP (opt.) PVI-DE5KTOP (opt.) with PVI-RADIOMODULE (opt) 5 PVI-6000-OUTD-US - . -T- A nneR, ¢lCULE.v.,pu__-_-1 •7:2.1 -. . r.' OG. www.power-one.com Power-One Renewable Energy Worldwide Sales Offices Countrv Name/Reaion Teleohone Australia Asia Pacific +61 2 97353111 China Asia Pacific +8675529885888 ext.5588 Singapore Asia Pacific +6568963363 France Europe 00 800 00287672 Choix n°4 Germany Europe +49 7641 955 2020 Italy Europe +39055 9195 396 Spain Europe +34629253564 United Kingdom Europe +441903823323 Dubai Middle East +971 501004142 Canada North America +1877261-1374 USA East North America +1877261-1374 USA Central North America +1877261-1374 USA West North America +1877261-1374 8 20IED]:MlliA[o) , Email sales.australia@power-one.com sales.china@power-one.com sales.singapore@power-one.com sales.france@power-one.com sales.germany@power-one.com sales.italy@power-one.com sales.spain@power-one.com sales.UK@power-one.com sales.dubai@power-one.com sales.canada@power-one.com sales.usaeast@power-one.com C sales.usacentral@power-one.com sales.usawest@power-one.com tv.1 ..:.-labl Ver. 2011-03.1-US - All products are subject to technical improv#m#htf*ltlidot,Mt#% 0 . SOLARMOUNT Technical Datasheets :1: UN IRAC A HILn GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Qt (hidden:.sp ([*., Up Clip4 Y 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 1/7-20 ASTM F593 bolt, one 1/7-20 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 Transverse, Xi 1128 (5019)329 (1463)3.43 497 (2213)0.441 Sliding, Zt 66 (292)27 (119)2.44 41 (181)0.619 Dimensions specified in inches unless noted B "UNIRACSOLARMOUNT Technical Datasheets ..... A HILII GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 0, 302103C, 302104D, 3021050, 302106D r, 19'id Clemp'. Bolt flae iv*. 4, eam 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 W"-20 T-bolt and one 1/11,-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 DtSTANCE -L- 2 Y A --X 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, 3020050 302006C, 302006D, 302007D, 302008C, 3020080 302009C, 3020090, 302010C, 302011 C, 302012C -€ Serrated Flange Nut ™ 11 Y A L.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 (26g) 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 W-20 T-bolt and one W'-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 Olt Eff#Clamp 1.5 .iMozl WITH )400*AE , THIOINESS : Dimensions specitted-•unches-unless-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, ZE 63 (279)14 (61)4.58 21 (92)0.330 Sliding, Xi 142 (630)52 (231)2.72 79 (349)0.555 a SOLARMOUNT Technical Datasheets :F UNI RAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D L-Foot material: One of the following extruded aluminum alloys: 6005- TS, 6105-TS, 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 - 3.01 n AOT FOR 1 '4 HAADWARE i 7 1 J ¢ 1 0 L · 201 - H 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, Z+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:t 486 (2162)213 (949)2.28 323 (1436)0.664 9 e SOLARMOUNT Technical Datasheets :F UNI RAC A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 Approximate Weight (per linear ft) pif 0.811 Total Cross Sectional Area in2 0.676 Section Modulus (X-Axis) in3 0.353 Section Modulus (Y-Axis) ina 0.113 Moment of Inertia (X-Axis) ir,4 0.464 Moment of Inertia (Y-Axis) ir,4 0.044 Radius of Gyration (X-Axis) in 0.289 Radius of Gyration (Y-Axis) in 0.254 SLOT FOR T-BOLT OR 14" HEX HEAD SCREW 1.316 SLOT FOR T-BOLT OR 4" HEX HEAD SCREW 2X SLOT FOR SLOT FOR - BOTTOM CLIP nn BOTTOM CLIP 3.0 1.271 1.059 0.898 0.221 1.450 0.267 1.170 0.502 --1.728-- 3.CO( SLOT FOR - 6" HEX BOLT 6" HEX BOLT SLOT FOR r 1.385 .387 -V 1, , .750 -- 1.207-4 - 1.875 -Y Y A- 4 ...-- X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted :i: UNIRAC Unirac Code-Compliant Installation Manual SolarMount Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. If beams are installed perpendicular to the eaves on a roof steeper than a 4/12 pitch in an area with a ground snow load greater than 30psf, then additional analysis is required for side loading on the roof attachment and beam. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, p„et. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8, the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load Figure 3. Rail span andfooting spacing are interchangeable. 'O The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadi, S (psf), Design Wind Load, pnet 0,€f) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 1 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). Use the following equations or Table 7. P (pff) = 1.OD + 1.0S1 (downforce case 1) P (psf)= 1.OD + 1.Opnet (downforce case 2) P (mO = 1.OD + 0.75S1 + 0.7*net (downforce case 3) P (psf) = 0.6D + 1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positivefor downforce, negative for uptift) The maximum Dead Load, D (psf), is 5 vs.f based on market research and internal data. 1 Snow Load Reduction - TIle snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a.function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. / 9 nerpendicularL Page Note: Modules must be centered symmetrically on the rails (+/-29, as shown in Figure 3. 10 SolarMount Unirac Code-Compliant Installation Manual :FUNIRAC Table 7. ASCE 7 ASD Load Combinations Description Variable ,Downforce Case / M Downforce Case 2 Downforce Case 3 upt,8 units Dead Load D 1.0 x Snow Load S 1.0 x + Design Wind Load Pnet Total Design Load P 1.0 X 1.0 X 0.6 x psf 0.75 x + psf 1.0 x +0.75 x +1.0 x - psf psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rait w CPU) Determine the Distributed Load, w (plf).by multiplying the module length, B (ft), by the Total Design Load, P (psD and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w = PB/2 w = Distributed Load (pounds per linear foot, pif) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Table 8. L-Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Step 3: Determine Rail Span/L-Foot Spacing Using the distributed load w, from Part II, Step 2, look up the allowable spans, L, for each Unirac rail type, SolarMount (SM) and SolarMount Heavy Duty (HD). The L-Foot SolarMount Series Rail Span Table uses a single L-foot connection to the roof, wall or stand-off. Please refer to the Part III for more installation information. Span Dbuibuted Load (pounds/linear foot) m) 20 25 30 40 50 60 80 I 00 120 140 160 180 200 220 240 260 2 SM SM SM SM SM SM SM SM 2.5 SM SM SM SM SM SM SM SM 3 SM SM SM SM SM SM SM SM 3.5 SM SM SM SM SM SM SM SM 4 SM SM SM SM SM SM SM SM 4.5 SM SM SM SM SM SM SM SM 5 SM SM SM SM SM SM SM SM 5.5 SM SM SM SM SM SM SM HD SM SM SM SM SM HD HD HD SM SM SM HD HD HD HD HD HD 22_1 SM SM SM SM SM SM SM SM SM SM HD HD SM HD HD HD HD HD HD HD Il--·-E--1HDHD HD 0 6 SM SM SM SM SM SM SM HD HD 6.5 SM SM SM SM SM SM SM HD HD 7 SM SM SM SM SM SM HD HD 7.5 SM SM SM SM SM SM HD HD 8 SM SM SM SM SM SM HD HD 8.5 SM SM SM SM SM 1 HD HD 9 SM SM SM SM HD HD HD 9.5 SM SM SM SM HD HD HD I 0 SM SM SM AD HD HD HD 10.5 SM SM SM HD HD HD 11 SM SM HD HD HD HD 11.5 SM HD HD HD HD HD I2 SM HD HD HD HD HD Page 11 :FUNIRAC Unirac Code-Compliant Installation Manual SolarMount Step 4: Select Rail Type Selecting a span and rail type affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's responsibilitv to verifv that the building structure is strong enouth to support the point load forces. Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1,2or 3): P Module length perpendicular to rails: B Rail Span:L Downforce Point Load: R Step 5: Determine the Downforce Point Load, R Bbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R Obs), is determined by multiplying the Total Design Load, P (psf)(Step 1) by the Rail Span. L OV (Step 3) and the Module Length Perpendicular to the Rails, B Ut)divided by two. R (lbs) = PLB/2 R = Point Load (lbs) P = Total Design Load (psD L = Rail Span Ut) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. psf Step I x ft x ft Step 4 fl lbs e Page 12 SolarMount Unirac Code-Compliant Installation Manual :1:UN I RAC Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R Cbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift): P psf Step I Module length perpendicular to rails: B x ft Rail Span: L x ft Step 4 Il Uplift Point Load: R lbs Table 12. Lag pull-out (withdrawal) capacilies (lbs) in typical roof lumber (ASD) Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir, Redwood (close grain) Hem, Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) Lag screw specifications Speciftc 1/16" shaft* gravity per inch thread depth 0.50 266 0.46 235 0.46 235 0.43 212 0.46 235 Thread 0.55 307 depth 0.42 205 0.50 266 Use Table 12 to select a lag bolt size and embedment depth to satisfy your Uplift Point Load Force, R (lbs), requirements. Divide the uplift pointload (from Table 11) by the withdrawal capacity in the 2nd column of Table 12. This results in inches of 5/16 lagbolt embedded thread depth needed to counteract the uplift force. If other than lag bolt is used (as with a concrete or steel), consult fastener mfr r , . .Idocumentation. It is the installer's responsibility to verify that the substructure and attachment method is strong enough to support the maximum point loads calculated according to Step 5 and Step 6. Sources:American Wood Council, NDS 2005,Table 11.2A, 11.3.2A Notes: (/) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag boks must be located in the middle third Of the structural member. (3) These values are not va/id for wet service. (4) This table does not inciude shear capacities. lf-necessary, contact a /ocd engineer to specifiy lag bok size widl regard to shear fbrces. (5) install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrowal design values for log screw connections shal! be multiptied by applicable adjustment factors if necessary. See Table / 0.3. / in the American Wood Counci/ NDS for Wood Construction. *Use flat washers with lag screws. e Page 13 lIC=* 2£9 inc STRUCTURAL ENGINEERS January 20,2011 UniRac 1/2 \ 1411 BroadWay Boulevard NE 11@1 1 Albuquerque, New Mexico 87102-1545 d / Fo. S3878 TEL: (505) 242-6411 * M. k21-13 FAX: (505) 242-6412 § 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 Inteinational 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 yoy have any questions on the above, do not hesitate to call. Since-ely, Paul Zacher, SE - President 8137 Sunset Avenue, Suite 120 • Foit Ooks, CA 95628 + 91 6.961.3960 + 916.961.3965 1 + WWW.P 5 .(OH 0 3/8-16 X 3/4" SS HEX BOLT [ 3/8-16 SS FLANGE NUT -4 \ 3* 1. --C> r 6105-T5 ALUMINUM \ 1.-5 4 ® ®8 U N - RAC ©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 S:\Aul,)Co,:1 Del,:iiI Librory\CAD\UNIRAC-310:68_21,1 Set-r,]led L Fool.clwg, 6/24/2008 1:44:32 PM FLANGE NUT END CLAMP e RE--TOP MOUNTING FLANGE NUT CLAMP / UGC- CLIP r/4 MID CLAMP T-BOLT. T-BOLT SOLAR MOUNT RAIL - [-1 210 T-BOLT UGC-1 CLIP RAIL Installation Detail © 2008 UNIRAC, INC. 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA PHONE 505.242.6411 UNIRAC.COM URASSY-0006 SolarMount Rail Top Mounting Clamp Universal Grounding Clips \Autocad Det,:iiI Librory\CAD\URASSY-0006_Solar Mount Rail-UGS-1 Clip-Top LA:,unt 01,]mi).dwg, 8/22/2008 9.47:.53 AML0 SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC-1 /9. Nib 1.m M, Top , ounting - 1 :lamps 1, odule T-bolt Intertek Conforms to UL Standard 467 ..4-L. uGC-1 .14-6 1 1 Figure 26. Slide UGC-1 grounding clip into top mountingslot OfraiL Torque modules in place on top of clip. Nibs will penetrate rail anod- ization and create groundingpath through rail (see 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 rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel flat washer on the bolt, oriented so the dimples will contact the aluminum rail Place the lugportion on the bolt and stainless steel,flat 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. Figure 28. UGC-1 layoutforeven and odd number ofmodules in row, '0(" denotes places to install UGC-1. LJ r- Even Number OfModules in row C J. I Odd Number ofModules in row ...1 1 1 RAC A HILTI GROUP COMPANY Pub 110617-2cc June 2011 © 2011 by Unirac, inc. All rights reserved. Classic Composition Mount I QMSC 12.0 . .5 ITEM NO. *26 -RACKING COMPONENTS5 Ir--NOT INCLUDED I A m 8 I 60 -- 16.0 ' 2 \€ 1 -11.51-DESCRIPTION QTY. r 11 4 11 1 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, 5/1-6-18, SS 2 6 Washer,.296"ID x 7/8"ODk 1/8" Thick. EPDM 1 7 Washer, Fender, 5/16" X 1", SS 1 8 Washer, Split-Lock, 5/16", SS 1 Quick Mount PV TITLE: 3.0 QMSC: Classic Compostion1 - Mount *Available in mill, clear anodized, and dark bronze anodized finsihes. '*OPEETAIY AND CONADENTIA':#*.*mA?21:?2':8&82:%1&'26%*--I MOUNT PV. ANY REPRODUCIION PARIOR I DO NOT SCALE DRAWING 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: FRACHONAL :1/16 ONE PLACE DECIMAL z.1 TWO PLACE DECIMAL :.01 2 SIZE DRAWN BY:JDA REV A DRE 3/8/2012 4 SCALE: 1:4 WEIGHT: 1.14 |SHEET 1 OF 1 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 or other 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® quick Mount PV® Classic Composition Mounting Instructions 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. 2 iJ t..1 L , ..1 Fi Locate, choose, and mark centers of rafters to be Carefully lift composition roof shinglewith roofing Slide mount into desired position. Remove any mounted. Select the courses of roofing where bar, just above placement ofQuick Mount.nails that prevent getting the mount flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilling. 4 6 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 after, 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 rafter, tightening to a solid snug fit. * 7 A 9/41 You are now ready for the 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. Please consult the 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 rackof 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