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13080082 • CITY OF CUPERTINO . FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 20776 Dunbar Dr DATE: 08/12/2013 REVIEWED BY: Sean ,t.r r ' APN: BP#: *VALUATION: $36,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration/Repair PRIMARY SFD or Duplex PENTAMATION SOLAR-RES USE: p PERMIT TYPE: 4 WORK Roof Mounted photovoltaic system with (38) modules and 9.5KW. SCOPE ilech. Plan Check 1 Plumb.Plan Cheek 1 I Plea..Plan Check I I Mach.Penn it Fee: Plumb.Permit Fee: Elec Permit Fee. Other aleck.Insp. I Other Plumb Insp. Other P1ec.Insp. n .deck.Insp.Fee: Plumb. Insp.Fee: 1 Flee.Insp. Fee: NOTE:This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc.). These fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'l info. FEE ITEMS (Fee Resolution 11-053 Ea' 7/1/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 1 # Alternative Energy System Supp1.PC Fee: 0 Reg. 0 OT 0.0 hrs $0.00 $229.00 1PHOTOVRES Photovoltaic System .1 PME Plan Check: $0.00 Permit Fee: $0.00 Supp1. Insp.Feer Reg. 0 OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME.Permit Fee: $0.00 Construction Tax: Administrative Fee: Work Without Permit? 0 Yes Q No $0.00 0 Advanced Planning Fee: $0.00 Select a Non-Residential 0 Building or Structure Travel Documentation Fees: i Strong Motion Fee: 1BSEISMICR $3.60 Select an Administrative Item Bldg Stds Commission Fee: 1BCBSC $2.00 k 5 _ $5.60 $229.00 .7- $234.60 Revised: 07/01/2013 Building Department City Of Cupertino 10300 Torre Avenue I9, 'Cupertino, CA 95014-3255 C O P E RT I N O Telephone: 408-777-3228 Fax: 408-777-3333 CONTRACTOR/SUBCONTRACTOR LIST JOB ADDRESS:OZO 776 DC a .r- I PERMIT# OWNER'S NAME: We � 'id �' PHONE# GENERAL CONTRACT R(Q f WCs(/' (� BUSINESS LICENSE# ADDRESS: � im` if ark \ WV`—e... CITY/ZIPCODE *Our municipal code requires all businesses world g in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL 0 U.;ANY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL `ABC I TRACTORS HAVE OBTAINED-A"CITY F CU ERTINO BUSINESS LICENSE. I am not using any subcontr, tors: I / Signature Date Please check applicable su u ntrac ! and complete the following information - V SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring/Carpeting Linoleum/Wood Glass/Glazing Heating Insulation Landscaping Lathing Masonry Painting/Wallpaper Paving Plastering -- Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner/Contractor Signature Date Dunbar Drive Site Plan Roof Mount Solar Array Project (E) Main Panel Description 1.5' min setbacks from *0776 Dunbar Dr, Cupertino, CA 95014 _ all hips and valleys (N) Enphase 1. Panels: 39 ReneSola JC250M-24/Bb RGM _ 2. Inverters:39 Enphase M215-60-2LL-S2x 3. Monitoring system with inverter (N)AC Load All, 1\\\\ #_ 4. No battery back-up systems Center a 5. Standard Components include: racking and mounting ! components,wiring, conduit, and over-current i " "• k DEVEELO �RT"1d NT protections i $ 911 1 NG DM$I9�N1F'ERTINO 6. All supplied equipment is UL listed. i ,� ROVEDL '' 7. Equipment to be installed per listing or labeling and NEC _ Phis set plans an _.._.._.._.._.._. pb site puri and CEC 690 requirements. i �nstrctton. n Is unlawful to make ► 8. All Metal parts of module frames,equipment,and or alterations on same, or to deviate without a conductor enclosures will be grounded. _ � 1111!ll:/ PProval from the 8uildin�Official 9. All outdoor wiring will be weather rated. , 10. Electrical Main Panel, inverters and controller panels ! *n0 of,Ihis pian and specifitsiorts SHNl(r01 O p t.._. _ permit or to be an approval of the violation will be labeled with warning labels. -1 , of am Ision of ants City O finance or State Law External Conduit Run A.5 9 BY �� G 1s � 9n DATE i m PERMIT i► ,Zaet __a_�_ 46' 1" - I a i m 44, 8.11)I:OT PSS i a CHECKED BY i ° a DATE ► -t,., System Size Rating 14 ReneSola JC250M-24/Bb STC Rating 9.5 kW Portrait oriented I a �s .„. . CEC-AC Rating 8.21 kW 64"x39" i 6 PLAN G D Elevation cks s.• �s .._.._.._.._.._.._..j System Totals: Point Loading: Panels 1520Ibs #of Loading Points 56 cp BLDG. DEPT. �� Racking 280Ibs LBS/Load point 36.38 Standoffs(loading points) 70Ibs m Inverters(if Micro) 167.21bs Sq.Ft 665.69 Total Array Weight 2037.2Ibs lbs/sq ft 3.06 -1 /.�I----11' 2" —01 /114 ►'-22' 11" 17 ReneSola JC250M-24/Bb Jurisdiction 7 ReneSola JC250M-24/Bbv +r Portrait oriercL 64"x39" �.11 ' Rr)N� City of Cupertino Portrait oriented i +* , rrflaing pepartment 64 x39 ' i I k t � __:F AUG a r:: 2013 RFvfPk,�Ilr'i_i F oR �^ 4 L r).E COMPLIANCE Wenping Lee Complete Solar Solution COMPLETE SOLAR SOLUTION,INC.lie , ewed By �. 11 20776 Dunbar Drive 1065 E.Hillsdale,Suite 308 License#961988 I B,C-10,C-46 I Exp.6/30/15 Site Plan Foster City,CA 94404 Cupertino, CA 95014 COMPLETE 650-249-4478 SIMON R. WOOLEY/R.M.O. p - s°'" So'g"°°- Approved:... 6.04,.......3,e,........__ Date: 8/6/2013 408-252-3175 1065 E.Hillsdale Blvd.,#308 -Foster City,CA 94404 Key Notes 1. Solar Panels: 38 ReneSola JC250M-24/Bb 0 2. Inverters: 38 Enphase M215-60-2LL-S2x 9. 3. Quick Screw Flat Tile Roof Hook 4. 6' maximum spacing between roof mounts `'„--- 5. Haticon Solar Racking System `' ., 6. Array Rafters: 2"x6"@24" ` • 7. Roof Decking: 1"x6" skipped sheathing f ' 8. Roof Surface: Flat Concrete Tile e `' 9. Roof Slope: 20° fi` 10. Azimuths: 90°, 180°, 270° ®' 2"x6" Ridge Beam —11111 AIIIIIIIIIIIIIII imilisuil 2"x6"x24" on center rafters ,5...„ r t2, J / '.5 1 B s t r �, u urrl':.:,:,; 4: 111111 '1�r �' FAti a. ''''',7:7:;,; d,At. Tni 7 f .,,,,# , , 4471, .; I ;�, { frs ' & w �i #r , ) A. 2x6 x48 on center # �1 r _ .-____._...._-___ w..._ ,. ':1,4',45.,'-' 1, , 5. ;c left :it y 1' Y 7 -.#rl #fid e q ",xi l INO a #�' I I I -111111..111.1 r�� Fi:� t'`�'s1'aet h� ��{� r1 _ ��4 rr a -nra J Illki(,,w,��''''i t :x14='1, Y r 6,- it4 i 5! % re �� Vitr � — -- ,�� ' {� Y��;'i3kt�l�$f{n fi, ; a Z - 3 7 S r- ° u t/ 4,11,6" , ® I1 !® ,�� 4v tkk!` :��{ {�" 'i r"`h �'1`F4 I� � �' ---- ---- i iIIIPrI ��;L��3:��f'h # T.vae,� a IiIiI r .. ��t &' ue�'�'��SAt� x�i .,,-�, L.:Llws,v4, l!!1C�111q t I 11 Si 'D'TN.Mt War', Uhf: V1. a en'T,V1^'V " 1 :' I ,1� C QCT �t IMIr4 '''''t'''.4'''',.'i ft rft Vti ri7''4'':'tn;03:, , , ' u� ...........,, L ,, ,,,,, , . Y� IF—`l ;�I ,),F.,-;.� acrga PIvnk, `I\_ _..___ ___ E c,UMI�LIANCE 4. evewed By �l ..SAN Complete Solar Solution COMPLETE SOLAR SOLUTION,INC. - Wenping Lee License#961988 B,C-10,C-46 I Exp.6/30/15 Page: 2 1065 E.Hillsdale,Suite 308 Structure 20776 Dunbar Drive , Foster City,CA 94404 SIMON R. WOOLEY/R.M.O. Cupertino, CA 95014 `'y ''`. ' COMPLETE Date: 8/6/2013 and Mounting �S . _��•� 6.,KrE��- 650-249-4478 408-252-3175 4 f., Approved:..,„„„,„,....,,,,.„,,,,..,___ 1065 E. Hillsdale Blvd.,#308 -Foster City,CA 94404 13 ReneSola JC250M-24/Bb All Metal parts of module frames, Amperage Calculation +13 Enphase M215-60-2LL-S2x Microinverters Single Line Drawing Individual Panel (DC): (GEC passing over grounding lug installed on inverter) equipment, and conductor Vmp 30.1V #12 XHHN-2 AC-Bus from Manufacturer(under Array) enclosures will be grounded. Imp 8.31A Per NEC and CEC 690 requirements. Voc 37.4V Isc 8.83A Note:Railing equipment to u Pmax 250W same GEC via approved gro lugs Individual Inverter(AC): ^ ^s ns e ro na n ni i n1z n1 — --- —•— —• —• Vop 240V lop 0.896A ; AC Amperage Calculations: Irreversible i , crimp or Branch 1 (13 JC250M-24/Bb panels) f31 B? B3 B4 B5 B6 B7 B8 .B° B10 611 872 H1 — •" — — J #8 Solid Copper ground bar in Vop 240 Volts Ground approved lop 11.648 Amps 1 Junction Box x 125% Buffer , , 1, ,, , " 10 a :,:k ',, , i 3 "a X u!, '; 1" ',' 1 '' lh I +1 via ffi 1 14.56 Amps , r� 1 t , S , t� �✓' ',j'',,1‘ s}.. 1: Branch 2 (13 JC250M-24/Bb panels) Vop 240 Volts . ' r ,r' , ,s , • lop 11.648 Amps 1"Metallic Conduit x 125%Buffer (9)#10 THWN-2 14.56 Amps *Envoy/Switch Gear/Bridge (1)#8 THWN-2 GND installed in waterproof(ex. Conduit:Runs Branch 3 (12 JC250M-24/Bb panels) CarlonT'")exterior enclosure Externally along roof surface Vop 240 Volts Bonded as it enters metallic ; 0 Inverter overcurrent lop 10.752 Amps raceway.Exits with ground o devices on the panel bushingor other approved x 125/a Buffer board shall be located at (Existing) \I 13.44 Amps 400A Main Panel and Meter ground clip. the opposite end from the feeder location 0 (New) 3/4"Metallic Condui. 125A AC Load Center Affixed permanent (3)#6 THHN i warning marking or 200A 175A (1)#6 THHN GND equivalent at overcurrent ;_._._._•_._.J•_._._ 15A device:"Warning-inverter a% �" a% output connection-Do not relocate this overcurrent (E)Main 15A . device." OCPD's (New) f•-••••••, s. General Notes ! Enphase RGM 1 • 1 PERTINO O 1. 240V AC wires run from array to main Grounding clamp at the E Ground Buss ` . - - - buil panel breaker. grounding electrode -' ing Department 2. Individual panels inverted from DC to AC 11 50A • , ) 01' with microinverters located under each Gam- i�,w�. 5/8"x8'copper grounding rod J 1 r:, K �. CE panel. unless otherwise stated or evi; ea B,. COM 3. : ordetailed wire&system 'IM `ulations department _ Wenping Lee Complete Solar Solution COMPLETE SOLAR SOLUTION,INC. page: 3 Single line 20776 Dunbar Drive 1065 E.Hillsdale,Suite 308 License#961988 I B,C-10,C-46 I Exp.6/30/15 g Foster City,CA 94404 SIMON R. WOOLEY/R.M.0. • Cupertino, CA 95014 `fi d COMPLET 650-249-4478 Date: 8/6/2013 Drawing ..., tdla n- Approved:.,. ...ear,.... 3.,a,..........._ 408-252-3175 1065 E.Hillsdale Blvd.,#308 -Foster City,CA 94404 / \. r Panel Inverter System Specification Labeling: Mfg Model Mfg Model DC-Side(Local to each individual inverter&module pair) ReneSole JC250M-24/Bb Enphase M215-60-2LL-S2x Operating Current 10A CI AU warning signs shall be red background with white 31x3"lettering,all capital letters,Arial or similar font. Vmp 30.1V Input Data Operating Voltage 22-36V Material used for signage must be weather resistant his recommended that Lnders niters Laboratories Marking Imp 8.31A Max DC Voltage 45V Maximum System Voltage 45V and Labeling System 969(U1,969)be used as stands to determine weather rating. Labels on raceways and Voc 37.4V Peak Power Voltage 22-36V Short Circuit Current lsc 8.83A other equipment shall be reflective,weather resistant,and suitable for the envinwtment. (State Fire Marshal) Isc 8.83A DC Max Input Current 10A AC Side Branch 1 CI Premises having PV systems shall be identified. The marking(signage)may be placed within the main service Pmax 250W Output Data Adjusted Max AC Output Current 14.56A disconnect. if the main service disconnect is operable with the service closed the marking should be placed Length(in) 64.60 AC Max Output Power 215 Watts Operating AC Voltage 240V on the outside cover. Marking shall conform to the fallowing (State Fire Marshal) Width(in) 39.05 AC Max Output Current 0.896A AC Side Branch 2 CAUTION! Weight(lbs) 40 AC Nominal Voltage Range 240V Adjusted Max AC Output Current 14.56A SOLAR ELECTRIC Operating AC Voltage 240V SYSTEM CONNECTED AC Side Branch 3 Adjusted Max AC Output Current 13.44A C7 Marking is required on all interior and exterior DC conduit,raceways,enclosures,cable assemblies,and junction Operating AC Voltage 240V boxes It)alert the Fire Service to avoid cutting them,every 10 feet,at turns and above and/or below penetrations and all DC combiner and junction boxes Marking shall conform to the following. (State Fire Marshal) AC Wire Sizing Calculations Branch 1 CAUTiON, Adjusted Max Number of SOLAR CIRCUIT Inverter Max NEC Rated Ambient Temperature Number of Derated Wire AC Current Safety Factor Current per Ampacity Temperature Derate Factor Conductors Conductors in Ampacity Max Run Feet Percent AMP CEC 690.8 THWN-2#10 Celsius @ 90c Per Conduit Conduit AMP Voltage Drop D Appropriate signage shall be provided to identify the main ANC disconnect for the solar system(State Fire AMP Derate Factor Marshal). 11.648 1.25 14.56 40 61-70 0.58 7-9 0.7 16.24 80 0.458% PHOTOVOLTAIC SYSTEM AC DISCONNECT AC Wire Sizing Calculations Branch 2 MAX OPERATING CURRENT VAC Adjusted Max' Number of OPERATING VOLTAGE: AAC Inverter Max NEC Rated Ambient Temperature Number of Derated Wire AC Current Safety Factor Current per Ampacity Temperature Derate Factor Conductors Conductors in Ampacity Max Run Feet Percent CEC 690.8 Conduit Voltage Drop ® Where all terminals of die disconnecting means may be energized in the open position,a warning sign shall be AMPAMP AMP THWN-2#10 Celsius @ 90c Per Conduit Derate Factor mounted on or adjacent to the disconnecting means(CEC 690.17). 11.648 1.25 14.56 40 61-70 0.58 7-9 0.7 16.24 80 0.458% WARNING ELECTRIC SHOCK HAZARD. AC Wire Sizing Calculations Branch 3 DO NOT TOUCH TERMINALS. Adjusted Max Number ofT.EE�9I"�;;L S ON BOTH THE LINE AND LOAD Inverter Max NEC Rated Ambient Temperature Number of ra Deted Wre i AC Current Safety Factor Current per Ampacity Temperature Derate Factor Conductors Conductors in Ampacity Max Run Feet Percent SIDES MAY EE ENERGIZED CEC 690.8 Conduit Voltage Drop IN 1 HE OPEN POSITION AMPAMP THWN-2#10 Celsius ©90c Per Conduit Derate Factor AMP 10.752 1.25 13.44 40 61-70 0.58 7-9 0.7 16.24 80 0.423% DC Wires from panel are connected to inverters via manufacturer's spec,no field installed DC wiring or connectors. AC Wire Size Check,Adjusted Inverter Imp=1.25*11.648A=14.56A<(40A*.58*0.7)=16.24A,#10THWN-2 OK Breaker:.896A*13 Inverters=11.648A*1.25 Safety Factor=14.56A,Use 15A CB. AC Wire Size Check,Adjusted Inverter Imp=1.25*11.648A 14.56A<(40A*.58*0.7)=16.24A,#10THWN-2 OK ,.,,,,i jj��aJ,. l k V J" Breaker.896A*13 Inverters=11.648A*1.25 Safety Factor=14.56A,Use 15A CB. r, I `-uilclinq p�l'-11�►0 AC Wire Size Check,Adjusted Inverter Imp=1.25*10.752A=13.44A<(40A*.58*0.7)=16.24A,#10THWN-2 OK ; enar rent Breaker:.896A 12 Inverters=10.752A 1.25 Safety Factor=13.44A,Use 15A CB. 2013 L uuroPLIANcE i\c:vie>Neo g /� Total Solar: .896A*38 Inverters=34.048*1.25 Safety Factor=42.56A V _.. ,7 1`T t,yd l COMPLETE SOLAR SOLUTION,INC. Wenping Lee Complete Solar Solution License#961988 I B,C-10,C-46 I Exp.6/30/15 Page: 4 1065 E.Hillsdale,Suite 308 SIMON R. WOOLEY/R.M.O. Wiring and System 20776 Dunbar Drive Foster City,CA 94404 Cupertino, CA 95014 f ,COMPLETE- 650-249-4478 Approved: _,_ Date: 8/6/2013 Calculations 408-252-3175 �� ' 1065 E.Hillsdale Blvd.,#308 -Foster City,CA 94404 ., .MICROINVERTER ' ri , ,,_ - ,-, - e enEs N ae Ell( el enphase C J ENERGY A. -- CUPERTINO E1,n1:.u1ng Department e t ,.:\ ,,-_-_‘ ,E{., ,--U+? :..'E COMPLIANCE �lyly�/�r `.f'..�'..ev,eU :-..,y _'..lI,/ J/rr/ - Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System improves energy harvest, — increases reliability, and dramatically - System availability greater simplifies design, installation and RELIABLE than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation SMART and management microinverter, the Envoy Communications -24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE - Low voltage DC - Reduced fire risk s�® c us ephase core' V • • MAe 250W, 25 5W, 260W • Dimensions r 992mm 40mm 949mm 1 , 10 1!!!!l11111!!!!l1111111 Ii 5x = ,� f000W/ma rowrnory sox , opam fay � . 111!!M111111 !l11I1IIh1 LASEL I') s 800W/m' ' �ElE 1 .i' 1 1 6 800W/m°■/1l11l�l hIHllIl� ° 400W/m' 11111111111111111111111 E g E IIIOIIIIIOOIIIIOIIII 2 200WIm1. ma 0-t 0 0 5 10 15 20 25 30 35 40 11111HINlll1110I8! Voltage(V) 1l1N1llll�IHl�l 84.5x10 168x3.5 F ,Varied Irradiation y a(ia}.QM.Efficiencies s { _XNIII11lInplRpllllt11! GRAIN FxIE rirradiance 200W/m. 400W/mz 600W/mz 800W/m2 1000W/mz Drawing Only for Reference Efficiency 15.8% 16.2% 16.2% 16.1% 16.0% Electrical Characteristics STC JC250M-24/Bb' ' :JC255M 24/Bb . , JC260M 24/Bb Maximum Power(Pmax) 250 W 255 W 260 W Power Tolerance 0-+5W 0"+5W 0-+5W Module Efficiency 15.4% 15.7% 16.0% Maximum Power Current(Imp) 8.31 A 8.39 A 8.53 A Maximum Power Voltage(Vmp) 30.1 V 30.4 V 30.5 V Short Circuit Current(Isc) 8.83 A 8.86 A 8.95 A Open Circuit Voltage(Voc) 37.4 V 37.5 V 37.6 V Values at Standard Test Conditions STC(Air Mass AM1.5,Irradiance 1000W/ms,Cell Temperature 25°C) Electrical Characteristics NOCfi, JC25-0M-24/8b JC2S51V1-24/Bb JC260M-24/Bb Maximum Power(Pmax) 185 W 189 W 193 W Maximum Power Current(Imp) 6.57 A 6.63 A 6.74 A Maximum Power Voltage(Vmp) 28.2 V 28.5 V 28.6 V Short Circuit Current(Isc) 7.12 A 7.20 A 7.27 A Open Circuit Voltage(Voc) 35.0 V 35.1 V 35.2 V Values at Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/s Mechanical Characteristics Characteristics Cell Type Virtus II(Polycrystalline)156 x156 mm,60(6x10)pcs in series Temperature Coefficient of Voc -0.30%/°C Glass High Transmission,Low Iron,Tempered Glass Temperature Coefficient of Isc 0.04581°C Frame Anodized Aluminum Alloy Temperature Coefficient of Pmax -0.40%/°C Junction Box 1P65/1P67 rated,with bypass diodes Nominal Operating Cell Temperature(NOCT) 45'C±2°C Dimension '1640x992 x40 mm Output Cable 4 mm (EU)/12 AWG(US),1000 mm Weight 18.5 Kg Installation Hole Location See Drawing Above Packing information Container 20'GP 40'GP 40'HQ Operating Temperature -40°C-+85°C Pallets per Container 12 28 28 Maximum System Voltage 1000VDC(EU)/600VDC(US) Pieces per Container 300 700 770 Maximum Series Fuse Rating 20A(EU)/20A(US) m,No:JC/r05/2033.02 •Coop[!x,nes°laf°rt°I¢2nrespetifkaUon csunoN:AIl nests reserved.nest and,p&dlratbn are c bJect to change,xhaur pmm�adee. ReneSola.com Creotecc Tile Roof Hooks Installation Manual -Attachments C a� �• c Pi) For SolarMount '"� SolarMount Light SolarMount Heavy Duty rA, SunFrame CLICKSYS ^, front mount-KML580525 Allowable Load (lbs)(2.0 Safety Factor) Downforce 292 Uplift 292 ^' Shear 332 !+� top mount-KML58i� LI ��IYo Allowable Load (I' ty Factor) Building Department Downforce 413Uplift --7,",).7(f.4, Shear AUS REVIEWED FOR CODE COMPLIANCE side mount-ra11E580526Reviewed By: s,: f/AT Allowable Load (lbs)(2.0 Safety Factor) Downforce 292 Uplift 292 Shear 332 .:� u N I RAC Pub 090515-1ii .. May 2009 Bright Thinking in Solar -c.:2OU)br Lni rAc.Inc. Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. • U N I RAC Creotecc Tile Roof Hooks Step 1:Attach Creotecc roof hooks to the rafters •Remove or slide up the roof tile ,A Ilir •Position the roof hook above the roof batten(for high roof battens,lay a thin wooden board underneath if necessary) I. • •Place retaining clamp in the middle of the underlying interlocking tile(if necessary, use roof hooks with side retaining clamps) •Pre-Drill the screw holes*.(Never drill the holes vertically above each other,rather offset each hole to one side or the other) •Using an appropriate lag bolt,secure the tile hook to the Figure 1 structure(if spacer boards are used,the provided lag bolts may need to be replaced with longer ones. For proper embedment, refer to Table 2[page 3]for lag bolt pull out values). •Slide down or re-insert the tile *Self-tapping screws are not standardized so please follow your local building regulations and observe the minimum penetration depth,screw offset distances and wood thickness) Step 2:Attach rails to Creotecc tile roof hooks -� •Slide in the slot nut and position it to the height of the lug / i✓'� `'' / •Position the rail onto the side of the roof hook(Fig 2) �/� . b •Insert the screw with washer and tighten Figure 2 pPriir- Figure 3 Page 2 Creotecc Tile Roof Hooks :P U N I RAC Table I.Tile Hook Load Chart Basic Wind Speed 0 psf snow 1-20 psf snow 21-40 psf snow 85 mph 54" 51" 41" 86-90 mph 54" 49" 40" 91-120 mph 5I" 45" 35" The table above is subject to the limitations listed below. It is intended as a quick reference guide based on the most common configurations. Please refer to load tables on page I for design loads. Engineering Guide Limitations • Flush roof installations only Please refer to Unirac Technical Support for more • Roof slope must be 0-45 degrees(0/12-12/12 pitch) information on roof zones • Installation must have atleast4 modules grouped • Span for Roof Zone 2=1/2 maxspan together • Span for Roof Zone3=1/3maxspan • Module dimensions must be less than 40"x65" • Max Cantilever=1/3 max span • Surrounding ground area must not slope more than 10 degrees Please refer to your distributor for installations that do not • Location must fall into Exposure Category B or C comply with the limitations above, • Building height must be less than or equal to 30'0" Table 2. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Specific Lag screw specifications Gravity5/16"shaft,* Use Table 2 to select a lag bolt embedment per inch thread depth depth to satisfy your Uplift Point Load Force Douglas Fir,Larch 0.50 266 (lbs),requirements. Douglas Fir,South 0.46 235 Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) 0.46 235 It is the installer's responsibility to verify that the substructure and attachment Hem,Fir,Redwood(Close Grain) 0.43 212 method is strong enough to support the Southern Pine 0.55 307 maximum point loads calculated. Spruce,Pine,Fir 0.42 205 A'/O Spruce,Pine,Fir(E of 2 million psi& 0.50 266 C Urr�ERTI N higher grades of MSR&MEL) r: Building Depar ent AUG 122013 DE Sources:American Wood Council,NDS 2005,Table 1 REVIEWED ( ()R Notes: (I)Thread must be embedded in the side grain of a rafter or other structural member intergral with the building stru t rre.COPVS R L IACZE (2)Lag bolts must be located in the middle third of the structural member. Reviewed By �AT (3)These values are not valid for wet service. (4)This table does not include shear capacities.If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3 in the American Wood Council NDS for Wood Construction Page 3 r r :P U N I RAC Creotecc Tile Roof Hooks 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc.,warrants to the original purchaser practices specified by AAMA 609&610-02— If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures "Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or This Warranty shall be VOID if installation of liability with respect to this limited Warranty chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier for special,indirect or consequential damages with Unirac's written installation instructions, of I)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if the Purchaser under any circumstances. Page 4 ` ,t, _ iieU1 n'VRAC SOtARMouNT Technical Datasheets A k':LTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd V1.0 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 Up Clip material: One of the following extruded aluminum Bottom ul (hidden s alloys: 6005-T5,6105-T5, 6061-T6 Up Clip , no • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized d'Y • Bottom Up Clip weight: -0.031 lbs(14g) Beam ..,,,,,,.,1-1.7:71t,,,,,,, �: Bolf Allowable and design loads are valid when components are k assembled with SolarMount series beams according to authorized ,!,,,,I,--t_'.:46„%'' UNIRAC documents i ,2,„"-S;;77, • Assemble with one "-20 ASTM F593 bolt, one 14"-20 ASTM F594 t �r�-�; serrated flange nut, and one'/4"flat washer • Use anti-seize and tighten to 10 ft-lbs of torque 410111, , s .. • 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 �— ''x' ' • 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 7 CUPERTINO Applied LoadAllowable Resistance Direction to Load Factor, Load Factor, 41) �bN S lbs(N) 0 Tension,Y+ 1566�69b��" 686(3052) 2.28 1038 (4615) 0.662 Y Transverse,X± 11284511l V\a'229=( CGDE 3. PL4A1N(E13) 0.441 J - .�-1.p} . . ) g 1 bl). ��..r 1/4 ) IP X Sliding,Z± 66(292p vio\ 1 44 81 0.619 Dimensions specified in inchesunless noted SOLARM0umr Technical Datasheets :P U N I RAC A HILT:GROUP COMPANY SolarMount Mid Clamp Part No.302101C,302101D,3021030,302104D, 302105D,302106D 1� :rra =• \ti Bolt • Mid clamp material: One of the following extruded aluminum Mid Fla •e • alloys: 6005-T5,6105-T5, 6061-T6 Clamp '`_ �' • Ultimate tensile: 38ksi,Yield:35 ksi _ • Finish: Clear or Dark Anodized �'1 r ` , `�.`-� • Mid clamp weight: 0.050 lbs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents 4-- • 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 1/<"-20 T-bolt and one W-20 O ASTM F594 serrated flange nut Beam • Use anti-seize and tighten to 10 ft-lbs of torque ,,, • Resistance factors and safety factors are determined according to 7/ part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.W otsbvict - - Direction Ultimate Load Factor, Load Factor, BETWEEN M0OL1E5 lbs(N) lbs(N) FS lbs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 3020030,302004C,3020040,302005C,302005D, 302006C,3020060,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 --"`- =olt • Ultimate tensile: 38ksi,Yield: 35 ksi _.- - ,, • Finish: Clear or Dark Anodized -- V fCl • End clamp weight: varies based on height: -0.058 lbs(26g) Erfd Clamp • Allowable and design loads are valid when components are Serrated ` assembled according to authorized UNIRAC documents Flange Nut • 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' "-20 ASTM F594 ,,-' 'y serrated flange nut Bea4111( 1 • 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- Y ,4' party test results from an IAS accredited laboratory A • Modules must be installed at least 1.5 in from either end of a beam .x u Applied Load Average Allowable Safety Design Resistance "`"'"1'" Direction Ultimate Load Factor, Loads Factor, �,_ - _— lbs(N) lbs(N) FS lbs(N) 0 plEWITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 woos T"'t" Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified-in-inches-unless-noted • SOLARMOUNT Technical Datasheets III UNIRAC A-PLTt APOUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • 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) Y r.•°..," • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized Bea i400 VIP- Bolt UNIRAC documents i L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593%"-16 hex head screw and one '� errated ASTM F594%"serrated flange nut Flange Nu 440, •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 Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be IP X sure to check load limits for standoff,lag screw,or other attachment method 341 Applied Load Average Safety Design Resistance 3%StGT FOR Direction Ultimate Allowable Load Factor, Load Factor, k" D"ARE lbs(N) lbs(N) FS lbs(N) 0 i of f Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 i'ri'4,A! CUPERTIN® ,< 7 i3uildinq Department -44. l i2 '*� , : , AUGAU2013 REVIEWED FOR CODE COMPLIANCE Reviewed By: ��,,; A r SOLARMout•rr Technical Datasheets III U N I RAC. A MU i GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Axis) in4 0.464 1.450 Moment of Inertia(Y-Axis) in4 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 1.728 /4" HEX HEAD SCREW SLOT 1S/L.O.HEXFOR HEADT-BOLT SCREW OR 2X SLOT FOR SLOT FOR BOTTOM CUP 541 2.500 BOTTOM CUP lir T 3.000 1.316 I' SLOT FOR III --f- 3/8"HEX BOLTii ' SLOT FOR 1.385 Lim 1 3/a" HEX BOLT ' .387 X11 .750 1.207-11 Y Y 1.875 A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted