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017-270-032
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm). Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 53( Permit No: B'17-1868 Issued: 8/21/2017 APN: 017-270-032 - Address: 374 SPANISH GARDEN DR, CHICO Owner: Shamin Bholat Permit Type: SOLAR ROOF -RES Description: 15kW solar .3SIs. ria: www.t3utteuounty.net/aas AREA 4 Flood Zone: AE SRA Area: Yes SETBACKS for Znn*npr.'AGx. SRA. PW Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING• Inspection Type IVR I SP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Sign d Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Blockin nder inin 612 Tiedown/Soft Set System '611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Sidin Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406. Rough Mechanical 316 ' Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 • Do Not Insulate Until Above Signed Insvection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Plumbin Final 813 ' Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test' • 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barri 503 Pre -Plaster 507 anuf ctured Homes Setbacks—. 131 Blockin nder inin 612 Tiedown/Soft Set System '611 Permanent Foundation System 613 Underground Electric 218 .Sewer 407 Under round Water 417 Manometer Test 605 Continuity Test 602 Ski rtin Ste s/Landin gs 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia- 7: Finals"'=� 7 Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbin Final 813 ' Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 r Sewer District Final Fire Sprinkler Test or Final 702 j i "PROJECT FINAL y IZ� • f "Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID_ 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION oil k• S®1arMou' nt Beau Connection Hardwi are Fart Rtes. 3b4001:IC, 304000D t L -Foot material: One of the followin_ g `extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6, Ultimate tensile: 38ksi, Yield: 35 ksi nish Clear or. Dark Anodized '� r Y - ' L -Foot weight: varies based on height: -0.215 lbs (98g) t ` Allowable and design loads are valid when components are ' Bea Rassembled with SolarMount series beams according to authorized - Bolt " • TUNIRAC documents - L -Foot # .For the beam to L -Foot connection: ` errated """ " - ! Assemble with one ASTM 17593 W-16 hex head screw and one ASTM F594'/e'serrated flange nut Flange Nu p ! Use anti -seize and tighten to 30 ft -lbs of torque Resistance factors and safety factors are determined according to 9 Part t 1µsection 9 of the 2005 Aluminum Design Manual and third -party test Y results from an IAS accredited laboratory -I, X - - r- -• 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 - - 3X St67 FQfl.'• • _2.C.i Dimensions specified in inches unless noted Applied Load Direction Average} ,,Ultimate . lbs (N) ,Allowable Load lbs (N) Safety Factor, FS Design Resistance . Load Factor, lbs (N) 4) 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± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 � 7 • • � ..r r^ J' •a~ '.�`h�j' � .�. �r.. #-F.r�'•.h +1 �,•� ''il °.7 a. -• - f yi S®larMount Beams - Papt Ne. 310132t, 310132C -B, 3101680, 310168C -B, 310?680 310208C, 310208C -B, 310240C, 310240C -t3, 3102400, 410144M, 410168M, 410204M, 410240NI '' ii z ®o®V. • A H4.7Krn. 3; 1 Properties .� • Units SolarMount• SolarMount HD BeamHeightin 2.5,, 3.0 Approximate Weight (per linear ft)plf 0.811 1.271 r .. Total Cross Sectional Area in' ' r 0.676 1.059 Section Modulus (X -Axis) in 0.353 .0.898 SectionModulus (Y -Axis) in3 0.113 0.221 Moment of Inertia (X -Axis) in' 0.464 1.450 Moment of Inertia (Y -Axis) in 0.044 0.267 Radiusiof Gyration (X -Axis) in, 0.289 1.170 [Radius of Gyration (Y -Axis) - in 0.254 0.502 s rK. 1514 3 i� i SLOT FOR T -BOLT OR ' 1.728 — •� �s SLOT FOR T BOLT OR 1/4"'HEX HEAD SCREW 1/q" HEX HEAD SCREW k 2X SLOT FOR SLOT FOR BOTTOM CLIP2.500 BOTTOM CLIP 3.000 - j t � �,• 1.316 SLOT FOR o 1.385 SLOT FOR HEX,BOLT . 3/" HEX BOLT r3B7 .750 1.207 ,Y 1.875 ;r = SolarMount Beam SolarMount HD Beam i Dimensions specified in inches unless noted J4 SolarMount Technical ®atasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware ::......................................... Rnttnm I In fl/Inr1..1.. n1:. aeeU INI 51RAC A tdJ1 GeOM ifiA4FAt:'f — --..r..................................................................................................1 Mid Clamp ` ........................... SolarMount Beam Connection Hardware ................. 2 ..................................................... 3 L -Foot .............. ....:...................................................................................3 SolarMount Beams ................. ...4' SolarMount Module Connection Hardware 8 Solel'� oust BottOrn Up Module Clip part Ido. 3€32000C . Dimensions specified in inches unless noted 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'/o"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one %/ 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 Direction Average 'Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Y 1566 (6967) e T-jF -r X f r:s; Dimensions specified in inches unless noted 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'/o"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one %/ 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 Direction Average 'Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128(5019). 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z 66 (292)' 27 (119) 2.44 41 (181) 0.619 S SolarMount Mid Clamp Part No. 3021010, 302i01D, 302103C, 302104D, 302105D,302106D Bolt Mid 1 la a Nu y _ Clamp x.Y i. 'Beam,' I�tvtEEtl inCou�Bs _ i ' Y- 1 - _1X Dimensions specified in inches unless noted Solarrvlou it End Clamp Part No, 302001C, 302002C, 3020021): 302003C, 3020030.302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3020090,302009D,302010C,302011C,302012C r ~Serrated i s Flange' Nut , r • ) Bea man an U IN I KAC A HILI 7 GROUP COMPAKR • 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'/4"-20 T -bolt and one'/4"-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 Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS s �x Resistance Factor, Tension, Y+ 2020 (8987) I MGti:K,tJN 2.27 Lv. .Lr"'�paT VAN;Ei Ji Ti -T-1 WWI S 2.27 346 (1539) 0.665 Sliding, X± 1 1194 (5312) 1 490 (2179) Dimensions specified raFP_Gf sudlesi;. man an U IN I KAC A HILI 7 GROUP COMPAKR • 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'/4"-20 T -bolt and one'/4"-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 Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 1 520 (2313) 1 229 (1017) 1 2.27 346 (1539) 0.665 Sliding, X± 1 1194 (5312) 1 490 (2179) 2.44 1 741 (3295) 0.620 t 01t� ,Vk} :Fred" Clamp • 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: -0.055 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'/4"-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 Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, m Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 14 (61) 4.58 21 (92)l 0.330 Sliding, X± 142 (630) 52 (231) 2,72 79 (349) 0.555 2', 7 ry MICROINVERTER SYSTEM GROUNDING ID INSTALLATION GUIDE I PACE ---------------- SM EQUIPMENT GROUNDING THROUGH ENPHASE MICROINVERTERS . . The Enphase M215 and M250 microinverters have integrated grounding capabilities built in. In this case, the DC circuit is isolated from the AC circuit, and the AC equipment grounding conductor (EGC) is built into the Enphase Engage integrated grounding (IG) cabling. In order,to giound the SOLARMOUNT racking system through the Enphase microinverter and Engage cable assembly, there, must be a minimum of three PV modules connected to the same trunk cable within a continuous row. 'Continuous row is defined as a grouping of modules installed and bonded per the requirements of this installation guide sharing the same two rails. The microinverters are bonded to the SOLARMOUNT rail via the mounting hardware. Complete equipment grounding is achieved through the Enphase Engage cabling with integrated grounding (IG). No additional EGC grounding cables are required, as all fault current is carried to ground through the Engage cable. _ SOLARMOUNT INTEGRATED BONDING ADVANTAGE LOSE -ALL THE COPPER & LUGS, 0 Do SOLAR ELECTRICAL GROUNDINGW/ 000THERMALENPNAsE MI R INVERT�oR PE 00 S M MOUNT INSTALLATION GUI -DE -:-PAGE, CONTINUOUS RAIL & ELECTRICAL BONDING SPLICE EXPANSION JOINT W/GROUNDING LUGS & COPPER JUMPER EXPANSION JOINTW/O ELECTRICAL BONDING CONNECTION Enphase Microinverter (MI) Requirements Enphase Microinverter (MI) Requirements Enphase Microinverter (MI) Requirements (Model No. M215 & M250) (Model No. M215 & M250) (Model No. M215 & M250) 3 Microinverters sharing same trunk cable & rails 3 or more Microinverters sharing same trunk cable & rails MIn. 3 Microinverters on each side of thermal break - i �T1T 1 MINIMUMILAYOUT RE UIREME,,yTS`l T" T T� T i 7_LTJTJtT i i t Min. 3 microinverters sharing I I �- 1 I—T I same trunk cable & rails l- 1 LTl1 1L. 1 I 1 T Ll" _T 7- 1 T i�l T -j- T'` T-1� 1 J �� i_ � __ � i_ :__ i .1 J 1 -i T J_ 1 RAnsharing j 1 T` T TT ,_ 1Min. 3 microinvertI T�same trunk cabl1 1 T I L1 1 1 7 1 L' L 1 .L ,� l 7 T � r L' 1� _. . 1 T - . r. 'J.- T1MI�VIIUM tiA1f0UTi F�EQUIR��Sr�IT 11 3 or more microinverters sharing 1 I J T� same trunk cable & rails —�'T- 1 1:d Tj-1_ J L.; RAIL LICE f-rtT'THERMAL BREAK T` T 1 F 1�TA. LT-TLJ _.1.T�TL T 1 .1TJ.T. LT TT.:.T_..I 1 T TATLl_`_T_ T�--r- T- T � _F - -T �L . TT . �T1...1 _l Tl—f_-i J I 1___L s ---I --I �1_T-I LT LT1T1 J -1T L Ti 1 LI'� 1.717 i TTrJ TtT `T�L7LTJ _`T�T, I ,J" I ,-, ; r TT j ; �_,` 1 L i`�7`I MINIMWM LAYOUT REQUIREMENT Min. 3 microinverters on each side of thermal bi 1. L' 1..1_' J. 1 -- — L T r f T- T THERMAL BREAK`)- 7 T T.. y, .l __ _I , I I . _ c 1 _ 1-1—,i—j- .T_l_,_J. ` T l -I-- Less than 3 microinverters II PT y I i 1— on each side of thermal break_ iACCEPTABLE_ T" i— RAIL LICE T1�——�T—I—T— L I T` J '' J_ T r i '� —rel T T.�L.T�..LT __ T.L�..1... -I.T-.L.._-J. T. l J 1._ ELECTRICAL BONDING SPLICE EXPANSION JOINT USED AS THERMAL BREAK W/ GROUNDING LUGS & COPPER JUMPER EXPANSION JOINT USED AS THERMAL BREAK W/O ELECTRICAL BONDING CONNECTION NOTE:THEABOVE IMAGES ARE SAMPLE CONFIGURATIONS TO ILLUSTRATE THE REQUIREMENTS FOR SM SYSTEM GROUNDING THROUGH ENPHASE MICROINVERTERS DESCRIBED ON PAGE 1-2 �i Dol ;S'MsoLAR STANDARD SYSTEM GROUNDING °°o°� o MOUNT INSTALLATION GUIDE ;PAS E d,.,J ". ,. fw .-^ i '+��.r 4, ev+ a dn'jP, n ' ; ✓Rfx ¢Wry L S.a�. pr���" p�^r �r M�pfy•�s w '• LE;'� 5�' ew gni ,�`�''� .., OAtE'LL1G PFR`.' k7F.MODtI�� �,._ . �, T ytr i ;0 M1 y pt; GROUNDING LUG MOUNTING DETAILS: Details'are provided for both the WEEB and Ilsco products. The WEEBLug has a grounding symbol located on the lug assembty.The Itsco lug has a green colored set screw for grounding indication purposes: Installation must be in accordance with NFPA NEC 70, however the electrical designer of record should refer to the Latest revision of NEC for actual grounding conductor cable size. Required if not using approved integrated grounding microinveters GROUNDING LUG, BOLT SIZE &DRILL SIZE ,.... GROUND LUG BOLT SIZE DRILL SIZE WEEBLug 7/16° N/A- Place in Top SM Rail Slot ASCO Lug #10-32 7/32" • Torque value depends on conductor size. • See product data sheet for torque value. WEEBLUG CONDUCTOR - UNIRAC P/N 0080025: Apply Anti Seize and insert a bolt in the aluminum rail and 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 lug portion 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. TORQUE VALUE 10 ft lbs. (See Note on PG. A) See product data sheet for more details, Model No. WEER -LUG -6.7 ILSCO LAY -IN LUG CONDUCTOR - UNIRAC P/N 0080091): Alternate Grounding Lug - Drill and bolt thru both rail watts per table. - TORQUE VALUE 5 ft lbs. (See Note on PG. A) See product data sheet for more details, Model No. GBL-4DBT. ODE]SMMOUNT,-soLAR BONDING CONNECTION GROUND PATHS i ❑D ❑o INSTALLATION6UIUE;PA6E MpoU�FwwA.� i SERRATE I� ��NUT I BONDING MIDCLAMP ASSEMBLY ENDCLAMP ASSEMBLY - BONDING RAIL SPLICE BAR RAIL TO L-FOOTw/BONDING T BOLT ®Stainless steel Midctamp points, 2 per module, pierce module frame anodization to bond ® Serrated flange nut bonds aluminum Endclamp to stainless steel T -bolt ® Stainless steel self drilling screws drill and tap into splice bar and rail creating bond between ® Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt module to module through clamp. � Y Z ya . %N%�V ® Serrated flange nut bonds stainless steel clamp Serrated T -bolt head penetrates rail anodization ® Aluminum splice bar spans across rail to BONDING MIDCLAMP ASSEMBLY ENDCLAMP ASSEMBLY - BONDING RAIL SPLICE BAR RAIL TO L-FOOTw/BONDING T BOLT ®Stainless steel Midctamp points, 2 per module, pierce module frame anodization to bond ® Serrated flange nut bonds aluminum Endclamp to stainless steel T -bolt ® Stainless steel self drilling screws drill and tap into splice bar and rail creating bond between ® Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt module to module through clamp. � Y Z splice bar and each rail section i ® Serrated flange nut bonds stainless steel clamp Serrated T -bolt head penetrates rail anodization ® Aluminum splice bar spans across rail to ®to Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and Endclamp to grounded gap � 6 bond T -bolt, nut, and L -foot to grounded SM to stainless steel T -bolt SM rail ® create rail to rail bond. Rail on at least one side rail ® Serrated T -bolt head penetrates rail anodization Y C of splice will be grounded. _ to bond T -bolt, nut, clamp, and modules to Note: End clamp does not bond to module frame. Note: Splice bar and bolted connection are grounded SM rail. non-structural. The splice bar function is rail Z alignment and bonding. BONDING RAIL BONDING MICROINVERTER MOUNT ®Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt ® Serrated T -bolt head penetrates rail anodization to bond T-bolt,nut,and L -foot to grounded SM rail System ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page I for details RACK SYSTEM GROUND ®WEEB washer dimples pierce anodized rail to create bond between rail and lug ®Solid copper wire connected to lug is routed to provide final system ground connection. NOTE: ILsco lug can also be used when secured to the side of the rail. See page 1-3 for details Note: Only one lug per module. BONDING MICROINVERTER row required MOUNT � Y Z - i O • m J � 6 Ln Ln Y C a 5 Z Z BONDING RAIL Z w m SPLICE BAR r - RAILTO L -FOOT w/BONDING T BOLT BONDING MICROINVERTER MOUNT ®Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt ® Serrated T -bolt head penetrates rail anodization to bond T-bolt,nut,and L -foot to grounded SM rail System ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page I for details RACK SYSTEM GROUND ®WEEB washer dimples pierce anodized rail to create bond between rail and lug ®Solid copper wire connected to lug is routed to provide final system ground connection. NOTE: ILsco lug can also be used when secured to the side of the rail. See page 1-3 for details ®- Vp r[/'U11. U',0„D.. UVU��O�n �;_' _UV \JO II V:�,��UVO_U.V �_o• ® 9-00-1 StTee_t Tel _,042 "Qakland, CA; 94f608 FAX (510) 420-8186, July 25, 2012 Mr. Rick Gentry Project Number I I 2448 QUICKSCREWS INTERNATIONAL ' 5830 Las Positas Road Livermore, CA 94551 Subject: Spanish Tile Roof Hook (Part #STRH90) Laboratory Load Testing . Dear Mr. Gentry: As requested, Applied Materials & Engineering, Inc. (AME) has completed load -testing Spanish tile roof hook (see Appendix A, Figure 1). The purpose of our testing was to evaluate the tensile and compressive load capacity of the Spanish tile roof hook attached to a 2"x4" Douglas Fir rafter using #12 Quickscrew (5/16" Ox 3" L T1.7 302 SS). SAMPLE DESCRIPTION ' Mockup samples were delivered to our laboratory on July 6, 2012. Mockup configuration consisted of three 16" long rafters at 7"o.c., screwed to 1/2" OSB sheathing. The Spanish tile roof hook is attached through the OSB into the rafter with two fasteners. TEST PROCEDURES & RESULTS 1. Compressive Load Test A total of three tests were conducted for compressive load capacity on July 14, 2012 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0.09 in. /min. without shock until the bracket was in contact with the OSB sheathing; maximum deflection at maximum load was recorded. Detailed results are provided in Table I. Test setup and typical bracket bending at maximum load are provided in Appendix A. Based on the above testing, the average maximum compression load of the Spanish tile roof hook attached to a 2"x4" Douglas Fir rafter using #12 Quickscrew was determined to be 230 lbf. 2. Tensile Load Test A total of three tests were conducted for tensile load capacity on July 14, 2012 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the hook. The samples were loaded in tension at a constant rate of axial deformation of 0.09 in. /min. without shock until the bracket was bent and the bolt began to pull-out; maximum deflection at maximum load was recorded. Detailed results are provided in Table II. Page 1 of 8 QP(�O[CDG'\4[6'30L�;ios I�IC�Ob[�G'30MG8 ObCo; Mr. Rick Gentry Project Nuniber 112448C '.QUICKSCREWS INTERNATIONAL_ r ` Spanish Tile Adjustable.,Roof Hook July 25,20-11' Tesf `setup andrtypcal bracket bending at maximum load areprovided m Appendix A. Based on the above testing, the average maximum tensile load 'f the Spanish tile "adjustable roof hook attached to a 2"x4'.Douglas Fir. rafter-using#;12 Quicksciew was'determined to�be 1238 lbf' 3. SPecitic`(Cravity. of Wood: 'The specific gravity.arid moisture content of the lumber (ti er) we're tested m�accordance with ASTM `D2395; Method A (oven' -dry) and was`determined to be 0.457:arid 12.9 %;:respectively.. If you have any questi on"s regarding the'above, please do not hesitate to call the -undersigned: - •. Respectfully Submitted;;• . - 1 APPLIED.IVIATERIALS & ENGINEERING,,INC. `+Reviewedby: ' r oh aryaz (�- Armef Tapir an, Ph.D.,�P,E. Laboratory 'Manager's _ Pruc QjkCF.. S1C� ^,,Q�OFESS1pNq 4R�j,9�� F2 i' ,�Q�O TAJ//�►����p 35535co `." No. Z `` No:3559b m Z m m W g(30113 '° ExA, 9/30/1S r 9TH, C(Vi tUP CAQ�- . - • __:. � .mss- . Page 2 'of 8' 0 ONG. [ • TABLE I .. COMPRESSIVE- LOAD FTEST RESULTS: SPANISH TILE ROOF. HOOK (PART # STRH90) - PROJECT NUMBER 1124480 _, 4 MAXIMUMw s , -1 TM 1 } t tet' .y SAMPLE ID'COMPRESSIVE < SMA, `DEFLECTION' x: FAILURE r . �: LOAD lb44 =f�MODE FTC -1 1.5' Bent Hook' FTC -2., 248. ' 1.5 • Bent Hook FTC -3 268'°" ' ' 2.0. , Bent Hook' - AVERAGE'- T = 230 L7 ` TABLE II TENSILE (UPLIFT)'LOAD TEST RESULTS SPANISH TILE ROOF HOOK (PART 4 STRH90) J • ° PROJECT NUMBER 112448C ' S • MAXIMUM MAXI.MUM SAMPLE JR ;'TENSILE' a DEFLECTION FAILURE . " . LOAD (lbf) ' (in.) MODE FTT-1 - 1355 4.7: ' 1 Bent Hook FTT-2 , ,y• = 1432 5.2 Bent Hook ° -FTT-3 , ��� ' ; + 1220 4.8 Bent Hook AVERAGE,' _ -1336: 4.9 d , S • r g jo S aced . • . v p g jo S aced . SPANISH TILE ROOF HOOK'(PART # STRH90) TEST SETUP - PROJECT NUMBER 112448C ' • ai e -a a Y ♦k My i' Figure l a. Test Setup Figure l b. Test Close-up— Page lose-up ' � • Page 7 of 8 aPPdO[ D HMMAL 4 CMMMEE6' N9, ft.o ^ � � . . , � .. SPANISH TILE ROOF HOOK (PART # STRH90) `TYPICAL BRACKET BENDING AT MAXIMUM LOAD ^ ' . � pPROJECT NUM13ER 112448C ' if , '- - Page 8of8'` ^� � &' ' :gure 3b`Tensile Test . . . , ---___-__--__—_--,-_'_--_'---'-' - ` ' � 44 ' :gure 3b`Tensile Test . . . , ---___-__--__—_--,-_'_--_'---'-' - ` ' � X - Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: 1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). 2. On every level of a dwelling unit including basements. R315.1.5 Multiple -purpose alarms: Carbon monoxide alarms combined with smoke alarms shall comply with Section R315, all applicable standards, and requirements for listing and approval by the Office of the State Fire Marshal, for smoke alarms. Butte County's Interpretation of 2013 CRC, Sections 314 & 315 for Smoke Alarms & Carbon Monoxide Alarms: Where alterations, repairs or additions exceeding $1,000 in valuation, existing dwellings shall be retrofitted with smoke alarms and those that have attached garages or fuel -burning_ appliances shall have carbon monoxide alarms installed. Existing smoke alarms can be replaced with dual function alarms for Smoke and Carbon Monoxide and in most cases will comply with the aforementioned code requirements for Carbon Monoxide Alarms. DECLARATION OF INSTALLATION UNDER THE PENALTY OF PERJURY As Owner/Contractor, 11/we affirm and declare under the penalty of perjury, under the laws of the State of California,_ by our signatures below as Owner/Contractor, that I/we will comply prior to final inspection with Items A &Bas specified herein: A. Both Owner/Contractor have read and clearly understand the aforementioned 2010 California Residential Code (CRC) Carbon Monoxide Alarm requirements. B. Both Owner/Contractor are responsible for installing Carbon Monoxide Alarms prior to final inspection as per the aforementioned building code and maintaining such installation. Smoke Alarms will also be installed prior to final inspection as per the 2010 CRC. Smoke. and Carbon Monoxide alarms are novy jnstalled in the following locations: S .M a K C"\ r, -On,3 1 ti ,#- -L e,ut r- U a M a 4- ko. In V rn r r t t Gil , Owner's name (print): �/ I S ®l tX `)1,4` � Owner's signature:5�� ►� Date: Contractor's name (print): A,-CSL*B License: gam% Contractor's signature: Date: Project Address: ? L� v) 4? or,. rr� rA f Permit #: Page 2 of 2 Revised 7.20.201'5 8/17/2017 - +eTRAKiT• Permit.- } �- t • Applied Date: 8/17/2017 - �--" BUTTE COUNTY. Permit No.: B1 T.1868 DEPARTMENT OF DEVELOPMENT SERVICES �• OFFICE #: (530) 538-7601 " •- Type: SOLAR ONLINE '24-HOUR PHONE INSPECTION SCHEDULING Sub -Type: SOLAR ROOF -RES IVR #: (530) 538-4365 24-HOUR ONLINE INSPECTION SCHEDULING ® ® -PERMIT PAYMENTS / RENEWAL'S: • C A t 1 f O R ICI A- _ www.buttecounty.net/dds 's. , .. Site Address: 374 SPANISH GARDEN DR Site APN: 017-270-032 CHICO, CA 95926 Subdivision: Site Block: t Site Lot: 'Valuation: $52,000.00 Site Tract: Permit Status: APPLIED Description of Work: 15kW solar t ,Contractor. CLIMATE AND ENERGY, . SOLUTIONS INC DBA CLI r Address: 185 EAST AVE CHICO CA'95926 ' ' Phone:; - '•(530) 891-6787- . r a ' Owner: r Shamin Bholat • Address: 374 Spanish Garden Dr = CHICO CA 95928 " Phone: : (530) 343-3797 '• :Applicant: CLIMATE AND ENERGY SOLUTIONS INC DBA CLI Address: ' 185 EAST AVE ` - CHICO CA 95926 Phone: (530) 891-6787 Account, i Description €Amount i Paid Date . 0010402400-422000 TB CA SB 1473 100 DBCP _ 3.00 8/17/2017 010-4402300422000 JDBMSCET ETRAKrr ROOF MT SOLAR 09 . • - .00 8/17/2017 TOTAL FEES $447.00 ' TOTAL FEES PAID $447.00 , TOTAL FEES DUE, _ $0.00 .A•�r *B1.7-1868*. • https://dspermits.buttecounty.net/custom/Permit_Butte.aspx?permitNo=B17-1868 A (13) EnphaseIQ6PLUS-72-2-US 240(VAC) (13) Enphase IQ6-60-2-US 240(VAC) (10) Enphase IQ6-60-2-US 240(VAC) Ir— (10) EnphaseIQ6-60-2-US 240(VAC) 240V electric service from utility O (1) 400A main breaker (1) 100A, 2 pole, sub panel breaker Existing 400A Utility Meter Main — — — — (1) 15A, 2 pole, backfed solar breaker / (i) 15A, 2 pole, backfed solar breaker (1) SOA, 2 pole, backfed solar breaker - Circuit 3 _ Icont = 14.63 A, 240 VAC (2) #12 THWN-2 FE I — — (1) 1/C #12 Gnd Existing 200A sub panel NMB 12/2W/G Circuit 2 Icont = 14.63 A, 240 VAC (2) #12 THWN-2 (1)1/C #12 Gnd (6) Enphase IQ6-60-2-US 240(VAC) NMB 12/2W/G e u Circuit 1 Icont = 46.8 A, 240 VAC (2) #8 THWN-2 (1) 1/C #8 Gnd EMT 3/4" Enphase Q Aggregator w 1. THE PV SOURCE CIRCUIT IS NEGATIVELY GROUNDED Single Line Drawing Rev. Date Description - �/) 2. WIRE AND SIZES ARE AS INDICATED OR LARGER. 9 9 Drawn By: David W P W3. ALL EQUIPMENT IS BONDED BY ENPHASE & UNIRAC INTERGRATED GROUNDING Client: Shamim Bholat 4, THE ELECTRIC SERVICE PANEL WILL BE CLEARLY LABELED AS FOLLOWS: 374 Spanish Garden Drive, Date: 08/29/2017 O THIS PANEL IS FED BY THREE SOURCES: Chico, CA 95928 SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES" "WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH Scale - NTS Z TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. " D TRENCHING INVOLVED FOR INSTALLATION 17.42kW DC Photovoltaic stem 52 LG Solar LG335N1C-A5 5. N 2'8" max Spanish Garden Drive NMB 12/2W/G to Enphase Q Aggregator 3/4" EMT - (2) #8 THHN All setbacks to comply with current Cal Fre setback (1) #8 THHN Gnd regulations. All panels are to havea 3' setback from roof ridges and 1'6" setback from valleys and hips NMB 12/2W/G if modules are to be placed on both sides of a hip or to Enphase Q Aggregator valley. NMB 12/2W/G / to sub panel I ncUon box \ NMS 12/2W/G / to Enphase Q Aggregator ❑ — — — — — — — — — — — — — ® Enphase AC o combiner box kgmk 0 � Sub panel 200A 100A feed MSP 400A bus 400A main ® C ® r o i r� o o Tile roof stanchion i Microinverter NMB 12/2W/G max span to sub panel W1. THIS SYSTEM IS GRID-INTERTIED VIA (52) UL -LISTED POWER CONDITIONING Roof Plan & Truss Section Drawn 6.6By David W Rev. Date Description 2. INVERTERS - ENPHASE IQ0-2-US (240 VAC) W/IN EGRATED GROUND Client : Shamim Bholat THIS SYSTEM HAS NO UPS, NO BATTERIES 374 Spanish Garden Drive, 3. THIS IS A ROOF -MOUNTED SYSTEM, ADDING 2.81 LB/sgFT. ROOF IS (1) LAYER P Date: 08/29/2017 O' TILED SHINGLE ROOFING (ROOF SLOPE IS 5:12) Chico, CA 95928 4. ROOF JOISTS ARE 2x4" ENGINEERED TRUSSES AT 24' O.C. SPACING Scale - NTS S. LAG SCREWS ARE 5/16" x 4' AT 96' O.C. MAX, W/3' INTO FRAMING. Z 6. LABELING DETAIL ON ATTACHED SHEET z BUILDING Is (2) STORIES. 17.42kW DC Photovoltaic System (52 LG Solar LG335N1C-A5) Data Sheet Enphase Microinverters Enphase IQ 6 and IQ 6+ Micr®inverters U� To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 6. Micro;m and Enphase IQ 6+ Micro`" dramatically simplify the installation process while achieving the highest efficiency for module -level power electronics. Part of the Enphase IQ System, the IQ 6 and IQ .'6+ Micro integrate seamlessly with the-Enphase IQ EnvoyTM, Enphase Q Aggregator'", Enphase IQ Battery'', and the Enphase Enlighten'" monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing. Enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved two -wire cabling • Built-in rapid shutdown compliant (NEC 2014) Productive and Reliable Optimized for high powered 60 -cell and 72 - cell* modules • More than a million hours of testing • Class II double -insulated enclosure Smart Grid Ready • Complies with fixed power factor, voltage, and frequency ride -through requirements Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles * The IQ 6+ Micro is required to support 72 -cell modules � ENPHASE. Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Commonly used module pairings' 195 W - 330 W + 235W -400W+ Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48V 62V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16 V - 48,V 16 V - 62 V Min/Max start voltage 22V/48V 22 V / 62 V Max DC short circuit current (module Isc) 15A 15A Overvoltage class DC port II II D6 -p ort backfeed under single fault 0 A 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ6-60-2-US AND IQ6-60-5-US I06PLUS-72-2-US AND I06PLUS-72-5-US + Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal voltage/range2 240 V / 211-264 V 208 V (10) / 183-229 V 240 V / 211-264 V 208V(10)/183 -229V Nominal output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A branch circuit 16 (240 VAC) 13 (240 VAC) 14 (single-phase 208 VAC) 11 (single-phase 208 VAC) Overvoltage class AC port 111 III AC port backfeed under single fault 0 A 0 A Power factor adjustable (adjustable) ) 0.7 leading 9 ••• 0.7 lagging 0.7 leading ... 0.7 lagging EFFICIENCY @240 V @208 V (10) @240 V @208 V (10) CEC weighted efficiency 97.0% 96.5% 97.0% 96.5% MECHANICAL DATA Ambient temperature range -40°C to +65°C Relative humidity range 4% to 100° (condensing) Connector type MC4 or Amphenol H4 UTX Dimensions (WxHxD) 219 mm x 191 mm x 37.9 mm (without bracket) Weight 1.5 kg (3.3 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD Environmental category / UV exposure rating Outdoor -14LMA 250, type 6 (IP67) FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Compliance UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -9003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with. NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at enphase, com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com © 2017 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. EN PHASE. 2017-05-01 LG Life's Good • �- ' ...�� -rte - '^.. - r f - • l� -. • • . ,w y LG NeON®-z •p LG's new module, LG NeON® 2, ado pts Cello technology. - - Cello technology replaces 3 busbars with 12 thin wires F WIEDMIXXI to enhance power output and reliability. LG NeON® 2 demonstrates LG's efforts to increase customer's values D E E14 us C�E wssasn asesuis 60 -cell beyond efficiency. It features enhanced warranty, durability, Intertek performance under real environment,rand aesthetic c design suitable for roofs. - r ,Enhanced Performance Warranty High Power Output ' LG NeON° 2 has an enhan ced performance warranty. a Compared with previous models, the LG NeONO 2 The annual degradation has fallen from-0.6%/yr to has been designed to significantly enhance its output -0.55%/yr. Even after 25 years, the cell guarantees 1.2%p , L efficiency, thereby making it efficient even in limited space. more output than the previous LG NeONO 2 modules. ♦ - Aesthetic Roof r Outstanding Durability LG NeONO 2 has been designed with aestheti cs in mind; With its newly reinforced frame design, LG has extended thinner wires that appear all black at a distance. r the warranty of the LG NeONO 2 for an additional The product may help increase the value of 2 years'Additionally, LG NeONO 2'can endure a front a property with its modern design.' load up to 6000 Pa, and a rear load up' to 5400 Pa. Better Performance on'a Sunny Day • Double -Sided Cell Structure Q- LG NeONO 2 now, performs bet ter on sunny days thanks The reap of the cell used in LG NeONO 2 will contribute to to its improved temperature coefficiency`generation, just like the front; the light beam reflected from the rear of the module is reabsorbed to generate a great • amount of additional power. 'About LG Electronics ^ LG Electronics is a global player who has been committed to expanding its capacity, based on solar energy business as its future growth engine. We embarked on a solar energy source research program in '1985, supported by LG Group's rich experience in semi -conductor, LCD, chemistry, and materials industry. We successfully released the first Mono X° series to the market in 2010, which were exported to 32 countries in the following 2 years, thereafter. In 2013, LG NeON® (previously known as Mono X® NeON) won'Intersolar Award; which proved LG is the leader of innovation in the industry. LG NeON® z Mechanical Properties 5 Electrical Properties (STC *) 15 Cells 6 x 10 Module LG335N1 C -A5 Cell Vendor LG Maximum Power (Pmax) 335 Cell Type Monocrystalline / N -type MPP Voltage (Vmpp) 34,1 Cell Dimensions 161.7 x 161.7 mm / 6 inches MPP Current (Impp) 9.83 u of Busbar 12 (Multi Wire Busbar) Open Circuit Voltage (Voc) 41.0 Dimensions (L x W x H) 1686 x 1016 x 40 mm Short Circuit Current (Isc) 10.49 66.38 x 40 x 1.57 inch Module Efficiency 19.6 Front Load 6000Pa Operating Temperature -40-+90 Rear Load 5400Pa Maximum System Voltage 1,000 Weight 18 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance (%) 0-+3 Junction Box IP68 with 3 Bypass Diodes * STC (Standard Test Condition): Irradiance 1,000 W/m', Ambient Temperature 25"C, AM 1.5 Cables 1000 mm x 2 ea -The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. * The Typical change in module efficiency at 200W/m' in relation to t000W/m2 is -2.0%. Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties (NOCT*) Certifications and Warranty Module LG335N1 C -AS Certifications IEC 61215, IEC 61730-1/-2 Maximum Power (Pmax) 247 UL 1703 MPP Voltage (Vmpp) 31.5 IEC 61701 (Salt mist corrosion test) MPP Current (Impp) 7.83 IEC 62716 (Ammonia corrosion test) Open Circuit Voltage (Voc) 38.2 ISO 9001 Short Circuit Current (Isc) 8.44 Module Fire Performance (USA) Type NOCT (Nominal Operating Cell Temperature): Irradiance 800WIml. ambient temperature 20 *C, wind speed I /s Fre Rating (CANADA) Class C (ULC / ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty** Dimensions (mm/in) *• 1)1 st year: 98%, 2) After 1 st year:0.55% annual degradation, 3) 25 years :84.8% Temperature Characteristics ci I { NOCT 45 t 3 °C Pmpp -0.37%/*C Voc -0.27%/*C Isc 0.03 %/*C Characteristic Curves a- ,000w o--------- - —. eoow U 600W 40OW q ___._ 20OW 2.__.—_-_.--_...—_._._�_-.. 0 5 10 15 20 25 30 35 40 .. 140 .............---------- ..................._._........_.------------------------- x m720-........ E a . ................................................................... 0 1W ._.................... .. _._ ...-.--..._................ di 75 (0 LG North America Solar Business Team LG Electronics USA. Inc Life's Good 1000 Sylvan Ave, Englewood Cliffs, N107632 Contact: to.solar@lge.com wwwiasolarusa.com Voltage (V) Ternperature (C) 90 Product specifications are subject to change without notice. Copyright © 2017 LG Electronics. All rights reserved. 01/01/2017 Innovation for a Better Life Z j LABELING - TYPE, INFO & LOCATION ' '•''` DCCIRCUIT.WARNING LABEL (CENTRAL INVERTERS ONLY)' -V, -- MOUNT ON INVERTER '+ r"4' f ` 'WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD € + s ills +' 3/16' /13 5pt LETTERING��,_ WARNING : ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD r SIDES MAYBE ENERGIZED IN THE OPEN POSITION. OPERATING URRENT jA OPERATING VOLTAGE : IV MAXIMUM,VOLTAGE : 'Vw: SHORTCIRCUIT:CURRENT�:, _ ��,A 'r= POINT OF INTERCONNECTION;- AC WARNING LABEL Y" •; er MOUNT ON MAIN SERVICE PANEL OR SUBPANEL WHITE TEXT/REDBACKGROUND ENGRAVED PLACARD re 3/16 /18ptLETTERING THIS PANEL IS FED BY TWO SOURCES ..r, AR PHOTOVOLTAIC SYSTEM ON PREMISES G: ELECTRIC SHOCK HAZARDDO NOTTOUCH IFLMINALS ON BOTH THE LINE AND LOAD _MAY BE ENERGIZED IN THE OPEN POSITION. Rom AX AC OPERATING CURRENT. A PERATING AC VOLTAGE: V • *r SUBPANELPOINT OF INTERCONNECTION MOUNT_ ON MAIN SERVICE PANEL WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD .. . 3/16"/13.5 ptLETTERING'_ ^` WARNING JISOLAR PV SYSTEM ON PREMISES DISCONNECTS LOCATED AT SUBPANE� L� IN LAUNDRY ROOM CAUTION. SOLAR CIRCUIT.WARNING LABEL.' AFFIX TO CONDUIT @ ENDS & 10' INTERVALS. ` WHITE TEXT/RED BACKGROUND REFLECTIVE STICKER p 7/16" / 31 Spt LETTERING t ' f, r a • t" -'RAPID SHUTDOWN LABEL!""':7'77:77t. Z_._ �. MOUNT ON MAIN SERVICE PANEL WHITE TEXT/RED BACKGROUND,- REFLECTIVE STICKER • 3/16"/18pt LETTERING t structural ENGINEERS January 12, 2017 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code -Compliant Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Code-„ompliant Installation Manual 227.3” published January 2014 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part IT: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind form, load combinations, applied loading and rail selection. All information, data and analysis contained withi_-i the Installation Manual are based on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05 and ASCE/SEI 7-10 2. 2012 & 2015 International Building Code, by International Code Cot:.ncil, Inc. 3. 2013 & 2016 California Building Code, by California Building Standards Commission 4. 2010 & 2015 Aluminum Design Manual, by The Aluminum Association This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Compliant Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. — Structural Engineers Roseville, CA ETH < Iq� � tiF 9 K �I.S�3 si E P TURP' �a� CA �.'a Ner.T9 College Boulevard Surte_150 Roseville C 9566;1; T 916:961 3960 6,1'pzse:com . f January 23, 2014 To whom this may concern, SolarRoofHook.com is committed to excellence. All of our parts were. tested,bya third party test facility for the following. 1. .Uplift test 2. Downward load test 3. Water Proof - QuickBOLT only AME Research facility had a current engineer license per the State of California -in 2012 and 2013. Terrapin Testing had a current engineer license per the State of California in'2011. The following is an excerpt from: CALIFORNIA BOARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS g u i d e to Engineering & Land Surveying for City and County Officials Page 12, Line 27 ` f 27. If the license has expired between the time the engineering documents were prepared and the time when the local agency's review is performed, do the documents need to be re -sealed by a licensee with a - current license? (B&P Code §§ 6733, 6735, 6735.3, 6735.4) As long as the license was current at the time the engineering documents were prepared, the documents do not need to be re -sealed prior to review by the local agency. However, any changes (updates or modifications) to the documents, that are made following the review by the local agency would have to be prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. We trust the information provided will alleviate any request for the test reports submitted to have a stamp from the current year. Respectfully, Rick Gentry V.P. of Sales f& Marketing T _ ' 5830 Las Positas Rd Livermore, CA 94551 • - Phone: (844)-671=6045 1 Fax: (800)-689-7975 - www.solarroofhook.com F _ Part.# . Box 4u' anti Screw Size 17508 • 10 Hooks .Not Included 17509 1 Hook - : Not Included ,17510 10 Hooks & 20 Screws #14 x 3" _ 17511 _ 1Hook & .2 Screws,, #1.4 x 3" Type 304 Stainless Steel For Side Mount Rails' Letter Description Size/Length A Mounting Screw Slots 7.50mm x 37mm B Rail Slot Size. 10mm x 46mm C Length ofoRoof Hook . 151 mm :D I BottomEndtoToPE6dLI 165mm E I Thickness 5mm 16mm 30mm Rei A Use our #14 Solar Mounting 1 Screws 50mi 75mm JIB Rail Slot Accepts 5/16° or 3/8° Bogs r �E 95° 101 -MM 5830 Las Positas Road, Livermore, California 94551 13948 Airway Drive, Rock Hill, South Carolina 29732 Phone: (844)-671-6045 1 Fax: (800)-689-7975 1 www.solarroofhook.com solarroofhook.com is a division of Quickscrews International Corp.