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HomeMy WebLinkAboutPermit File 3715 Bullock Court Y a'`, City of Anacortes Invoice/Permit#: BLD-2016-1169 904 6th Street Applied date: 04/06/2016 P.O.Box 547 Issue date: 04/06/2016 t Anacortes, WA 98221-0547 Expire date: 1010312017 =x (360) 293-1901 0011. • Job Address: 3715 BULLOCK CT Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-4449 Project: APN: P80354 • Remarks: Rooftop solar electric system • Owner: TOM PETERSEN Contractor: ECOTECH ENERGY SYSTEMS LLC Address: 3715 BULLOCK CT Address: 814 DUPONT ST ANACORTES WA 98221-4449 BELLINGHAM WA 98225 Phone: (425) 902-6451 Phone: (360) 318-7646 License#: ECOTEES951 RG General Information: Fees: Building Valuation 2287 Building Permit Fee 83.25 Plan Review Fee 54.11 State Building Code Fee 4.50 Total Calculated: 141.86 Deposits/Receipts: 0.00 Total Due: 141.86 -173 YD - D U �• 13w- ►- m m < +{,ry1 _ 7C ID 3 IK LIT 63 eti rt a a o11 iIo 0 7 3 m rG f► Y THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAliS,u1OR I' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEb13-- HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PRO rt.leN OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR I GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER VAT LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ; .j 11, 7-4u7 r SIGNATURE OF OWNER OR AUTHORIZED AGENT 3Y � .. • 0 3 To Be Cr'mpleted By the Applicant Project Address: 3 t5 R Gk l..j_c C CI I `A A--C© S Project Applicant: ZOTEC Ck-Lc�C� S Applicant Email; 10 FcD " GCOTGG Sc ..P(--°CEO Phone No.: ND— 2)12- T OLE(.4 Site Owner Name: -Z `TP.AC. P RTe 9S i~1J PV System Description: 01 -2t4 kW (oc t out' d' S(cie-AeierL. Determine if your project is eligible for an over-the-counter Permit(Check Yes or No) Yes No j 1. PV System is designed and proposed for a detached single-family house,duplex or 2 townhome. 2. PV System is designed for rooftop of house in general compliance with applicable gi ❑ codes. 3. Mounting system is engineered and designed for PV, �' ❑ 4. Rooftop is made from light weight material such as shingles. to ❑ 5. PV system will be permitted and pre-approved by Labor&industries Electrical ❑ division. 5. To address uplift, panel are mounted no higher than 18"above the surface of the yr ❑ roofing to which they are affixed. Except for flat roofs,no portion of the system may exceed the highest point of the roof. 7. Total deal load of panels,supports,mountings, race ways,and all other si ❑ appurtenances weight no more than one of the following.IF Yes,indicate which: INo more than three and one half(3.5 pounds per square foot(PSF) o Frameless panels on at least 3/12 pitch roof weighing no more than four and one-half(4.5)PSF o Frameless panels on at least 5/12 pitch roof weighing no more than five(5.0) PSF 8. Supports for solar panels are installed to spread the dead load across as many p� ❑ roof-framing members as needed to ensure that no point loads In excess of fifty (50) pounds are created. 5. Attachment to the roof is specified by the mounting system manufacturer. p� ❑ 10, Panels are mounted no higher than the roof ridge or apex of roof(applies only to V o pitched roofs). Comments: di3y Checking this box,I certify that all of the information provided on this form is correct. If you answered yes to all of the above questions,your PV installation is eligible for an over-the-counter building permit. To apply please bring in this completed form to our permit center at City lull for an over-the-counter permit, To,be;:Completed;By staff Project is eligible for over-the-counter permit? Yes ❑ No Cli r CIF FANAQuFirES .4tHI4i1 r LEN-at _ APPROVED PLATS' . Ih. RMrrN 1 b—,_, , 4 6 f,ADUREss 3 7/ l mc,A IfiliF1PHOVER air. „olfe JBJE 'P 1 0 Fi i.4'1 i SPE'I ION. uvER Imo' l %,r 1 n l_AT n N rr r:r11 F IS re,11. '_' filNNCl UUFC ./ r•n% Iv , ,. Jpr•,.- WI ,• . T. iii) I III I 1.. Y• .• . - illi lior , • ' ` ' - I . (el , 1 \ , .8 , 5 • - Spa C r ' 14% A ._ . _ _ -_,,...,, (-_-___-,, rt.-3,P r' ' o ` gie Impgery .Wil.016. Terms of Us* Fep3rt a ma - rar .0. . .. _ _ • . ._ ...-- I , ___________... i ..---- .- 4---- . .•t_ _... . i _________________ ____ __ _____ _._ ____ ___ --, . 1 1:2_,I. 00010 .-...At". . - .110 • - ._.. IIIIH.- ill.° 11°1111 1111111111-1 r -.."`•-•-._----- . 1 .....T1-•a M-7--I _ — —... -.M. ::7,17 . ' i i _4110.. .. . _ , , 1 •.. 11411V .. t-7"4- • %;:, .. .,.... 11 i ,,,,11,.., flhuimui.I .'Ill-I'll ' f bi ft, itek ENERGY HE SOLAR MODULES PERFORMANCE - QUALITY - AFFORDABLE . . • Ma „Mit -- • .... - I • BUILT IN WASHINGTON USING CUTTING EDGE • HIGH EFFICIENCY MONOCRYSTALLENE CELLS In i I 'i • 60 25 -YEAR POWER OUTPUT WARRANTY 10 - YEAR WORKMANSHIP WARRANTY EXCEPTIONAL POWER DENSITY (WATTS/m2) M ,E tAINI .:. . 1.IA I A r. tu. •60 high-otflt.ierlc manocrystalline p-type cots • 6x10 eel matrix 39.1"X 64.8"X 2" Stiff + .51 • Ultra-clear anti-reflective KhepriCoat®treatment 11n,e1g-{,I 43 lbs •Tempered,with low iron content •Anti-glare prismatic subsurface texture Rackbtiial • Multi-layered SW • Engineered adhesion for maximum weather protection From Er • High-sfrength corrosion-resistant anodized aluminum,available in rtaelui=o::_,4 Irer=a_e.xln� _40.,.+90°C black or clear finish maxlrnum;yslei.re YnReIe 600VDC • Compatible with standard racking,accomodating both top-down clamps and bottom-flange mounting Ciampi inoa I III 1733) up to 113 Ibs/ft5 • Micro-inverter and DC optimizer attachment points NIGxinikti 1 Loilri(ilk 171 i] 551 kg/m2(5400 Pa( Cahia • 42"90C 12 AWG PV wire +hlaxfmwn lid lecyci 113 lbs/ft3 Max Sense Wee 1vfrrlp 15A cllon 6rrr •3 bypass diodes • 600VDC Renhe 05-6 connector Ju i hpcx kerern Current 15A r6vnc8nV •Certified for Wiley Electronics WEEK'-"'grounding clips • Eight standard grounding locations per module for No4E:SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE reduced ground wire length TEM.PLRATUR.: RATINGS 4" III------ 8 9.375" 0 19B" - TYP w TYP PTTYP N011ll r.m',Op_I L-I",_ 313,- < . t • • e / i £allTompwrorur•Ctios_a 48.20°C Twrrp*ralurrr C6uff1'l,rll ar Pr,, -0.47%/°C 3.94 -0.32%/CC • Tempetolitre t ndtldcnt d Ve. i , Tsrnporalura CodfraInl of I rc +0.04%/°C i ••1.0ei 42„ 39.s tempeRrIura Coa11kIem aI V., -0.45%/°C 1 37" s' �� nn�e°x 2• 4., CJL,A. II-ICAIION • IILI:4IIIJ ui.1703 tl FIre RslIrng Class C Frame Depth:2' / - • •• r �' '.7 a e4.69" Certified Made aus 19 Washington it I; !I I; ! I' itII _..cC IRICAL 3.AIA. . •: . . - -r. ' - .:, II Q1,, .- ''IIIF. .ir.. I ,: 0 dr M l:Ili, 'carer-F1,..swp) 270 275 28.0 285 240 245 300 305 310 0 0 32.0 32.1 32,3 32.4 32.6 32.8 32.9 33.1 33.2 diat : ,.:+I'�..e: .:.Tn,l I 8.4 8.5 3.6 8.7 8.8 8.9 9.0 9.1 9.2 'VItIPA cax OII rtdI U tlJlds}e•V.,6r 38.9 39.0 39-2 - 39.3 39.5 39.7 39.8 40.0 40.1 In rgy 9ics14_h-culfaurranl-I.(A) 9.1 9.2 9,3 9.4 9.5 9.6 9.7 9.8 9.9 ►awsr(lamely(Wfrn+l 164.9 168.0 in/0. 174.1 177.1 180.2 183.2 186.3 189.4 The Best Choice For Solar itekenergy.com WA. 360.647.9531 `Electrical characteristics may vary within±2%of the indicated values at Standard Test Conditions(SIC): MN. 612.318.6369 Irradiance of 1,000W/m2,AM 1.5 spectrum,cell temperature at 25°C(77°F) V09.30.1 5 SOLARMouNT Technical D ata h td' UNIRAC SolarMount Technical Datasheet Pub 100602-1td V1.0 June 2010 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, 321001, 3 1002 i Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom 4ut (hiidden._see alloys:6005-T5, 6105-T5, 6061-T6 Up Clip / not • Ultimate tensile; 38ksi, Yield: 35 ksi / N Finish: Clear Anodized • . • Bottom Up Clip weight: —0.031 lbs (14g) Beam 4 " ott • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized { UNIRAC documents i • Assemble with one 1/4"-20 ASTM F593 bolt, one 1/4'-20 ASTM F594 kiliv `�A serrated flange nut, and one 1/4"flat washer j - \ • 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 E 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, J ��� ` lbs(N) lbs(N) FS lbs(N) 0 I f 1.24 Y - } Tension,Y+ 1566(6967) 686(3052) 2,28 1038 (4615) 0.662 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 0.0 `X i,_i.;� Sliding,Z± 66(292) 27 (119) 2.44 41 (181), 0.619 Dimensions specified in inches unless noted SOLARMou Kr Technical Datasheets I �� �,� . Y-� olayMouIi#•M- clamp Part-NO.32003A,3200 , .0039,320020.320021 .20084,3200B5, 320056, 32 -67,320120,3 4r Bolt • Mid clamp material: One of the following extruded aluminum -i • alloys: 6005-T5,6105-T5,6061-T6 Mid la re Nu • Ultimate tensile: 38ksi,Yield: 35 ksi Clamp A • Finish: Clear or Dark Anodized ` \ \, • Mid clamp weight: 0.050 lbs(23g) - _. ti Allowable and design loads are valid when components are '� , , assembled according to authorized UNIRAC documents lid! '111/" • 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%"-20 • - `\' 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 Nelreior 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 1A0 DISTANCE — — Direction Ultimate Load Factor, Load Factor, BETWEEN MODULES lbs(N) lbs(N) FS lbs(N) 0 i Tension,Y+ 2020(8987) 891 (3963) 2.27- 1348(5994) 0.667 -- I Transverse,It 520(2313) 229(1017) 2.27 346(1539) 0.665 Y — Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 i•-X Dimensions specified in inches unless noted SolarMount End Clamp Pan No.320002,320083, 320004, 320005,320006 32001 2., 320013,3200 2a1315,320018 820017 320O74t,320030, d1,..3ZQ�$2$2 320p8S.3201.17 320118.3201 20121 320179 3' ,320220 • End clamp material: One of the following extruded aluminum 320233 320 , 320331 alloys: 6005-T5, 6105-T5, 6061-T6 off • Ultimate tensile:38ksi,Yield: 35 ksi t, - • Finish: Clear or Dark Anodized ------- iff k .t . ---- End clamp weight:varies based on height: -0.058 lbs(26g) - d 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'/d'-20 ASTM F594 -Ifilthib. '�'� - serrated flange nut � ' • Use anti seize and tighten to 10 ft Ibs of torque • Resistance factors and safety factors are determined according to ' part 1 section 9 of the 2005 Aluminum Design Manual and third- Y 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 >s Applied Load Average Allowable Safety Design Resistance 7 M[NI 11M— Direction Ultimate Load Factor, Loads Factor, i .J7 1.• lbs(N) lbs(N) FS Ills(N) II HEIGHT VARIES WITH i I I Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE TH1EKNESS Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 i l__, Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified. dR - — ed a SOMRMOUNT Technical Datasheeis IFUNI RAC SolarMount Beam Connection Hardware SoiarMount egoo Part NNoo # 65,31 oo66, T,310066 • L-Foot material: One of the following extruded aluminum alloys:6005- •'' - T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi yam". • 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 Bea • N assembled with SolarMount series beams according to authorized . Bolt UNIRAC documents - L-Foot • For the beam to L-Foot connection: --r •Assemble with one ASTM F593%"-16 hex head screw and one • -mated ASTM F594 3/9"serrated flange nut Flange N ,i i •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 NOTE: Loads are given for the L-Foot to beam connection only; be - r X sure to check load limits for standoff, lag screw,or other r attachment method 3.n1 Applied Load Average Safety Design Resistance 3X SLOT FOR Direction Ultimate Allowable Load Factor, Load Factor, "°'ARON1A"E lbs (N) lbs(N) FS lbs(N) tD } ' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0,646 '. 2.61 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 II u RMouN-r Technical Datasheets Ii1UNIRAC SolarMount Beams 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) in' 0.464 1.450 Moment of Inertia(Y Axis) in 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 1" HEX HEAD SCREW SLOT FOR T-BOLT OR /a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CUP ipl 2.500 BOTTOM CUP 47 Lkij 3.C100 1.316 E l' SLOT FOR t 3 ' HEX BOLT SLOT FOR 1.385 `s f3/" HEX BOLT "IIII .387 .750 km.1 1.207 1 y Y 1.875 l A rX --sX SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted CI Y a'`, City of Anacortes Invoice/Permit#: BLD-2016-1169 904 6th Street Applied date: 04/06/2016 P.O.Box 547 Issue date: 04/06/2016 t Anacortes, WA 98221-0547 Expire date: 1010312017 =x (360) 293-1901 0011. • Job Address: 3715 BULLOCK CT Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-4449 Project: APN: P80354 • Remarks: Rooftop solar electric system • Owner: TOM PETERSEN Contractor: ECOTECH ENERGY SYSTEMS LLC Address: 3715 BULLOCK CT Address: 814 DUPONT ST ANACORTES WA 98221-4449 BELLINGHAM WA 98225 Phone: (425) 902-6451 Phone: (360) 318-7646 License#: ECOTEES951 RG General Information: Fees: Building Valuation 2287 Building Permit Fee 83.25 Plan Review Fee 54.11 State Building Code Fee 4.50 Total Calculated: 141.86 Deposits/Receipts: 0.00 Total Due: 141.86 -173 YD - D U �• 13w- ►- m m < +{,ry1 _ 7C ID 3 IK LIT 63 eti rt a a o11 iIo 0 7 3 m rG f► Y THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAliS,u1OR I' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEb13-- HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PRO rt.leN OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR I GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER VAT LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ; .j 11, 7-4u7 r SIGNATURE OF OWNER OR AUTHORIZED AGENT 3Y � .. • 0 3 To Be Cr'mpleted By the Applicant Project Address: 3 t5 R Gk l..j_c C CI I `A A--C© S Project Applicant: ZOTEC Ck-Lc�C� S Applicant Email; 10 FcD " GCOTGG Sc ..P(--°CEO Phone No.: ND— 2)12- T OLE(.4 Site Owner Name: -Z `TP.AC. P RTe 9S i~1J PV System Description: 01 -2t4 kW (oc t out' d' S(cie-AeierL. Determine if your project is eligible for an over-the-counter Permit(Check Yes or No) Yes No j 1. PV System is designed and proposed for a detached single-family house,duplex or 2 townhome. 2. PV System is designed for rooftop of house in general compliance with applicable gi ❑ codes. 3. Mounting system is engineered and designed for PV, �' ❑ 4. Rooftop is made from light weight material such as shingles. to ❑ 5. PV system will be permitted and pre-approved by Labor&industries Electrical ❑ division. 5. To address uplift, panel are mounted no higher than 18"above the surface of the yr ❑ roofing to which they are affixed. Except for flat roofs,no portion of the system may exceed the highest point of the roof. 7. Total deal load of panels,supports,mountings, race ways,and all other si ❑ appurtenances weight no more than one of the following.IF Yes,indicate which: INo more than three and one half(3.5 pounds per square foot(PSF) o Frameless panels on at least 3/12 pitch roof weighing no more than four and one-half(4.5)PSF o Frameless panels on at least 5/12 pitch roof weighing no more than five(5.0) PSF 8. Supports for solar panels are installed to spread the dead load across as many p� ❑ roof-framing members as needed to ensure that no point loads In excess of fifty (50) pounds are created. 5. Attachment to the roof is specified by the mounting system manufacturer. p� ❑ 10, Panels are mounted no higher than the roof ridge or apex of roof(applies only to V o pitched roofs). Comments: di3y Checking this box,I certify that all of the information provided on this form is correct. If you answered yes to all of the above questions,your PV installation is eligible for an over-the-counter building permit. To apply please bring in this completed form to our permit center at City lull for an over-the-counter permit, To,be;:Completed;By staff Project is eligible for over-the-counter permit? Yes ❑ No Cli r CIF FANAQuFirES .4tHI4i1 r LEN-at _ APPROVED PLATS' . Ih. RMrrN 1 b—,_, , 4 6 f,ADUREss 3 7/ l mc,A IfiliF1PHOVER air. „olfe JBJE 'P 1 0 Fi i.4'1 i SPE'I ION. uvER Imo' l %,r 1 n l_AT n N rr r:r11 F IS re,11. '_' filNNCl UUFC ./ r•n% Iv , ,. Jpr•,.- WI ,• . T. iii) I III I 1.. Y• .• . - illi lior , • ' ` ' - I . (el , 1 \ , .8 , 5 • - Spa C r ' 14% A ._ . _ _ -_,,...,, (-_-___-,, rt.-3,P r' ' o ` gie Impgery .Wil.016. Terms of Us* Fep3rt a ma - rar .0. . .. _ _ • . ._ ...-- I , ___________... i ..---- .- 4---- . .•t_ _... . i _________________ ____ __ _____ _._ ____ ___ --, . 1 1:2_,I. 00010 .-...At". . - .110 • - ._.. IIIIH.- ill.° 11°1111 1111111111-1 r -.."`•-•-._----- . 1 .....T1-•a M-7--I _ — —... -.M. ::7,17 . ' i i _4110.. .. . _ , , 1 •.. 11411V .. t-7"4- • %;:, .. .,.... 11 i ,,,,11,.., flhuimui.I .'Ill-I'll ' f bi ft, itek ENERGY HE SOLAR MODULES PERFORMANCE - QUALITY - AFFORDABLE . . • Ma „Mit -- • .... - I • BUILT IN WASHINGTON USING CUTTING EDGE • HIGH EFFICIENCY MONOCRYSTALLENE CELLS In i I 'i • 60 25 -YEAR POWER OUTPUT WARRANTY 10 - YEAR WORKMANSHIP WARRANTY EXCEPTIONAL POWER DENSITY (WATTS/m2) M ,E tAINI .:. . 1.IA I A r. tu. •60 high-otflt.ierlc manocrystalline p-type cots • 6x10 eel matrix 39.1"X 64.8"X 2" Stiff + .51 • Ultra-clear anti-reflective KhepriCoat®treatment 11n,e1g-{,I 43 lbs •Tempered,with low iron content •Anti-glare prismatic subsurface texture Rackbtiial • Multi-layered SW • Engineered adhesion for maximum weather protection From Er • High-sfrength corrosion-resistant anodized aluminum,available in rtaelui=o::_,4 Irer=a_e.xln� _40.,.+90°C black or clear finish maxlrnum;yslei.re YnReIe 600VDC • Compatible with standard racking,accomodating both top-down clamps and bottom-flange mounting Ciampi inoa I III 1733) up to 113 Ibs/ft5 • Micro-inverter and DC optimizer attachment points NIGxinikti 1 Loilri(ilk 171 i] 551 kg/m2(5400 Pa( Cahia • 42"90C 12 AWG PV wire +hlaxfmwn lid lecyci 113 lbs/ft3 Max Sense Wee 1vfrrlp 15A cllon 6rrr •3 bypass diodes • 600VDC Renhe 05-6 connector Ju i hpcx kerern Current 15A r6vnc8nV •Certified for Wiley Electronics WEEK'-"'grounding clips • Eight standard grounding locations per module for No4E:SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE reduced ground wire length TEM.PLRATUR.: RATINGS 4" III------ 8 9.375" 0 19B" - TYP w TYP PTTYP N011ll r.m',Op_I L-I",_ 313,- < . t • • e / i £allTompwrorur•Ctios_a 48.20°C Twrrp*ralurrr C6uff1'l,rll ar Pr,, -0.47%/°C 3.94 -0.32%/CC • Tempetolitre t ndtldcnt d Ve. i , Tsrnporalura CodfraInl of I rc +0.04%/°C i ••1.0ei 42„ 39.s tempeRrIura Coa11kIem aI V., -0.45%/°C 1 37" s' �� nn�e°x 2• 4., CJL,A. II-ICAIION • IILI:4IIIJ ui.1703 tl FIre RslIrng Class C Frame Depth:2' / - • •• r �' '.7 a e4.69" Certified Made aus 19 Washington it I; !I I; ! I' itII _..cC IRICAL 3.AIA. . •: . . - -r. ' - .:, II Q1,, .- ''IIIF. .ir.. I ,: 0 dr M l:Ili, 'carer-F1,..swp) 270 275 28.0 285 240 245 300 305 310 0 0 32.0 32.1 32,3 32.4 32.6 32.8 32.9 33.1 33.2 diat : ,.:+I'�..e: .:.Tn,l I 8.4 8.5 3.6 8.7 8.8 8.9 9.0 9.1 9.2 'VItIPA cax OII rtdI U tlJlds}e•V.,6r 38.9 39.0 39-2 - 39.3 39.5 39.7 39.8 40.0 40.1 In rgy 9ics14_h-culfaurranl-I.(A) 9.1 9.2 9,3 9.4 9.5 9.6 9.7 9.8 9.9 ►awsr(lamely(Wfrn+l 164.9 168.0 in/0. 174.1 177.1 180.2 183.2 186.3 189.4 The Best Choice For Solar itekenergy.com WA. 360.647.9531 `Electrical characteristics may vary within±2%of the indicated values at Standard Test Conditions(SIC): MN. 612.318.6369 Irradiance of 1,000W/m2,AM 1.5 spectrum,cell temperature at 25°C(77°F) V09.30.1 5 SOLARMouNT Technical D ata h td' UNIRAC SolarMount Technical Datasheet Pub 100602-1td V1.0 June 2010 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, 321001, 3 1002 i Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom 4ut (hiidden._see alloys:6005-T5, 6105-T5, 6061-T6 Up Clip / not • Ultimate tensile; 38ksi, Yield: 35 ksi / N Finish: Clear Anodized • . • Bottom Up Clip weight: —0.031 lbs (14g) Beam 4 " ott • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized { UNIRAC documents i • Assemble with one 1/4"-20 ASTM F593 bolt, one 1/4'-20 ASTM F594 kiliv `�A serrated flange nut, and one 1/4"flat washer j - \ • 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 E 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, J ��� ` lbs(N) lbs(N) FS lbs(N) 0 I f 1.24 Y - } Tension,Y+ 1566(6967) 686(3052) 2,28 1038 (4615) 0.662 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 0.0 `X i,_i.;� Sliding,Z± 66(292) 27 (119) 2.44 41 (181), 0.619 Dimensions specified in inches unless noted SOLARMou Kr Technical Datasheets I �� �,� . Y-� olayMouIi#•M- clamp Part-NO.32003A,3200 , .0039,320020.320021 .20084,3200B5, 320056, 32 -67,320120,3 4r Bolt • Mid clamp material: One of the following extruded aluminum -i • alloys: 6005-T5,6105-T5,6061-T6 Mid la re Nu • Ultimate tensile: 38ksi,Yield: 35 ksi Clamp A • Finish: Clear or Dark Anodized ` \ \, • Mid clamp weight: 0.050 lbs(23g) - _. ti Allowable and design loads are valid when components are '� , , assembled according to authorized UNIRAC documents lid! '111/" • 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%"-20 • - `\' 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 Nelreior 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 1A0 DISTANCE — — Direction Ultimate Load Factor, Load Factor, BETWEEN MODULES lbs(N) lbs(N) FS lbs(N) 0 i Tension,Y+ 2020(8987) 891 (3963) 2.27- 1348(5994) 0.667 -- I Transverse,It 520(2313) 229(1017) 2.27 346(1539) 0.665 Y — Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 i•-X Dimensions specified in inches unless noted SolarMount End Clamp Pan No.320002,320083, 320004, 320005,320006 32001 2., 320013,3200 2a1315,320018 820017 320O74t,320030, d1,..3ZQ�$2$2 320p8S.3201.17 320118.3201 20121 320179 3' ,320220 • End clamp material: One of the following extruded aluminum 320233 320 , 320331 alloys: 6005-T5, 6105-T5, 6061-T6 off • Ultimate tensile:38ksi,Yield: 35 ksi t, - • Finish: Clear or Dark Anodized ------- iff k .t . ---- End clamp weight:varies based on height: -0.058 lbs(26g) - d 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'/d'-20 ASTM F594 -Ifilthib. '�'� - serrated flange nut � ' • Use anti seize and tighten to 10 ft Ibs of torque • Resistance factors and safety factors are determined according to ' part 1 section 9 of the 2005 Aluminum Design Manual and third- Y 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 >s Applied Load Average Allowable Safety Design Resistance 7 M[NI 11M— Direction Ultimate Load Factor, Loads Factor, i .J7 1.• lbs(N) lbs(N) FS Ills(N) II HEIGHT VARIES WITH i I I Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE TH1EKNESS Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 i l__, Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified. dR - — ed a SOMRMOUNT Technical Datasheeis IFUNI RAC SolarMount Beam Connection Hardware SoiarMount egoo Part NNoo # 65,31 oo66, T,310066 • L-Foot material: One of the following extruded aluminum alloys:6005- •'' - T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi yam". • 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 Bea • N assembled with SolarMount series beams according to authorized . Bolt UNIRAC documents - L-Foot • For the beam to L-Foot connection: --r •Assemble with one ASTM F593%"-16 hex head screw and one • -mated ASTM F594 3/9"serrated flange nut Flange N ,i i •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 NOTE: Loads are given for the L-Foot to beam connection only; be - r X sure to check load limits for standoff, lag screw,or other r attachment method 3.n1 Applied Load Average Safety Design Resistance 3X SLOT FOR Direction Ultimate Allowable Load Factor, Load Factor, "°'ARON1A"E lbs (N) lbs(N) FS lbs(N) tD } ' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0,646 '. 2.61 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 II u RMouN-r Technical Datasheets Ii1UNIRAC SolarMount Beams 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) in' 0.464 1.450 Moment of Inertia(Y Axis) in 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 1" HEX HEAD SCREW SLOT FOR T-BOLT OR /a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CUP ipl 2.500 BOTTOM CUP 47 Lkij 3.C100 1.316 E l' SLOT FOR t 3 ' HEX BOLT SLOT FOR 1.385 `s f3/" HEX BOLT "IIII .387 .750 km.1 1.207 1 y Y 1.875 l A rX --sX SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted CI OztragazSgzsii Address: 3715 6PrU co- .A Ven.-u s___ : 9-f)2 ew uce sr33Q3 B as-e ! er-.-) •/- For net., sr (Ze-SideyCsi 3303 9-1 -Ba Frrcor9 R;r Rurn&cco , -- PIA-inn b;n5 44,337/ 0-)9-sa lOx pi and g.tr1 Addl-kan C c.ei of acc,a_pf„ 11ecQq-c473 I?-IH-11 (,-coJ rirePlaae q- piptxj. ineeceq-erg i-a -95 Gan ifi,%, MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC95-0008 P.O. BOX 547 APPLIED: 01/27/95 ANACORTES, WA 98221 ISSUED: 01/27/95 (206) 293-1901 EXPIRES: 01/27/96 SITE ADDRESS: 3715 SPRUCE AVE ASSESSOR'S PARCEL NO. : 4366-000-022-0004 PROJECT DESCRIPTION: Gas piping - OWNER — CONTRACTOR STEVE RIGNEY LARSON HEATING, INC. 3715 SPRUCE AVENUE 486 WEST HENNI ANACORTES WA 98221 ! OAK HARBOR WA 98277 293-6845 675-0538 LARSON1112ME TYPE OF WORK. . . :ADD BOILERS/CO'MPRESSORS- DOMES. INCIN • 0 TYPE OF USE •RES 0-3 HP' • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / /: 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000' cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 18.00 MD 01/27/95 3438 TOTAL $ 18.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and Laws regulating activities dovered by this permit. Issued by Applicant for Owner' s Si nature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC94-0173 P.O. BOX 547 APPLIED: 12/14/94 ANACORTES, WA 98221 ISSUED: 12/14/94 (206) 293-1901 EXPIRES: 12/14/95 SITE ADDRESS: 3715 SPRUCE AVE ASSESSOR'S PARCEL NO. : 4366-000-022-0004 PROJECT DESCRIPTION: Gas fireplace and piping. — OWNER — CONTRACTOR SUSAN AND STEVE RIGNEY BARRON HEATING & AIR COND, INC 3715 SPRUCE AVENUE P. 0. BOX 1118 ANACORTES WA 98221 BELLINGHAM WA 98227 293-6845 BARROHA179D7 TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •RES 0-3 HP • 0 COMML. INCIN ° 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 1O0K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 1 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 24.50 MD 12/14/94 3316 TOTAL $ 24.50 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 0 CITY OF ANACORTES 0 BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY fi.td,Ave—Qp r" n 951 er-/-2 2. 'Sac ot- 3 ag 37) THIS IS TO CERTIFY that theidescription of building or structure): . •S&.%4tet2, 6.4.42,4 ckeetaw„..., Owner:03:44444.....CilernU2S- Street and No.: .7./-5.-- '.41/ 2. 0-44- ' ContractoW..ca. Fire Zone• .441*• Building Permit No • a 3'7 I Occ. Group: li-3 Use Zone: IL • has be inspected and occupancy is hereby authorized: 12 —1 0 lL I ! el dingil Inspector CITY OF ANACORTES BLDG. XI PLUMBING ❑ MECHANICAL ❑ PERMIT 337i / ANACORTES, WASH. DATE Jr, " / / 19an OMIS$19P}-iS HEREBY GRD TO: ^ �M" OWNER �J♦� '('�1.C'�' V .' _ STREET /Z t t �' ADDRESS 3 71 5-- ��C. J�/ LOCATIONi W RE WORK IS TO BE DONE CONTRACTOR T({�-P� ° k(^ nits.e TO ERECT ki INSTALL ❑ OR REPAIR ❑ IN TH F•L WING MANNER: PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE ERE k SUBMITTED WORK TO BE DONE BY OWNER D CONTRACTOR uz RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE PERMIT FEES OF WORK ISSUING ---_- BUILDING rig'Man GAS PIPING PLUMBING AND W.S. ---. SEWER CONNECTION INSP. ---- MECHANICAL ---- PLAN CHECK FEE --SAM MISC. ---- TOTAL - . 0 C N LE DESC'�T,ON . y -_ fl CI INSPFCTna 0 CITY OF ANACORTES BLDG. g PLUMBING I81 MECHANICAL 2( PERMIT 3303 ANACORTES, WASH. DATE l - / 190 PERMISSION{ IS HEREBY GR TED TO: OWNER ',1\--AA-4.( p-,-ta.twaaA .&/- STREET ADDRESS " 7 LOCATION- p_ W R WO AM (KIS TO BE DONE CONTRACTOR K {� Q C yf £ AA tet . CD r TO ERECT Cxl INSTALL ® OR REPAIR ❑ , IN THE F LelG MANNER: i iSY11 Itotyate el /2,l o,c •PERMIT EXPIRES ONE Y AR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑ SUBMITTED WERE ❑ WORK TO BE DONE BY OWNER ❑ CONTRACTOR ❑ RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE OF WORK PERMIT FEES , ISSUING /2pn BUILDING r4.A tram cC , 14,9 AD GAS PIPING • PLUMBING AND W.S. 9 q/rt Pt-, , 26,Ai7 SEWER CONNECTION INSP. 15 C r MECHANICAL 2 /o cc> re) / / tr, PLAN CHECK FEE 94q. or- MISC. O TOTAL �. /1 o oc6 ,C 2 cite LEGAL D �C 11A.ON cr 2 f'/ V F t/i I a KOE JE CONSTRU E N COMPANY 1557 MIDWAY BOULEVARD OAK HARBOR,WASHINGTON 98277 v d PHONE 675515 . ._. ._ y .-,t' '. --- 1 c \ C i 1 r k ti \::::„...\ 0 ON 'o- t, 11l t� 9 O 1 i (R4 r p'L ` �rylruP. t w 69 `f. '\` 1 g`cao.,, 'TIE,— 58197 5Ew E •NooKv7:' • y PALI JomES lb — e2 dnRi.�on� _.146,-i�ytim �11) 1 4Sr t22 \.2>1 SCRLC . i- Q z , N l Real Estate Sales Residential Professional Property Commercial Management Condominium Land V.I.P. PROPERTIES Joe Lynch 708 Commercial Ave.-Suite 2 P.O.Box 121 Office:293-9333 Anacortes,WA 98221 Home: 293-2811 • Mt 11 —trtn/hel B c ain. I'P.6or wfl'4 e/%ow Carr Qf en,. .-I... ci,--' S J -41/2" -_-. N77.36 p6j L N 89�41 54 E 361.20 30.65 30.71'1 - .103.44 72.00 72.00 5 2.4 0 . 3 `r� 1• a 3 0 0 O+ - - M o o �0 0 0 "' 22 0 0 23 - 24 m 2 ti\ il 0. 'E ' a` 0,0 Q rQ N6����1 P‘ . z % .t ' 14,i0 \ '� 9 ..• 2g •'t 7°. 00. 72.0' • - - \� s • N 36 TH STREET •N67 ?P4 -� , .� N 89.41' SCE 392.00 it P • W . ry . V • I . 14;7o • 7 3.00 8 3.0 0 8 3.0 0 .N 11 In ci 21 • 20 - 19 tn I0 83.00 II7. ' O' • . 3 I N • • • - i� . • J O co Y ' e . . • Z 14 15 • 16 . . if N.5-Ug_V6Y _ OF .for 22 _..f/okizom . NE7.GyTS ,IN /'=50' ArOtr'o,y N co, re WA . tract pE/wAs ��st9,y� �Qie`'. efJSS Up0�2N.EM/a�/N(/ / T. Box 2610, i•/vro T 1,' - C` ON Lopez /,..,4 r" ,./." I �' A . 9tz 6/ l g " ;! may- ✓. 4. Newv,VA. , I/Viz air AFeISife d /oNA, .Na y