Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2018-0288 3716 Leeward Lane
City of Anacortes Invoice/Permit#: BLD-2018-0288 904 6th Street Applied date: 05/11/2018 P.O.Box 547 Issue date: 05/11/2018 >' 0.;' Anacortes, WA 98221-0547 ` (360) 293-1901 Expire date: 11/07/2019 w G'p�R Job Address: 3716 LEEWARD LN Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Install roof mounted photovoltaic panels Owner: STEFAN &ROSLYN HENDRIKS Contractor: BANNER ELECTRIC INC. Address: 3716 LEEWARD LN Address: PO BOX 242 ANACORTES WA 98221 BOW WA 98232-0242 Phone: Phone: (360)770-2185 License#: BANNEEI965RP General Information: Fees: Building Valuation 5760 Building Permit Fee 125.25 Plan Review Fee 81.41 State Building Code Fee 4.50 Total Calculated: 211.16 Deposits/Receipts: 0.00 Total Due: 211.16 ID —I c' r- rn ' ' rt• 'z' c 'xi -. �) 'S 1 •+t? h ti '` Io g F' — V. N. I I L,� J rY CO 'D r, +. M, I rA 0 sx' tJ D B 0 7? CO h) Z F' Z -.J CL. CO Z 0 I:. OZ, m 1-, rt 11 rt' ry r -r c, rn � � M I ; w -n 4 r .. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYM, SaFi�IFt�, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCE:WA t=' HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVl'Sic So OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR rOT, E=, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE hQFjL;= LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 65 hS rJ t I`.' I Y�/ SIG ._ NER •-AUTHORIZED AGENT ISSUED BY CITY OF ANACORTES Stefan Hendriks PLANNING & BUILDING DEPT°_ 3716 Leeward Lane APPROVED PLANS Anacortes,WA 98221 PERMIT 4. P L� sdmhendriks03@gmail.com ADDRESS: 3 e Z P Site Plan - Roof Setbacks APPROVED BY: l SUB!ECT TO FIELD INSPECTION. APPROVED PLANS Air • 36' \1111L111 ...„. ',!!111,110,44 2:12 pitch roof .1110 I • 0 , a 36. O ovia > cs- v 0 c Stefan Hendriks 3716 Leeward Lane Anacortes,WA 98221 (206) 351-2868 sdmhendriks03@gmail.com Site Plan - Roof Setbacks 2 r r /,/_I 1 ' I . -. . - :_1_ I l - i �_. - - F . � imai ■■-. r { -T w , . rlimo T _ -- , -2,,- r ■ ftJ_ _r {� i i I , I I 36"-,k / 36" IH e n d r i ks IRON RIDGE 1495 ZEPHYR AVE,HAYWARD,CA 94544 PITCHED ROOF Project Details NAME Hendriks DATE 2018-05-02 LOCATION Anacortes,WA,98229 TOTAL MODULES 40 MODULE Itek Energy:IT 300 SE(40mm) TOTAL WATTS 12,000 DIMENSIONS 65.94"x 39.41"x 1.57"(1,675 x 1,001 x 40mm) ATTACHMENT PTS 48 Load Assumptions Building Details WIND EXPOSURE B ROOF SLOPE 18 deg WIND SPEED 110 mph BUILDING HEIGHT 25 ft GROUND SNOW LOAD 30 psf RISK CATEGORY I ATTACHMENT SPACING 6.0 ft Engineering XR100 SPAN DETAILS(Portrait) MAXIMUM REACTION FORCES(Portrait) Roof Zone Max Span Max Cantilever Roof Zone Down Uplift Lateral 1 6' 2'5" 1 374.00 -140.00 117.00 2 6' 2'5" 2 374.00 -289.00 117.00 3 6' 2'5" 3 374.00 -457.00 117.00 System Weight TOTAL WEIGHT 1922 lbs WEIGHT/ATTACHMENT 40.0 lbs DISTRIBUTED WEIGHT 2.6 psf RACKING WEIGHT 202.1 lbs Last updated by Andy Bourne on 2018-05-02 12:13:09-0700 Page 1 of 6 IRONRIDGE I-lend r i ks 1495 ZEPHYR AVE, HAYWARD,CA 94544 PITCHED ROOF Array Details Array Cols Rows Orientation Row Length Cantilever Violations Provided Rails Attachments Clamps Splices A 10 4 PORTRAIT 33' 3" 1' 8" None 272'[16 x 17'] 48 88 8 33' 4" it 21' 12" { Last updated by Andy Bourne on 2018-05-02 12:13:09 -0700 Page 2 of 6 1495 Zephyr Avenue IRON RIDGE Hayward, CA 94544 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. 2. When designing with a roof slope not listed in the span tables, but no greater than 45°,the lesser of the two span values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a roof slope of 12°, use the lesser of the two span values associated with 10°and 15°. 3. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A(Risk Category II wind)and any state &local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient(Kzt)is taken as 1.0. 4. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. If a more restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS<2.0g for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS<_ 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: SS<_ 1.5g for Site Class A, B, C, or D. 6. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A. 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. An array to roof clearance of 2 inches minimum must be provided. 9. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load &configuration condition from the span tables. 10. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 11. For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20 inches to Roof Zone 3. 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered,the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-2 � IRONRIDGE RI DGE 1495 Zephyr Avenue ,4 Hayward, CA 94544 1-800-227-9523 IronRidge.com I The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting • members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, G��G XtjiiN oc.wnsi 1 I. T.L Ai,.;, R` ,.p S Gang Xuan, PE, LEED AP hi '' f C 03/27 /- Senior Structural Engineer { ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-3 Flush Mount System Span Table (inches) Portrait Installation (Maximum Module Length 67.5") -�.. r� Exposure B Wind Roof Ground Snow:0 psf 10 psf 20 psf0 psf 40 psf S0 psf GO psf 70 psf 80 psf 90 psf Speed Slope (mph) (degs.) Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 5 118 104 83 98 98 83 83 83 83 81 81 81 73 73 73 67 67 67 61 61 61 57 57 57 54 54 54 51 51 51 10 116 104 84 96 96 84 81 81 81 80 80 I 80 70 1_ 70 L 70 63 l 63 63 57 57 57 54 54 I 54 51 51 j 51 47 _ 47 _ 47 15 115 103 83 95 95 83 80 80 80 76 76 76 67 j 67 I 67 60 I 60 60 54 54 54 51 51 51 47 47 47 45 45 _ 45 �'. 20 113 L 101.......-._ 82 95 95 __..82 80 _ 80.. .-.. . 80 76 76 .-- 76 67 67._.. ..r 67 60 ._..r._.....60 60 _ 55 55......_....... 55 _ 51 .. _._.._ _._ 51 51 47 47 47 45 45 - 45 110; 25 112 100 L 82 - 95 95 82 81 81 81 77 -�_ 77 _i _ 77 68 68 68 61 61 61 56 56 56 52 52 52 48 48 48 46 46 46 30 110 110 110 96 96 96 82 L 82 82 79 _ 79 I 79 70 70 - 70 63 63 63 57 57 __ 57 54 - _ 54 - 54 51 51 - 51 47 47 • - 47 35 109 109 -� 109 97 97 97 85 1 85 85 83 83 i 83 74 74 74 67 67 67 61 61 61 56 56 56 53 53 53 51 51 51 40 108 108 108 99 99 99 88 88 88 87 87 _I 87 78 78 78 71 71 71 66 66 66 61 61 • 61 57 57 • 57 54 54 54 45 107 107 107 102 102 102 92 92 92 91 91 91 85 85 85 78 78 78 72 72 72 68 68 68 63 63 63 60 60 60 5 118 99 79 98 98 ; 79 83 83 79 81 1 81 _.._1.•.. 79 73 • 73 73 67 67 67 61 .1. 61 61 57 57 57 54 54 54 51 51 51 10 116 - 100 80 96 96 •(• 80 81 1_ 81 80 80 80 j 80 70 70 I 70 63 63 63 57 57 57 54 54 54 51 51 51 47 47 47 15 115 98 95 95 _ 80 80 80 80 76 76 76 67 67_.._..._. 67 __.. _......60.• 60 60 54 54 ~T 80 54 51 -1---51 yj 51 47 47 47 45 45 45 • 20 113 I -97......_ .. 79 95 -- 95 . 79 80 T 80 79 76- - 76 -� 76 67 _- 67 I 67 60 60 60 55 55 55 51 51 i 51 47 47 _ 47 45 45--'-45 1'15 25 112 . I .. 96 78 95 -- 95 78 81 _ 81 78 77 77 77 68 68 .1 68 61 61 61 56 56 56 52 52 52 48 48 48 46 46 46 30 107 ; 107 107 94 94 - 94 82 82 82 79 I 79 1_ 79 70 1 70 70 63 63 63 57 r 57 I 57 _ 54 _ 54 1 54 51 51 51 47 -T� 47 I 47 35 106 I 106� 106 96 _ 96 i 96 84 84 84 83 83 -T 83 74 I 74 I 74 67 67 67 61 L 61 I 61 56 56 1 56 53 53 _ 53 51 _I 51 7 51 40 105 105 105 98 98 98 87 87 87 86 86 — 86 78 78 78 71 71 71 66 66 66 61 61 61 57 57 57 54 54 54 45 105 104 104 100 100 100 90 - 90 90 90 90 90 84 84 84 78 78 78 72 72 72 68 68 68 63 63 63 60 60 60 5 118 95 76 98 95 76 83 83 76 81 81 76 73 73 73 67 67 67 61 _ 61 61 57 57 57 54 54 54 51 51 51 10 116 96 77 96 96 77 81 81 77 80 80 77 70 70 70 63 63 63 57 57 57 54 54 _ 54 51 51 51 47 47 47 15 115 94 76 95 94 _ 76 80 80 76 76 76 76 67 67 67 60 60 60 54 54 54 51 I 51 51 47 47 47 45 45 45 20 113 93 76 95 93 76 80 80 76 76 76 76 67 67 67 60 60 60 55 55 55 51 51 51 47 47 47 45 45 45 120 25 112 92 75 95 92 - 75 81 _ 81 75 77 _ 77 - - 75 68 68 68 61 61 61 56 56 56 52 .... 52 52 48 48 48 46 46 46 30 104 104 104 93 93 93 81 81 81 79 79 79 70 70 70 63 63 63 57 57 57 54 54 54 51 51 51 47 47 47 35 103 103 103 94 94 94 83 83 83 82 i 82 82 74 74 74 67 67 67 61 61 _1 61 _ 56 56 56 53 53 53 51 51 51 40 103 102 102 96 96 — 96 86 86 86 85 ___L 85 85 78 78 78 71 71 71 66 66 66 61 -1- - 61 61 57 57 57 54 54 54 45 102 101 101 98 98 i 98 89 I 89 89 88 ! 88 - 88 83 83 83 78 78 78 72 72 72 68 - I 68 68 63 63 63 60 60 60 5 115 87 70 98 87 70 83 83 70 81 81 70 73 73 70 67 67 67 61 61 61 57 57 57 54 54 54 51 51 51 10 116 88 71 96 88 71 81 _�81 71 80 80 71 70 70 70 63 63 63 57 57 I 57 54 54 54 51 51 51 47 47 47 15 115 - 87 71 95 87 1 71 80 80 71 76 76 71 67 67 67 60 60 60 54 54 54 51 51 51 47 47 47 - 45 45 45 20 113 86 70 95 86 _ 70 80 80 70 76 76 70 67 67 67 60 60 60 55 55 • 55 51 51 51 47 47 47 45 45 45 130 25 112 85 70 95 85 ~__ 70 81 81 70 77 77 70 68 68 68 61 61 61 56 56 56 52 52 52 48 48 48 46 46 46 30 99 98 98 90 90 90 79 79 79 77 77 77 70 70 70 63 63 63 57 l• 57 57 54 54 54 51 51 51 47 47 47 35 98 97 97 91 91 91 •81 81 81 80 80 80 74 74 74 67 67 67 61 (_ 61 61 56 56 56 53 53 53 51 51 51 40 97 96 96 93 93 93 83 83 83 82 82 82 77 77 77 71 71 71 66 66 66 61 61 61 57 57 57 54 54 54 45 97 .. 95 95 95 95 95 86 86 86 86 86 86 81 81 81 76 76 76 72 ... 72 .. .... 72 68 68 68 63 63 63 60 60 60 5 107 81 65 98 81 _ 65 83 81 65 81 81 65 73 73 65 67 67 65 61 61 61 57 57 57 54 54 54 51 51 51 10 111 82 66 96 82 66 81 81 66 80 80 66 70 70 66 63 63 63 57 57 57 54 _ 54 _ 54 51 51 51 47 47 47 15 109 81 66 95 81 66 80 1 80 66 76 76 66 67 67 11 66 60 I 60 60 54 54 54 51 - 51 I 51 47 47 47 45 - 45 I 45 20 107 80 65 95 80 65 80 I 80 65 76 76 65 67 67 I 65 60.--T- 60 - 60 55 55 55 51 51 51 47 47 47 45 45 I 45 140 25 106 80 65 95 80 65 81 1 80 65 77 77 65 68 68 T 65 61 61 61 56 56 56 52 52 52 48_ 48 la. 48 46 [ 46 _i 46 30 94 1 92 92 87 87 87 77 -' 77 77 76 76 76 69 - 69 69 63 63 63 57 57 57 54 54 54 51 51 I 51 47 I _ 47 47 35 93 I 91 91 88 88 _ 88 79 79 79 78 78 78 72 72 72 67 67 67 61 61 61 56 56 _; 56 53 53 53 51 1 51 -I 51 40 93 90 90 90 90 I 90 81 81 81 80 80 80 76 76 76 70 70 70 66 66 66 61 61 61 57 57 57 54 _ 54 54 45 92 89 89 91 89 j 89 84 84 84 83 83 83 79 79 79 75 75 75 71 71 71 68 ' 68 ...... 68 63 63 63 60 ..-' 60 60 5 100 75 60 98 75 __I+ 60 83 75 60 81 75 60 73 73 60 67 67 60 61 61 60 57 57 57 54 54 54 51 51 51 10 104 76 62 96 76 I 62 81 76 62 79 76 62 70 70 62 63 63 62 57 57 57 54 54 54 51 51 51 47 47 47 J 15 102 76 62 95 76 62 80 76 62 76 76 62 67 67 L 62_ 60 60 _ 60 54 54 54 51 _T 51 51 47 47 47 45 45 45 20 101 75 61 95 75 I 61 80 1 75 61 76 75 61 67 T 67 L 61 60 -' 60 60 55 55 55 51 51 51 47 47 47 45 45 45 150 25 99 _ 75 61 95 75 1 61 81 75 61 77 75 75 74 74 74 68 68 75 61 68 68 61 61 61 61 56 56 56 52 52 52 48 48 48 46 46 46 30 89 I 86 86 84 84 84 75 54 54 51 51 51 _ 63 57 57 57 54 µ 68 63 63 47 47 47 35 89 85 85 85 85 85 77 J 77 77 76 76 76 70 70 70 66 66 66 61 61 61 56 -- 56 56 53 53 53 51 51 51 40 88 85 85 87 85 I 85 79 79 79 78 78 78 74 1 74 74 69 69 69 66 66 66 61 61 61 57 57 57 54 54 54 45 88 84 84 88 84 84 81 81 81 81 81 81 77 77 .. 77 74 74 74 70 70 70 67 67 67 63 63 63 60 60 60 5 93 70 57 93 70 57 83 70 57 81 70 57 73 70 57 67 67 57 61 61 57 57 57 57 54 54 54 51 51 51 10 97 1 72 - 58 94 72 58 79 72 58 78 72 58 70 70 58 63- 63 58 57 57 57 54 54 54 51 51 51 47 47 1 47 15 96 __71 58 93 71 58 79 71 58 76 __ 71 -_ 58 67 _ 67 L 58 60 -- 60 58 54 54 54 51 51 51 47 47 47 45 45 45 20 95 71 58 93 71 58 79 71 58 76 71 58 67 67 58 60 60 58 55 55 55 51 51 51 47 47 47 45 45 7 45 160 25 94 70 57 93 70 57 79 70 57 77 70 57 68 68 1, 57 61 61 57 56 56 56 52 52 52 48 48 48 46 46 46 30 85 _ 81 81 82 81 81 73 73 73 72 72 _ 72 67 67 67 62 __ _ 62 62 57 57 57 54 54 54 51 51 51 47 47 1 47 35 85 l 81 81 83 81 81 75 75 75 74 I 74 �- 74 69 69 69 64 64 64 61 61 61 56 56 56 53 53 53 51 51 I 51 40 84 I 80 80 84 80 80 77 77 77 76 ._._.... 76 76 72 72 72 68 68 68 64 64 64 61 61 61 57 57 57 54 54 I 54 45 84 79 79 84 79 79 79 79 79 78 78 78 75 75 I 75 72 72 72 69 69 69 66 66 66 62 62 62 60 60 60 5 88 10 92 _ 66 53 88 66 53 83 _ 66 53 81 66 53 73 _ 66 53 67 __ 66 53 61 61 _ 53 57 _ 57 53 54 54 53 51 51 51 15 91 _�...._ 67 _....._54 91 67 54 767 55 7 67 54... .67 55 77 76.. . .I 6767 f-... 54 67 .._L. .55 70 67. ._...... 55 60 60 54 54 54 _I 54 _..55 - 51 1 51 - .51 47 47 l__ 47..__ 45 __^ _ 45 1 47 45 20 90 67 54 90 67 54 77 67 54 76 I 67 54 67 I 67 54 60 60 54 55 55 1 54 51 I 51 51 47 47 ; 47 45 45 45 170 25 88 66 54 88 66..__...M... 54 78 66 54 76 I 66 __.54 68 66 54 61 61 54 56 56 ! 54 52 I 52 52 48 48 48 46 46 46 30 81 77 77 79 77 77 71 71. 71 70 _ 70 _ _ 70 66 66 66 61 61 61 57 57 57 54 54 _ 54 51 51 ! 51 47 _�-- 47 -_. 47 35 81 76 76 80 76 _ 76 73 73 73 72 72 72 68 68 68 63 63 63 60 - 60 I 60 56 56 56 53 53 53 51 51 1 51 40 81 76 76 81 76 76 74 74 74 74 74 74 70 70 70 67 67 67 63 - 63 63 60 60 'I 60 57 57 57 . 54 54 54 45 80 75 75 80 75 75 77 75 75 76 75 75 73 73 73 70 - 70 70 67 67 67 64 64 I 64 62 62 62 60 60 60 5 83 62 50 83 62 50 83 62 50 81 62 50 73 62 50 67 62 50 61 61 50 57 57 50 54 54 50 51 51 50 10 _. 87 64 f_ 52 87 64 -� 52 - 77 - 64 52 76 - 64 - 52 70 64 52 63 _...._.._ 63 52 57 57 52 54 54 ---- 52 51 51 51 47 47 I 47 .. . - - - .�._ _ 15 86 ( 63 52 86 63 52 76 63 52 75 63 52 67 63 52 60 60 __._.52 54 54 52 __.. 51 ..__ 51 45 I 45_ ..._..__.51 - 47 47 l_ 47 -- 45 . 20 85 I 63 51 85 63 --.51 76 -�63 51 75 - 63 51 67 63 51 60 60 51 55 55 51 51 51 51 47 47 47 _ 45 45 _ 45 180 25 84 ...?...._....63 51 - -. 63 51 77 63 51+ 75 63 --- 51 68 63 _ 51 61 - -- 61 51 56 56 S1 52 52 ..._._._._. 51 am_._..__... .-.._ _. 48 46 46 -- 46 30 78 73 73 77 73 73 69 1 69 69 69 69 69 64 64 64 61 61 61 56 56 56 54 54 54 51 51 51 47 47 _ 47 _ 35 77 j 73 73 77 73 73 71 ' 71 71 70 70 70 66 66 66 62 62 62 59 59 59 56 56 56 53 53 I 53 51 51 I 51 40 _...77 ...._ 72 72 77 72 -... 72 72 .._.._ 72 72 72 72... 1.- 72 68 68 68 66 ._.....66 ..__ _. 66 62 62 I -_ 62- 59 - 59 T 59 56 �_ 56 s6__... 54 54 I 54 _ _. - fi3— 63 61 61 61 59 59 �_ 59 45 77 72 72 ..... 77 ._.._._ 72 -.._._.. 72 74 72 72 74 .. I 72 72 71 -I .. 71 71 68 68 68 66 + 66 T- 66 63 ,' , , 5/2/2018 Load Test Results-Parallel to Seam-S-5! Search... WHERE TO BUY -,c 7 d `-St Results (PaiI L«- - m-1 This page shows our current list of Load Test Results. You can filter test results by Panel Manufacturer and/or Product. Chose from the options below to display the desired load test results. Panel Manufacturer: Custom Bilt Metals Product: All Products Units: Imperial Safety Factor: 2 Showing Test Results for S-5-S Custom 13Ht _seREW DLL.MATE S-51 THICKNESS FAVL.URE ALLOUVABLv CLAMP MANUFACTURER PRODUCT MATERIAL V ENSiON LOADMODEV_® D Qphs� ' " .).0 'S QVwcch-Vbs) (Vhs) S-5-S Custom Bilt Metals CB 150 24 ga steel 115 1817 F 909 3 https://www.s-5.com/resources/load-test-results/parallel-to-seam/?clamp=2265 1/3 5/2/2018 Load Test Results-Parallel to Seam-S-5! (Single Fold) NT S-5-S Custom Bilt Metals NT 1750 24 ga steel 115 1883 B 942 S-5-S Custom Bilt Metals SLZ 1000 24 ga steel 115 1030 B/F 515 Notes 1. CAUTION: Note screw tension to avoid damage to this profile. 2. CAUTION: These are cap-seam type profiles. The cap of this profile should be mechanically fastened to the seam somewhere along its length with one lap tek. 3. SINGLE FOLD: These profiles are seamed to 90 degrees. 4. ATTENTION: The dimensioning on these seams is such that the clamp will not slip over the seam. Some hand crimping at the clamp location will resolve this problem. 5. ATTENTION: Two piece clamp utilizes two M8 bolts & GX50, not setscrews. 6. ATTENTION: Two piece clamp utilizes one M8 bolt& GXM50, not setscrews. 7. SETSCREW TENSION: Please note the setscrew tension. Panel has been tested with increased setscrew tension. 8. ATTENTION: Load values averaged and reported based on 4 or more tests repetitions performed. 9. ATTENTION: Test protocol preformed utilizing concealed standing seam clip. 10. ATTENTION: Clamp utilizes opposing setscrews. 11. ATTENTION: Two piece clamp utilizes one M8 bolt& GXM10, not setscrews. 12. ATTENTION: Two piece clamp utilizes two M8 bolts & GX10, not setscrews. This table represents tensile loads applied to the clamp in a direction parallel to the panel seam. Panels must be adequately attached to the structure at their point of fixity to resist these loads. Allowable loads are listed utilizing a default Factor of Safety (FS) =2.0. Actual factor of safety is the responsibility of the designer and should be employed as appropriate. Enter desired Factor of Safety and reset/re-tabulate. All tabled values are dependent upon setscrew tension. Load testing of S-5!®clamps is conducted with setscrews tensioned at 150 inch pounds (22 gauge steel profiles) or 115 inch pounds (24 gauge steel and all other metals). When relying upon published load values, setscrews should be tensioned and verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. https://www.s-5.com/resources/load-test-results/parallel-to-seam/?clamp=2265 2/3 fi . f ;MAY07 2010 To Be Completed By the Applicant , : F r OF ANIAGORTES Project Address: 7 I Co L- & EMI IQ -/d,6 ✓ A) coRrEs 9gdeD I Project Applicant: NYE_ / E u E c- r 1 c. 4 EtJ o .' ( lam s Applicant Email: fi.),9LJ thltyvAint P6WaltScbLG, C6APhone No.: 3()) O -- -75.5 - 3 0 Site Owner Name: 3 ,%E rAAI H "Jo RI KS PV System Description: goo L`411,- tN EVi / 2kGs.) ('y0) i S - (34' Dcn' c-lH��o Determine if your project is eligible for an over-the-counter Permit (Check Yes or No) Yes No 1. PV System is designed and proposed for a detached single-family house, duplex or ❑ townhome. 2. PV System is designed for rooftop of house in general compliance with applicable ❑ codes. 3. Mounting system is engineered and designed for PV. ❑ 4. Rooftop is made from light weight material such as shingles. ❑ 5. PV system will be permitted and pre-approved by Labor & Industries Electrical ❑ division. 6. To address uplift, panel are mounted no higher than 18" above the surface of the ❑ 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 per^ ❑ appurtenances weight no more than one of the following. IF Yes, indicate which: V'No more than three and one half (3.5 pounds per square foot (PSF) ❑ 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 ❑ roof-framing members as needed to ensure that no point loads in excess of fifty (50) pounds are created. 9. Attachment to the roof is specified by the mounting system manufacturer. ❑ 10. Panels are mounted no higher than the roof ridge or apex of roof (applies only to r ❑ pitched roofs). Comments: o'§y Checking this bon, D certify that aDD 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 Hall for an over-the-counter permit. To be Completed By Staff Project is eDigibDe for over-the-counter permit? ❑ Yes ❑ No City of Anacortes Photovoltaic System Permit ':Art, Submittal Requirements Permit Required: A building permit is required for the installation or replacement of solar/photovoltaic(PV) systems, including roof top arrays, ground-mounted arrays and PV water heaters. An electrical permit is required from the State Department of Labor& Industries. Single family residence rooftop installations meeting the criteria in the attached checklist are eligible to obtain a building permit over-the-counter at the permit center in City Hall. CODES: International Residential Code (Current Edition) International Building Code (Current Edition) International Fire Code (Current Edition) National Electrical Code (Current Edition) FEES: Building Permits for installations are based on the material cost of the support system and labor for the installation. SUBMITTAL REQUIREMENTS FOR PV(OTHER THAN ONLINE OR OVER-THE-COUNTER PERMITS): 1) Permit Application Form A. 2) Site plan showing location of house and array/equipment on lot,with setback dimensions to property lines. 3) Roof plan showing the array. 4) Manufacturer specifications or the PV panels and mounting hardware. Include the weight of the equipment. 5) For rooftop systems not conforming to all of the criteria in the attached checklist, provide a roof framing plan and either: a) Structural calculations by a WA State Licensed Engineer or other competent person showing the adequacy of the existing roof structure to support the additional load, or b) Documentation showing that the roof structure was substantially overbuilt compared to prescriptive code requirements. 6) For ground mounted systems provide structural calculations by a WA state licensed engineer or other competent person showing how the structure meets wind design requirements for the structure and footings. Note that ground mounted equipment greater than 36 inches in height must adhere to minimum required property line setbacks of the applicable zoning district. NOTE:The purpose of this handout is to assist the public in complying with detailed permit submittal requirements. It is NOT a complete list of permit or code requirements and should NOT be used as a substitute for applicable laws and regulations. It is the responsibility of the owner/design professional to review the submittal for completeness and applicability to other codes. Only complete applications will be accepted by the City for review. i PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT fi , ;'0" .4, RESIDENTIAL B111DLDING PERMIT CHECKLIST "`` ' """ Mailing Address: P.O. Box 547, Anacortes, WA 98221 ��4c ow:- , Office Location: 904 6th Street, Atacortes WA 98821 `~'' Phone: (360) 293-1901, Fax.• (360) 293-1938 Plans shall be of sufficient clarity to indicate the location,nature, and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: SUBMITTAL REQUIREMENTS: o o' 0. eA IQ 0• E- The number indicates the number of A a b n as copies for submittal(if applicable). eD 0 0 ?: 0 S C C C q n Residential Building Permit Application 1 1 1 1 1 Site Plan(Drawn to Scale & Surveyed—if 2 2 0 2 2 applicable) Building Plans(Drawn to Scale) 2 2 2 2 2 Reduced Site Plan(11"X 17") 2 2 0 1 1 Reduced Floor Plan(11"X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) ✓ ✓ ✓ Drainage Plan/Small Parcel Stormwater 2 2 2 Plan Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon submittal) ✓ 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 I 65 PLANNING, COMMUNITY, &ECONOMI DEVELOPMENT D E "FIVIEPori RESIDENTIAL BUILDING PERMIT APPLIC I ! ti 7 2016 Mailing Address:P.O. Box 547,Anacortes, WA 98 . Office Location: 904 6th Street,Anacortes WA 988ri ` cps Phone: (360)293-1901, Fax: (360)293-1938 (CITY OF AN.A vts : r wa PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): PARCEL(S)#: 37I(7 LEEWPRA 1-4Ne , ,gA/R(oQ'TE.S 18.0111 Subdivision/Lot#: PROJECT VALUATION: $ �'7 co 0 APPLICANT: Phone: PA Ai EVL. ELec ►c 3(00 ° 755. 303 �' Address(Street,City,State,Zip): E-Mail Address: Be E H/ZEL- AvE (34.421-‘a)(.TD,-) 3a33 ANo t9BApo PoWe2ScAiurto s_ c-,1.1 PROPERTY OWNER: Phond: STEfL1p KENDPi .S .• b(o -351 - a8(a Address(Street,City,State,Zip): E-Mail Address: 37ito /-EEW AJLo u / - / AN✓kC6n S goZ2► SDrh1- e,,IoRtKsI3 e6MAIL.c6n-, CONTACT PERSON: Phone: WNDLi 3(00 ,755 3030 Address(Street,City,State,Zip): E-Mail Address: %33 r. Au( Qut2Lt!V J AJ wA c/S.,1, •3 (SNAIE> LENDING AGENCY: Phone: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* Phone: '1�, ,o.N E .E era_ c 36.0- 755 -363a Address(Street,City,State,Zip): E-Mail Address: l3,) e ACE AmE) Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes Etr S 116,5 R p 115117 business license prior to doing work in the City. Contact the City's Business License#:U Er Exp.Date: Finance Department at(360)299-1968. &Oa - 45 3 - lo(o a la/3(1/Vt PROPOSED WORK: INSTALL. 2aaF M6vcA/iro 5vt,A/2 PV S}/ST6h o 6,AAA6c •C/2kW) PROPOSED NEW SQUARE FOOTAGE: Basement SQ': ❑ Finished Basement: ❑ Unfinished Basement 1st Floor SQ': Garage/Carport SQ': 2°d Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: ❑ Yes ❑ No Lot Area SQ': I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Owner 0 Agent 0 (specify): Signature: Date: Page 1 of 3 n /�_%��`�•` �� ��� IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: New hard surfaces(pervious&impervious) Land converted from native vegetation to lawn or landscaping SQ' Land converted from native vegetation to pasture SQ' MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: Other#: Gas Water #: Location(s): Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: Laundry#: Other: Range Hood: #: Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer:/Duct: Gas#: Elec#: Other:#: Location(s): Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Gas Outlet(s): #: Location(s): Other: #: Location(s): TOTAL OUTLETS: PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes ❑ No ❑ Dishwasher: Backflow Prevention Device: Hose Bib: Other: TOTAL OUTLETS: TOTAL OUTLETS: Page 2 of 3 cUSTOM-BILT — 1 C."frons „,„ii,„iimmusimu.11 A 1 STANDING SEAM PANEL LAST-TIMES Brand Products , .„,4,. .6\-<--) .e. cic. cs. •C) f C") (C)te' f f &(1 C\ �e C . 04 �� / \6 ,•`\ ,� gyp,' , <by ,t'k1C' z/Z ____ �� -1 z c,c) �`' SQ 4 . . ...r .._... ENERi s:-Ari 77-- ...--'1"".. p , r I�.t. 1 : I PARTNER CB-Z000 i! • - - fviechanical Seam 2 inch 14; 1 S" !,'"in 12" , CB-1 SO 1 v2" 12', 16" Yin 12" II COMPARE PANEL FEATURES McChanical SealTi The adjacent chart allows you to compare CBMechanical Seam00 1 inch 13, 1 1'" in 12°� 0 00 C_�� 0 0 the various features, options and benefits SL-175o '-: 1 �{3ry F of different standing seam metal panel Snap LoLock1 '4 , 1�1 ' in 12' { ' r systems. Select the seam height, panel SL-100 width, options, locking system, gauge and I 12 , 16 in 12 0 0 0 0 • o Snap Lock, engineering suited best for your job. r 0 SLZ 1000 1 inch 13" 1 7" 3"in 1"2_" ,1 0 0 CD Snap Lock � t- CLASSIC STYLING CS-1o0 ,,, „ -� ' Standing Seam metal roofing is one of the Cap Seam 1 inch I-r ,,, ,8` 2 3 'in 12" 'ti:A> • oldest and most practical roofing solutions. 1 wS-100 Mail & Soffit 1 inch 12" NA ) 0 NA NA O �e. _ —�R__._ virtually all architecture styles. It produces Product availability varies in each location. 1:ph YES Q NO dramatic shadow lines that run • MATERIALS: �-- - continuously from ridge to eave accenting . Prefinished or Bare Zincalume-/Galvall_irne the pitch and plane of every roof angle. �f4 or G-90 Galvanized Steel in 24 & 26 gauge, Panels may be roll formed at your jobsite 4.°� - _ . - 22 gauge (non-standard) Copper-16oz, or 20oz. (non-standard) Prefinished or in our factories. R+ Aluminum in .032Thickness. ' _ LAST-TIME® DURABILITY . . �„- PAINT AND COLOR: The CB-150 is available in over 30 colors : nip( ': Titan' Cool Roof Reflective Paint utilizing �� t • ,r. featuring TITAN® COOL ROOF Reflective BASF'' and Kynar 500'' technology in over paint system. This system offers an 30 colors. See architectural color selection I 1 1/2" 7/16.! II incredible 35 year no fade warranty*. 3!8'J = chart, and request an actual metal sample 11/2" for final paint and color selection. TITAN® COOL ROOF I -12"& 16" -- I SPECIFICATIONS: Our reflective paint features BASF' and CB-150 Mechanical seam locking standing seams KYNAR 500' reflective pigmentation 1 1/," HIGH TITAN CB-150 MECHANICAL SEAM 1 1/2"high with a panel width of 12" or 16" technology to deliver highly efficient Allowable Live Load (psf) (Other widths available as non-standard) cooling performance. Testing data # of equal Panel Span (ft.) OPTIONAL STYLES: supports reflectivity of up to 60% of the Span j 2 3 4 S Stiffening Ribs or Striations (ask for details) heat from the sun and energy savings of ____" 12"width 1 235 j 104_ 59_1 38 ,;- up to 20%. Now you can have darker roof 24 Gauge 2 239 106 60___ _ 38 • colors and still enjoy energy savings. {: 3 279 f 124 ' 70 45 • 16"width 1 144 64 36 23 . • 4 *For complete guide specifications, 24 Gauge 2 144 64 36 23 Y AFTER installation details, and warranty -.- - -.- ' - - _.- �,��-1 5��:1� 3 168 75 { 42 27 EstilAIP4fi ; information visit our website: ; Loads shown are limited by L/240 deflection www.CustomBiltMetals.com CUSTOM-BILT METALS LOCATIONS ■ 1"_ •r_• 7 - f _r s ` 1��` WA Portland, OR '_,_ 1 �. Honolulu, HI 161 . .\ ,., ' (253) 872-7330 (503) 256-3328 (808) 845-1806 i m '° \— Chino, CA Phoenix, AZ New Orleans, LA E - ; (,909) 664-1550 (602) 484-701 S (504) 838-9344 ��,' T-11— ) --;-7 :71.' �---,�. f W. Sacramento, CA Spokane, WA San Jose, CA "` -i CUSTOM-GILT (916) 372-3706 (509) 533-1703 (800) 537-6040 ,,„ \.r' METALS_ \t Last-Time"and-ftTAWare a registered trademarks of Custom-gilttrletals, www.CustomBiltMetals.com LASTTIME`Brand Products Kynar 500'is registered to ATOFINA Chemicals;U1rra Cool''is registered to BASF' Since 1 974 Corporation;and Zir•,ceiume'Is registered to BIEC International. , 2012 Custom-Blit Metals,all rights reserved. Printed in the USA 0212-20M. i is i . . i u 1111111116111a SIN4111 • ie r . I y J4 t - ' s.- VI 1111111111111. , di t I0 . g 1 ... , ,. 1 in \ , , 1 ...0 . . 1 >11 i 1 Ai 1 1 Ell. . I it CI !Siii I r inak.. . (": .• . � Il i 111 . mi-iii .. ! s 1 ' • - g g ii, 4 N. AA 1111 2wEEvr36.rmI i.i v.r v6 f ' c Q CC • -� ` D lalki CI Ip ♦ r a tll t j semi,` eiZ . . , MP UII Piz" c..0 L,i IR , vif ,.. �.. 41 f o t . . :: t 7 ir 1 . , . , . .i i • ' to f ' 4 Ili , . . n 3 I Li, i • ��(Pi _.. ir litio sr O C ass X N r- ct I; 0_ ati w a"I kif% �, a 1 > v . la ihi! c) im v A >111 _. r MI FM lij 0w j Z . lUil #11.1 I , irl ' - .. , CC CCL W 14 I eel � Q a , • V vea 4 . 1111) CC 0 t. ` Ta 2 . or 110 j "714.34 it . i it j . It >II - I I am Oita W. bet porD egZ 0 1 Afr . . CC • re zr ai h. I y r^ 12te, CO - - . , � �J.f�I� ',/ ' M .env.. 01l I N. 4-0 Pp . . 4UIII s' �1 �• Ulan VI) cc . : - ;; wCD � '� fir# (7.4-5ers. "‘ 0 1 I r— R j - rr� 0 k S. ti ~ oi I o • i v�� ` _ l r , .. . , - - . c / ( % / c -.0LvTh: et IU1 , 7 ( \\\\\ 1 is 2 , ,_ , , , i ' t___,L \ _ -,, co , , ... , , , „ ... \ iii . \ \\ \\ - , ----ii Lo \ i 1 i _ __) / / 1 . ,, co ,.. ‘ , / , 13 The Right ;TT , ‘_J , �� (0 to S - 5 - S Ca i , -, . i „Ara Le) The S - S - S clamp was created specificall Y CO for popular snap -together profiles including residential profiles by Taylor Metals and Easy Lock Standing Seam . For horizontal seams under . 540 inches �" ( like the Firestone UC4) the S-5 -S or - - gS - 5 - S Mini can be used to avoid the n;: C necessity of crimping the sear . ; L Its simple design and size riiake it ran perfect for use with S - 5 ! ® snow retent' o u lif products and other heA y- a # * applications . Installation ) is i ti '-0 le - _ Ff as setting the paynted round -point Y- , setscrews into the clamp, placing the clamp on the sham , andghtelling 1 them to the specified tension . Then , affix I •- ancillary items using the bolt pic , +deL:of lea with the product. Go to - IMP c >1 www. S -5 . com/tools forlformation and , . C tools available for properly g ' ttac, hing ' and tensioningS-5 ! clamps. - j In 1'-'R 0 I O ■ .. i (- `- i:)I) i1/4:SO ITI‘ 1 3 CE5 Knii 11 I f. Clamp In Cor. -: - 1 in The S-5 -S Mini is a bit shorter than ta. . a S - 5 -S and has one setscrew rather th :_ 4 tU two. The mini is the choice for at_ t sac ing . . : , • all kinds of rooftop accessories : sag ;, ' : CU walkways, satellite dishes, antennas, O rooftop lighting, lightning protection so 0 ipm )1' CNI systems, solar arrays, t s; a � exha s Y � t'7 t3 bracing, conduit, condensate lines, OW - The s -5-s clampwasN" mechanical equipment just boutM — anything ! * created specifically for .� in aii popular sna 0 -together CV . _ '�.. *S-5 ! mini clamps are not compatible with, and should not profiles . it CD be used with 5-5! SnoRar/SnoFence"`` or ColorGardm snow CO retention systems. CO in 03 The strength of the S-5-S clamp is in its simple design. The patented , . _ • - setscrews will slightly dimple the met s.e am material but not pierce it— leaving roof warranties intact. The Right Way! The 5-5-5 and 5-5-5 Mini clamps are each furnished with ` 5-S Clamp the hardware shown to the right. Each box also includes a bit tip for tightening setscrews using an electric screw y X 16.00 mm gun. A structural aluminum attachment clamp, the 5-5-5 ' Hex Flange Bolt is compatible with most common metal roofing materials ( excluding copper. All included hardware is stainless 2.00" _,..----IF' ---IF' ��.-� 0.50" (51.00 mm) .70 mm) steel. Please visit www.S-5.com for more information i including CAD details, metallurgical compatibilities and ,/'" Two M10-1.5 specifications. A - ,,� Threaded Holes 4.50 The S-5-S clamp has been tested for load-to-failure 1.50" ®<<12. (38.00 mm) results on most major brands and profiles of sanding ❑ V seam roofing.The independent lab test data found at A n www.S-5.com can be used for load-critical designs and I 0.91" applications. S-5!® holding strength is unmatched in the (23.00 1 ,.—\ '" industry. Profiles that are shaped as illustrated below will c ' 1 fi work with the 5-5-S and S-5-S Mini. In order for the S-5-5 ,�� T or 5-5-S Mini to fit these types of seams, the finished seam � (14.00 m ) must: 00" (38.00 mm) --- - Two 3/8-24 X 0.80" • Be at least 1 .00"high. Round Point Setscrews • Have a height distance less than or equal to 0.25" between the male portion of the panel and female portion of the panel. Example Profiles illik , M8-1.25 X 16.00 mm Hex Flange Bolt One M8-1.25 .L'.'IMIlif 1- --)` 1.18" W Threaded Hole (30.00 mm)�_� Centered On Part V___. .. 1.50" , ii7.' - __�__� (38.00 mm) l\ ❑ o Al 0.91 01 (23.00 m) , 7TAAT ,_„/ ( , (14.00 mm) s) Q- 1.50" (38.00 mm) -r One 3/8-24 X 0.80" Round Point Setscrews Please note:All measurements are rounded to the second decimal place. S-5!e Vitamin! Please use this product responsibly! Distributed by Products are protected by multiple U.S. and foreign patents. Visit the website at www.S-5.com for complete information on patents and trademarks.For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses.Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel, and between 130 and 150 inch pounds for all other metals and thinner gauges of steel.Consult the S-5! website at www.S-5.com for published data regarding holding strength. Copyright 2013,Metal Roof Innovations,Ltd.S-5!products are patent protected. S-5!aggressively protects its patents,trademarks and copyrights.Version 111813. ltek SE 60-Cell Sob., Mc (__ _ r-N . . 4,, --= Design & Engineering lng C1t '° `: GENERAL DATA Cell Type • 60 high-efficiency monocrystalline p-type cells • 6 x 10 cell matrix Solar Glass • Ultra-clear anti-reflective treatment • Tempered,with low iron content • Anti-glare prismatic subsurface texture Backsheet • Multi-layered !n;'1ECHA [ICAO. DATA 11111111111111111.11 • Engineered adhesion for maximum weather protection Dimensions 1001mm x 1675mm x 40mm Frame • High-strength corrosion-resistant anodized aluminum Weight 43 lbs • Compatible with standard racking, accommodating both top-down clamps and bottom-flange mounting Cable • 42" 90°C 12AWG PV wire MAXIM ,1lit T61'',1 GS Junction Box • 3 bypass diodes • 1000 VDC MC4 connectors Operational Temperature -40...+90°C Grounding • Certified for Wiley Electronics WEEBTM grounding clips Maximum System Voltage 1000 VDC • Eight standard grounding locations per module for reduced ground wire length Design Load (UL 1703) Up to 113 lbs/ft2 Warranty 0 25-year power output • 12-year workmanship Maximum Load (UL 1703) 113 lbs/ft2. I Maximum Wind Load • 113 lbs/ft2 n1111A4 PlICATI10114S Max Series Fuse Rating 15A UL Listing UL ]703 Max Reverse Current 15A Fire Rating Type 2 ll C'Mit '/ LITRE PLATING'S PID Free 500+ hours Nominal Operating ARRA, BAA, and TAA Compliant Cell Temperature (NOCT) 45.01°C Temperature Coefficient of PMPP -0.39%/°C EL CT KF AL DATA* 295 S 300 SE 305 SE Temperature Coefficient of Vac -0.29%/°C Maximum Power-PMAx(Wp) 295 300 305 Temperature Coefficient of Ise +0.04%/°C Maximum Power Voltage-VMPP(V) 32.8 32.9 33.1 Temperature Coefficient of VMPP -0.38%/°C Maximum Power Current-I MPP(A) 8.9 9.0 9.1 *Electrical characteristics may vary within ±2% of the Open Circuit Voltage-Voc(V) 39.7 39.8 40.0 indicated values at Standard Test Conditions (STC): Irradiance of 1,000W/m2, AM 1.5 spectrum, cell TS4-L Open Circuit Voltage-Voc(V)"• 37.8 37.9 38.1 temperature at 25*C. For full electrical data on all Short Circuit Current-lsc(A) 9.6 9.7 9.8 wattages please see installation manual. Module Efficiency 17.59% 17.89% 18.19% Note:specifications subject to change without notice. ** TS4-L is temperature independant 101.5 mm 203 mm ;..-. [4 in] [8 in] 9.5 mm 5 mm ,, i 0 [.375 in] 0[.198 in] TYP ! TYP TYP TYP 79.5 mm MADE IN AMERICAS IMPORTED OF U AND PORTED PARTS [3.13 in] ct,. * • , • • • ," A 100 mm C C ( � [3.94 in] r; 27 mm CERTIFIED MADE [1.06 in] IN WASHINGTON ��1 ♦ 3 j - ♦0 ' 1001mm T 1067mm �[ [39.41 in] 178 mm �` [42 in] [7 in] ^ y -- -- IMP + CERTIFIED MADE c ] i o 947 mm IN MINNESOTA _ ] = - [37.28in] 127 mm [5 in] �� Junction Box m E� ' ® • i24610 in]m • ♦ ARRA,BAA,and TAA Y ® ♦ I Solar Project Complianl • Frame Depth: 40mm[1.57 in] • n� C US / • 6 ♦ ♦ ♦ * * .3 * °sn° [ 1219 mm Intertek [48 in] 'I 1675 mm [65.94 in] T Manufacturing Facilities: 3886 Hammer Drive, Bellingham, WA 98226 I 2746 31st Avenue South, Minneapolis, MN 55406 Sales Offices: WA: (360) 647-9531 { MN: (612) 318-6384 I CA: (360) 393-0178 info@itekenergy.com I www.itekenergy.com V5.10. 1 7 4 ?e; 41.E k ..i I ion t ! ► ,...„ . , . ..,.. , . . ti. ... _... .. � St _ r� fi ?ii. ' ' .F. ,r, ' tlp , „, • r.tt ue • fir` „: .' 4'it ' _! t::: . , _____________----- NZ IA L _ .,,,.. i . .„_..„ _ = �_ '` `4`. rt '_lam. i_..,,_ e47";s4r. 4 — — 1- _- t T We offer solar modules of unsurpassed quality that exceed performance expectations at an affordable price. ®® /111) � I IH High-efficiency monocrystalline silicon ®' I PERC cells ®®1 1 I Certified PID-free above and beyond EMI® I I 1 the industry standard1111.11.11®� . ! ! Full quality check of every module IMMI®� along the production line ®i 1 ® ; I ! I I ! I ' I Impact resistant, anti-glare solar glass MEI II Our Declare listing shows commitment II® j 1 1 I j to transparent, sustainable practices I 1I i 1 Connect with us:www.itekenergy.com 1 info@itekenergy.com 0C1 Declare. IA:ch-.41 wit k Iii Itek Energy SE Module Itek Energy,LLC Final Assembly❑elPngl-pan.,\JF.U_h ENERGY Final Asse bly:tl)'1-t Entl o[LI[e OPllons:T.ike Ea.:I.P• r,r:Pvi.irtnTrt. y'**� � wno �* We Declare'our product with Building Solar 1 Powering The Future MADE IN AMERICA The Living Future Institute OF U.5.AND IMPORTED PARTS 1495 Zephyr Avenue IRON RI Dom'E Hayward,CA 94544 1-800-227-9523 IronRidge.com Attn: Corey Geiger, COO, IronRidge Inc. Date: March 27th, 2018 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic(PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference standards for the load conditions and configurations tabulated in the attached span tables: • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures(ASCE 7-10) • 2015 International Building Code (IBC-2015) • Washington State Building Code Amendment WAC 51-50 • 2015 Aluminum Design Manual (ADM-2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 &3, and roof slopes from 0°to 45°. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 45°or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-1