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Home My WebLink AboutPLANS PV System 900 Moraine Ave 2021-11-17Rev SRU-HP ASTRO CHSM72M(DG)-F-GH Structure adjusted to 23.0 kW 56 303-552-7468 ddandeneau@ipoweralliance.com Colorado, US 900 Moraine, Estes Park IPA-21032402 ESTES PARK PRESENTATION L.A.F.P. 2021-08-12 PV0.0011:40 Revision DC Size : agreement with, the above statement. Notice document, the client understands, and is in full such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of validity of any roof warranty, ballasting or anchoring of the responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# DateReview 08-12-2021 E-mail : projects@opsun.com new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 IPA-21032402-PV0.00 Digitally signed by Christopher S Klinga P.E. DN: C=US, E=chris@solmotiv.com, O=SolMotiv LLC, CN=Christopher S Klinga P.E. Location: Boulder, CO Reason: I am the author of this document Contact Info: 303 859 5570 Date: 2021.09.01 12:01:38-06'00' 21-ep-00471 I-CODES 2015 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION SAFEbuilt APPROVED Subject to inspection and compliance to all relevant Adopted Building and Municipal codes. Changes in Plans MUST be approved. D.GRAHAM 11/17/2021 PATHWAYS DO NOT MEET CODE REQUIREMENTS. THE PATHWAYS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT AND APPROVED SEE LETTER DATED 10.14.2021 VALID: -End surfaces fully in contact. -Lock nut fully inserted. -Lock nut and screw assembled the proper way. INVALID: End surfaces not fully in contact. INVALID: Lock nut not fully inserted. INVALID: Lock nut and screw assembled backwards PROPER LOCK NUT AND SCREW ASSEMBLY (BACKSLASH). INVALID LOCK NUT AND SCREW ASSEMBLY (SLASH). 08-12-2021 56 SRU-HP ESTES PARK 01 structure dimensions Rev F.P. NOTES ddandeneau@ipoweralliance.com Colorado, US 1 IPA-21032402-PV0.100 PV0. L.A. 2021-08-12 Revision IPA-21032402 1:96 900 Moraine, Estes Park DC Size : Updated with new Review such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of 23.0 kW agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# Date document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the 303-552-7468 ASTRO CHSM72M(DG)-F-GH 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : E-mail : projects@opsun.com All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 10 1.0 GENERAL NOTES 1.1 THE CONTRACTOR(S) MUST VISIT SITE AND COMPARE ALL SITE CHARACTERISTICS WITH OPSUN’S PLANS AND MUST REPORT ANY DISCREPANCIES TO OPSUN WITHOUT DELAYS BEFORE PROCEEDING WITH THE WORK. ANY DEVIATION FROM OPSUN’S PLANS DURING INSTALLATION MUST BE REPORTED TO OPSUN. 1.2 THE ENGINEER DOES NOT TAKE ANY RESPONSIBILITY FOR ROOF UPLIFT WHERE THE ROOFS HAVE NOT BEEN ADEQUATELY TIED TO THE FOUNDATIONS AS REQUIRED BY THE RELEVANT BUILDING CODES. 1.3 OPSUN ASSUMES THAT THE PV SYSTEM IS INSTALLED IN ACCORDANCE WITH REGULATIONS FROM MUNICIPAL AUTHORITIES, AND THAT IT CONFORMS WITH ALL SUCH REQUIREMENTS OF THE RELEVANT BUILDING CODES AND MUNICIPAL LAWS. OPSUN ALSO ASSUMES THAT THE BUILDING WAS PREVIOUSLY APPROVED BY THE MUNICIPAL BUILDING DEPARTMENT, AND THAT IT CONFORMS WITH REQUIREMENTS OF THE RELEVANT BUILDING CODES. 1.4 PROVIDE A MINIMUM SEPARATION BETWEEN THE RACKING SYSTEM AND ROOF EDGE AS NOTED ON THE DRAWING, OR AS REQUIRED BY LOCAL LAWS AND REGULATIONS. 1.5 REVIEW OF THE STRUCTURAL CAPACITY OF THE EXISTING ROOF TO SUPPORT THE PV SYSTEM IS TO BE DONE BY OTHERS. 1.6 THE RACKING SYSTEM IS DESIGNED TO RESIST UPLIFT, OVERTURNING, AND SLIDING. 1.7 NOTES ON THIS PAGE NOTES ON THIS PAGE APPLY BY DEFAULT. CAN DIFFER WHERE INDICATED IN THIS DOCUMENT 2.0 GENERAL INSTALLATION NOTES 2.1 READ STRUCTURAL DRAWINGS / BUILDING PERMIT DRAWINGS / CONSTRUCTION DRAWINGS IN CONJUNCTION WITH THE PRODUCT INSTALLATION INSTRUCTIONS (WITHIN THIS DOCUMENT AND/OR OTHER PROVIDED DOCUMENTS). 2.2 ON-SITE POSITIONING OF COMPONENTS, SUB-ASSEMBLIES AND ASSEMBLIES MUST BE DONE USING DIMENSIONS PROVIDED IN THIS DOCUMENT. IF POSITIONING WITH THE PROVIDED DIMENSIONS IS NOT POSSIBLE, THE INSTALLER SHALL CONTACT AN OPSUN REPRESENTATIVE. ELEMENTS POSITIONED ELSEWHERE THAN WHERE INDICATED ON PLANS SHALL VOID ALL WARRANTY. 2.3 ANY PERMANENT DEFORMATION (PLASTIC DEFORMATION) DUE TO OVER-TORQUING, HANDLING, SHIPPING OR ANY OTHER REASON SHALL BE BROUGHT TO THE ATTENTION OF AN OPSUN SYSTEMS REPRESENTATIVE WITHOUT DELAYS. 2.4 1.1 THERE MUST BE A MINIMAL 13MM (0.5IN) THERMAL BREAK FOR ANY CONTINUOUS RAIL LENGTH OF 14.6M (48FT). NO PANEL SHALL BE INSTALLED OVER SUCH THERMAL BREAK. 2.5 IF THE INSTALLER BREAKS THE ADHESIVE OF THE PROVIDED HEX CAP SCREWS WITH LOCTITE BY TIGHTENING AND UNTIGHTENING THE FASTENER, THE INSTALLER MUST USE NEW FASTENERS, APPLY LOCTITE 204 OR EQUIVALENT, OR USE AN ADEQUATE LOCK WASHER. 2.6 ALL PV WIRES MUST BE SECURED USING AN APPROPRIATE CABLE TIE OR STAINLESS STEEL CABLE CLIP (WILEY / BURNDY OR EQ. BY OTHERS) ATTACHED TO THE RACKING STRUCTURE AT EACH 1M (3.28 FT). 2.7 OPSUN'S LOCK NUT (LN1): 2.7.1 END SURFACES OF THE LOCK NUT MUST BE FULLY IN CONTACT WITH THE INTERIOR SURFACES OF RAILS. 2.7.2 LOCK NUTS MUST BE FULLY INSERTED INTO RAIL SLOTS. LOCK NUTS MUST NOT PROTRUDE AT RAIL ENDS. 2.7.3 LOCK NUTS MUST BE ASSEMBLED TO LOOK LIKE A BACKSLASH WHEN LOOKING AT THE FASTENERS’ HEAD. 2.8 REQUIRED FASTENERS TIGHTENING TORQUE: 2.8.1 3/8" HEX CAP SCREWS (BL-SS-3/8-XX) COUPLED TO LOCK NUTS (LN-1) MUST BE TORQUED AT 16 N·m (12 lbf· ft). 2.8.2 3/8" HEX CAP SCREWS (BL-SS-3/8-XX) COUPLED TO HEX NUTS (N-SS-3/8) OR KEPS NUTS (KN-SS-3/8) MUST BE TORQUED AT 27 N·m (20 lbf· ft). 2.8.3 TORX SCREWS (CLICLOCS) MUST BE TORQUED AT 12-14 N·m (9-10 lbf· ft). 2.8.4 M8 SCREWS COUPLED TO FIT NUTS (FN1-AL) MUST BE TORQUED AT 9.0 N·m (80 lbf· in). 2.8.5 1/2"HEX CAP SCREWS (BL-SS-1/2-XX) COUPLED TO HEX NUTS (N-SS-1/2) MUST BE TORQUED AT 58.3 N·m (43 lbf· ft). 2.8.6 1/4"HEX CAP SCREWS (BL-SS-1/4-XX) COUPLED TO HEX NUTS (N-SS-1/4) MUST BE TORQUED AT 8.5 N·m (75.2 lbf· in) 2.8.7 10/32"HEX CAP SCREWS (BL-SS-10/32-XX) COUPLED TO HEX NUTS (N-SS-10/32) MUST BE TORQUED AT 3.6 N·m (32 lbf· in). 3.0 MATERIALS 3.1 RAILS ARE MADE OF ALUMINIUM 6005A-T61. 3.2 FIXTURES ARE MADE OF ALUMINUM 6005A-T61, 6005-T5 AND 6061-T6. 3.3 ALL FASTENERS ARE MADE OF STAINLESS STEEL 304 AND 316 EXCEPT WHERE INDICATED. 3.4 LOCK NUTS (LN1) AND FIT NUTS (FN1) ARE MADE OF ALUMINUM 6061-T6. 4.0 DESIGN/CODES COMPLIANCE AND REFERENCES 4.1 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES [ASCE 7-10] 4.2 ESTES PARK BUILDING CODE 4.2 IBC 2015 4.3 ALUMINUM ASSOCIATION - ALUMINUM DESIGN MANUAL, 2015 4.4 AISC DESIGN GUIDE 27 - STRUCTURAL STAINLESS STEEL 4.5 WIND LOAD ON OPSUN PV MOUNTING SYSTEMS, BLWT-SS36-2010, ALAN DAVENPORT WIND ENGINEERING GROUP, S. FARQUHAR, G.A. KOPP WIND LOAD ZONING FOR OPSUN ROOF MOUNTED SOLAR ARRAYS, OPSUN ROOF ZONING-MARCH 25, 2014 LETTER REPORT 4.6 THE BOUNDARY LAYER WIND TUNNEL LABORATORY, «ROOF MOUNTED PV ARRAY - EXPANSION OF WIND TUNNEL STUDY RESULTS», WESTERN UNIVERSITY, S. FARQUHAR, G.A. KOPP, FEBRUARY 22 2018 RWDI REPORT #1701352, PV PANEL SNOW ASSESSMENT, A. BROOKS, E. CHRUSCINSKI, MAY 16 2018. 4.7 THE ADDITION OF THE SOLAR PANELS IS NOT EXPECTED TO RESULT IN SIGNIFICANT CHANGES TO OVERALL ROOF SNOW LOADS AND PATTERNS. WITH SOLAR PANELS IN PLACE, SNOW LOADS TEND TO CONCENTRATE IN THE SPACES BETWEEN ROWS AND IN THE GAPS BETWEEN MODULES.THE DESIGN SNOW LOADS FOR THE PV PANEL SURFACES THEMSELVES ARE USUALLY EQUIVALENT TO THE WORSE SNOW FALL EVENT IN 50 YEARS. 5.0 SPECIFIED COMPONENT CERTIFICATION 5.1 FATH CLICLOC (SOLAR MODULE END AND MID CLAMPS) SHOULD BE IN ACCORDANCE WITH : CSA C22.2#41 GROUNDING AND BONDING EQUIPMENT; AND ANSI-UL 467 ED.9 STANDARD FOR SAFETY FOR GROUNDING AND BONDING EQUIPMENT. 5.2 PV MODULES (BY OTHERS) SHOULD BE IN ACCORDANCE WITH UL-1703. GROUND LUGS (BY OTHERS) SHOULD BE IN ACCORDANCE WITH ANSI-UL 467 ED.9 STANDARD FOR SAFETY FOR GROUNDING AND BONDING EQUIPMENT. LATITUDE, LONGITUDE 40.36415,-105.54390 DESIGN CRITERIA CODE(S)ASCE 7-10 CITY REFERENCE ESTES PARK BUILDING CODE RISK CATEGORY II WIND BASIC WIND SPEED, V 175 MPH EXPOSURE CATEGORY C ROOF HEIGHT 17 FT EXPOSURE COEFFICIENT, Kz 0.87 DIRECTIONALITY FACTOR, Kd 0.85 TOPOGRAPHIC FACTOR, Kzt 1 SNOW GROUND SNOW LOAD, Pg 70 PSF IMPORTANCE FACTOR, IS 1 THERMAL FACTOR, Ct 1.2 EXPOSURE FACTOR, Ce 0.9 PV MODULE MANUFACTURER ASTROENERGY MODEL CHSM72M(DG)-F-BH DIMENSIONS 6.69 FT X 3.31 FT MASS 58 LBS LATITUDE, LONGITUDE 40.36415,-105.54390 DESIGN CRITERIA CODE(S)ASCE 7-10 CITY REFERENCE ESTES PARK BUILDING CODE RISK CATEGORY II WIND BASIC WIND SPEED, V 175 MPH EXPOSURE CATEGORY C ROOF HEIGHT 17 FT EXPOSURE COEFFICIENT, Kz 0.87 DIRECTIONALITY FACTOR, Kd 0.85 TOPOGRAPHIC FACTOR, Kzt 1 SNOW GROUND SNOW LOAD, Pg 70 PSF IMPORTANCE FACTOR, IS 1 THERMAL FACTOR, Ct 1.2 EXPOSURE FACTOR, Ce 0.9 PV MODULE MANUFACTURER ASTROENERGY MODEL CHSM72M(DG)-F-BH DIMENSIONS 6.69 FT X 3.31 FT MASS 58 LBS 1.0 GENERAL NOTES 1.1 THE CONTRACTOR(S) MUST VISIT SITE AND COMPARE ALL SITE CHARACTERISTICS WITH OPSUN’S PLANS AND MUST REPORT ANY DISCREPANCIES TO OPSUN WITHOUT DELAYS BEFORE PROCEEDING WITH THE WORK. ANY DEVIATION FROM OPSUN’S PLANS DURING INSTALLATION MUST BE REPORTED TO OPSUN. 1.2 THE ENGINEER DOES NOT TAKE ANY RESPONSIBILITY FOR ROOF UPLIFT WHERE THE ROOFS HAVE NOT BEEN ADEQUATELY TIED TO THE FOUNDATIONS AS REQUIRED BY THE RELEVANT BUILDING CODES. 1.3 OPSUN ASSUMES THAT THE PV SYSTEM IS INSTALLED IN ACCORDANCE WITH REGULATIONS FROM MUNICIPAL AUTHORITIES, AND THAT IT CONFORMS WITH ALL SUCH REQUIREMENTS OF THE RELEVANT BUILDING CODES AND MUNICIPAL LAWS. OPSUN ALSO ASSUMES THAT THE BUILDING WAS PREVIOUSLY APPROVED BY THE MUNICIPAL BUILDING DEPARTMENT, AND THAT IT CONFORMS WITH REQUIREMENTS OF THE RELEVANT BUILDING CODES. 1.4 PROVIDE A MINIMUM SEPARATION BETWEEN THE RACKING SYSTEM AND ROOF EDGE AS NOTED ON THE DRAWING, OR AS REQUIRED BY LOCAL LAWS AND REGULATIONS. 1.5 REVIEW OF THE STRUCTURAL CAPACITY OF THE EXISTING ROOF TO SUPPORT THE PV SYSTEM IS TO BE DONE BY OTHERS. 1.6 THE RACKING SYSTEM IS DESIGNED TO RESIST UPLIFT, OVERTURNING, AND SLIDING. 1.7 NOTES ON THIS PAGE NOTES ON THIS PAGE APPLY BY DEFAULT. CAN DIFFER WHERE INDICATED IN THIS DOCUMENT 2.0 GENERAL INSTALLATION NOTES 2.1 READ STRUCTURAL DRAWINGS / BUILDING PERMIT DRAWINGS / CONSTRUCTION DRAWINGS IN CONJUNCTION WITH THE PRODUCT INSTALLATION INSTRUCTIONS (WITHIN THIS DOCUMENT AND/OR OTHER PROVIDED DOCUMENTS). 2.2 ON-SITE POSITIONING OF COMPONENTS, SUB-ASSEMBLIES AND ASSEMBLIES MUST BE DONE USING DIMENSIONS PROVIDED IN THIS DOCUMENT. IF POSITIONING WITH THE PROVIDED DIMENSIONS IS NOT POSSIBLE, THE INSTALLER SHALL CONTACT AN OPSUN REPRESENTATIVE. ELEMENTS POSITIONED ELSEWHERE THAN WHERE INDICATED ON PLANS SHALL VOID ALL WARRANTY. 2.3 ANY PERMANENT DEFORMATION (PLASTIC DEFORMATION) DUE TO OVER-TORQUING, HANDLING, SHIPPING OR ANY OTHER REASON SHALL BE BROUGHT TO THE ATTENTION OF AN OPSUN SYSTEMS REPRESENTATIVE WITHOUT DELAYS. 2.4 1.1 THERE MUST BE A MINIMAL 13MM (0.5IN) THERMAL BREAK FOR ANY CONTINUOUS RAIL LENGTH OF 14.6M (48FT). NO PANEL SHALL BE INSTALLED OVER SUCH THERMAL BREAK. 2.5 IF THE INSTALLER BREAKS THE ADHESIVE OF THE PROVIDED HEX CAP SCREWS WITH LOCTITE BY TIGHTENING AND UNTIGHTENING THE FASTENER, THE INSTALLER MUST USE NEW FASTENERS, APPLY LOCTITE 204 OR EQUIVALENT, OR USE AN ADEQUATE LOCK WASHER. 2.6 ALL PV WIRES MUST BE SECURED USING AN APPROPRIATE CABLE TIE OR STAINLESS STEEL CABLE CLIP (WILEY / BURNDY OR EQ. BY OTHERS) ATTACHED TO THE RACKING STRUCTURE AT EACH 1M (3.28 FT). 2.7 OPSUN'S LOCK NUT (LN1): 2.7.1 END SURFACES OF THE LOCK NUT MUST BE FULLY IN CONTACT WITH THE INTERIOR SURFACES OF RAILS. 2.7.2 LOCK NUTS MUST BE FULLY INSERTED INTO RAIL SLOTS. LOCK NUTS MUST NOT PROTRUDE AT RAIL ENDS. 2.7.3 LOCK NUTS MUST BE ASSEMBLED TO LOOK LIKE A BACKSLASH WHEN LOOKING AT THE FASTENERS’ HEAD. 2.8 REQUIRED FASTENERS TIGHTENING TORQUE: 2.8.1 3/8" HEX CAP SCREWS (BL-SS-3/8-XX) COUPLED TO LOCK NUTS (LN-1) MUST BE TORQUED AT 16 N·m (12 lbf· ft). 2.8.2 3/8" HEX CAP SCREWS (BL-SS-3/8-XX) COUPLED TO HEX NUTS (N-SS-3/8) OR KEPS NUTS (KN-SS-3/8) MUST BE TORQUED AT 27 N·m (20 lbf· ft). 2.8.3 TORX SCREWS (CLICLOCS) MUST BE TORQUED AT 12-14 N·m (9-10 lbf· ft). 2.8.4 M8 SCREWS COUPLED TO FIT NUTS (FN1-AL) MUST BE TORQUED AT 9.0 N·m (80 lbf· in). 2.8.5 1/2"HEX CAP SCREWS (BL-SS-1/2-XX) COUPLED TO HEX NUTS (N-SS-1/2) MUST BE TORQUED AT 58.3 N·m (43 lbf· ft). 2.8.6 1/4"HEX CAP SCREWS (BL-SS-1/4-XX) COUPLED TO HEX NUTS (N-SS-1/4) MUST BE TORQUED AT 8.5 N·m (75.2 lbf· in) 2.8.7 10/32"HEX CAP SCREWS (BL-SS-10/32-XX) COUPLED TO HEX NUTS (N-SS-10/32) MUST BE TORQUED AT 3.6 N·m (32 lbf· in). 3.0 MATERIALS 3.1 RAILS ARE MADE OF ALUMINIUM 6005A-T61. 3.2 FIXTURES ARE MADE OF ALUMINUM 6005A-T61, 6005-T5 AND 6061-T6. 3.3 ALL FASTENERS ARE MADE OF STAINLESS STEEL 304 AND 316 EXCEPT WHERE INDICATED. 3.4 LOCK NUTS (LN1) AND FIT NUTS (FN1) ARE MADE OF ALUMINUM 6061-T6. 4.0 DESIGN/CODES COMPLIANCE AND REFERENCES 4.1 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES [ASCE 7-10] 4.2 ESTES PARK BUILDING CODE 4.2 IBC 2015 4.3 ALUMINUM ASSOCIATION - ALUMINUM DESIGN MANUAL, 2015 4.4 AISC DESIGN GUIDE 27 - STRUCTURAL STAINLESS STEEL 4.5 WIND LOAD ON OPSUN PV MOUNTING SYSTEMS, BLWT-SS36-2010, ALAN DAVENPORT WIND ENGINEERING GROUP, S. FARQUHAR, G.A. KOPP WIND LOAD ZONING FOR OPSUN ROOF MOUNTED SOLAR ARRAYS, OPSUN ROOF ZONING-MARCH 25, 2014 LETTER REPORT 4.6 THE BOUNDARY LAYER WIND TUNNEL LABORATORY, «ROOF MOUNTED PV ARRAY - EXPANSION OF WIND TUNNEL STUDY RESULTS», WESTERN UNIVERSITY, S. FARQUHAR, G.A. KOPP, FEBRUARY 22 2018 RWDI REPORT #1701352, PV PANEL SNOW ASSESSMENT, A. BROOKS, E. CHRUSCINSKI, MAY 16 2018. 4.7 THE ADDITION OF THE SOLAR PANELS IS NOT EXPECTED TO RESULT IN SIGNIFICANT CHANGES TO OVERALL ROOF SNOW LOADS AND PATTERNS. WITH SOLAR PANELS IN PLACE, SNOW LOADS TEND TO CONCENTRATE IN THE SPACES BETWEEN ROWS AND IN THE GAPS BETWEEN MODULES.THE DESIGN SNOW LOADS FOR THE PV PANEL SURFACES THEMSELVES ARE USUALLY EQUIVALENT TO THE WORSE SNOW FALL EVENT IN 50 YEARS. 5.0 SPECIFIED COMPONENT CERTIFICATION 5.1 FATH CLICLOC (SOLAR MODULE END AND MID CLAMPS) SHOULD BE IN ACCORDANCE WITH : CSA C22.2#41 GROUNDING AND BONDING EQUIPMENT; AND ANSI-UL 467 ED.9 STANDARD FOR SAFETY FOR GROUNDING AND BONDING EQUIPMENT. 5.2 PV MODULES (BY OTHERS) SHOULD BE IN ACCORDANCE WITH UL-1703. GROUND LUGS (BY OTHERS) SHOULD BE IN ACCORDANCE WITH ANSI-UL 467 ED.9 STANDARD FOR SAFETY FOR GROUNDING AND BONDING EQUIPMENT. REVIEWED BY SAFEBUILT 11/17/2021 900 Moraine, Estes Park SRU-HP Updated structure 56 Review Rev IPA-21032402 ddandeneau@ipoweralliance.com Colorado, US ASTRO CHSM72M(DG)-F-GH L.A. ESTES PARK F.P. BILL OF MATERIALS 1:50 IPA-21032402-PV0.110 DC Size : Panel Qty : Tilt Angle : Panel Model: Type of Mounting: 2021-08-12 Rev.# 08-12-2021 racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this document, the client understands, and is in full PV0. agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note 23.0 kW E-mail : projects@opsun.com 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Aliiance (IPA) Array Information 01 Revision 303-552-7468 with new dimensions validity of any roof warranty, ballasting or anchoring of the 1 Date All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 11 ITEM NO. PART NUMBER DESCRIPTION UNIT MASS (kg) MASS (kg) MASS (lb)QTY. MATERIAL 6 AST02-Astro CHSM72M(DG)-F-BH AstroTWIN CHSM72M(DG)-F-BH 26.300 1472.8 3247.0 56 STD 7 SRL2-242IN SunRail Lite 2 Beam; Length 242 Inches 6.777 203.3 448.2 30 6005-T5 8 A-ZBC-30 Z Bonding Clamp 30mm 0.080 17.9 39.5 224 STD 9 SRL-RL2-2 SRL Rail Link; Type 2 0.436 13.1 28.9 30 6005A-T61 10 SDS-SS-14-1IN SS Self Drilling Screw; 14 x 1" 0.010 1.0 2.2 100 AISI 304 11 SRL2-81IN SunRail Lite 2 Beam; Length 81 Inches 2.249 22.5 49.6 10 6005-T5 12 PL1-SBJ Plate Type 1, 5/16 Hole 0.020 0.1 0.2 5 6061-T6 (SS) 13 FN3-AL FIT Nut Type 3, 5/16-18 Hole 0.009 1.8 4.0 197 6061-T6 14 SBJ-516-6 Surface Bonding Jumper 0.009 0.0 0.0 5 Material <not specified> 15 BL-SS-5/16-18-0.75IN SS Hex Bolt; 5/16-18 x 0.75" with Loctite 0.016 0.2 0.4 10 AISI 304 16 SR3-14in SunRail3 Beam; Length 14 Inches 0.521 33.3 73.4 64 6005A-T61 17 SR3-21IN SunRail3 Beam; Length 21 Inches 0.781 50.0 110.2 64 6005A-T61 18 SR3-SRU-10D SR3-SRU Clamp; 10 Degrees 0.190 24.4 53.8 128 6005A-T61 19 SR3-SC2 SR3 Side Clamp; Type 2 0.063 8.1 17.9 128 6005A-T61 20 SFB-SS-0.3125-18-0.875IN SS Flanged Hex Bolt; 5/16-18 x 0.875IN 0.017 2.2 4.9 128 AISI 304 21 LN1-AL Aluminum Lock Nut; 0.5" x 0.5" 0.015 4.7 10.4 322 6061-T6 (SS) 22 BL-SS-3/8-16-0.875IN SS Hex Bolt; 3/8-16 x 0.875" with Loctite 0.021 10.8 23.8 514 AISI 304 23 SR3-CC SR3 Corner Clamp 0.153 29.4 64.8 192 6005A-T61 24 SRS3-290IN SRS 2.5 x 3.5; Length 290 Inches 16.954 152.6 336.4 9 6005A-T61 25 SRL2-162IN SunRail Lite 2 Beam; Length 162 Inches 4.555 27.3 60.2 6 6005-T5 26 SRS3-113IN SRS 2.5 x 3.5; Length 113 Inches 6.606 13.2 29.1 2 6005A-T61 27 SRS-RL3 SR3 Rail Linker 0.409 2.0 4.4 5 6005A-T61 28 SDS-SS-12-1IN SS Self Drilling Screw; 12 x 1" 0.007 0.3 0.7 40 AISI 304 29 SRS3-170IN SRS 2.5 x 3.5; Length 170 Inches 9.810 19.6 43.2 2 6005A-T61 30 SRS3-174IN SRS 2.5 x 3.5; Length 174 Inches 10.172 30.5 67.2 3 6005A-T61 31 AA-TA-12IN Anchor Adaptor Top Plate; 12 inches 0.491 1.0 2.2 2 6061-T6 (SS) 32 HBC1-1 Opsun H Beam Clamp type 1 0.062 0.2 0.4 4 6063-T6 33 BL-SS-3/8-16-2IN SS Hex Bolt; 3/8-16 x 2'' with Loctite 0.035 0.1 0.2 4 AISI 304 34 HBC-RW Opsun Round Washer 0.024 0.1 0.2 4 6063-T6 35 FW-SS-3/8 SS Flat Washer; 3/8" 0.004 0.0 0.0 4 AISI 304 36 LW-SS-3/8 SS Lock Washer; 3/8" 0.003 0.0 0.0 2 AISI 304 37 N-SS-3/8-16 SS Nut; 3/8-16 0.007 0.0 0.0 4 AISI 304 38 LW-SS-3/8 SS Lock Washer; 3/8" 0.003 0.0 0.0 2 AISI 304 REVIEWED BY SAFEBUILT 11/17/2021 N 01 Rev SRU-HP ASTRO CHSM72M(DG)-F-GH Updated structure 12-08-2021 Review 303-552-7468 ddandeneau@ipoweralliance.com Colorado, US 900 Moraine, Estes Park IPA-21032402 ESTES PARK PV PANELS LAYOUT L.A.F.P. 2021-08-12 PV0.1:40 Revision IPA-21032402-PV0.200 1 56 such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of 23.0 kW agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# Date document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the E-mail : projects@opsun.com with new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 20 337mm 1'-1 1 4 ""2 14'- 1231mm 1135mm 3'-8 5 8 " "8 767'-2 20495mm "8 337'-3 11363mm 765mm 30 1 8 " REVIEWED BY SAFEBUILT 11/17/2021 PATHWAYS DO NOT MEET CODE REQUIREMENTS. THE PATHWAYS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT AND APPROVED SEE LETTER DATED 10.14.2021 N ASTRO CHSM72M(DG)-F-GH Updated structure SRU-HP 56 with new dimensions 12-08-2021 Review IPA-21032402-PV0.210 ESTES PARK ddandeneau@ipoweralliance.com Colorado, US IPA-2103402 F.P. PV0. Revision 2021-08-13 Rev 303-552-7468 1:40 900 Moraine, Estes Park 1 01 L.A. such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of 23.0 kW agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# Date document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the ROOF OBSTACLES E-mail : projects@opsun.com 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 21 8" 203mm 7264mm 23'-10" 2803mm 110 3 8 " "4 "1697 2472mm 2457mm 396 5 "4 9144mm 30'-0" 2407mm 394 7417mm 24'-4" 136" 3454mm "85'-11 1807mm 1 6'-0" 1829mm 6'-0" 1829mm 4020mm 13'-2 1 4 " REVIEWED BY SAFEBUILT 11/17/2021 20°SHADING LIMIT PV PANEL SPECIFICATIONS MANUFACTURER : ASTROENERGY MODEL: CHSM72M(DG)/F-BH 410 W MASS: 26.3 KG ( 58 lb) MAXIMUM MECHANICAL LOAD PRESSURE: 5.4 kPa /-2.4 kPa DIMENSION (LxWxH) : 2038x1010x30mm (80.25x39.76x1.18in) 1 SYSTEM DETAILS ASTRO CHSM72M(DG)-F-GH SRU-HP IPA-21032402-PV0.300 08-12-2021 Review Updated stucture E-mail : projects@opsun.com ddandeneau@ipoweralliance.com Colorado, US IPA-21032402 2021-08-13 PV0. 56 F.P. 900 Moraine, Estes Park ESTES PARK Revision 1:10 Rev agreement with, the above statement. 23.0 kW racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this document, the client understands, and is in full Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# Date with new dimensions validity of any roof warranty, ballasting or anchoring of the L.A. 01 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : 303-552-7468 All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 30 DETAIL A SCALE 1 : 4 533mm 21" DETAIL D SCALE 1 : 2 10mm 3 8 " RECOMMENDED SPACING BETWEEN PV PANELS D " 458mm 16181 1829mm 72" DETAIL B SCALE 1 : 4 356mm 14" 1010mm 339 "4 2038mm 180 "4 460mm 18 1 8 " A B 725mm 28 8 422mm 2 " 1 1473mm 58" " 16 5 544mm 21 3 8 " 10° 20°SHADING LIMIT REVIEWED BY SAFEBUILT 11/17/2021 SRS3-RL3 INSTALLATION THERMAL JOINT (JT) ONCE EVERY 40FT (ONCE EVERY TWO RAIL). LEAVE A 12mm GAP BETWEEN RAILS AND SCREW THE SRS-RL3 ON EACH SIDE ONLY TO ONE OF THE SRS3 RAIL. [1 2 .7 m m ] 0 .5 i n SRS3 SRS-RL3 SDS-SS-12-1IN SRS-RL3 INSTALLATION NORMAL JOINT (J) PLACE ONE (1) SRS-RL3 AT EACH SRS3 RAIL JUNCTION. SCREW ON THE SRS-RL3 ON EACH RAILS WITH THE SDS-SS 01 Rev SRU-HP ASTRO CHSM72M(DG)-F-GH SRU ELECTRICAL L.A.F.P. 303-552-7468 ddandeneau@ipoweralliance.com Colorado, US 900 Moraine, Estes Park IPA-21032402 ESTES PARK COMPONENTS Updated structure 08-12-2021 Review 2021-06-08 PV0.1:48 IPA-21032402-PV0.310 1 56 such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of 23.0 kW agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# Date document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the E-mail : projects@opsun.com with new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : Revision All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 31 RAIL LINKER SRS3-RL3 INSTALLATION SBJ ASSEMBLY DETAIL CROSSRAIL ASSEMBY & ELECTRICAL DETAIL B.2 STRONGLY CLAMPED COMPONENTS. • WARNING MAKE SURE TO HAVE A GAP OVER A THERMAL JOIN OVER THERMAL DITALATION JOINTS . CROSS RAILS CARRY THE CURRENT TO THE GROUND RAILS THROUGH MILL FINISH • BOUNDING PATH GROUND RAILS CARRY CURRENT THROUGH STRONGLY CLAMPED MILL FINISH • GROUNDING IS REQUIRED ONLY AT ONE END OF EACH GROUND RAILS, AND IS • THERMAL JOINT PANELS INSTALLATION INSTALLED IN SERIES. REQUIRED AT EACH 150 FEET IN ALL DIRECTIONS. MAXIMUM 30A PER LUG WHEN B.1 B.3 B.4 SRU ELECTRICAL DETAIL ALUMINUM COMPONENTS. MODULE CLAMPS CARRY CURRENT TO THE CROSS RAILS.• BURNDY BONDING JUMPERS CARRY THE CURRENT FROM CROSS RAILS TO CROSS RAILS GROUND LUG PROVIDED BY OTHERS ELECTRICAL BONDINGGROUND BEAMS CROSS RAILS OF THE SRL-RAILS. EXPANSION MUST BE ALOWED. LEAVE A 0.5IN GAP BETWEEN RAILS AND SCREW THE SRL-RL2 ONLY TO ONE ONCE EVERY 40' (ONCE EVERY TWO RAILS SBJ), THERMAL SBJ-14-6-CP2 SDS-SS-14-1IN SRL2 THERMAL JOINT (HT) SRL-RL2-2 B-SS-1/4-20-0.75IN KN-SS-1/4-20 NORMAL JOINT (H) PLACE ONE(1) SRL-RL2 AT EACH SRL-RAIL INTERSECTION. SCREW THE SRL-RL2 TO BOTH OF THE SRL-RAILS.SRL2 SDS-SS-14-1IN SRL2 SRL-RL2 SRL-RL2 13mm .50in SRL-RL2-2 THERMAL JOINT WITH SBJ THERMAL JOINT REVIEWED BY SAFEBUILT 11/17/2021 Rev ASTRO CHSM72M(DG)-F-GH Updated structure E-mail : projects@opsun.com document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the ddandeneau@ipoweralliance.com Colorado, US 900 Moraine, Estes Park IPA-21032402 ESTES PARK ANCHORS DETAILS L.AF.P. 2021-08-13 PV0.1:8 Revision DC Size : Panel Qty : 01 IPA-21032402-PV0.320 303-552-7468 racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this 56 Date agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# with new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : 1 SRU-HP 23.0 kW 08-12-2021 Review All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 32 2 ANCHORS PER CONNECTION REVIEWED BY SAFEBUILT 11/17/2021 PROJECT ITEM NO. PART NUMBER DESCRIPTION UNIT MASS (kg) MASS (kg) MASS (lb)QTY. MATERIAL 03-PV Panels 5 AST02 AstroTWIN CHSM72M(DG)-F-BH 26.300 1472.8 3247.0 56 STD 02-Opsun Rails 6 SRL2-242IN SunRail Lite 2 Beam; Length 242 Inches 6.777 203.3 448.2 30 6005-T5 02-Part Assemblies 7 A-ZBC-30 Z Bonding Clamp 30mm 0.080 17.9 39.5 224 STD 01-Opsun Parts 8 SRL-RL2 SRL Rail Link; Type 2 0.436 13.1 28.9 30 6005A-T61 Fasteners 9 SDS-SS-14-1IN SS Self Drilling Screw; 14 x 1" 0.010 1.0 2.2 100 AISI 304 02-Opsun Rails 10 SRL2-81IN SunRail Lite 2 Beam; Length 81 Inches 2.249 22.5 49.6 10 6005-T5 Fasteners 11 BL-SS-5/16-18-0.75IN SS Hex Bolt; 5/16-18 x 0.75" with Loctite 0.016 0.2 0.4 10 AISI 304 01-Opsun Parts 12 PL1-SBJ Plate Type 1, 5/16 Hole 0.020 0.1 0.2 5 6061-T6 (SS) 02-Opsun Rails 13 SR3-14IN SunRail3 Beam; Length 14 Inches 0.521 33.3 73.4 64 6005A-T61 02-Opsun Rails 14 SR3-21IN SunRail3 Beam; Length 21 Inches 0.781 50.0 110.2 64 6005A-T61 01-Opsun Parts 15 SR3-SRU-10D SR3-SRU Clamp; 10 Degrees 0.190 24.4 53.8 128 6005A-T61 01-Opsun Parts 16 SR3-SC2 SR3 Side Clamp; Type 2 0.063 8.1 17.9 128 6005A-T61 Fasteners 17 SFB-SS-5/16-18-0.875IN SS Flanged Hex Bolt; 5/16-18 x 0.875IN 0.017 2.2 4.9 128 AISI 304 Fasteners 18 LN1-AL Aluminum Lock Nut; 0.5" x 0.5" 0.015 4.7 10.4 322 6061-T6 (SS) Fasteners 19 BL-SS-3/8-16-0.875IN SS Hex Bolt; 3/8-16 x 0.875" with Loctite 0.021 10.8 23.8 514 AISI 304 01-Opsun Parts 20 SR3-CC SR3 Corner Clamp 0.153 29.4 64.8 192 6005A-T61 02-Opsun Rails 21 SRS3-283IN SRS 2.5 x 3.5; Length 283 Inches 16.330 98.0 216.1 6 6005A-T61 02-Opsun Rails 22 SRL2-162IN SunRail Lite 2 Beam; Length 162 Inches 4.555 27.3 60.2 6 6005-T5 01-Opsun Parts 23 SRS-RL3 SR3 Rail Linker 0.409 2.0 4.4 5 6005A-T61 Fasteners 24 SDS-SS-12-1IN SS Self Drilling Screw; 12 x 1" 0.007 0.3 0.7 40 AISI 304 02-Opsun Rails 25 SRS3-113IN SRS 2.5 x 3.5; Length 113 Inches 6.606 13.2 29.1 2 6005A-T61 02-Opsun Rails 26 SRS3-170IN SRS 2.5 x 3.5; Length 170 Inches 9.810 19.6 43.2 2 6005A-T61 01-Opsun Parts 27 AA-TA-12IN-M1 Anchor Adaptor Top Plate; 12 inches 0.491 1.0 2.2 2 6061-T6 (SS) Fasteners 28 HBC1-1 Opsun H Beam Clamp type 1 0.062 0.2 0.4 4 6063-T6 Fasteners 29 BL-SS-3/8-16-2IN SS Hex Bolt; 3/8-16 x 2'' with Loctite 0.035 0.1 0.2 4 AISI 304 Fasteners 30 HBC1-1-RW Opsun Round Washer 0.024 0.1 0.2 4 6063-T6 Fasteners 31 FW-SS-3/8 SS Flat Washer; 3/8" 0.004 0.0 0.0 4 AISI 304 Fasteners 32 LW-SS-3/8 SS Lock Washer; 3/8" 0.003 0.0 0.0 4 AISI 304 Fasteners 33 N-SS-3/8-16 SS Nut; 3/8-16 0.007 0.0 0.0 4 AISI 304 Fasteners 35 FN3-AL FIT Nut Type 3, 5/16-18 Hole 0.009 1.8 4.0 197 6061-T6 ilsco 36 SBJ-516-6 Surface Bonding Jumper 0.009 0.0 0.0 5 Material <not specified> 02-Opsun Rails 37 SRS3-250IN SRS 2.5 x 3.5; Length 250 Inches 14.426 43.3 95.5 3 6005A-T61 02-Opsun Rails 38 SRS3-228IN SRS 2.5 x 3.5; Length 228 Inches 13.041 39.1 86.2 3 6005A-T61 Review 08-12-2021 BOM PREASSEMBLY Updated Structure SRU-HP 1 56 Rev 900 Moraine, Estes Park F.P. ddandeneau@ipoweralliance.com Colorado, US 01 ASTRO CHSM72M(DG)-F-GH qith new dimensions Email: ESTES PARK Revision IPA-21032402 2021-08-13 agreement with, the above statement. Notice document, the client understands, and is in full such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of validity of any roof warranty, ballasting or anchoring of the responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# Date E-mail : projects@opsun.com IPA-21032402-PV0.340 303-552-7468 23.0 kW 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: L.A IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : PV0.1:45 All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 34 REVIEWED BY SAFEBUILT 11/17/2021 All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held responsible for, the longevity or leak-resistance of the roof, validity of any roof warranty, ballasting or anchoring of the racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this document, the client understands, and is in full agreement with, the above statement. Notice OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 E-mail : projects@opsun.com www.opsun.com Note Rev.# DateReview 08-12-2021Updated Structure qith new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : Revision 1:10 PV0. 2021-08-13 F.P. L.A SRU PARTS PREASSEMBLY ESTES PARK IPA-21032402 900 Moraine, Estes Park Colorado, US ddandeneau@ipoweralliance.com 303-552-7468 56 23.0 kW 10 ASTRO CHSM72M(DG)-F-GH SRU-HP Rev 01 IPA-21032402-PV0.340 234 SRU ASSEMBLY SR-CC ASSEMBLY SRU PREASSEMBLY SRU PARTS PREASSEMBLY ZBC PREASSEMBLY NOTES : FOR EACH LOCK NUTS (LN1-AL), ONLY BOLT IN 2-3 THREADS . BL-SS-3/8-16-0.875IN LN1-AL SR-CC SR-CC PREASSEMBLY FN2-AL LW-SH-SS-5/16 ZBC 30mm LW-SS-0.375 ROUND WASHER N-SS-0.375-16 BL-SS-0.375-16-0.875IN SRL-AC8-7.5in H BEAM CLAMP-02 FW-SS-0.375LN1-AL BL-SS-0.375-16-2IN SRL-AC8-HBC PREASSEMBLY SRU-10D BL-SS-3/8-16-0.875IN LN1-AL REVIEWED BY SAFEBUILT 11/15/2021 0m m 0" 10 2 m m 4" 11 0 7 m m 43 5 8 " 15 7 5 m m 62 " 25 8 0 m m 10 1 5 8 " 30 4 8 m m 12 0 " 40 5 3 m m 15 9 5 8 " 45 2 1 m m 17 8 " 55 2 7 m m 21 7 5 8 " 59 9 4 m m 23 6 " 70 0 0 m m 27 5 5 8 " 71 8 8 m m 28 3 " 0m m 0" 20 3 m m 8" 12 0 9 m m 47 5 8 " 16 7 6 m m 66 " 26 8 2 m m 10 5 5 8 " 31 5 0 m m 12 4 " 41 5 5 m m 16 3 5 8 " 46 2 3 m m 18 2 " 56 2 8 m m 22 1 5 8 " 63 5 0 m m 25 0 " 0m m 0" 14 5 m m 5 3 4 " 11 5 0 m m 45 1 4 " 16 1 8 m m 63 3 4 " 26 2 3 m m 10 3 1 4 " 30 9 1 m m 12 1 3 4 " 40 9 6 m m 16 1 1 4 " 45 6 4 m m 17 9 3 4 " 55 7 0 m m 21 9 1 4 " 57 9 1 m m 22 8 " All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held responsible for, the longevity or leak-resistance of the roof, validity of any roof warranty, ballasting or anchoring of the racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this document, the client understands, and is in full agreement with, the above statement. Notice OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 E-mail : projects@opsun.com www.opsun.com Note Rev.# DateReview 08-12-2021Updated Structure qith new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : Revision 1:15 PV0. 2021-08-13 F.P. L.A GROUND BEAM ASSEMBLY ESTES PARK IPA-21032402 900 Moraine, Estes Park Colorado, US ddandeneau@ipoweralliance.com 303-552-7468 56 23.0 kW 10 ASTRO CHSM72M(DG)-F-GH SRU-HP Rev 01 IPA-21032402-PV0.340 334 B C A GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-5 ROW QTY: 6 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW QTY: 3 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW-EXTENDED QTY: 3 FOR THIS GB PRE-ASSEMBLY OF CC CLAMPS ONLY REVIEWED BY SAFEBUILT 11/17/2021 0m m 0" 24 6 m m 9 3 4 " 12 5 2 m m 49 1 4 " 17 1 9 m m 67 3 4 " 27 2 5 m m 10 7 1 4 " 28 7 0 m m 11 3 " 0m m 0" 24 6 m m 9 3 4 " 12 5 2 m m 49 1 4 " 17 1 9 m m 67 3 4 " 27 2 5 m m 10 7 1 4 " 31 9 3 m m 12 5 3 4 " 41 9 8 m m 16 5 1 4 " 44 2 0 m m 17 4 " All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held responsible for, the longevity or leak-resistance of the roof, validity of any roof warranty, ballasting or anchoring of the racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this document, the client understands, and is in full agreement with, the above statement. Notice OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 E-mail : projects@opsun.com www.opsun.com Note Rev.# DateReview 08-12-2021Updated Structure qith new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : Revision 1:15 PV0. 2021-08-13 F.P. L.A GROUND BEAM ASSEMBLY 2 ESTES PARK IPA-21032402 900 Moraine, Estes Park Colorado, US ddandeneau@ipoweralliance.com 303-552-7468 56 23.0 kW 10 ASTRO CHSM72M(DG)-F-GH SRU-HP Rev 01 IPA-21032402-PV0.340 434 E D GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-3 ROW QTY: 2 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-2-BR QTY: 3 FOR THIS GB PRE-ASSEMBLY OF CC CLAMPS ONLY FOR THIS GB PRE-ASSEMBLY OF CC CLAMPS ONLY SR3-SRU- SR3 SRS3 SR3-CC 203mm 8" 380mm 15" 356mm 14" 533mm 21" REVIEWED BY SAFEBUILT 11/17/2021 N 1:40 PV0. IPA-21032402-PV0.500 ESTES PARK F.P. Revision E-mail : projects@opsun.com DC Size : 303-552-7468 ddandeneau@ipoweralliance.com document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the 56 INSTALLATION 2021-08-13 Updated structure Panel Qty : Tilt Angle : Panel Model: Type of Mounting: GROUND BEAM ASTRO CHSM72M(DG)-F-GH 900 Moraine, Estes Park such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of Colorado, US 01 Rev Phone: Date agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# with new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info IPA-21032402 Email: IPOWER Alliance (IPA) Array Information 1 SRU-HP 23.0 kW L.A 08-12-2021 Review All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 50 F C B B E D A A A A A A A GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-5 ROW QTY: 6 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW QTY: 2 QTY: 3 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW-EXTENDED GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-3 ROW QTY: 2 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW (CC CLAMPS ONLY) QTY: 1 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-2 ROW QTY: 2 F F C C E E DD D 8 2134mm 6'-0" 1829mm 7'-0" " 6'-6" 1981mm 6'-6" 1981mm "4 1924mm 36'-3 6'-6" 1981mm 238mm 39 1372mm 4'-6"6'-6" 1981mm 6'-6" 1981mm1676mm 5'-6" 1981mm 6'-6" BEAMS ARE INSERTED UNDER THE BRACING (3x) REVIEWED BY SAFEBUILT 11/17/2021 N 0m m 0" 18 2 9 m m 6' - 0 " 39 6 2 m m 13 ' - 0 " 59 4 4 m m 19 ' - 6 " 79 2 5 m m 26 ' - 0 " 92 9 6 m m 30 ' - 6 " 10 9 7 3 m m 36 ' - 0 " 12 9 5 4 m m 42 ' - 6 " 14 9 3 5 m m 49 ' - 0 " 16 9 1 6 m m 55 ' - 6 " 18 8 9 8 m m 62 ' - 0 " F F CBC E E DD D AA AAA 7188mm 283" 4318mm 170" 2870mm 113" F B C E D A A GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW QTY: 2 QTY: 2 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-2 ROW QTY: 2 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-3 ROW QTY: 6 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-5 ROW QTY: 1 GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW (CC CLAMPS ONLY) GB-HP-10D-L-SRL2-SR3-SRS3-58IN-1010-4 ROW-EXTENDED QTY: 3 Updated structure L.A 1:40 Panel Qty : IPA-21032402 08-12-2021 Project Number: Review ESTES PARK INSTALLATION(2) Date 2021-08-13 Revision 23.0 kW 303-552-7468 56 ASTRO CHSM72M(DG)-F-GH DC Size : Tilt Angle : Type of Mounting: F.P. SRU-HP 900 Moraine, Estes Park such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of Colorado, US www.opsun.com 01 IPA-21032402-PV0.500 2 agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, document, the client understands, and is in full validity of any roof warranty, ballasting or anchoring of the E-mail : projects@opsun.com with new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Panel Model: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Rev GROUND BEAM ddandeneau@ipoweralliance.com PV0. Rev.# Note All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 50 REVIEWED BY SAFEBUILT 11/17/2021 N IPA-21032402-PV0.700 01 Rev ASTRO CHSM72M(DG)-F-GH Updated structure E-mail : projects@opsun.com 56 303-552-7468 ddandeneau@ipoweralliance.com Colorado, US 900 Moraine, Estes Park IPA-21032402 ESTES PARK CROSSRAIL INSTALLATION L.AF.P. 2021-08-13 PV0.1:40 Revision Date agreement with, the above statement. validity of any roof warranty, ballasting or anchoring of the racking, and suitability of the roof to support the installation of such racking. Do not scale this drawing. By accepting this document, the client understands, and is in full Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note Rev.# with new dimensions 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Email: IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : DC Size : 1 SRU-HP 23.0 kW 08-12-2021 Review All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 70 H : NORMAL JOINT HT : THERMAL JOINT CROSS RAIL LENGTH (IN) QTY. SRL2-1 242'' 30 SRL2-2 162'' 6 SRL2-3 81'' 10 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-1 SRL2-2 CROSS RAIL LENGTH (IN) QTY. SRL2-1 242'' 30 SRL2-2 162'' 6 SRL2-3 81'' 10 H SRL2-3 H H HT H H H H SRL2-1 H H SRL2-3 HT SRL2-2 H HT HT HT HT SRL2-1 SRL2-1 SRL2-1 H SRL2-1 SRL2-3 H SRL2-3 SRL2-3 SRL2-2 REVIEWED BY SAFEBUILT 11/17/2021 Rev SRU-HP L.A 08-12-2021 with new dimensions validity of any roof warranty, ballasting or anchoring of the 900 Moraine, Estes Park ddandeneau@ipoweralliance.com Colorado, US F.P. Revision PV PANELS INSTALLATION 303-552-7468 IPA-21032402 PV0. Email: ASTRO CHSM72M(DG)-F-GH 1:48 Updated structure DC Size : Rev.# 1 document, the client understands, and is in full such racking. Do not scale this drawing. By accepting this racking, and suitability of the roof to support the installation of 23.0 kW agreement with, the above statement. Notice responsible for, the longevity or leak-resistance of the roof, www.opsun.com Note 56 IPA-21032402-PV0.800 01 Scale: Page: Check By:Drawn By: Drawn Date: Title Project Info Project Name: Project Number: Project Adress: Customer Info Phone: Review IPOWER Alliance (IPA) Array Information Type of Mounting: Panel Model: Tilt Angle : Panel Qty : 012021-08-13 ESTES PARK E-mail : projects@opsun.com Date All rights reserved. All information contained in this document remains the sole property of Opsun. This document may not be copied, photographed or in any way, including by any electronic mean, reproduced, in whole or in part, without express written permission from Opsun. Installer and/or Contractor has to notify in writing Opsun if any changes is made to the present information, or if any missing information is detected. Opsun does not offer any warranty concerning the structural integrity of the building, the integrity of which lies solely on behalf of the Structural Engineer. Any modifications or alterations made to the approved design layout and/or specification herein will nullify any warranty offered by Opsun. Any and all proposed changes must first be reviewed, and approved in writing, by Opsun. No warranty is provided or implied by Opsun with regards to, and Opsun shall not be held OPSUN SYSTEMS INC. 979 Ave. De Bourgogne, Suite 260 Quebec, Quebec G1W 2L4 Canada Phone : 1 (418)-651-4040 10 80 PV PANELS INSTALLATION STEP 1 INSTALL THE PV END CLAMP ( ZBC) ON THE LOWER SRL2 RAIL • STEP 3 INSTALL THE PANEL ON THE SRL2 RAIL. • THEN, PLACE THE OTHER END CLAMP ( ZBC) ON THE HIGHER SRL2 RAIL AT THEIR APPROPRIATE PLACES • TIGHTEN BOLTS TO FIX THE PANEL. (14NM)• STEP 2 RUN THE WIRE ON THE FRAME OF THE PANLE AND FIX IT WITH THE WILLEY• MC4-CONNECTOR E DETAIL E SCALE 1 : 2 MAKE SURE THAT THE ZBC TEETH ARE FULLY SEATED WILEY-ACC-PV 10mm 3 8 " DETAIL B SCALE 1.5 : 2 LEAVE A GAP OF 3/8IN (10mm) BETWEEN EACH PANELS • REPEAT STEP 1 & 2 FOR THE NEXT PANELS AND FOR EACH ROWS • STEP 4 B REVIEWED BY SAFEBUILT 11/15/2021 REV 1 - STRUCTURAL UPDATE SHOWING RAFTERS PER PLAN CHECK COMMENTS - UPDATE BY SOLMOTIV DESIGN STRUCTURAL EOR STRUCTURAL ENGINEER CHRISTOPHER KLINGA, PE SOLMOTIV DESIGN 1035 PEARL ST. SUITE 325 BOULDER, CO 80302 1 1 1 11 / 0 2 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E S1 ANCHOR/RAIL PLAN DELI S2 ANCHOR/RAIL PLAN 201/202 S3 ANCHOR/RAIL PLAN RESTAURANT S4 ANCHOR CONNECTION DETAILS S5 DATASHEETS REV 1, FOR PERMIT REV 1, FOR PERMIT REV 1, FOR PERMIT REV 1, FOR PERMIT REV 1, FOR PERMIT 1 SAFEbuilt APPROVED Subject to inspection and compliance to all relevant Adopted Building and Municipal codes. Changes in Plans MUST be approved. D.GRAHAM 11/17/2021 21-ep-00471 I-CODES 2015 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION PLAN REVIEWED FOR STRUCTURAL PAGES ONLY S1-S5 DETAIL CALLOUTS ADDED 1 1 11 / 0 1 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E DELI - REF. E7 AND S1 201/202 - REF. E8 AND S2 RESTAURANT - REF. E9 AND S3 · · · · 25'0'5'10' ZONE 3 SHOWN IN RED TYP 1 11 / 0 1 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E · · · · 25'0'5'10' · · · · 25'0'5'10' ZONE 3 SHOWN IN RED TYP 1 11 / 0 1 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E 25'0'5'10' INV-01 ! WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ! WARNING PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT: 48.25A NOMINAL OPERATING AC VOLTAGE: 208V ! WARNING THIS EQUIPMENT IS FED BY TWO POWER SOURCES FROM UTILITY AND SOLAR PHOTOVOLTAIC SYSTEM. PHOTOVOLTAIC SYSTEM DISCONNECT INV-02 INV-03 INV-04 17.3kW INVERTER DC DISCONNECT-03 DC MAX VOLTAGE/AMPERAGE: 600VDC / 54A DC WIRE: RED(+) / BLACK(-) RATED MAX. POWER POINT VOLTAGE/AMPERAGE: 400VDC / 47.2A AC MAX VOLTAGE/AMPERAGE: 208VAC, 3ɸ / 48.25A AC WIRE: BLACK (Aɸ), RED (Bɸ), BLUE (Cɸ), WHITE (N) 17.3kW INVERTER DC DISCONNECT-01 DC MAX VOLTAGE/AMPERAGE: 600VDC / 72A DC WIRE: RED(+) / BLACK(-) RATED MAX. POWER POINT VOLTAGE/AMPERAGE: 400VDC /64.8A AC MAX VOLTAGE/AMPERAGE: 208VAC, 3ɸ / 48.25A AC WIRE: BLACK (Aɸ), RED (Bɸ), BLUE (Cɸ), WHITE (N) 17.3kW INVERTER DC DISCONNECT-02 DC MAX VOLTAGE/AMPERAGE: 600VDC / 72A DC WIRE: RED(+) / BLACK(-) RATED MAX. POWER POINT VOLTAGE/AMPERAGE: 400VDC / 62.4A AC MAX VOLTAGE/AMPERAGE: 208VAC, 3ɸ / 48.25A AC WIRE: BLACK (Aɸ), RED (Bɸ), BLUE (Cɸ), WHITE (N) 10kW INVERTER DC DISCONNECT-04 DC MAX VOLTAGE/AMPERAGE: 480VDC / 45A DC WIRE: RED(+) / BLACK(-) RATED MAX. POWER POINT VOLTAGE/AMPERAGE: 400VDC / 28.7A AC MAX VOLTAGE/AMPERAGE: 240VAC, 1ɸ /42 A AC WIRE:BLACK (Aɸ), RED (Bɸ), WHITE (N) ! WARNING POWER SOURCE OUTPUT CONNECTION: DO NOT RELOCATE THIS OVERCURRENT DEVICE. 10kW INVERTER DC DISCONNECT-05 DC MAX VOLTAGE/AMPERAGE: 480VDC / 45A DC WIRE:RED(+) / BLACK(-) RATED MAX. POWER POINT VOLTAGE/AMPERAGE: 400VDC / 28.7A AC MAX VOLTAGE/AMPERAGE:240VAC, 1ɸ /42 A AC WIRE:BLACK (Aɸ), RED (Bɸ), WHITE (N) SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. SOLAR ELECTRIC PV PANELS PHOTOVOLTAIC POWER SOURCE RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM ! WARNING PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT: 84A NOMINAL OPERATING AC VOLTAGE: 240V PV DISCONNECT PV DISCONNECT METER BANK TRANSFORMER PV DISCONNECT EXISTING CT CABINET PV DISCONNECT INV-05 · · · · 25'0'5'10' A B C D E F A A A A A C C C C ROOF STRUCTURE: T&G PLYWOOD SHEATHING ON 2x12 WOOD JOISTS @ 24” OC WITH 10” BATT INSULATION TYP ALL ROOFTOPS ON THIS BUILDING. ANCHORS AND K2 CR80 RAIL SHOWN ALL ANCHORS SHOWN ARE IN LINE WITH ROOF RAFTERS, ROOF RAFTERS NOT SHOWN ZONE 3 SHOWN IN RED TYP 1 11 / 0 2 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E S1 AN C H O R / R A I L P L A N D E L I DELI 1B 1B 1B 10 3 5 P e a r l S t S t e . 3 2 5 Bo u l d e r , C O (3 0 3 ) 8 5 9 - 5 5 7 0 ww w . s o l m o t i v . c o m PATHWAYS DO NOT MEET CODE REQUIREMENTS. THE PATHWAYS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT AND APPROVED SEE LETTER DATED 10.14.2021 REVIEWED BY SAFEBUILT 11/15/2021 · · · · 25'0'5'10' AAABC A A A AA BBBBB CCC DE ZONE 3 SHOWN IN RED TYP ROOF STRUCTURE: T&G PLYWOOD SHEATHING ON 2x12 WOOD JOISTS @ 24” OC WITH 10” BATT INSULATION TYP ALL ROOFTOPS ON THIS BUILDING. ANCHORS AND K2 CR80 RAIL SHOWN ALL ANCHORS SHOWN ARE IN LINE WITH ROOF RAFTERS, ROOF RAFTERS NOT SHOWN 1 11 / 0 2 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E S2 AN C H O R / R A I L P L A N 2 0 1 / 2 0 2 201/202 1B 1B 1B 10 3 5 P e a r l S t S t e . 3 2 5 Bo u l d e r , C O (3 0 3 ) 8 5 9 - 5 5 7 0 ww w . s o l m o t i v . c o m REVIEWED BY SAFEBUILT 11/15/2021 PATHWAYS DO NOT MEET CODE REQUIREMENTS. THE PATHWAYS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT AND APPROVED SEE LETTER DATED 10.14.2021 · · · · 25'0'5'10' AAAAAAAA B ZONE 3 SHOWN IN RED TYP ROOF STRUCTURE: 2" RIGID INSULATION ON NOMINAL 3"X6" WESTERN RED CEDAT T&G DECKING ON 5-1/8" x 16-1/2" GLULAM @ 10FT OC. TYP ALL ROOFTOPS ON THIS BUILDING. ANCHORS AND K2 CR80 RAIL SHOWN ANCHORS MOUNT DIRECT TO DECK, ROOF GLULAMS NOT SHOWN 1 11 / 0 2 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E S3 AN C H O R / R A I L P L A N R E S T A U R A N T RESTAURANT 1A 1A 10 3 5 P e a r l S t S t e . 3 2 5 Bo u l d e r , C O (3 0 3 ) 8 5 9 - 5 5 7 0 ww w . s o l m o t i v . c o m REVIEWED BY SAFEBUILT 11/15/2021 PATHWAYS DO NOT MEET CODE REQUIREMENTS. THE PATHWAYS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT AND APPROVED SEE LETTER DATED 10.14.2021 · · · · 25'0'5'10' AAAAAAAA B ZONE 3 SHOWN IN RED TYP ROOF STRUCTURE: 2" RIGID INSULATION ON NOMINAL 3"X6" WESTERN RED CEDAT T&G DECKING ON 5-1/8" x 16-1/2" GLULAM @ 10FT OC. TYP ALL ROOFTOPS ON THIS BUILDING. ANCHORS AND K2 CR80 RAIL SHOWN ANCHORS MOUNT DIRECT TO DECK, ROOF GLULAMS NOT SHOWN 1 11 / 0 2 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E S4 AN C H O R C O N N E C T I O N D E T A I L S ROOF STRUCTURE 2: 2" RIGID INSULATION ON NOMINAL 3"X6" WESTERN RED CEDAT T&G DECKING ON 5-1/8" x 16-1/2" GLULAM @ 10FT OC. TYP ALL ROOFTOPS ON THIS BUILDING. LOCATED ON RESTAURANT CONNECTION FOR ROOF STRUCTURE 1: T&G PLYWOOD SHEATHING ON 2x12 WOOD JOISTS @ 24” OC WITH 10” BATT INSULATION LOCATED ON DELI AND 201/202 K2 CR80 RAIL K2 CR80 RAIL K2 L-FOOT ASSEMBLY K2 L-FOOT ASSEMBLY 2x12 WOOD JOIST @ 24" OC (2) 5/16" GRK SIZED PER MINIMUM 2.5" EMBEDMENT K2 L-FOOT ASSEMBLY (6) #14 TRUFAST DECK SCREWS SIZED PER MIN 2" T&G EMBEDMENT 3"X6" T&G DECKING 2" RIGID INSULATION DETAIL 1A: T&G CONNECTION DETAIL 1B: RAFTER CONNECTION 2" MIN EMBEDMENT INTO T&G DECKING 10 3 5 P e a r l S t S t e . 3 2 5 Bo u l d e r , C O (3 0 3 ) 8 5 9 - 5 5 7 0 ww w . s o l m o t i v . c o m REVIEWED BY SAFEBUILT 11/15/2021 · · · · 25'0'5'10' AAAAAAAA B ZONE 3 SHOWN IN RED TYP ROOF STRUCTURE: 2" RIGID INSULATION ON NOMINAL 3"X6" WESTERN RED CEDAT T&G DECKING ON 5-1/8" x 16-1/2" GLULAM @ 10FT OC. TYP ALL ROOFTOPS ON THIS BUILDING. ANCHORS AND K2 CR80 RAIL SHOWN ANCHORS MOUNT DIRECT TO DECK, ROOF GLULAMS NOT SHOWN 1 11 / 0 2 / 2 1 RC RC & C K CS K ST R U C T U R A L P E R M I T U P D A T E S5 DA T A S H E E T S CONNECTION FOR ROOF STRUCTURE 1: T&G PLYWOOD SHEATHING ON 2x12 WOOD JOISTS @ 24” OC WITH 10” BATT INSULATION LOCATED ON DELI AND 201/202 K2 CR80 RAIL K2 CR80 RAIL K2 L-FOOT ASSEMBLY 2x12 WOOD JOIST @ 24" OC (2) 5/16" GRK SIZED PER MINIMUM 2.5" EMBEDMENT (6) #14 TRUFAST DECK SCREWS SIZED PER MIN 2" T&G EMBEDMENT 2" RIGID INSULATION 2" MIN EMBEDMENT INTO T&G DECKING 10 3 5 P e a r l S t S t e . 3 2 5 Bo u l d e r , C O (3 0 3 ) 8 5 9 - 5 5 7 0 ww w . s o l m o t i v . c o m www.roof-tech.us info@roof-tech.us RT-MINI II RT-MINI II is suitable for all systems with a conventional L-Foot. ICC ESR 3575Installation Manual RT Serrated Hex Flange Bolt/Nut:5/16-18 x 1” 1/4” x 1” Carriage Bolt EMT Accessory A Self-flashing PV Mount Featuring Roof Tech s AlphaSeal™ Technology Less Aluminum Additional Mounting Options More Efficient Design Metal, EPDM, TPO, & Asphalt Roofs b N orth Amer i c a ’ M o st Trusted Se a l a n t 100% Ca u l k -F r e e AlphaSeal ™ PV Mounting T e c h n o l o g y s RT-MINI II Flexible Flashing Certified by the International Code Council (ICC) Components MINI II base : 20 ea. Screw : 40 ea. Extra RT-Butyl : 5 ea. RT-Butyl is Roof Tech s flexible flashing used in one million residential PV systems for the last 27 years. It is the first PV mounting system with Flexible Flashing certified by the ICC. Engineered to withstand wind speeds up to 180 mph and ground snow up to 90 psf. ICC ESR-3575 ASTM2140 Testing www.roof-tech.us info@roof-tech.us 10620 Treena Street, Suite 230, San Diego, CA 92131858.935.6064 Roof Tech Inc. Flexible Flashing 100% Waterproof Metal Flashing Retrofit Shedding Water? Rafter InstallationDeck Installation ’ P.E. Stamped Letters available at www.roof-tech.us/support Dimensions in (mm) Optional Items: 5 x 60mm Mounting Screw (RT2-04-SD5-60) : 100 ea./Bag 5/16 X 25MM Flange Bolt & Nut (RT2-04-FBN25) : 100 ea./Bag RT-Butyl (RT2-04-MNBUTYL) : 10 ea./Box Paten t # D 8 2 2 4 5 9 S 3.54 inch (90mm).60 inch (15.4mm) RT2-00-MINIBK2 Offset Rafter Installation Offset Rafter Attachment Options‘ June 2021 Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) TAS 100 A on metal and asphalt roof. We support PV systems Formerly Everest Solar Systems We support PV systems Formerly Everest Solar Systems k2-systems.com CrossRail Shared Rail System PRODUCT SHEET T High quality, German-engineered system for residential installations T Beneficial for small 2 row arrays T 4 rail sizes available to suit all structural conditions T Universal components for all rail types T MK3 technology provides highest rail engagement T 100% code compliant, structural validation for all solar states T Fast installation with minimal component count result in low total installed cost T L-Foot provides adjustability and compatibility with common roof types Part Number Description 4000019 CrossRail 44-X, 166", Mill 4000020 CrossRail 44-X, 166", Dark 4000021 CrossRail 44-X, 180", Mill 4000022 CrossRail 44-X, 180", Dark CrossRail 44-X Part Number Description 4000662 CrossRail 48-X, 166", Mill 4000663 CrossRail 48-X, 166", Dark 4000675 CrossRail 48-X, 180", Mill 4000665 CrossRail 48-X, 180", Dark CrossRail 48-X Part Number Description 4000695 CrossRail 48-XL, 166", Mill 4000705 CrossRail 48-XL, 166", Dark CrossRail 48-XL Part Number Description 4000508 CrossRail 80, 168", Mill CrossRail 80 CrossRail Mid Clamp Part Number Description 4000429 CR EC Silver 30-50mm, SR 30-45mm 4000430 CR EC Dark 30-50mm, SR 30-45mm 4000003 SR EC Silver 46-50mm 4000004 SR EC Dark 46-50mm CrossRail End Clamp Part Number Description 4000050-H Yeti Hidden EC for CR, Mill, 13mm Hex Yeti Clamp Part Number Description 4005344 CrossRail EC Silver, AL 32-33mm 4005169 CrossRail EC Silver, AL 34-36mm 4005290 CrossRail EC Silver, AL 37-38mm 4005170 CrossRail EC Silver, AL 39-41mm 4005291 CrossRail EC Silver, AL 42-44mm 4005171 CrossRail EC Silver, AL 45-47mm 4005292 CrossRail EC Silver, AL 48mm 4005172 CrossRail EC Silver, AL 49-50mm Aluminum End Clamp Part Number Description 4000051 Rail Connector CR 44-X, Set, Mill 4000052 Rail Connector CR 44-X, Set, Dark 4000385 RailConn CR48-X,48-XL Struct Set, Mill 4000386 RailConn CR48-X,48-XL Struct Set, Dark CrossRail Rail Connector Part Number Description 4000630 L-Foot Slotted Set, Mill 4000631 L-Foot Slotted Set, Dark 4000080 T-Foot X, Set, Mill L-Foot & T-Foot Part Number Description 4000015 EverFlash eComp +SR Slide Kit, Mill 4000027 EverFlash eComp +SR Slide Kit, Dark 4000029 EverFlash eComp + SR Slide, LF Mill, Dark Flashing Kit EverFlash Flashings Part Number Description 4000016 Standing Seam PowerClamp, Mini 4000017 Standing Seam PowerClamp, Standard Standing Seam PowerClamps Part Number Description 4000688-H SR MC Silver, 30-50mm, 13mm Hex 4000689-H SR MC Silver, 30-50mm, 13mm Hex 2 Components Part Number Description 4000006-H Everest Ground Lug Set, 13mm Hex Everest Ground Lug Part Number Description 4000069 TC Wire Management Clip 4000382 Sunrunner Cable Clip 4005394 Omega Wire Mangement Clip Wire Management Part Number Description 4000629-H CR Microinverter & Opt Mounting Kit, 13mm CR Microinverter & Opt Mounting Kit Part Number Description 4000067 CR 44-X End Cap 4000431 CR 48-X /48-XL Flat End Cap 4000433 CR 48-X/48-XL End Cap 4001221 CR 80 End Cap End Caps Part Number Description 4000583 CR 48-X/48-XL 3" Black Sleeve CR 48-X/48-XL Sleeve Part Number Description 4000609 Shared Rail Clamp, Add-On, Slide In, 10mm 4000632 Shared Rail Clamp, Add-On, Slide In, 5mm Add-On 3 REVIEWED BY SAFEBUILT 11/15/2021