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RE <br />V <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />PR <br />E <br />P <br />CH <br />E <br />C <br />K <br /> <br />D <br />A <br />T <br />E <br />PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. <br /> C <br />SCALE: <br />0"1/2"1"2" <br />ORIGINAL SIZE 36"X24" <br />SHEET SIZE ARCH "D" <br />1600 OSGOOD ST. SUITE 2023 <br />NORTH ANDOVER, MA 01845 <br />TEL: 978.688.4900 <br />www.panelclaw.com <br />STAMP: <br />PREPARED FOR: <br />PROJECT: <br />LOCATION: <br />REVISION: SHEET: <br />8 7 6 5 4 3 2 1 <br />8 7 6 5 4 3 2 1 <br />SHEET TITLE: <br />A <br />B <br />C <br />D <br />A <br />B <br />C <br />D <br />RACKING CONSTRUCTION SETRACKING CONSTRUCTION SET <br />GENERAL NOTES: <br />1. ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION <br />PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING <br />DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY <br />CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND <br />MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL. <br />2. REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS. <br />NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT <br />WARRANTY. <br />3. ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND <br />CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES <br />4. REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION <br />5. SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST <br />BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS. <br />6. PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE <br />TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS <br />7. ALWAYS ALLOW 6” CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6” BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4' <br />BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH <br />MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PER SEAOC OR ASCE 7-16 HAVE THEIR OWN <br />CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS. <br />8. BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8” <br />LENGTH. <br />9. IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE <br />ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT <br />RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE <br />CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS. <br />10. DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN <br />CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES. <br />REQUIRED ARRAY CLEARANCES PER ASCE 7-16 <br />CONDITION MINIMUM SEPARATION DISTANCE (IN.) <br />BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv)4 <br />BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT <br />CONSTRUCTION <br />(Mpv)7 <br />BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv)7 <br />BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft 48 <br />NOTE: SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING MUST BE PROVIDED TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT. <br />SHEET INDEX <br />NO.DESCRIPTION <br />PC-1 COVER SHEET <br />PC-2 PROJECT SUMMARY <br />PC-3 ARRAY SITE MAP <br />PC-4 TYPICAL ARRAY DIMENSIONS <br />PC-5 ASSEMBLIES <br />PC-6 RACKING COMPONENTS <br />PC-7 BALLAST LEGEND <br />PC-8 TO PC-22 BALLAST LAYOUT - 1 TO 15 <br />Site Design Criteria - Flat Roof PV System Basis of Design <br />Roof Live Load (psf)20(see footnote 1) <br />Ground Snow Pg (psf)0 <br />Flat Roof Snow Pf (psf)0 <br />Snow Importance Factor (Is)1.0 <br />Wind Design Data <br />Basic Wind Speed (mph)95 <br />Risk Category II <br />Wind Exposure C <br />Earthquake Design Data <br />Risk Category II <br />Importance Factor (Ie)1.00 <br />Component Importance Factor (Ip)1.0 <br />Mapped Acceleration Parameter (Ss)1.303 <br />Mapped Acceleration Parameter(S1)0.464 <br />Seismic Site Class D <br />Design Spectral Acceleration Parameter (Sds)1.042 <br />Design Spectral Acceleration Parameter (Sd1)0.568 <br />Seismic Design Category (SDC)D <br />Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12 <br />Base Design Shear = Fp x W 0.50 W <br />Response Modification Factor (R)2.5 <br />Analysis Procedure ASCE 7 sec. 13.6.12 <br />Design Code (with local amendments)2022 CBC <br />-ASCE 7 - 16 <br />ALTERNATE DESIGN METHOD <br />-SEAOC PV2 <br />1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines <br />AERIAL PHOTO / SITE DIAGRAM <br />THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST <br />BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR <br />THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE <br />SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER <br />MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10) <br />TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED <br />IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL <br />(SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND <br />TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND <br />CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK. <br />APPROVED FOR CONSTRUCTION <br />PowerFlex <br />CA Target T0286 Santa Ana <br />1330 17th Street, Santa Ana, <br />CA, USA <br />COVER SHEET <br />PC-11 <br />24.05.14.1 v3.0.9405.5.2 <br />1 <br />Re <br />v <br />i <br />s <br />e <br />d <br /> <br />B <br />a <br />l <br />l <br />a <br />s <br />t <br /> <br />M <br />a <br />p <br /> <br />L <br />a <br />y <br />o <br />u <br />t <br />RH <br />20 <br />2 <br />4 <br />- <br />0 <br />6 <br />- <br />0 <br />7 <br />0 <br />In <br />i <br />t <br />i <br />a <br />l <br /> <br />L <br />a <br />y <br />o <br />u <br />t <br />MM <br />20 <br />2 <br />4 <br />- <br />0 <br />5 <br />- <br />2 <br />8 <br />TROY E.TURLEY <br />24-0242-3081 <br />7-19-24 <br />1330 E Seventeenth <br />St4/10/2025