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2621 S Birch St - Plan
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Last modified
6/1/2025 12:04:37 PM
Creation date
6/1/2025 12:04:26 PM
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Template:
Plan
Permit Number
20177796
101112561
Full Address
2621 S Birch St
Document Relationships
101112561 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Birch St\2621 S Birch St
20177796 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Birch St\2621 S Birch St
Text box
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1
Creator:
Import Agent
Created:
6/1/2025 12:04 PM
Modified:
5/30/2025 3:56 PM
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DESIGN CRITERIA <br />BUILDING CODE ASCE 7-16 <br />OCCUPANCY/RISK CATEGORY II <br />WIND SPEED (MPH)95 <br />WIND EXPOSURE B <br />GROUND SNOW LOAD (PSF)0 <br />SEISMIC SS 1.279 <br />SEISMIC S1 0.458 <br />ROOF HEIGHT (FT)22 <br />PARAPET HEIGHT (IN) <br /><= 1/2 ARRAY <br />HEIGHT (<= 6 <br />INCHES) <br />ROOF MEMBRANE TYPE EPDM <br />SITE ELEVATION ABOVE MSL (FT)47 <br />PROJECT OVERVIEW <br />PROJECT SIZE 169.26 KW DC <br />MODULE QUANTITY 372 <br />MODULE SPECIFICATIONS <br />MANUFACTURER SOLAREVER <br />MODEL SE-166*83-455M-144 <br />LENGTH (IN)82.44 <br />WIDTH (IN)40.86 <br />FRAME THICKNESS (IN)1.37 <br />WEIGHT (LBS)51.80 <br />OUTPUT (W)455 <br />ENGINEERING OUTPUT - RM10 <br />PRODUCT LINE ROOFMOUNT RM10 <br />AVERAGE WEIGHT TO ROOF (PSF)3.37 <br />TOTAL ARRAY AREA (FT2)13984 <br />TOTAL WEIGHT ON ROOF (LBS)47168 <br />TOTAL WEIGHT OF RACKING (LBS)1908 <br />TOTAL WEIGHT OF MODULES (LBS)19270 <br />TOTAL WEIGHT OF BALLAST (LBS)25984 <br />TOTAL ATTACHMENT KIT WEIGHT (LBS)7.12 <br />ARRAY PARTS LIST - RM10 <br />PART NUMBER DESCRIPTION QUANTITY <br />310710 RM BALLAST BAY 10 DEGREE 545 <br />310760 RM ROOF PAD 1086 <br />310750 RM MODULE CLIP 1662 <br />310751 RM HEX BOLT (MODULE CLIP)1662 <br />008009P ILSCO LAY IN LUG (GBL4DBT)10 <br />008115M MLPE TIGER CLIP 372 <br /> USER SUPPLIED BALLAST BLOCK 32LBS 812 <br />310999 FLASHLOC RM KIT 2 <br />310771 RM10 ATTACHMENT KIT 2 <br />SHEET INDEX <br />RM.100 COVER SHEET <br />RM.200 KEY PLAN <br />RM.301-RM.310 ARRAY LAYOUTS <br />RM.400 RM10 DETAILS <br />RM.500 ATTACHMENT DETAILS <br />14 <br />1 <br />1 <br /> <br />B <br />R <br />O <br />A <br />DW <br />A <br />Y <br />B <br />O <br />U <br />L <br />E <br />V <br />A <br />RD <br /> <br />N <br />E <br />ALB <br />U <br />Q <br />U <br />E <br />R <br />Q <br />U <br />E <br />, <br /> <br />N <br />E <br />W <br /> <br />M <br />E <br />X <br />I <br />C <br />O <br />, <br /> <br />U <br />S <br />A <br />, <br />8 <br />7 <br />1 <br />0 <br />2 <br />WW <br />W <br />. <br />U <br />N <br />I <br />R <br />A <br />C. <br />C <br />O <br />M <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />RE <br />V <br /> <br />D <br />A <br />TE <br /> <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br /> <br />DR <br />W <br /> <br />C <br />H <br />K <br />0 <br />09 <br />/ <br />0 <br />6 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br />I <br />N <br />I <br />T <br />I <br />A <br />L <br />R <br />E <br />L <br />E <br />A <br />SE <br /> <br />NP <br />K <br /> <br />V <br />K <br />A <br />09 <br />/ <br />2 <br />9 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />SA <br /> <br />PS <br />B <br />01 <br />/ <br />1 <br />1 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />BS <br /> <br />NP <br />K <br />C <br />01 <br />/ <br />3 <br />1 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />SI <br />T <br />E <br /> <br />C <br />O <br />E <br />F <br />F <br />I <br />C <br />I <br />E <br />N <br />T <br />, <br /> <br />F <br />a <br /> <br />= <br /> <br />1 <br />. <br />2 <br /> <br />BS <br /> <br />NP <br />K <br />D <br />04 <br />/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />L <br />A <br />YO <br />U <br />T <br /> <br />C <br />H <br />A <br />NG <br />E <br /> <br />KK <br /> <br />PP <br />E <br />04 <br />/ <br />2 <br />7 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />L <br />A <br />YO <br />U <br />T <br /> <br />C <br />A <br />HN <br />G <br />E <br /> <br />KK <br /> <br />BM <br /> <br />F <br />04 <br />/ <br />2 <br />8 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />A <br />CC <br />O <br />U <br />N <br />T <br /> <br />N <br />A <br />ME <br /> <br />C <br />H <br />A <br />NG <br />E <br /> <br />TS <br /> <br />BM <br /> <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />SOLAR-TECH <br />SYSTEM <br />HOOD <br />MANUFACTURING <br />2621 S BIRCH ST <br />SANTA ANA, CA 92707 <br />2621 S BIRCH ST <br />SANTA ANA, CA 92707 <br />GENERAL NOTES: <br />1. ALL CONSTRUCTION FOR UNIRAC'S 'ROOF MOUNT' (RM) RACKING SYSTEM SHALL CONFORM TO THE <br />CODES SHOWN IN THE RM DESIGN CRITERIA TABLE BELOW. LOCAL JURISDICTION AMENDMENTS TO <br />THE CODE MUST BE TAKEN INTO CONSIDERATION. <br />2. WHENEVER THE TERM "CONTRACTOR" IS USED IN THE CONSTRUCTION DOCUMENT, IT SHALL BE <br />DEFINED TO MEAN THE GENERAL CONTRACTOR AND ANY SUB-CONTRACTOR COLLECTIVELY AS <br />APPLICABLE AND AS REQUIRED. <br />3. THE CONTRACT "STRUCTURAL RACKING" DRAWINGS REPRESENT THE FINISHED STRUCTURE. <br />UNIRAC AND THE ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S <br />MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION. <br />4. UNIRAC AND THE ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR CONSTRUCTION SITE <br />SAFETY OR SAFETY PRECAUTIONS AND PROGRAMS INCIDENT HERETO. <br />5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ENSURE THAT ALL WORK IS IN <br />CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY STRUCTURAL INSPECTION/OBSERVATION <br />PROVIDED BY OTHERS (INCLUDING UNIRAC AND THE ENGINEER OF RECORD) DOES NOT RELIEVE <br />THE CONTRACTOR OF THE RESPONSIBILITY. ANY DEVIATION FROM THE CONTRACT DOCUMENTS <br />THAT IS ENCOUNTERED AT A LATER DATE AND IS DECLARED TO BE SIGNIFICANT BY UNIRAC AND <br />THE ENGINEER OF RECORD SHALL BE CORRECTED BY THE CONTRACTOR (AT THE CONTRACTOR'S <br />EXPENSE). ANY INDIVIDUALS FROM UNIRAC OR THE ENGINEER OF RECORD'S OFFICE PERFORMING <br />SITE VISITS OR STRUCTURAL OBSERVATIONS ARE NOT AUTHORIZED TO DIRECT OR APPROVE ANY <br />CHANGES FROM THE CONTRACT DOCUMENTS OR STOP AND/OR DELAY THE WORK. <br />6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE SITE CONDITIONS WITH THE <br />DRAWING PRIOR TO BIDDING AND THE START OF CONSTRUCTION. ANY CONFLICTS, <br />DISCREPANCIES, OR OMISSIONS SHALL BE RESOLVED WITH UNIRAC AND THE ENGINEER OF RECORD <br />PRIOR TO PROCEEDING. DO NOT SCALE DIMENSIONS FROM DRAWINGS. WRITTEN DIMENSIONS <br />SHALL BE USED OR WHERE NO DIMENSION IS PROVIDED. CONSULT WITH UNIRAC FOR <br />CLARIFICATION BEFORE PROCEEDING. <br />7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, STRUCTURAL NOTES AND <br />SPECIFICATIONS, THE GREATER (MOST CONSERVATIVE) REQUIREMENTS SHALL GOVERN. WHERE <br />NO SPECIFIC DETAIL IS SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE <br />PROJECT. IF THERE IS NO SIMILAR WORK CONSTRUCTION SHALL CONFORM TO INDUSTRY <br />STANDARDS. CONTRACTOR MUST INFORM UNIRAC OF ANY DISCREPANCIES. <br />8. ANY EQUIPMENT OR CONDUIT BEING SUPPORTED BY OR SUSPENDED FROM THE RACKING <br />STRUCTURE SHALL BE COORDINATED WITH UNIRAC AND THE ENGINEER OF RECORD FOR REVIEW <br />AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION OF EQUIPMENT OR CONDUIT. <br />9. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST ASTM STANDARD <br />SPECIFICATION OR ASTM STANDARD ADOPTED BY THE SITE JURISDICTION. <br />10. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE <br />SEAL OF A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE <br />LOCAL JURISDICTION. <br />11. THE FOLLOWING DESIGN CRITERIA IS EXCLUDED FROM DESIGN: FLOOD LOADING, DEBRIS LOADING , <br />DYNAMIC ANALYSIS, ACTS OF GOD (TORNADO, HURRICANE, WATER INUNDATION LOADING, ETC.), <br />AND DYNAMIC LOADING FROM SEISMIC EVENTS AND CONDITIONS. <br />12. THE MINIMUM DISTANCE BETWEEN ROOF EDGE AND MODULES OR RM RACKING SYSTEM MUST BE 4 <br />FT UNLESS NOTED OTHERWISE IN THE UNIRAC ENGINEERING REPORT. <br />13. UNIRAC IS NOT RESPONSIBLE FOR THE ORIGINAL BUILDING STRUCTURE. CONSULT WITH A <br />LICENSED PROFESSIONAL ENGINEER IN THE JURISDICTION OF THE PROJECT TO ENSURE THE <br />EXISTING BUILDING IS CAPABLE OF HANDLING ADDITIONAL LOAD FROM THE RM STRUCTURE. <br />14. IN THE EVENT THAT THE ARRAY IS DISPLACED FOR ANY REASON, THE ARRAY SHALL BE <br />REPOSITIONED INTO ITS ORIGINAL DESIGN LOCATION SO AS TO ENSURE THAT PROPER SEISMIC AND <br />FIREFIGHTING ACCESS CLEARANCES AND SEPARATIONS ARE MAINTAINED, IN ADDITION TO <br />ELECTRICAL WIRING SEISMIC SLACK REQUIREMENTS. <br />15. THESE GENERAL NOTES APPLY TO ALL SHEETS IN THIS PACKAGE. <br />SOLAR DESIGN: <br />UNIRAC IS NOT THE SOLAR DESIGN ENGINEER OF RECORD AND IS NOT RESPONSIBLE FOR ANY <br />SOLAR DESIGN, OUTPUT EFFICIENCIES, SHADING, ETC. IT IS THE RESPONSIBILITY OF THE <br />INSTALLING CONTRACTOR TO CONFIRM THAT THE LOCATION OF THE RACKING/MODULES DOES NOT <br />INTERFERE WITH OR BECOME SHADED BY OBSTRUCTIONS. <br />ELECTRICAL DESIGN: <br />UNIRAC IS NOT THE ELECTRICAL ENGINEER OF RECORD AND IS NOT RESPONSIBLE FOR THE <br />ELECTRICAL DESIGN FOR THIS PROJECT. THE UNIRAC SYSTEM IS CERTIFIED TO UL-2703 WHEN <br />PROPERLY INSTALLED. SEE THE RM INSTALLATION GUIDE FOR MORE DETAIL. <br />MATERIAL MANAGEMENT: <br />1. PRIOR TO INSTALLATION , ALL MATERIALS MUST BE STORED PROPERLY. THIS MEANS MATERIALS <br />REMAINING IN ONE PLACE FOR MORE THAN ONE WEEK MUST BE IN OPEN AIR CONDITIONS (I.E. UP <br />AND ABOVE THE GROUND AND WATER TABLE). IF TARPS OR OTHER PROTECTIVE COVERS ARE <br />USED, THEN ENDS SHALL BE LEFT OPEN FOR VENTILATION. TIGHT FITTING COVERINGS ARE NOT <br />RECOMMENDED SINCE THEY CAN TRAP MOISTURE. <br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO <br />PROTECT THE RACKING SYSTEM FROM THE POINT OF UNIRAC DELIVERY THROUGHOUT THE <br />3. COMPLETION OF CONSTRUCTION. <br />RM ALUMINUM COMPONENTS: <br />1. ALL ALUMINUM RM BAY MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "2010 <br />ALUMINUM DESIGN MANUAL" BY THE ALUMINUM DESIGN ASSOCIATION. <br />2. ALL ALUMINUM BAY MEMBERS SHALL CONFORM TO ONE OF THE FOLLOWING: <br />SKI MATERIAL: ALLOY: 6063 TEMPER 5 (Ftu = 38 KSI, Fcy = 35 KSI) <br />SKI MATERIAL: ALLOY: 6105 TEMPER 52 (Ftu = 38 KSI, Fcy = 35 KSI) <br />DOWEL MATERIAL: ALLOY: 6063 TEMPER 5 (Ftu = 38 KSI, Fcy = 35 KSI) <br />CLAMP MATERIAL: ALLOY: 6005A TEMPER 61 (Ftu = 38 KSI, Fcy = 35 KSI) <br />HARDWARE: <br />1. 3/8"-16 X 1-3/4" UNC 2A HARDWARE SHALL CONFORM TO 18/8 STAINLESS STEEL (AISI 300 SERIES), <br />DIMENSIONS PER ASME B18.2.1. <br />BALLAST BLOCK (CMU): <br />1. INSTALLER IS RESPONSIBLE FOR PROCURING THE BALLAST BLOCKS (CMU) AND VERIFYING THE <br />REQUIRED MINIMUM WEIGHT NEEDED FOR THIS DESIGN. CMU TO COMPLY WITH ASTM STANDARD <br />SPECIFICATION FOR CONCRETE ROOF PAVERS DESIGNATION C1491-14 or C90-16a FOR A "NORMAL <br />WEIGHT" DENSITY CLASSIFICATION WITH A COMPRESSIVE STRENGTH OF 3000 PSI. IT IS <br />RECOMMENDED THAT THE BLOCKS ARE INSPECTED PERIODICALLY FOR ANY SIGNS OF <br />DEGRADATION. <br />2. ACTUAL BLOCK DIMENSIONS ARE 3/8" LESS THAN NOMINAL DIMENSIONS. <br />TORQUE REQUIREMENTS <br />3/8"Ø HARDWARE = 8 +/-1 FT-LBS <br />SINGLE USE ONLY- DO NOT RE-TORQUE ONCE FULLY SEATED <br />COVER <br />SHEET <br />RM.100 <br />FOR <br />ENGINEER'S STAMP <br />PROJECT <br />TITLE <br />SHEET <br />02-MAY-2023 <br />EXP.:30-JUN-2024 <br />FOR PV RACKING ONLY <br />2621 S Birch St - <br />101112561-201777 <br />9607/17/23
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