Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
COA 2240 Iyannough Road
SOLAR PV ROOFTOP AND CANOPY SYSTEM USING(814) 585 W PV MODULES: TOTAL 476.19 kW DC (330 kW AC) ATCCCC-PHASE 22240 IYANNOUGH RD, W. BARNSTABLE, MA 02668REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPG01© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONSEALED ON 04/08/2026MA - CoA# : 001239603H2DC PLLCMIKE@H2DC.COMELECTRICAL ONLYTITLE SHEETSCALE : 1" = 50'-0"1AERIAL VIEWG010050'100'SCALE : NOT TO SCALELOCUS MAPG012SHEET INDEXSHEET NUMBERSHEET TITLEG01TITLE SHEETG02GENERAL NOTESE10SITE PLAN-1E11SITE PLAN-2E12ARRAY SPECIFICATIONE13CONDUIT DIAGRAME20GROUNDING DETAILSE21GROUNDING PLANE22PV MISC. DETAILS-1E23PV MISC. DETAILS-2E24EQUIPMENT ELEVATION DETAILE25CHINT DAS DETAILE26SOLAREGDE DAS DETAILE30SINGLE LINE DIAGRAM-1E31SINGLE LINE DIAGRAM-2E51 TO E67RACKING PLANNCONSTRUCTION SET PLAN NOMENCLATUREISSUED FOR PERMIT PERMIT SUBMITTALISSUED FOR BID BID AND COST DETERMINATION (CARPORTS AND GMs ONLY)ISSUED FOR REVIEW PRE-EC/PM WALKTHROUGH AND INTERNAL REVIEWISSUED FOR CONSTRUCTION POST INTERNAL REVIEW AND PRE-CONISSUED FOR AS BUILT POST CONSTRUCTION AND REDLINE UPDATESPROFESSIONAL ENGINEERMICHAEL A McGUIRE, P.E.H2DC PLLCMIKE@H2DC.COMDESIGN ENGINEERGABRIEL BUCHSBAUMH2DC PLLCGABRIEL@H2DC.COMPROJECT DEVELOPERSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511PROJECT DETAILSPROJECT NAMECCCC-PHASE 2SITE ADDRESS2240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ELECTRIC UTILITYEVERSOURCEBUILDING CODEIBC-2021, WITH MA AMENDMENTS, 527 CMR 1.00FIRE CODE2021 EDITION OF NFPA 1 WITH MAAMENDMENTS, 527 CMR 1.00ELECTRICAL CODENEC 2023 WITH MA AMENDMENTS,527 CMR 1.00INSTALLATION TYPEROOF MOUNTCANOPYROOF TYPEFLAT ROOF TPO-RACKINGUNIRAC ECOFOOT 2+PARASOLAZIMUTH193.28°122° / 241.38°TILT10°7.4°PV MODULES(202) ZNSHINEZXM7-UHLLD144 585W(612) ZNSHINEZXM7-UHLLD144585WOPTIMIZERS(202) SOLAREDGEC651U, 650W-PV INVERTERS(1) SOLAREDGESE-TRI-USSEIBN80KUS,80 KW(5) CPSSCA50KTL-DO/US-480DC SIZE (PV)118.17 KW358.02 KWAC SIZE (PV)80 KW AC250 KWACTOTAL DC SIZE (PV)476.19 KWTOTAL AC SIZE (PV)330 KW ACDC/AC RATIO (PV)1.44PV OUTPUTVOLTAGE277/480V ACINTERCONNECTINGVOLTAGE (V)277/480V AC (1) SOLAREDGE SE80K-US INVERTERMOUNTED ON ROOFNEW FUSED AC PV DISCONNECT INTHE SUB ELECTRIC ROOMLIFE FITNESS BLDG ROOFTOP PV POINTOF INTERCONNECTION ON THE SUPPLYSIDE OF EXISTING 250A SUB PANEL SUB ELECTRICAL ROOM IN THE LIFEFITNESS BLDGNEW LIFE FITNESS BLDG ROOFTOP PVEXTERIOR UTILITY LOCKABLEDISCONNECT SWITCH ACCESSIBLE24/7 BY UTILITY LOCATED ONEXTERIOR WALLNEW LIFE FITNESS BLDG ROOFTOP PVSMART METER ON EXTERIOR WALLEXISTING CUSTOMER OWNED 1000kVAPAD MOUNTED 22.86kV-480/277VTRANSFORMER AT MAINTENENCE(FACILITY) BLDGMAIN ELECTRICAL ROOM IN THEMAINTENANCE BLDG1600A MAIN SERVICE GEAR IN THEMAIN ELECTRICAL ROOM45'-0"94'-0"45'-0"44'-9"161'-9"127'-11"ACCESS ROAD FROM IYANNOUGH RDCANOPY-1(258) ZNSHINE 585W MODULESCANOPY-2(150) ZNSHINE 585W MODULESCANOPY-3(204) ZNSHINE 585W MODULESNEW PHASE-2 CANOPY PV SMARTMETER ON THE EQUIPMENT PAD-2PHASE-2 CANOPY PV POINT OFINTERCONNECTION IN THE TECH BLDGXFMR SECONDARY COMPARTMENTEXISTING CUSTOMER OWNED 750kVAPAD MOUNTED 24kV-480/277VTRANSFORMER AT THE TECH BLDGNEW PHASE-2 CANOPY PV EXTERIORUTILITY LOCKABLE DISCONNECTSWITCH ACCESSIBLE 24/7 BY UTILITYLOCATED ON THE EQUIPMENT PAD-2TYP TRENCH LINE FROM THEEQUIPMENT PAD-01 TO EQUIPMENTPAD-02(5) CPS SCA50KTL-DO/US INVERTERSMOUNTED ON THE CANOPY PIERSTECH BUILDING(202) ZNSHINE 585W MODULES2 SET OF 2.5" PVC SCH 40 CONDUIT2" EMT CONDUIT FROM ROOFMOUNTED INVERTER TO ACCOMBINER PANEL1.5" PVC SCH 40 CONDUIT FROMINVERTER TO AC COMBINER PANEL1.5" PVC SCH 40 CONDUIT FROMINVERTER TO AC COMBINER PANEL30'-0"4'-2"5'-3"37'-6"4'-10"98'-0"6'-2"5'-10"22'-6"5'-0"5'-0"14'-2"5'-0"5'-0"30'-0"4'-1"8'-6"29'-10"7'-3"7'-8"ARRAY-2ARRAY-4ARRAY-3ARRAY-1REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPE10© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONSEALED ON 04/08/2026MA - CoA# : 001239603H2DC PLLCMIKE@H2DC.COMELECTRICAL ONLYSITE PLAN-1SCALE : 1" = 25'-0"1SITE PLAN0025'50'E10NROOFTOP NOTES:1.LAYOUT SHOULD ACCOMMODATE ACCESS TOSERVICEABLE ROOFTOP EQUIPMENT.2.2. MAINTAIN 3'-0" MIN. WORKING SPACE AROUNDROOFTOP UNITS.3.MAINTAIN 4'-0" MIN. ACCESS TO AND AROUNDSKYLIGHTS.4.MAINTAIN 4'-0" MIN. SETBACK FROM ROOF EDGEFOR FLAT ROOFS UNDER 250'-0" & 6'-0" MIN. FORFLAT ROOFS OVER 250'-0".5.MAINTAIN 3'-0" MIN. SETBACK FROM ROOF RIDGEAND RAKE FOR PITCHED ROOFS.6.ARRAY ZONES SHALL CONTAIN A WHOLENUMBER QUANTITY OF MODULE STRINGS.7.LOCATIONS OF ROOFTOP EQUIPMENT,INCLUDING ROOFTOP DRAINS SHALL BE VERIFIEDIN FIELD PRIOR TO CONSTRUCTION.8.DIMENSIONS SHOWN ARE TO MODULE FRAME.9.LAYOUT IS SUBJECT TO CHANGE PENDINGCHOICE OF PV MODULE, MOUNTING SYSTEM,LOCATION OF ROOFTOP EQUIPMENT, AND FINALWIRING/COMBINER BOX LAYOUT.10.DIMENSIONS SHOWN ARE FROM ROOF EDGE. CANOPY NOTES:1.INVERTERS TO BE MOUNTED APPROX. 8' ABOVEGRADE TO LIMIT ACCESS AND TAMPERING2.REFER TO CANOPY DRAWINGS FOR LOCATIONSOF DOWNSPOUTS, IF ANY, TO AVOID CONFLICTBETWEEN DOWNSPOUTS AND INVERTERMOUNTING3.ALL EXPOSED ENDS OF UNI-STRUT TO RECEIVEPLASTIC END CAPS4.REFER TO LIGHTING PLAN FOR LIGHT FIXTURE &CONTROLLER INSTALLATION REQUIREMENTS5.BONDING AND GROUNDING PER DRAWINGS ANDAPPLICABLE 2023 NEC REQUIREMENTSUTILITY # EVERSOURCEACCOUNT # 1647 4720014METER # 7126669SUBSTATION: STA_920 OAK STREETCIRCUIT: 4-84A-84A © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPE11© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONSEALED ON 04/08/2026MA - CoA# : 001239603H2DC PLLCMIKE@H2DC.COMELECTRICAL ONLYSITE PLAN-2SCALE : 1" = 150'-0"1SITE PLAN00150'300'E11NPROPOSED PHASE-2 ROOFTOPPV SYSTEM (80KWAC/80KVA)PROPOSED PHASE-2 CANOPYPV SYSTEM (250KWAC/250KVA)EXISTING SCIENCE BLDG ROOFTOPPV SYSTEM (200 kWAC/200kVA) EXISTING LOT-12 CANOPY PVSYSTEM (250kWAC/250kVA)POLE #124/9UTILITY PRIMARY METER #7126669 LOCATED ON THE POLEPOINT OF COMMONCOUPLING (PCC) IYANNOUGH ROADPRPOSED PV SYSTEM: 330kWAC/330kVAEXISTING PV SYSTEM: 450kWAC/450kVAAGGREGATE PV SYSTEM: 780kWAC/780kVA ARRAY-1(95) ZNSHINE 585W MODULESARRAY-2(76) ZNSHINE 585W MODULESARRAY-4(9) ZNSHINE 585W MODULESARRAY-3(22) ZNSHINE 585W MODULES#6 AWG THWN-2 CU EGCNEW LIFE FITNESS BLDG ROOFTOP PVEXTERIOR UTILITY LOCKABLEDISCONNECT SWITCH ACCESSIBLE24/7 BY UTILITY LOCATED ONEXTERIOR WALLNEW LIFE FITNESS BLDG ROOFTOP PVSMART METER ON EXTERIOR WALL#6 AWG BARE CU EGCGROUNDING LUGPV MODULES ON UNIRACECOFOOT 2+BONDING JUMPER30'-0"4'-2"5'-3"37'-6"4'-10"98'-0"6'-2"5'-10"22'-6"5'-0"5'-0"14'-2"5'-0"5'-0"30'-0"4'-1"8'-6"29'-10"7'-3"7'-8"REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPE21© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONSEALED ON 04/08/2026MA - CoA# : 001239603H2DC PLLCMIKE@H2DC.COMELECTRICAL ONLYGROUNDINGPLAN1GROUNDING PLANE21SCALE : 1" = 5'-0" REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPE51© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONRACKINGDETAILS-1SCALE : NTS1RACKING DETAILS-1E51 REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPE52© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONRACKINGDETAILS-2SCALE : NTS1RACKING DETAILS-2E52 REVSHEET NAMESHEET SIZESHEET NUMBERSOLAR PV ROOFTOP ANDCANOPY SYSTEM476.19 kW DC/ 330 kW ACATCCCC-PHASE 22240 IYANNOUGH RD,W. BARNSTABLE, MA 02668ARCH D36" X 24"DATEDESCRIPTIONREVISIONSSIGNATURE WITH SEALHURRICANE HILL DEVELOPMENTCOMPANY PLLC1042 HURRICANE HILL ROADMASON, NH 03048PHONE: 603-878-1726 (OFFICE)WEB: WWW.H2DC.COMDESIGNED BYAPPREPARED FORPROJECT INFORMATIONSOLECT ENERGY87 HAYDEN ROWE STREETHOPKINTON, MA 01748(508) 598-3511GBMMCHECKED BYAPPROVED BY004/08/2026IFPE55© (2023) SOLECT ENERGY DEVELOPMENT LLC. ALL RIGHTS RESERVED.THIS DOCUMENT CONTAINS THE PROPRIETARY INFORMATION OF SOLECT ENERGY DEVELOPMENT LLC (SOLECT) AND MAY NOT BE MODIFIED, REPRODUCED, RETRANSMITTED OR REDISTRIBUTED EITHER IN WHOLE OR IN PART, FOR ANY REASON WITHOUT SOLECT'S PRIOR WRITTEN CONSENT, NOR MAY THIS DOCUMENT BE USED FOR DESIGN,ENGINEERING OR CONSTRUCTION WITHOUT SOLECT'S INVOLVEMENT PURSUANT TO A WRITTEN CONTRACT SIGNED BY SOLECT. ANY UNAUTHORIZED USE OF THIS DOCUMENT OR USE WITHOUT SOLECT'S INVOLVEMENT SHALL BE AT THE SOLE RISK OF THE OWNER OF THE SITE AND THE USER AND WITHOUT WARRANTY OR LIABILITY OF SOLECT.PREPARED BYFOR PERMIT PURPOSE ONLY,NOT FOR CONSTRUCTIONRACKINGDETAILS-5SCALE : NTS1RACKING DETAILS-5E55 PURLINS ARE TO BE FINISHED AS FOLLOWS:2.STEEL FABRICATION NOTESHOT DIP GALVANIZING G235 PER ASTM A653A.COLUMNS AND CROSSBEAMS ARE TO BE FINISHED AS FOLLOWS:3.HOT DIP GALVANIZING PER ASTM A123A.NUTS, BOLTS & WASHERS4.HOT DIP GALVANIZING PER ASTM A153A.FOR TOUCH UP AND CLEANING5.USE SOLVENTS OR MECHANICAL CLEANING METHODS THAT COMPLY WITH THE STEEL STRUCTURES PAINTING COUNCILS (SSPC)A.WIRE BRUSH CLEAN WITH SOLVENTS RECOMMENEDED BY FINISH MANUFACTURER AND TOUCH-UP WITH SAME FINISH SYSTEMSDESCRIBED ABOVEB.ALL STEEL FABRICATED FOR THIS PROJECT IS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (A.E.S.S.)1.IN COLD WEATHER CONDITIONS PLEASE NOTE THAT COMPLETION OF SOME TEMPERATUREDEPENDENT WORK MAY BE DELAYED UNTIL TEMPERATURES REACH 45 DEGREES F AND RISING. THIS WORK MAY INCLUDE:1.COLD WEATHER NOTESBASE PLATE GROUTINGA.PARGINGB.LINE STRIPINGC.TOUCH-UP PAINTINGD.SITE01/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668PROJECT LOCATION & DRAWING LISTISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-000SHEETNUMBERSHEET NAME 30% PROGRESS SET 60% PROGRESS SET 90% PROGRESS SET ISSUED FOR PERMITPV-000 PROJECT LOCATION & DRAWING LIST• • • •PV-000.1 GENERAL STRUCTURAL NOTES• • •PV-005 OVERALL PROJECT SITE PLAN• • • •PV-010 OVERALL SITE PLAN - FOUNDATION LAYOUT• • • •PV-011 OVERALL SITE PLAN - PV ARRAY LAYOUT• • • •PV-020 OVERALL SITE SECTION• • • •PV-021 CANOPY SITE SECTIONS• • • •PV-030 FOUNDATION DETAILS• • • •PV-100 CANOPY PLANS• • •PV-101 CANOPY PLANS• • •PV-102 CANOPY PLANS• • •PV-300 CANOPY SECTION• • • •PV-400 FRAMING DETAILS• •PV-500 PV PANEL RACKING / MOUNTING DETAILS• •PV-501 PV PANEL UNIT TYPES• •TOTAL: 15GENERAL SITE CONSTRUCTION NOTES1. PRIOR TO THE START OF CONSTRUCTION, THE SITE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZE/ AND DIMENSION OF ALL UTILITIES IN AREA WHERE WORK IS TO BEPERFORMED. SUBCONTRACTOR AND/OR PARASOL ASUMES NEITHER THE RESPONSIBILITY FOR THE LOCATION OF ENCASED AND/OR HIDDEN UTILITIES SHOWN NOR THE LACK THEREOF.2. ANY DISCREPANCIES IN REFERENCE, COORDINATES, ELEVATIONS, EXISTING DIMENSIONS, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF PARASOL AND/OR OWNER'SREPRESENTATIVES BEFORE PROCEEDING WITH WORK.3. ALL WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE MOST RECENT LOCAL AND NATIONAL CONSTRUCTION STANDARDS AND BUILDING CODES.4. IN INSTANCES WHERE THE AHJ PROVIDES NO DETAILED SPECIFICATIONS, THE MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET AND CONFORM TO THE REQUIREMENTS OFLOCAL CODES AND UFC REQUIREMENTS.5. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEENACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD AND PARASOL PRIOR TO FABRICATION.COORDINATION NOTES1. PARASOL ANTICIPATES THAT THE TOPS OF ALL EXISTING CONCRETE PIERS AND WALLS SHALL BE AT ELEVATIONS SPECIFIED HEREIN.2. INSTALLATION ERRORS IN CONCRETE CONSTRUCTION ARE TO BE CORRECTED BY THE GENERAL CONTRACTOR PRIOR TO THE ARRIVAL OF THE ERECTION CREW AND PRIOR TO THEERECTION OF THE STRUCTURE.3. ANY EXISTING UTILITY FINDINGS THAT CONFLICT WITH THE RECORD OF KNOWN CONDITIONS SHALL BE REPORTED TO PARASOL, AND/OR THE OWNER'S REPRESENTATIVE.NSWE1 1/2" = 1'-0"1PROJECT LOCATION6" = 1'-0"2PV PANEL SPECIFICATIONSYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED DESIGN CRITERIACODE:GOVERNING JURISDICTION:LIVE LOADS:WIND DESIGN CRITERIA:IMPORTANCE FACTORBASIC WIND SPEEDWIND EXPOSURERISK CATEGORYGUST EFFECT FACTORSEISMIC ANALYSIS:SITE CLASSIFICATIONRISK CATEGORYSEISMIC DESIGN CATEGORYIMPORTANCE FACTORSEISMIC LOAD RESISTING SYSTEMRESPONSE MODIFICATION COEFFICIENTSYSTEM OVERSTRENGTH FACTORSEISMIC BASE SHEARpgVIwIERΩOSSVS1SDSSD1SNOW DESIGN CRITERIA:GROUND SNOW LOADIMPORTANCE FACTORIsEXPOSURE CATEGORYEXPOSURE FACTORCeTHERMAL FACTORCtDESIGN ROOF SNOW LOADPfCANOPYGMA STATE CODE 780 CMR, 10th EDITION (BASED ON 2021 INTERNATIONAL BUILDING CODE)BARNSTABLE, MA= 12 PSF (NON-CONCURRENT WITH WIND LOADS)= 130 MPH= 1.0= C= II= 0.85= D= II= B= 1.0= INVERTED PENDULUM (NON-BLDG STRUCT.)= 2= 2.0= 0.085*W= 0.160 g= 0.049 g= 0.171 g= 0.078 g= 30 PSF= 1.0= C= 1.0= 1.2= 25.2 PSFGENERAL 1.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. DO NOTSCALE THE DRAWINGS. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES ORINCONSISTENCIES. IN CASE OF CONFLICT, MORE COSTLY REQUIREMENTS GOVERN FOR BIDDING.SUBMIT CLARIFICATION REQUEST PRIOR TO PROCEEDING WITH WORK.2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGSAND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCURSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO START OF CONSTRUCTION SOTHAT A CLARIFICATION CAN BE ISSUED. ANY DEVIATION FROM THE APPROVED SET OF CONTRACTDOCUMENTS SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE ENGINEER OF RECORD. ANYWORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTSSHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICALDETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.UNLESS NOTED OTHERWISE, DETAILS IN STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BYCUTS, REFERENCES OR TITLES.4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING: LOCAL BUILDINGCODE, ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THEWORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.5.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLPROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCHMEASURES SHALL INCLUDE, BUT ARE NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TOCONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURALENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.6.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.7.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FORFILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS,ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY.8.CONTRACTOR TO PROVIDE A LIST OF ALL PROPOSED SUBSTITUTIONS, WITH APPLICABLEMANUFACTURER'S ICC REPORTS TO ARCHITECT, ENGINEER OF RECORD AND GOVERNINGJURISDICTION FOR REVIEW AND APPROVAL BEFORE FABRICATION.9.NOTICE TO THE APPLICANT / OWNER / OWNER'S AGENT / ARCHITECT: BY USING THESE PERMITTEDCONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WORK SPECIFIED HEREIN,YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING JURISDICTION FOR SPECIALINSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING, AND OFF-SITEFABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONSAND AS REQUIRED BY THE GOVERNING BUILDING CODES.10.NOTICE TO THE CONTRACTOR / BUILDER / INSTALLER / SUBCONTRACTOR / OWNER-BUILDER: BYUSING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THEWORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTSCONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THEREQUIREMENTS OF THE GOVERNING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURALOBSERVATIONS, CONSTRUCTION MATERIAL TESTING, AND OFF-SITE FABRICATION OF BUILDINGCOMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQUIRED BY THEGOVERNING BUILDING CODES.CONCRETE3.SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH TYPES:1.ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE PROVISIONS OFACI 318, LATEST EDITION.2.CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BYTHE STRUCTURAL ENGINEER. MIX DESIGN METHODS (TEST HISTORY OR TRIAL BATCH METHOD) PERTHE CODE SHALL BE USED TO PROPORTION CONCRETE. SUBMIT MIX DESIGN METHOD DATA.4.PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II.5.AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OFASTM C-33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OFTHE STRUCTURAL ENGINEER.6.ALL CONCRETE SHALL MEET ACI 318 REQUIREMENTS FOR EXPOSURE CLASSIFICATIONS NOTED INTABLE ABOVE.7.CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C-94.8.PLACEMENT OF CONCRETE SHALL CONFORM TO PROJECT SPECIFICATIONS. CLEAN AND ROUGHENTO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED.9.ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BE WELLSECURED IN POSITION PRIOR TO PLACING CONCRETE.10.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DONOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING CONCRETE IS NOT PERMITTED EXCEPTAS APPROVED BY THE ENGINEER OF RECORD. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALLNOT BE PLACED IN CONCRETE SLABS, AT DROP PANELS OR BEAMS UNLESS SPECIALLY DETAILEDON THE STRUCTURAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERSSHOW OPENINGS, POCKETS, ETC. LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS.11.PIPES LARGER THAN 11/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPTWHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE ORINTERRUPT REINFORCING BARS.13.ALL EXTERIOR CRACKS TO BE SKIM COATED.14.PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS UNLESS INDICATED OTHERWISE BY PARASOL.MEMBEREXPOSURE CLASSIFICATION (ACI Tb. 19.3.1.1)F'c 28 DAY (PSI)FOUNDATIONS 5000 PSIMAX w/CTARGET AIR CONTENT (%)0.45 6.0 +/- 1.512.STYROFOAM USED AS STAY-IN-PLACE FORMS SHALL BE MADE BY DOW CHEMICAL AND SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH OF 25 PSI AND A MINIMUM MODULUS OF 350 PCI FOR A 4"THICKNESS.MAX DENSITY (PCF)150 PCF15.CONTRACTOR TO WAIT A MINIMUM OF 48 HOURS FOLLOWING COMPLETION OF CONCRETE POUR TOBEGIN ERECTING STEEL.SPECIAL INSPECTIONSTEEL: SPECIAL INSPECTION TASKTHE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL REQUIRE SPECIAL INSPECTION PER CHAPTER 17 OF THE CODE.PERIODICCONTINOUS1.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS.B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE.2.INSPECTION OF HIGH-STRENGTH BOLTING (SEE NOTES 6 & 7 BELOW TABLE):A. SNUG-TIGHT JOINTSB. PRETENSIONED AND SLIP-CRITICAL JOINTS CONFORMING TO 1704.3.3.2C.PRETENSIONED AND SLIP-CRITICAL JOINTS NOT CONFORMING TO 1704.3.3.23.MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL MEMBERS:A. FOR STRUCTURAL STEEL, INDENTIFICATION MARKINGS CONFORMING TO AISC 360, LATESTB. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED INTHE APPROVED CONSTRUCTION DOCUMENTS.C.MANUFACTURERS' CERTIFIED TEST REPORTS.4.MATERIAL VERIFICATION OF WELD FILLER MATERIALS:A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVEDCONSTRUCTIONB. MANUFACTURER'S CERTIFICATE OF COMPLIANCE.5.INSPECTION OF WELDING:A. STRUCTURAL STEEL AND COLD-FORMED STEEL MEMBERS:1).COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.2).MULTIPASS FILLET WELDS3).SINGLE-PASS FILLET WELDS > 5/16"4).PLUG AND SLOT WELDS5).SINGLE-PASS FILLET WELDS ≤ 5/16"6).VISUAL INSPECTION OF HSS SEAM WELDS. NON-DESTRUCTIVE TESTING OF SEAM WELDS MAY BEREQUIRED BY THE ENGINEER OF RECORD IF ANY OF THE SEAM WELDS APPEAR TO BEDEFECTIVE.7).SHOP WELDING:SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF AFABRICATOR REGISTERED AND APPROVED BY THE GOVERNING JURISDICTION.- X- X- X- XX -- X- X- X- X- XX -X -X -X -- X- XX -POST-INSTALLED ANCHORS: SPECIAL INSPECTION TASKPERIODICCONTINOUS1.POST-INSTALLED ANCHORS IN HARDENED CONCRETE (SEE NOTE 8 BELOW TABLE).- X2.HIGH STRENGTH GROUT UNDER COLUMN BASE PLATES.- XEDITION1.THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTEFOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION.SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF ANINSPECTOR FROM THE GOVERNING JURISDICTION IS SUBJECT TO REMOVAL OR EXPOSURE.2.FOR CONTINUOUS INSPECTION, WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRINGSPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OFTHE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THEPROVISIONS OF THE CODE, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBEROF INSPECTORS TO ASSURE THAT ALL WORK IS INSPECTED IN ACCORDANCE WITH THOSEPROVISIONS.3.THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THECATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.a.WHEN WAIVED BY THE GOVERNING JURISDICTIONEXCEPTIONS:4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR ORINSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THATREQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTIONIS SUBJECT TO REMOVAL.5.A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUSTBE COMPLETED AND SUBMITTED TO THE GOVERNING JURISDICTION AND ENGINEER OF RECORD.6.PROVIDE SPECIAL INSPECTION FOR CONNECTIONS BOLTED WITH A325 AND A490 BOLTS.INSPECTIONS SHALL BE DONE PER APPROVED NATIONALLY RECOGNIZED STANDARDS AND THEREQUIREMENTS OF THE CODE AND THE GOVERNING JURISDICTION. WHILE THE WORK IS INPROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THE BOLTS, NUTS, WASHERS AND PAINT;BOLTED PARTS; AND INSTALLATION AND TIGHTENING MEET THE STANDARDS REQUIREMENTS.7.THE SPECIAL INSPECTOR FOR HIGH STRENGTH BOLTED CONNECTIONS SHALL:a.OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THEPLANS OR SPECIFICATIONS.b.MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTEDMATERIALS HAVE BEEN DRAWN TOGETHER.c. MONITOR THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS.8.THE SPECIAL INSPECTOR FOR EPOXY ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THECLEANLINESS OF THE HOLE, THE MOISTURE IN THE HOLE, MIXING THE EPOXY, THE BRAND OFEPOXY, AND THE PROPER MATERIAL FOR ASSEMBLY.9.THE SPECIAL INSPECTOR SHALL PROVIDE PERIODIC REPORTS AND A FINAL REPORT TO THESTRUCTURAL ENGINEER.10.THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES NOTED BY THE STRUCTURALENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE SHALLBE REFERENCED IN SPECIAL INSPECTOR REPORT.11.THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNINGJURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS.12.A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS,TESTING, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER'SAGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THEGOVERNING JURISDICTION.13.PERIODIC INSPECTION SHALL OCCUR FREQUENTLY ENOUGH TO INSPECT ALL OF THE INSTALLEDITEMS AND TO PERIODICALLY WITNESS THE INSTALLATION OF THE ITEMSFOUNDATIONS1.FOUNDATION DESIGN BASED ON THE FOLLOWING SOILS REPORTS:3.CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER,GROUND WATER, OR SEEPAGE, IF REQUIRED.4.CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, ANDSHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURESINCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETYORDINANCES.5.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAININGWALLS BEFORE CONCRETE OR GROUT IN THE WALLS AND SLABS RESTRAINING THE WALLS HAVEATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING ANDPIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY INPLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS,AND INSTALLATION OF SUCH BRACING.6.FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS.SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR SOILSENGINEER, FOUNDATION ELEVATIONS WILL BE ALTERED.7.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BEMECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT OR BACKFILLEDWITH 2-SACK SAND CEMENT SLURRY AND APPROVED BY THE SPECIAL INSPECTOR.8.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FORFILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS,ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY.10.REMOVE CONTAMINATED SOILS PER THE SOILS REPORT.11.SOIL REMOVAL AND RECOMPACTION SHALL BE PER THE APPROVED CONTRACT DOCUMENTS.12.ALL ROOF AND AREA DRAINAGE SHALL BE DIRECTED AWAY FROM FOUNDATIONS.9.ALL ABANDONED FOOTING, UTILITIES, ETC. SHALL BE REMOVED.2.DRILLED PIERS SHALL BEAR ON SOIL OF ADEQUATE BEARING CAPACITY PER THE SOILS REPORTAND AS APPROVED BY THE SPECIAL INSPECTOR.1.THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFY THEDESIGN CONCEPT. IT IS THE CONTRACTOR'S RESPONSIBILTY TO CHECK THEIR OWN SHOPDRAWINGS.2.THE STRUCTURAL SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY REVIEWSHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CHECKING.SHOP DRAWINGS/SUBMITTALS3.THE FOLLOWING SHOP DRAWINGS ARE NOT REQUIRED FOR SUBMITTAL FOR STRUCTURAL REVIEW.a.SHORING AND BRACINGb.STRUCTURAL STEEL MILL REPORTS4.THE FOLLOWING SHOP DRAWINGS (AND CALCULATIONS WHEN APPICABLE) ARE REQUIRED FORSUBMITTAL FOR STRUCTURAL REVIEW.a.GROUT MIX DESIGNS, INCLUDING STRENGTH AND SHRINKAGE TEST RESULTSb.STRUCTURAL STEELc. WELDING PROCEDURE SPECIFICATIONS (SEE NOTE 9 BELOW)5.ANY SUBMITTAL OF A DETAIL SHEET WITH ADDED INFORMATION NOT SHOWN ON PLANS SHALL BEACCOMPANIED BY LOCATION PLAN IDENTIFYING THE MEMBERS INVOLVED AND CLOUDING AROUNDADDED INFORMATION.6.ANY ENGINEERING SUBMITTED FOR REVIEW SHALL BE APPROPRIATELY SEALED. FULLRESPONSIBILITY OF SUCH ENGINEERING RESTS WITH THE PERSON SEALING THE DESIGN.7.THE SHOP DRAWINGS SHALL REFERENCE THE DATE OF THE DESIGN USED TO PRODUCE THESUBMITTAL.8.CONTRACTOR/SUBCONTRACTOR TO PROVIDE A DIGITAL COPY (PDF) OF SHOP DRAWINGS FORREVIEW BY THE ENGINEER OF RECORD. REDLINED DIGITAL SET WILL BE RETURNED TO THECONTRACTOR WITH REDLINES FOR REPRODUCTION AND DISTRIBUTION.9.WPS CHECK LISTGENERALa.SUPPORTING PQR NO.b.PROCESS (SMAW, FCAW, ETC)JOINT DESIGN & BASE MATERIALa.JOINT TYPE (CORNER, BUTT, LAP, T)b.MAX ROOT OPENINGc. BACKING (THICKNESS, MATERIAL TYPE)d.GROOVE ANGLEe.TOTAL # OF PASSESf.BASE MATERIAL SPEC, GRADE & THICKNESSg.WPS SHOULD INCLUDE FIGUREh.MAX ROOT & FILL PASS THICKNESSFILLER MATERIAL & SHIELDINGa.ELECTRODE SPECIFICATION (AWS A5.1, A5.20, ETC)b.ELECTRODE CLASSIFICATION (E701B, E71T-1, ETC)c. ELECTRODE DIAMETER (5/32", 1/8", ETC.) AND STICK-OUT (IF APPLICABLE)d.SHIELDING GA, IF APPLICABLE (GAS COMPOSITION, FLOW RATE)e.FLUX, IF APPLICABLEf.AS WELDED TOUGHNESS (SUCH AS 20 FT-LBS @ -20 DEGREES) PER FILLER SPECSPREHEATa.MIN & MAX PREHEAT TEMPERATUREb.MIN & MAX INTERPASS TEMPERATUREELECTRICAL PARAMETERSa.POLARITY (AC, DC+, DC-)b.WELDING CURRENT (AMPERAGE)/WIRE FEED SPEED (IPM)c. ARC VOLTAGE (VOLTS)d.TRAVEL SPEED (IPM) (FCAW/GMAW)TECHNIQUE/MISCa.WEAVE/STRINGER, MULTIPASS/SINGLE PASSb.PEENINGc. POSITION (F, H, V, O)d.VERTICAL PROGRESSION (IF APPLICABLE)NOTES:1.THE ABOVE LIST SHOWS THE MINIMUM VARIABLES, OTHER VARIABLES MAY BE INCLUDED.2.OTHER VARIABLES MAY BE REQUIRED PER STRUCTURAL PLANS OR SPECS. SEE D1.1 ANNEX IV,ANNEX E, AND TABLE 4.5 FOR QUALIFIED WPS; ANNEX H AND TABLE 3.67 FOR PREQUALIFIED WPS.d.PV PANEL CUTSHEETSTRUCTURAL STEEL1.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED BY AN APPROVED ANDLICENSED FABRICATOR IN ACCORDANCE WITH THE LATEST EDITION OF AISC 360 (EXCLUDINGSECTION A4).2.ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW(U.N.O.):DESCRIPTIONALL BASE PLATES, CAP PLATESDESIGNATIONA572, GRADE 503.THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FORARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW BEFORE FABRICATION.4.HOLES IN STEEL SHALL BE AS FOLLOWS, UNO:ALL ANGLES AND CHANNELS A36, U.N.O.ALL WF SECTIONS A992, GRADE 50HSS SECTIONS A500, GRADE BHIGH STRENGTH BOLTS A325MACHINE BOLTS AND THREADED RODS A304MISC. PLATES A572, GRADE 50ANCHOR BOLTS F1554, GRADE 1055.ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, OR SPRAY ONFIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED.6.ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOTDIP GALVANIZED AFTER FABRICATION. GALVANIZING AT FIELD WELDS SHALL BE REPAIRED WITH AGALVANIZING REPAIR PAINT ACCORDING TO ASTM A780.7.PROVIDE BEVELED WASHERS PER ANSI B18.23.1 AS REQUIRED ON SLOPED SURFACES.8.STRUCTURAL MEMBERS AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED STRUCTURESHALL BE DESIGNATED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) WHERE NOTED ONPLAN.9.WELDING:a.ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (U.N.O.). ALLWELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND THE CODE FORWELDING IN BUILDING CONSTRUCTION (AWS D1.1 LATEST REVISION) OF THE AMERICAN WELDINGSOCIETY. SEE SPECIAL INSPECTION SECTION FOR WELDING INSPECTION REQUIREMENTS.b.WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHEREFILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS ASSPECIFIED IN AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION.c. WELDS TERMINATING AT ENDS OR SIDES, WHERE PRACTICAL, SHALL BE RETURNEDCONTINUOUSLY AROUND CORNERS A DISTANCE 2 TIMES THE NOMINAL SIZE OF THE WELD PERAISC 360 SECTION J2.2B, U.N.O.d.ALL FULL-PENETRATION FIELD WELDS SHALL BE ULTRASONICALLY TESTED.e.ALL TWO-SIDED FILLET WELDS SHOWN SHALL BE WELDED WITH THE SAME (GIVEN) WELD SIZE ONBOTH SIDES.f.ALL UNSIZED GROOVE OR BUTT WELDS SHOWN SHALL BE COMPLETE PENETRATION. ALLPROVISIONS OF AWS SHALL BE OBSERVED INCLUDING REQUIREMENTS FOR BACK-UP PLATESAND WELD TRANSITIONS WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN.g.A WRITTEN WELDING PROCEDURE SPECIFICATION SHALL BE SUBMITTED TO THE TESTINGLABORATORY. IT SHALL INCLUDE ALL WELDING PROCEDURES TO BE USED AS DESCRIBED IN AWS,CHAPTER 4.h.SPECIAL CONSIDERATION SHALL BE GIVEN TO WELDING TECHNIQUE AND SEQUENCE,PARTICULARLY WHERE THERE IS A POTENTIAL FOR LAMELLAR (THROUGH-THICKNESS) TEARING.i. WHERE FIELD WELDING IS INDICATED, THE FIELD DESIGNATION IS GIVEN AS A RECOMMENDATIONONLY.10.ALL ANCHOR BOLTS SHALL BE HEADED STUD BOLTS OR THREADED RODS WITH NUTS. J BOLTS ARENOT ACCEPTABLE IN ANY APPLICATION.11.GROUT OTHER THAN FOR MASONRY CELLS SHALL BE NON-SHRINK, NON-METALLIC GROUT, MEETINGASTM C-1107, MIXED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. MINIMUMCOMPRESSIVE STRENGTH SHALL BE 8,000 PSI IN 28 DAYS, UNLESS APPROVED BY THE STRUCTURALENGINEER.a.FOR NOMINAL BOLT SIZE LESS THAN 1", HOLE DIAMETER SHALL BE 1/16" LARGER.b.FOR NOMINAL BOLT SIZE EQUAL TO OR LARGER THAN 1", HOLE DIAMETER SHALL BE 1/8" LARGER.c. COLUMN BASE PLATE HOLES MAY BE OVERSIZED PER AISC MANUAL TB 14-2.12.TIGHTEN HIGH STRENGTH BOLTS TO "SNUG-TIGHT" CONDITION PER AISC SPECIFICATION FORSTRUCTURAL JOINTS, U.N.O. TEST SLIP CRITICAL (SC) OR FULLY PRETENSIONED BOLTS WITH ACALIBRATED WRENCH UNLESS LOAD INDICATOR BOLTS ARE USED.13.AT ALL PRETENSIONED CONNECTIONS USING HIGH-STRENGTH BOLTS, PERFORM PREINSTALLATIONVERIFICATION PROCEDURES PRIOR TO INSTALLATION IN ACCORDANCE WITH RCSC SECTION 7. THISREQUIREMENT APPLIES TO ALL METHODS OF PRETENSIONING, INCLUDING THE USE OFTURN-OF-NUT, CALIBRATED WRENCH, TENSION CONTROL BOLTS, AND DTI WASHERS.1.GENERALCOLD-FORMED STEELA. ALL COLD-FORMED METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH AISI"SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, " CURRENTEDITION.B. ALL COLD-FORMED STRUCTURAL MEMBERS SHALL BE PER ICC ER-3064P.C.ALL COLD-FORMED STEEL SHALL CONFORM TO THE FOLLOWING:43 MIL AND LIGHTER54 MIL AND HEAVIERASTM A653 GR 33PER PLAN AND SCHEDULED.ALL COLD-FORMED STEEL SHALL HAVE A MINIMUM COATING CONFORMING TO THE FOLLOWING:LOAD-BEARING AND EXTERIOR STRUCTURAL MEMBERSCOATING PROTECTION G90 PLUS AN APPROVED COATING PER CURRENT ASTM C955E. WELDING IS NOT PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER OF RECORD.F. ALL APPROVED WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED FOR ALL APPROPRIATEDIRECTIONS COMPLYING WITH AWS D1.3. WELDING RODS SHALL CONFORM TO THE FOLLOWING:43 MIL AND LIGHTER54 MIL AND HEAVIERE60XXE70XX OR E6013COLD-FORMED TO STRUCTURAL STEELE70XX LOW HYDROGENG. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED.H.TEMPORARY BRACING REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.I.ALL SCREWS SHALL BE FULLY DRIVEN AND PROTRUDE THE LARGER OF 3 THREADS OR 1/4"THROUGH THE LAST MATERIAL JOINED. THERE SHALL BE NO SPACE BETWEEN JOININGMEMBERS AT THE SCREW LOCATION.3.ALL CALCULATED MEMBER PROPERTIES PER AISI SPECIFICATIONS ARE BASED ON THE FOLLOWINGTHICKNESSES:A. FIELD CUTS THROUGH FLANGES OF STUD OR TRACK SHALL NOT BE PERMITTED UNLESSSPECIFICALLY APPROVED BY THE ENGINEER OF RECORD.B. ALL FIELD CUTTING OF MEMBERS SHALL BE BY SAWING OR SHEARING. TORCH OR PLASMACUTTING OF MEMBERS SHALL NOT BE PERMITTED.C.ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULARMEMBERS OR AS REQUIRED ON AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALLBE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED.D.SPLICING OF STUDS, JOISTS, OR OTHER LOAD CARRYING MEMBERS SHALL NOT BE PERMITTEDUNLESS SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD.E. IF ADDITIONAL HOLES ARE REQUIRED IN LOAD CARRYING MEMBERS, CONTACT THE ENGINEER OFRECORD FOR GUIDANCE BEFORE CUTTING HOLES.F. WHEN CLIP ANGLES ARE USED TO ATTACH A COMPONENT TO THE PRIMARY STRUCTURE, THECLIP ANGLE SHALL BE FASTENED TO THE PRIMARY STRUCTURE FIRST; THEN THE COMPONENTSHALL BE BROUGHT TO BEAR ON THE STRUCTURE AND FASTENED TO THE CLIP ANGLE.G.EACH FRAMING MEMBER AND BUNDLES OF LIKE MEMBERS SHALL BE IDENTIFIED WITH THEMANUFACTURER'S NAME, YIELD STRENGTH, MINIMUM UNCOATED BASE METAL THICKNESS,PROTECTIVE COATING WEIGHT AND STUD SIZE EMBOSSED OR STAMPED ON THE WEB OF EACHSECTION AT A MAXIMUM OF 48" O.C. STUD MUST BE DESIGNED TO MEET THE REQUIREMENTS OFCODE SECTION 2209.MINIMUM THICKNESS REFERENCE GAUGE DESIGN THICKNESS33 MIL 20 GA 0.0346"43 MIL 18 GA 0.0451"54 MIL 16 GA 0.0566"68 MIL 14 GA 0.0713"97 MIL 12 GA 0.1017"118 MIL 10 GA 0.1242"MINIMUM SECTION PROPERTIES FOR CEE SHAPESSHAPE D (in)12" x 4" x 1" x 10 GA 12.00B (in)4.0L (in)1.00t (in)0.124A (in )2.61Wt (plf)8.77l (in )56.286 5.192.LOAD-BEARING AND EXTERIOR STRUCTURAL MEMBERSx4l (in )Y4tBDL21.STAINLESS STEEL PV PANEL MOUNTING BOLTS SHALL BE ASTM A304 S.S. OR ASTM A316 S.S.STAINLESS STEELBOLT DIAMETER1/4"TORQUE VALUE4 TO 6 FT-LBS2.MOUNTING BOLT AND NUT FLANGES SHALL BE SERRATED AND BE ORIENTED SUCH THAT THESERRATED SURFACES ARE BEARING AGAINST THE PANEL FRAME & STRUCTURAL MEMBER.3.MOUNTING BOLTS SHALL BE PRE-DIPPED OR OTHERWISE APPLIED WITH LOCTITIE DRI-LOC 204 REDTHREAD LOCKER OR EQUIVALENT.4.MOUNTING BOLTS SHALL BE TORQUED IN ACCORDANCE WITH THE TABLE BELOW. ENSURE ALLPLIES OF MATERIAL COME INTO FIRM CONTANCT AFTER TORQUE HAS BEEN APPLIED. THE BOLTSSHALL BE DRY AND UNWAXED / UNLUBRICATED PRIOR TO APPLYING TORQUE.5/16" 7 TO 10 FT-LBSPV PANEL ENGINEERING1.PV PANEL HAS BEEN SPECIFIED ON DRAWINGS BASED ON ALLOWABLE CAPACITIES ASREPRESENTED BY PV PANEL MANUFACTURER. ENGINEERING OF PV PANEL IS BY OTHER, ANDCONFIRMATION OF PV PANEL'S STRUCTURAL CAPABILITY TO WITHSTAND THE RATED LOADSTHROUGH TESTING, ANALYSIS, OR OTHER MEANS IS NOT INCLUDED IN THIS SCOPE OF WORK.SCOPE OF WORK1.SCOPE OF WORK INCLUDES THE DESIGN OF CANTILEVER STEEL SUPPORT STRUCTURES FOR PVPANELS AT A SURFACE PARKING LOT.EQUIVALENT LATERAL FORCE PROCEDURE HAS BEEN USEDa.COMPANY: Stephens Associates Consulting Engineersb.DATE: November 19, 2025c. PROJECT NUMBER: 144-25-034F2 S0 C0 W214.HIGH STRENGTH BOLTS SHALL BE TORQUED IN ACCORDANCE WITH THE TABLE BELOW. ENSURE ALLPLIES OF MATERIAL COME INTO FIRM CONTACT AFTER TORQUE HAS BEEN APPLIED. THE BOLTSSHALL BE DRY AND UNWAXED / UNLUBRICATED PRIOR TO APPLYING TORQUE.0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668GENERAL STRUCTURAL NOTESISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-000.1SYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26BOLT DIAMETERTORQUE VALUE1/2"5/8"50 +/- 5 FT-LBS100 +/- 10 FT-LBSSHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED 1 0 6 1071011021041 0 6 10799100 1 0099100 101102103104105B - 12B - 11B - 10B - 9B - 8B - 5B - 3B - 4B - 5B - 6BC 8C 7C 6C 5C 4C 3C St art10781079108410851077108310801086VPVP1003104.89BGE1004103.02BGE102499.45BGE1037103.09EC1038103.14EC1039108.30EC1043105.30EC1044103.44EC1049103.85EC1050103.86EC1047104.05EP1048103.96EP1052104.17EP1055105.11EP1059105.93EP1060106.28EP1061113.35EP1063106.42EP1064106.98EP1066107.36EP3001103.95EP3002104.62EP3003105.17EP3004105.84EP1044103.44EP1049103.85EP1053104.32EP1056105.16EP1057105.81EP1073106.56EP1074106.82EP1068106.80EP1069106.72EP1070106.97EP1071107.04EP1072107.02EP3006107.94PELV3007107.70PELV3008107.36PELV3009107.08PELV3010106.63PELV3011106.00PELV3012105.37PELV3013104.57PELV3014103.81PELV3015103.01PELV3016102.42PELV3017106.92PELV3018106.60PELV3019106.29PELV3020106.05PELV3021105.75PELV3022105.29PELV3023104.74PELV3024104.02PELV3025103.18PELV3026102.45PELV3027101.84PELV3028106.06PELV3029105.50PELV3030PELV3031105.14PELV3032106.77PELV3033106.39PELV3035103.39PELV3036102.54PELV3037105.80PELV3038101.35PELV3039106.06PELV3040105.40PELV3041104.72104.453043104.07PELV3044105.82PELV3046102.67PELV3047102.07PELV3048101.45PELV3049100.89PELV3050105.69PELV3051104.82PELV3052104.21PELV3053103.68PELV3054103.17PELV3055102.86PELV3056102.66PELV3057102.41PELV3058102.01PELV3059101.47PELV3060100.85PELV3061100.25PELV3062106.68PELV3063105.56PELV3065103.64PELV30683069101.74PELV3070101.48PELV3071101.08PELV3072100.65PELV3073100.10PELV307499.62PELV3075106.41PELV3076105.84PELV30783079103.47PELV3082106.10PELV3083105.79PELV3084104.81PELV3085103.84PELV3086102.93PELV3087101.90PELV3088100.93PELV3089105.53PELV3090104.56PELV3091103.52PELV3092102.53PELV3093101.50PELV3094100.49PELV309599.47PELV3096103.91PELV3097103.09PELV3098102.06PELV3099101.18PELV310199.30PELV310299.50PELV3103102.62PELV3104102.54PELV3105101.72PELV310699.47PELV310798.55PELV3108101.97PELV3109101.34PELV3111100.07PELVPELV311399.16PELV311498.40PELV3115101.09PELV3116100.83PELV3117100.24PELV311899.94PELV3119PELV312099.44PELV3121100.27PELV312299.88PELV312499.32PELV312699.24PELV312799.08PELV312899.39PELV312999.18PELV313199.14PELV313299.18PELV313398.80PELV313498.76PELV313598.77PELV1000105.31UE1001101.11UE101194.15Z101690.45ZVCCV G C V G C V G CVGC ~TREES~OPENWATER~TREES~~TREES~~TREES~~TREES~BIT.WALK~GRASS~~G R A S S ~BIT.WALKBIT.WALKOPENWATER~TREES~~GRASS~SPRUCETRAILRETAININGWALLLT.BOLLT.BOLS I G N EHHLPLPLPLPLPLPLPD-BOXEP PC VGCVGC PCVGCVGCVGCVGC PTVGC PCVGCVGCVGC PTVGCVGCVGCVGCVGCVGCVGC GAP EPEP VGCVGCVGCVGC PCVGCVGCVGCVGCVGC CONCVGCVGCVGCVGC PCVGCVGCVGC PTVGCVGCVGCVGCVGCVGCVGC PCVGCVGCVGC PTVGCVGCVGCVGCVGC EP PC98.7998.8799.0698.8198.4198.2797.8397.6597.5097.4997.4497.4297.1797.3197.1096.7196.6796.6096.7396.9097.3397.4197.4496.4195.4794.6594.2094.0494.5694.4794.5094.4594.4595.0395.0895.6596.0596.6797.1197.3997.4497.3697.3197.4297.2897.2097.3096.88741742743746747750751754755758760761764765768769770771772773774779780781784785801804805809810811812818819822823826827830831834835838839842843844SSSSS1S1S194.8894.2594.2694.2694.2994.4095.63984985986987988989990RTWRTWRTWRTWRTWRTWRTWRTWRTW98.4598.9099.6999.94103.37100.32100.4599.6698.49100810091010101210141026102710281029MH95.645EPEPEP PC VGCEPEPEPEP PTEP PTEPEPEP PTEPEPEPEPEPVGC GAP EPEP VGCEP PCEPEPEP PTEPEPEPEPEPEPEP PCEPEPEP PTEPEPEPEPEPEPEP PCEPEPEP PTEPEPEPVGC EP PCEPEPEPEP PTEPEPEP30CC30 EP30EP30 PCEP30EP30EP30 PTEP30 PCEP30EP30EP30EP30EP30CONC EP31 PCEP31EP31EP31 GAPEP31EP31 PCEP31EP31EP31 CONC99.5799.0098.7998.7198.3597.8697.7097.3697.2497.0196.9697.0996.7196.7496.8296.7296.6796.6097.0397.0096.9996.9795.9894.9394.2294.0894.0294.0594.0194.0394.0394.0194.4894.7095.1295.6696.1796.6696.9296.9896.9096.7596.8996.7396.5996.8897.0097.3097.6698.3698.6799.1798.6898.4198.1598.0998.0197.7497.7197.9297.9598.2698.3598.7095.8695.9295.9596.0295.9795.8995.8795.8895.85739740741744745748749752753756757759762763766767770771775776777778782783786802803806808813814815817820821824825828829832833836837840841844845846847848849850712714717718719720722723724725726727789790791792793794795796797EB NEEB NEEB NEEB NEEB1 NEEB1 NEEB1 N E/POL1041104210431044104510461047EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE95.7495.2695.0796.0196.4396.4396.4697.4697.4997.4197.3797.7198.6599.2999.4398.7198.95100.18101.9295.0194.4194.7195.1595.8096.2396.4896.7296.8197.5197.4397.7899.2697.4097.5197.3597.2796.8896.4095.7495.4595.4796.3697.4197.51929930931932933933934105410551056105710581059106010611062106310641065935936937938939940941942943957958959960961963964965966967968969970971962963DYLDYLDYLDYL1DYL1DYL199.0498.7098.6198.7699.2799.83731732733736737738L FORCED SEWERL FORCED SEWERL FORCED SEWERL FORCED SEWERL FORCED SEWERL FORCED SEWERL FORCED SEWER98.3898.4598.9899.0296.6296.5696.6896.6396.5496.6796.9398.2098.671005100610481049977978979980981982983944945VGC CONCCONCCONCCONC EP31 PCEP31 CONCCONCCONCCONCCONCCONCCONCCONCCONCCONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC1CONC 3 N E/TR ANSFOR MERCONC 3 N E/TR ANSFOR MERCONC 3 N E/TR ANSFOR MERCONC 3 N E CLO/TRANSFOR MERCONC4 NE/D ISCON NECTCONC4 NE/D ISCON NECTCONC4 NE/D ISCON NECT94.6595.8095.9195.8695.8597.3498.5098.5298.5098.5198.4898.4498.4594.6295.8196.6798.0598.5798.5798.4398.4098.3498.3598.4598.5498.747857877887897977987998001021102210231024102599199299399499599699799899910001002100310041032103310341035103610371038CLFCLFCLFCLFCLFCLF1/PUMP STATIONCLF1/PUMP STATIONCLF1/PUMP STATIONCLF2/T COURTCLF2/T COURTCLF2/T COURTCLF2/T COURTCLF2/T COURT98.6699.1099.47103.64104.0097.5797.4197.4296.3896.8097.0597.8897.84946947948949950951952953972973974975976CC30CC30 PTCC30 EP30XWLKXWLK98.9898.5798.4198.1898.35711713714734735EEEEEESDEDDNSW EPV-0111PHASE 1EXISTING SOLAR CARPORTPHASE 2SOLAR CARPORTS0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668OVERALL PROJECT SITE PLANISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-0051" = 30'-0"2OVERALL PROJECT SITE PLANSYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED 1 0 6 1071011021031041051 0 6 10799100 1 0 099100 101102103104105B-11B-10B-9B-8B-5B-3B-4B-5B-6B1077108310751076108110821003104.89BGE1004103.02BGE102499.45BGE3001103.95EP3002104.62EP3003105.17EP3004105.84EP3006107.94PELV3007107.70PELV3008107.36PELV3009107.08PELV3010106.63PELV3011106.00PELV3012105.37PELV3013104.57PELV3014103.81PELV3015103.01PELV3016102.42PELV3017106.92PELV3018106.60PELV3019106.29PELV3020106.05PELV3021105.75PELV3022105.29PELV3023104.74PELV3024104.02PELV3025103.18PELV3026102.45PELV3027101.84PELV3028106.06PELV3029105.50PELV3030105.36PELV3031105.14PELV3032106.77PELV3033106.39PELV3034103.94PELV3035103.39PELV3036102.54PELV3037105.80PELV3038101.35PELV3039106.06PELV3040105.40PELV3041104.72PELV3042104.45PELV3043104.07PELV3044105.82PELV3045102.65PELV3046102.67PELV3047102.07PELV3048101.45PELV3049100.89PELV3050105.69PELV3051104.82PELV3052104.21PELV3053103.68PELV3054103.17PELV3055102.86PELV3056102.66PELV3057102.41PELV3058102.01PELV3059101.47PELV3060100.85PELV3061100.25PELV3062106.68PELV3063105.56PELV3064104.26PELV3065103.64PELV3066103.06PELV3067102.52PELV3068102.04PELV3069101.74PELV3070101.48PELV3071101.08PELV3072100.65PELV3073100.10PELV307499.62PELV3075106.41PELV3076105.84PELV3077104.82PELV3078104.08PELV3079103.47PELV3080102.85PELV3081102.23PELV3082106.10PELV3083105.79PELV3084104.81PELV3085103.84PELV3086102.93PELV3087101.90PELV3088100.93PELV3089105.53PELV3090104.56PELV3091103.52PELV3092102.53PELV3093101.50PELV3094100.49PELV309599.47PELV3096103.91PELV3097103.09PELV3098102.06PELV3099101.18PELV3100100.18PELV310199.30PELV310299.50PELV3103102.62PELV3104102.54PELV3105101.72PELV310699.47PELV310798.55PELV3108101.97PELV3109101.34PELV3110100.65PELV3111100.07PELV311299.53PELV311399.16PELV311498.40PELV3115101.09PELV3116100.83PELV3117100.24PELV311899.94PELV311999.61PELV312099.44PELV3121100.27PELV312299.88PELV312399.54PELV312499.32PELV312599.33PELV312699.24PELV312799.08PELV312899.39PELV312999.18PELV313099.03PELV313199.14PELV313299.18PELV313398.80PELV313498.76PELV313598.77PELV1000105.31UE1001101.11UE101690.45ZV G C V G CVGC V G C ~TREES~OPENWATER~TREES~~GRASS~~G R A S S ~BIT.WALKBIT.WALK~TREES~~GRASS~B-4B-5B-3B-6B-8B-9B-10B-11B-2B-1LT.BOLLT.BOLLPLPLPLPLPLPLP103.27108.3199.26102.4594.6793.6694.1191.9991.5794.3794.3595.9794.5090.56MTGTMTGTMTGTMTGTB-11B-10B-9B-8B-5B-3B-4B-5B-6B7007017027031012101310141015101710181019102010211022NSW EAABB1A2A3A4A5A3B2B1BC1C2C3C4C33'-9 1/16"33'-9 1/16"33'-9 1/16"3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "1PV-0212PV-0213PV-0210 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668OVERALL SITE PLAN - FOUNDATION LAYOUTISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-0103/32" = 1'-0"1OVERALL SITE PLAN - FOUNDATION LAYOUTFOUNDATION SCHEDULETYPE QTY TYPEF-1 12 DRILLED PIERTOTAL: 12SYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED 1 0 6 1071011021 0 6 10799100 1 0 099 102103104105B-11B-10B-9B-8B-5B-3B-4B-5B-6B107710831003103.02102499.45BGE3001103.95EP3002104.62EP3003105.17EP3004105.84EP3006107.94PELV3007107.70PELV3008107.36PELV3009107.08PELV3010106.63PELV3011106.00PELV3012105.37PELV3013104.57PELV3014103.81PELV3015103.01PELV3016102.42PELV3017106.92PELV3018106.60PELV3019106.29PELV3020106.05PELV3021105.75PELV3022105.29PELV3023104.74PELV3024104.02PELV3025103.18PELV3026102.45PELV3027101.84PELV3028106.06PELV3029PELV3031PELV3032PELV3033PELV103.39PELV102.54PELV3037105.80PELV3038101.35PELV3039106.06PELV3040105.40PELV104.07105.82PELV3046102.67PELV102.073048101.45PELV3049100.89PELV3050105.69PELV3051104.82PELV3052104.21PELV3053103.68PELV3054103.17PELV3055102.86PELV3056102.66PELV3057102.41PELV3058102.01PELV3059101.47PELV3060100.85PELV3061100.25PELV3062106.68PELV3063105.56PELV30653069101.74PELV3070101.48PELV3071101.08PELV3072100.65PELV3073100.10PELV307499.62PELV3075106.41PELV3076105.84PELV30793082106.10PELV3083105.79PELV3084104.81PELV3085103.84PELV3086102.93PELV3087101.90PELV3088100.93PELV3089105.53PELV3090104.56PELV3091103.52PELV3092102.53PELV3093101.50PELV3094100.49PELV309599.47PELV3096103.91PELV3097103.09PELV3098102.06PELVPELV310199.30PELV310299.50PELV3103102.62PELV3104102.54PELV3105101.72PELV310699.47PELV310798.55PELV3108101.97PELV3109101.34PELV3111100.07311399.16PELV311498.40PELV3115101.09PELV3116100.83PELV3117100.24PELV3118PELV312099.44PELV3121100.27PELV312299.88PELV312499.32312699.24PELV312799.08PELV312899.39PELV312999.18PELV313199.14PELV313299.18PELV313398.80PELV313498.76PELV313598.77PELV1000105.31UE1001101.11UE101690.45ZV G C V G CVGC ~TREES~OPENWATER~TREES~~GRASS~~G R A S S ~BIT.WALKBIT.WALK~TREES~~GRASS~B-4B-5B-3B-6B-8B-9B-10B-11B-2B-1LT.BOLLT.BOLLPLPLPLPLPLP103.27108.3199.2694.6793.6694.1191.9991.5794.3794.3595.9794.5090.56MTGTMTGTMTGTB-11B-10B-9B-8B-5B-3B-4B-5B-6B7007017021012101310141015101710181019102010211022AABB1A2A3A4A5A3B2B1BC1C2C3C4CNSW E33'-9 1/16"33'-9 1/16"33'-9 1/16"3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "3 3 '-9 1 /1 6 "1PV-0212PV-0213PV-0214 3 M O D U L E S161'-3 "34 MODULES127'-6"C A N O P Y A 6 X 4 3 C A N O P Y B 6 X 2 5CANOPY C6X340 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668OVERALL SITE PLAN - PV ARRAY LAYOUTISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-011PV SYSTEM SIZEPIECE MARK NAME TYPE QTY WATTAGE SYSTEM SIZE (KW DC)PV PANELPV-1 PV PANEL ZNSHINE SOLAR ZXM7-UHLD144 612 585 358.023/32" = 1'-0"1OVERALL SITE PLAN - PV ARRAY LAYOUTSYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED AB63'-1"MIN. CLEAR 13'-6 "MIN. CLEAR 13'-6 "SEE PV-030FOR FOUNDATION DETAILSTYP.PV-3001CMIN. CLEAR 13'-6 "0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668OVERALL SITE SECTIONISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-0201/4" = 1'-0"2OVERALL SITE SECTION 11/4" = 1'-0"3OVERALL SITE SECTION 27 .4 0 °3.00°7 .4 0 °3.00°7 .4 0 °3.00°SYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED 2" MAX.8" MIN.T.O.C.NON-SHRINK GROUT(f'm = 8,000 psi)BASE PLATEPER 1/PV-030NOTE: CONTRACTOR TO PROVIDE DOUBLE NUTS OR OTHER METHOD APPROVED BY EOR TO PREVENT NUTS FROM BACKING OUTNOTES: -GROUNDING AS REQUIRED BY OTHERS-ADDITIONAL GROUNDING AT POWER COLUMN AS REQUIRED BY OTHERS-SEE ELECTRICAL DRAWINGS FOR DETAILS OF GROUNDING, ELECTRICAL CONDUITS & TRENCH LOCATIONSCONDUIT PLACEMENT NOTES:1. SPACE CONDUITS W/ 1" CLEAR MINIMUM OR TIE TOGETHER WITH NO SPACE BETWEEN.2. CLEARANCE BETWEEN CONDUIT AND VERTICAL REBAR = 1" MIN, THIS APPLIES TO THE TOP OF PIER AND WHEN CONDUIT ENTERS THE SIDE OF THE PIER BELOW GRADE.3. CONDUITS MAY BE TIED TO SPIRAL REBAR CAGE.4. DO NOT TIE CONDUITS TO ANCHOR BOLTS.5. CLEARANCE BETWEEN CONDUITS AND ANCHOR BOLTS = 1" MIN.6. CONDUIT SHALL ENTER THE SIDE OF PIER AT 1'-6" MINIMUM BELOW GRADE2" A572 GR. 50 BASE PLATE(4) 1-3/4" DIA. F1554, GR. 105 ANCHOR RODS36" DIA. CONC. FOUNDATION BELOWCOLUMN PER PLAN5 1/4" x 8" HOLE FOR CONDUITS (FILL W/ GROUT IF NOT USED)CL3" CLRELECTRICAL CONDUITS BY OTHERS, 4" DIA. MAX. DETAILS PER ELECTRICAL DRAWINGSCL11"3"3"1'-5"1'-7"2 1/2"2 1/2"2'-0"TYP.0' -2"MAX2"MAX2"#4 SPIRAL REBAR,PITCH PER 3/-(14) - #8 VERTICAL REBAR3/4*t1 3/8"TYP.5 1/4"TYP.0' - 4"0' - 4"0' - 8"LENGTH = 4'-0"10" THREAD10" THREAD1-3/4" DIA. HEAVY HEX NUT1-3/4" DIA. STRUCTURAL WASHER 1-3/4" DIA. STRUCTURAL WASHER(1) 1-3/4" DIA. HEAVY HEX NUT1-3/4" DIA. HEX JAM NUT1-3/4" DIA. ASTM F1554 GR. 105 ANCHOR RODNOTE:CONTRACTOR TO PROVIDE DOUBLE NUTS OR OTHER METHOD AS APPROVED BY EOR TO PREVENT NUTS FROM BACKING OUT24" MAX.3" MIN.FOUNDATION EMBEDMENT DEPTH PER SCHEDULECOLUMN PER PLANS#4 SPIRAL REBAR W/ (3) TURNS AT 1-1/2"#4 SPIRAL REINF. W/ 3" PITCH AROUND ANCHOR BOLTSHEAVY HEX NUT W/ STRUCTURAL WASHER. DISRUPT THREADS TO PREVENT NUTS FROM BACKING OUT2" MAX. TH. HIGH STRENGTH NON-SHRINK GROUTf'c = 5,000 psiAIR-ENTRAINEDCONCRETE PIER(14) #8 VERTICAL REBAR#4 SPIRAL REINF. W/ 9" PITCH OVER REMAINING DEPTHCLT.O. PIERB.O. PIERELEVATION VARIESANCHOR BOLT EMBEDMENT3' - 0" MIN. 2'-6" MIN. - 3'-6" MAX.VARIESGRADECLR.1 1/2"8 7/8"FOUNDATION TYPEFOUNDATION DIAMETERMIN. FOUNDATION EMBEDMENT DEPTHLOCATIONQUANTITYF-13'-0"13'-6"ALL LOCATIONS12STRUCTURAL STEELCOLUMN PER PLANCLELECTRICAL DRAWINGSDIM. PERELECTRICAL CONDUIT BY OTHERST.O. PIERT.O. GRADE(VARIES)2'-6" MIN0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668FOUNDATION DETAILSISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-0306" = 1'-0"5COLUMN BASE DETAILS11 1/2" = 1'-0"1PLAN - FOUNDATION BASE PLATE3" = 1'-0"2TYPICAL ANCHOR BOLT1" = 1'-0"3SECTION - FOUNDATION1 1/2" = 1'-0"6SECTION - CONDUIT DETAIL (REFERENCE ONLY) 2" SYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED 21'-9 1/4"21'-6 11/16"MIN. CLEAR AT DRIVE AISLE13'-6"BOT. OF BASE PLATE TO TOP OF CAP PL.13'-3 1/2"BACBLOCKING PER PLANFOUNDATION PER PLANCROSSBEAM PER PLANPV MODULES PLANCOLUMN PER PLAN3/8" OPEN JOINT BETWEEN PANELS45'-1 5/16"3 1/2"TYP.5'-1 1/8"TYP.2'-5"TYP.5'-1 1/8"3 1/2"PIER 2'-6" TO 3'-3"VARIES14'-2"VARIES17'-4 1/2"VARIES19'-9"VARIES23'-5 1/2"36'-11 7/8"7'-0 3/16"TOP OF PAVING,SLOPE CONDITION VARIES,SEE PV-021ZNSHINE SOLAR ZXM7-UHLD14489.68 in (2278 mm)PV-40012OHAT TAPERPV-4007PV-5001TYPRF-A RAIL FASICA ANGLE37'-6 1/16"3"RF-A RAIL FASICA ANGLE7'-5 11/16"0 1/2" 1"PROJECT TITLEPROJECT ADDRESSSHEET TITLEISSUED SET / REVISIONSORIGINAL SHEET SIZE : 42" x 30"SCALEDWG NO.DESIGNED BY :DRAWN BY: CHECKED BY :APPROVED BY : COPYRIGHTPARASOL STRUCTURES,2026ALL RIGHTS RESERVED.Consulting EngineersKPFF Job # :3131 Camino Del Rio North, Suite 1080San Diego, California 92108(619) 521-8500 Fax (619) 521-8591PROJECT # : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE INTELLECTUAL PROPERTY OF PARASOL STRUCTURES., AUTHORIZED FOR THE SOLE USE OF THE PROJECT LOCATED AT ADDRESS BELOW.AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH PARASOL STRUCTURES. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF PARASOL STRUCTUES.NEW YORK BOSTONWWW.PARASOLSTRUCTURES.COMIF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE260013026002Cape Cod Community College - Solar Carports Phase II2240 Iyannough RoadWest Barnstable, MA 02668CANOPY SECTIONISSUED FOR PERMIT3/18/2026PARASOLSTRUCTURESAKKPFFKPFFPV-3001/2" = 1'-0"1TYP. CANOPY SECTION7 .4 0 °3.00°SYM DESCRIPTIONDATE130% DESIGN SET2/26/26260% DESIGN SET3/5/26390% DESIGN SET3/16/264ISSUED FOR PERMIT3/18/26SHAUNWALTERSSTRUCTURALNO. 59076COMMONWEALTHOFMASSACH U S E TTS P R OFESSIONALENGINEERREGISTERED =;08+/''6HULHV 32:(55$1*( ZZZ]QVKLQHVRODUFRP 0$;,080()),&,(1&< Bifacial Technology Up to 25% additional power gain from back side depending on albedo. Anti PID Ensured PID resistance through the quality control of cell manufacturing process and raw materials. TIER 1 Global,Tier 1 bankable brand,with independently certified advanced automated manufacturing. %%+$/)&(//17\SH723&RQ%LIDFLDO'RXEOH*ODVV 0RQRFU\VWDOOLQH390RGXOH : Excellent Quality Managerment System Warranted reliability and stringent quality assurances well beyond certified requirements. Better Weak Illumination Response More power output in weak light condition, such as haze, cloudy, and early morning. .H\)HDWXUHV Excellent Cells Efficiency SMBB technology reduce the distance between busbars and finger grid line which is benefit to power increase. Adapt To Harsh Outdoor Environment Resistant to harsh environments such as salt, ammonia, sand, high temperature and high humidity environment. 3OHDVHFKHFNWKHYDOLGYHUVLRQRI/LPLWHG3URGXFW:DUUDQW\ZKLFKLV RŃFLDOO\UHOHDVHGE\=16+,1(397(&+&R/WG <($56352'8&7:$55$17< <($56287387*8$5$17(( <($5/<'(*5$'$7,21 16BB )RXQGHG LQ =16KLQH VRODU LV D ZRUOGҴV OHDGLQJ KLJKWHFK 39 PRGXOH PDQXIDFWXUHU:LWK WKH DGYDQFHG SURGXFWLRQ OLQHVWKH FRPSDQ\ ERDVWV PRGXOHFDSDFLW\ RI *: %ORRPEHUJ KDV OLVWHG =16KLQH DV D JOREDO 7LHU 39 PRGXOH PDNHU 7RGD\=QVKLQH KDV GLVWULEXWHG LWV VDOHV WR PRUH WKDQ FRXQWULHV DURXQGWKHJOREH $VWKHUHDUHGLłHUHQWFHUWLŀFDWLRQUHTXLUHPHQWVLQGLłHUHQWPDUNHWVSOHDVHFRQWDFW\RXUORFDO]QVKLQHVDOHVUHSUHVHQWDWLYHIRUWKHVSHFLŀFFHUWLŀ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t$PELHQW7HPSHUDWXUH$0:LQG6SHHGPV (/(&75,&$/&+$5$&7(5,67,&6ᾚ1027 s s s 7(03(5$785(5$7,1*6 1027 7HPSHUDWXUHFRHŃFLHQWRI3PD[ 7HPSHUDWXUHFRHŃFLHQWRI9RF 7HPSHUDWXUHFRHŃFLHQWRI,VF 5HIHU%LIDFLDO)DFWRU :25.,1*&21',7,216 ',0(16,2162)3902'8/( PP ,9&859(62)3902'8/( : 39&859(62)3902'8/( : (/(&75,&$/&+$5$&7(5,67,&6:,7+ɽʀ5($56,'(32:(5*$,1 )URQWSRZHU3PD[: 7RWDOSRZHU3PD[: 9PS9 7RWDO ,PS$ 7RWDO 9RF9 7RWDO ,VF$ 7RWDO (/(&75,&$/&+$5$&7(5,67,&6ᾚ67& 9ROWDJH>9@ 1RPLQDO3RZHU:DWW3PD[ : 0D[LPXP3RZHU9ROWDJH9PS 9 0D[LPXP3RZHU&XUUHQW,PS $ 2SHQ&LUFXLW9ROWDJH9RF 9 6KRUW&LUFXLW&XUUHQW,VF $ 0RGXOH(ŃFLHQF\ &XUUHQW>$@9ROWDJH>9@3RZHU>:@%%+$/)&(//17\SH723&RQ%LIDFLDO'RXEOH*ODVV 0RQRFU\VWDOOLQH390RGXOH 1RWH 6SHFLŀFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH=16+,1(UHVHUYHVWKHULJKWRIŀQDOLQWHUSUHWDWLRQk=16+,1(62/$5ᾚ9HUVLRQ =;08+/''( 1W\SH0RQRFU\VWDOOLQH ҡҢ PP :LWK)UDPH sNJ PPPP+LJK7UDQVPLVVLRQ$5&RDWHG+HDW6WUHQJWKHQHG*ODVV ,3ѬGLRGHV PPtPP 0&(92 3OHDVHUHIHUWRUHJLRQDOGDWDVKHHWIRUVSHFLŀHGFRQQHFWRU 9'& a $ 8SWR3D 0D[LPXPV\VWHPYROWDJH 2SHUDWLQJWHPSHUDWXUH 0D[LPXPVHULHVIXVH )URQW6LGH0D[LPXP6WDWLF/RDGLQJ 5HDU6LGH0D[LPXP6WDWLF/RDGLQJ 8SWR3D 1RVSHFLDOXQGHUWDNLQJRUZDUUDQW\IRUWKHVXLWDELOLW\RIVSHFLDOSXUSRVHRUEHLQJLQVWDOOHGLQH[WUDRUGLQDU\VXUURXQGLQJVLVJUDQWHGXQOHVVDVRWKHUZLVHVSHFLŀFDOO\FRPPLWWHGE\PDQXIDFWXUHULQFRQWUDFWGRFXPHQW %LIDFLDO*DLQ 7KHDGGLWLRQDOJDLQIURPWKHEDFNVLGHFRPSDUHGWRWKHSRZHURIWKHIURQWVLGHDWWKHVWDQGDUGWHVWFRQGLWLRQ ,WGHSHQGVRQPRXQWLQJ VWUXFWXUHKHLJKWWLOWDQJOHHWF DQGDOEHGRRIWKHJURXQG 67& 6WDQGDUG7HVW&RQGLWLRQ ,UUDGLDQFH:Pt0RGXOH7HPSHUDWXUHs$0 7KHGDWDDERYHLVIRUUHIHUHQFHRQO\DQGWKHDFWXDOGDWDLVLQDFFRUGDQFHZLWKWKHSUDWLFDOWHVWLQJ 0HDVXULQJXQFHUWDLQLW\ sDOOWKHHOHFWULFDOFKDUDFWHULVWLFVVXFKDV3RZHU,P9PDQG))DUHZLWKLQsWROHUDQFH &XVWRPL]HGSDFNDJLQJLVDYDLODEOHXSRQUHTXHVW 5HPDUN (OHFWULFDOGDWDLQWKLVFDWDORJGRQRWUHIHUWRDVLQJOHPRGXOHDQGWKH\DUHQRWSDUWRIWKHRłHU 7KH\RQO\VHUYHIRUFRPSDULVRQDPRQJGLłHUHQWPRGXOHW\SHV &DXWLRQ 3OHDVHEHNLQGO\DGYLVHGWKDW39PRGXOHVVKRXOGEHKDQGOHGDQGLQVWDOOHGE\TXDOLŀHGSHRSOHZKRKDYHSURIHVVLRQDOVNLOOV DQGSOHDVHFDUHIXOO\UHDGWKHVDIHW\DQGLQVWDOODWLRQLQVWUXFWLRQVEHIRUHXVLQJRXU39PRGXOHV 5HPDUN 'RQRWFRQQHFW)XVHLQ&RPELQHU%R[ZLWKWZRRUPRUHVWULQJVLQSDUDOOHOFRQQHFWLRQ 0 10 20 30 40 50 600 2 4 6 8 10 12 14 16 Incident Irrad. = 1000 W/m²Cells temp. = 25 ° C Incident Irrad. = 800 W/m² Incident Irrad. = 600 W/m² Incident Irrad. = 400 W/m² Incident Irrad. = 200 W/m² 0 10 20 30 40 50 600 100 200 300 400 500 600 700 Cells temp. = 25 ° C Incident Irrad. = 1000 W/m² Incident Irrad. = 800 W/m² Incident Irrad. = 600 W/m² Incident Irrad. = 400 W/m² Incident Irrad. = 200 W/m² (PDLOѪLQIR#]QVKLQHVRODUFRP7HOѪ $GG =KL[L,QGXVWULDO=RQHѬ-LQWDQ-LDQJVXѬ35&KLQD )URQW9LHZ %DFN9LHZ %DUFRGH 0RXQWLQJKROHV 0RXQWLQJKROHV 'UDLQDJHKROHV *URXQGLQJKROHV *URXQGLQJ LGHQWLILFDWLRQ 5HPDUN FXVWRPL]HGIUDPHFRORUDQGFDEOHOHQJWKDYDLODEOHXSRQUHTXHVW f f ATTN PROP TAX DEPT PO BOX 9161 215027001 MASSACHUSETTS, COMMONWEALTH OF C/O GLOBAL MONTELLO GROUP CORP WALTHAM, MA 02454 Property ID: WEST BARNSTABLE, MA 02668 216074 LEWIS, ELIZABETH M 2085 MAIN ST./RTE 6A Property ID: BOCA RATON, FL 33432 216075002 SANTANIELLO, DANIEL J & MICHELLE 781 COQUINA WAY Property ID: BOCA RATON, FL 33432 216076B00 SANTANIELLO, DANIEL J & MICHELLE 781 COQUINA WAY Property ID: BOCA RATON, FL 33432 216076W00 SANTANIELLO, DANIEL J & MICHELLE 781 COQUINA WAY Property ID: 100 CAMBRIDGE STREET BOSTON, MA 02202 235009 MASSACHUSETTS, COMMONWEALTH OF DEPT OF PUBLIC WORKS Property ID: WEST BARNSTABLE, MA 02668 235016 BARNSTABLE LAND TRUST INC 1540 MAIN STREET Property ID: HYANNIS, MA 02601 236005B00 MASSACHUSETTS, COMMONWEALTH OF 2240 ROUTE 132 Property ID: BOSTON, MA 02202 236005W00 MASSACHUSETTS, COMMONWEALTH OF 100 CAMBRIDGE STREET Property ID: VENICE, FL 34292 236006001 WIRTANEN, ROBERT 19051 BILLFISH AVE Property ID: VENICE, FL 34292 236006002 WIRTANEN, ROBERT F 19051 BILLFISH AVE Property ID: WEST BARNSTABLE, MA 02668 236007 BARTLETT, JOHN 2211 MAIN STREET Property ID: WEST BARNSTABLE, MA 02668 236008 GALLEY WEST LLC 2211 MAIN STREET Property ID: 230 SOUTH STREET HYANNIS, MA 02601 236009 BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION Property ID: WEST BARNSTABLE, MA 02668 236014 PETERS, WILLIAM B & NATALIE M 2159 MAIN STREET Property ID: WORCESTER, MA 01605 237007 MAILMAN, SUSAN 24 HOLDEN STREET Property ID: 89 CAPTAIN CROSBY ROAD CENTERVILLE, MA 02632 237039 DILLON, JOHN J JR TR JOHN J DILLON JR TRUST Property ID: WEST BARNSTABLE, MA 02668 237041 WIRTANEN, EDWARD R 2119 MAIN ST Property ID: COHASSET, MA 02025 237042 BALCK, HEATHER F 11 HIGHLAND AVENUE Property ID: