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Building Permit #1255-2016 - 1600 OSGOOD STREET 5/1/2018
L petm,� BUILDING PERMIT NORTy 0a O� �t�Eo vq'b0 WN OF NORTH ANDOVER _ APPLICATION FOR PLAN EXAMINATION —0 Permit No#: Date Receive �sgA�Ag7EV / 2 Date Issued: IMPORTANT: Applicant must complete all items on this-page LOCATION /,SOD (2s boo p A Z0 Print PROPERTY OWNER aM f7� Lt" / Print100 Year structure yes no MAP PARCEL: 1-7 ZONING DISTRICTZ� Historic District yes o Machine Shop Village yes o' TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition ElTwo or more family Industrial X Alteration No. of units: El Commercial ❑ Repair, replacement ❑Assessory Bldg [I Others: ❑ Demolition ❑ Other --- — - - ❑ Septic El Well El Floodplain ❑Wetlands El Watershed District q Water/Sewer BE PERFORMED: 11 -41 DESCRIPTION OF WORK TO Identification- Please Type or Print Clearly OWNER: Name: Phone: 7S' ,�1 Ste/ Address: Contracto Name: Phone: LfW Email: t-,*rQ 0 A CQ to Address: Supervisor's Construction LicenseirS_ DR-7-1 Exp. Date: _� 17 Home Improvement License: Exp_ Date: Ji ARCHITECT/ENGINEER Phone:: Address: Req-;_No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATEDIC'OSTBASEDYQN$125.00 P R S.F. Total Project Cost: $ FEE: $ Check No.: ., Receipt No.:': NOTE: Person n acting w' nre ' to contractors do not have:access•to.the guaranty fund J Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM Ale-'p y��i k� - PLANNING & DEVELOPMENT Reviewed On fZ311 if Signature_ COMMENTS Co Q P DLLs O?--� W iV E Ls w i\\ too- 2 r r T - CONSERVATION Reviewed on 0 Si nature L- t r � COMMENTSA,UD4. I G HEALTH Reviewed on Zv G Si nature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes r, r• r � 'Planning Board Decision: Comments 4 c Conservation Decision: Comments Wafter& Sewer Connectionisignature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE)DEP,ARa i. --"Temp Dumpster onsite. ,yes r t glof 1124-a'MiStredtr FirefDepai�mentsignafure/date. __. �_.,� w , COMMENTS. __ _ Dimension Number of Stories: Total square feet of floor area, baseckaii]Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service dr6o requires approval of Electrical Inspector Yes No DANCER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— r department use) b'L ❑ Notified for pickup Call Email t - I Date Time Contact Name ------------- Doc.Building Pennit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4. Building Permit Application - - Certified Surveyed Plot Plan 6 Workers Comp Affidavit 4 Photo Copy of H.I.C. And C.S.L. Licenses , Copy Of Contract- Floor/Cross ontractFloor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (if Applicable) :ae Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ;aF Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit ;rE Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code 4. Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe:Building Permit Revised 2014 Location No. Date • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ _ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ t Check# , • Building Inspector �-F-/PIO)eocti s Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 275757000.00 m $ - $ 30,900.00 Plumbing Fee $ 3,862.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 3,862.50 Total fees collected $ 38,725.00 1600 Osgood Street 1255-2016 on 5/7/16 Solar Panel Install 3463 Modules 1.2 MW NORTH own o ndover O 0 h ver, Mass, O/ coc«ic"awic� 1' tor N^TED U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System ` do a".0THIS CERTIFIES THAT ...../. ............... ,,,,,,,,,,,, ,,,,,, BUILDING INSPECTOR ........ ........ ...... has permission to erect .......................... buildings on .'. ... Q� � Foundation . IftRough to be occupied as .�.4.... .��. .. ...ej� .....JAee.-x?xor1.e..... �At r Chimney provided that the person accepting this permit shall in eery respect conform to the terms of the applica Ion Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION TARTS Rough Service .............. ...... .. . .................... Final BUILDING INSPECTOR l GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8u'edition of the .•'' Massachusetts State Building Code,780 CMR, Section 107.6.2 Project Title:Roof Mounted PV Arrays Date:5/27/2016 Property Address: 1600 Osgood Street,North Andover,MA 01845 Project: Check(x)one or both as applicable: (X)New construction (X)Existing Construction Project description: Installation of ballasted PV arrays on the existing flat roofs I,Colin J.Gallagher,MA Registration Number:39114 Expiration date:06/30/2014 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': ( )Entire Project ( ) Architectural (X) Structural ( ) Mechanical ( )Fire Protection O Electrical ( ) Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. �ZOFN H �s m Enter the space then�t a wet or _ �,� s P electronic signature and seal: o CpUN J. yGN c GALLAGHER C.1 CML N No.39114 Phone number: (978)774-1884 Ext 102 Email: cjgallagher@bmcengineers.com A�'o� FQIs ��� s HAL Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Schedule of Values 0.4 Vendor Work Description Rooftop 2.4MW Meridian Associates Civil Engineering BMC Engineering Structural Engineering NeoVirtus Engineering Solar Electrical Engineering Vanderweil Engineering Substation Engineering TBD Mechanical Engineering(HVAC) Smith and Wessel Asbestos Testing Hyundai Solar Modules $ 1,464,000 PanelClaw Mounting System $ 259,200 Solar Edge Inverters $ 259,200 Ballast Block TBD Ballast Block $ 24,000 Other Electrical Direct Transformers and Switchgear $ 40,000 Tecta Roofing Roofing and logistics $ 1,511,810 Tecta Roofing Misc Roofing items $ 50,000 Busby Construction Demo, site work, paving TBD Stormwater WCUs Busby Construction Fence Busby Construction NETTS Partition Northeast Remediation Asbestos Removal Mechanical Rooftop Rooftop Equipment Move $ 100,000 Rooftop Demo Rooftop Equipment Demo $ 50,000 Platinum Services-Tecta Low voltage eletrical work-Roof $ 960,000 Other Electrical Services Low voltage eletrical work-Ground 3C Electrical High voltage electrical work $ 576,000 MISC $ 40,000 ToNA Permit Fees Permit Fees National Grid Fees Interconnection Upgrade 20000 Total $ 5,354,210 8 7 6 5 NiF 4 1 3 2 1 1 SITE DESIGN CRITERIA POLAR BEAR FR GEN 11110' BUILDING CODE ASCE 7-05 PROJECT DETAIL OCCUPANCY CATEGORY II MODULE TYPE Jinko JKM305P-72 ROOLEARAN E(TYP)CTION WIND SPEED(MPH) 110 MODULE DIMENSIONS(IN.) 39.06 X 77.01 X 1.57 D W/4'CLEARANCE(TYP) � 22 WIND EXPOSURE CATEGORY B NUMBER OF MODULES 5078 D 23 21 GROUND SNOW(PSF) 55 MODULE WATTAGE(W STC) 305 SEISMIC DESIGN CATEGORY C SYSTEM SIZE(KW STC) 1548.8 ARRAY It(TYP) SYSTEM WEIGHT(LB) 674970 24 20 SYSTEM AREA(SQ FT.) 165275 6'ROOF OFFSET(TYP). oa NUMBER OF ARRAYS 24 ARRAY TILT(DEG) 11.9 19 GENERAL NOTES: PROJECT PART QUANTITIES 1. ALL SITE,PROJECT,AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER REM PART NUMBER QTY OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION PROVIDED p BY CUSTOMER.PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES NORTH SUPPORT 500018401 872 0 o THAT COULD LEAD TO CHANGES TO THESE DRAWING DETAILS AND ARRAYOEC r,—,NOW11,3a ,Pea ° 2 1 18 LAYOUT CONFIGURATIONS.ALL INFORMATION CONTAINED WITHIN THESE Ass 1 DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER. STAANN DARD SUPPORT 500018301 9284 ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS,CONTAINED A551'•SPRI.STD ROW,l00EG,P. C °o INFORMATION,OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS SOUTH SUPPORT 5000185 872 C MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES Ess.,svRr,sourR.Pea FOR APPROVAL. 3 4 5 1 -2.REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION CLAW 200045006 20312 o a 17 MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS.NOT e,ve3 FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN LONG BALLAST TRAY•SHARED 200042003 DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT WARRANTY. 4706 00 3. ARRAY SETBACKS:ALL ARRAYS ARE REQUIRED TO BE SETBACK 3-FEET FROM eAwsrTw.r,LONG.Gsosr,eoL1,PB3— ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND CALLED OUT ON THE LONG BALLAST TRAY-SINGLE 200042003 70 0 C3 0 16 ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST eau,Pe31O0 PAGES, a.uAsr rw.r,10NG.G3Osr, b 7 8 4.REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING SHORT BALLAST TRAY 200042103 1514 ❑ ❑ REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION. eAUA TF-,sFaRr,G9osr,3su,Pe310D a O S. SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, HARDWARE-CLAW 50001580 zo9 0 15 MECHANICAL ATTACHMENTS(IF APPLICABLE),PV MODULE AND BALLAST BLOCKS. REx,FIG,SERR,1/am x 1.75-s/15-1e x 0.5t,304ss DOD/EAGN eO1r A 1——E) 6.NOT FOR CONSTRUCTION.FOR PLANNING PURPOSES ONLY. BOLT KIT-BALLAST TRAY 5000159 49 HEI,FLG,SERB,1/4.N1 x054 30455I- B ° 9 ° 10 11, I 14 NUT KFTR BALLAST TRAM 5000189 206 B o MECHANICAL ATTACHMENT TBD 353 D �`� ( d ; omG PowF�Nv nus CONCRETE MASONRY UNIT 32.6 9310 0 0BIDCK,00-1re 3l.c Les 4•x a-x16 NOM-1,—NERRIPPLIED – D 0 1z a14/W. N Pane®® TPANELQAW,INC. A n 600 OOO ST SUnF 30E3 A BUILDING OUTLINE(TYP) i 8�•No AN M R,MAoA m5 ® M[vu[oroA w wwx.Wn<klaw seam ARRAY SITE MAP PowEHowNeRs SCALE:NTS AERIAL PHOTO/SITE DIAGRAM 167" oSGOODSOUIR 1600 OSGOOD ST NORTH ANDOVER MA O1145 NT5 0 B 1 OF 0 8 7 6 5 4 3 2p 1 8 1 7 1 6 5 11F 4 1 3 2 1 TYPICAL BALLAST QUANTITY TYPICAL BALLAST INSTALLATION TYPICAL BALLAST INSTALLATION TYPICAL BALLAST INSTALLATION CROSS SECTION VIEW MAP CONFIGURATIONS ON WEST ARRAY EDGE ON EAST ARRAY EDGE AT ALL ARRAY LOCATIONS 1 NORTH SUPPORT(TYP) D � BALLAST TRAY(TVP) D --- ---------- ---i r--- ---------- ---1 I___•______—_—_ __—i BALLAST TRAY(TYP) 1 UNDER I I 1 1 I I MODULE BALLASTI 1 I 1 MODULE.(TYP) TRAY(TYP) I 1 I 1 1 I I. I I 1 1 L---L TYPICAL BALLAST QUANTITY TYPICAL BALLAST INSTALLATION MAP CONFIGURATIONS AT ALL ARRAY LOCATION SHORT TRAY AT ENDS OF MODULE ROWS C LONG TRAY SPANNING TSMODULE %% C AND FOR A SINGLE r-- ---------- ---T 1 I BALLASTTRAY 2 1 1 I 1 I 1 I CLAW L___ __________ ___J 3 NORTH STANDARD SOUTH —_---_--- — SUPPORT SUPPORT AUPPnRT B 1 I 3 I I I 1 1 1 1 I I I I L--- ---------- ---J 4 NORTH SUPPORT NORTH SUPPORT STANDARDSUPPORT STANDARD SUPPORT SOUTH SUPPORT DOUBLE CAPACITY STANDARD SPACING OPTIONAL REDUCED ROW SPACING r--- ---------- ---T COMPONENT IDENTIFICATIONS I 1 4 eAlun urolrt RK :ui.M/M I I SCALE:NTS �L Ma x« 'INC.AWDn A ■ I N pane ®®� aaoTM PANEIC aA �\ oSGaoo L wfr'IN claw o xxowaR.MRw I FAR:sTa.sm.a�Ra L--- 1--il POWEROWNERS 167' MOOD SOLAR ® 16000IGOOD ST NORTH ANDOVER MA 01845 NTS O 0 ]OF 0 8 1 7 1 6 5 4 3 1 2p 1 8 7 6 5 4 3 2 1 ARRAY DIMENSIONS UNITS mm IN PL 1956 77.01 PW 992 39.06 PT 40 1.57 D PH 942 37.09 D PL A 1981 78.01 8 1526 60.09 C 352 13.85 D 556 21.88 E 357 14.06 F 968 38.11 PH G 153 6.03 H 947 37.30 1 204 8.04 K 84 3.30 L 1121 44.15 M 971 38.22 Q 860 33.86 R 548 21.57 C q S 579 72-80 C o T 199 .84 W 263 10.30.3 5 D DEG) 11.9 11.9 ( D:l 1x:11 2.72 2.72 L MODULE BACK VIEW SCALE:NTS B A q M UN B CENTER R { ARRAY TOP VIEW SCALE:NTS 8 ON CENTER D PW _ T W F-CLAW o iusr wra os9cxivnorr v H°a °m�iaa A 1 HOLES O.C. R. IT N panel N.N. ANDE rCAh,INC.E N �.PT w aw" 6iANDOVER,`'° °ie9 aeo°s //��\ V nv:918 fi88.5100 I-- C f s H -- \V/. POWEROWNERS 167' OSGOODSOLAR ARRAY CROSS SECTION 16OD0005GOST NORTH ANDOVER MA 01845 SCALE:NTS NTS o e 1ov4 8 7 6 5 4 3 2p. 1 8 7 6 5 4 3 2 1 LONG LONG TRAY SYSTEM WEIGHT APPLIED TOTAL ROOF PARAPET ROOF ROOF #MIDDLE #NORTH #SOUTH TRAY SINGLE SHORT WITHOUT BALLAST WEIGHT HEIGHT HEIGHT TILT BUILD ARRAY# #MODULES SUPPORTS SUPPORTS SUPPORTS SHARED MODULE TRAY MA AREA(SQFT) BALLAST BALLAST(LBS) WEIGHT(LBS) (LBS) PSF (FT) (FT) (DEG) TYPE 1 134 218 50 50 126 6 54 14 4360 196 9953 6390 16343 3.75 45 3 0 Asphalt 2 80 130 30 30 78 3 28 13 2603 116 5958 3782 9739 3.74 45 3 0 Asphalt 3 487 906 68 68 460 0 122 37 15851 733 35539 23896 59435 3.75 45 3 0 Asphalt 4 196 358 34 34 175 3 70 17 6379 1 292 14340 9519 23859 3.74 45 3 0 Asphalt 5 161 310 12 12 135 1 62 12 5241 1 243 11687 7922 19609 3.74 45 3 0 Asphalt 6 493 928 58 58 458 0 128 38 16047 740 35920 24124 60044 3.74 45 3 0 Asphalt 7 206 370 42 42 195 5 92 20 6705 302 15281 9845 25126 3.75 45 3 0 Asphalt 8 9S 180 30 10 71 6 46 13 3092 142 6927 4629 11556 3.74 45 3 0 Asphalt 9 486 904 68 68 462 4 108 37 15818 731 35471 23831 59301 3.75 45 3 0 Asphalt 10 195 334 56 56 183 1 78 18 6346 287 14387 9356 23743 3.74 45 .3 0 Asphalt 11 130 234 26 26 104 8 62 10 4231 192 9522 6259 15781 3.73 45 3 0 Asphalt C 12 311 588 34 34 300 0 56 0 10123 807 22579 26308 48888 4.83 45 3 0 Asphalt C 13 235 430 40 40 228 2 50 0 7649 649 17137 21157 38294 5.01 45 3 0 Asphalt 14 217 400 34 34 205 2 54 0 7063 618 15806 20147 35953 5.09 45 3 0 Asphalt 15 110 196 24 24107 1 28 0 3580 351 8049 11443 19491 5.44 45 3 0 Asphalt 16 234 430 38 38 226 4 46 0 7616 653 17055 21288 38343 5.03 45 3 0 Asphalt 17 227 428 26 26 220 0 40 0 7389 605 16487 19723 36210 4.90 45 3 0 Asphalt 18 266 492 40 40 248 2 72 0 8658 765 19365 24939 44304 5.12 45 3 0 Asphalt 19 127 234 20 20 122 1 1 28 0 4134 386 9252 12584 21836 5.28 45 3 0 Asphalt 20 226 404 48 48 210 1 78 36 7355 166 16632 5412 22044 3.00 45 3 0 Asphalt 21 253 444 62 62 237 6 82 40 8234 1 185 18664 6031 24695 3.00 45 3 0 Asphalt 22 38 58 18 1 18 25 11 22 19 1236 25 2886 815 1 3701 2.99 45 3 0 Asphalt B 23 134 240 28 28 106 3 78 22 4361 99 9853 3227 13081 3.00 45 3 0 Asphalt B 24 37 68 6 6 1 25 0 30 7 1204 27 2712 880 3592 2.98 45 3 0 Asphalt BALLAST TRAY LEGEND Ei Tnav naowsokr SHORTTRAY LONG TRAY SPANNING LONG TRAY SPANNING AT END OF ROWS TWO MODULES I SINGLE MODULE o euun^ur/our m /a/a 0-014 1 A ,V Affff. " CGANELQINC.3 A S 60�o 6� Tp6M ppz ® wuxnru all N(L 9M.6BB.1900 6603300 panekbw.rom POWEROWNERS 167' OSGOOD SOLAR ° 160005GO5T NORTH AND 'OVER,MA 01 2 N40F845 8 � S OD 0 4 Z,m, 1 Polar Bear III 5 Degree Flat Roof Mounting System BEST GROUND COVERAGE RATIO ry ' Maximize Power Density The spacing between rows of modules is a critical design decision when it comes to system production. Polar Bear® III offers multiple row-spacing options to optimize designs and maximize power density.The new Five Degree system inherits roof protection and accelerated construction features from the existing Polar Bear III platform and provides the best ground coverage ratio on the market. Drawing p on experience from 500 MW ofN' 1jM _1 I installed solar PV on commercial rooftops, PanelClaw continues to drive down total installed cost. pane sis panelclaw.com C aw Polar Bear III pane /// 5 Degree Flat Roof Mounting System Caw Applications BEST GROUND COVERAGE RATIO Flat roof(max slope 5°) Fully ballasted or a mechanically attached .� Module Tilt Angle 3 Y nominal Module Orientation j Landscape Module Attachment r r' Standard module mounting holes 2:1 3:1 Basic Wind Speed Shade Ratio Shade Ratio Up to 150 mph (>150 mph by Best Power Density Three Components approval) Polar Bear® III offers the best ground Support Wind Exposure coverage ratio on the market. The tight- . Universal, light-weight component Category row spacing option allows for maximum for quick and easy roof placement B and C(D by approval) roof capacity while the single module tilt . Integrated recycled rubber roof Seismic up and walkway path facilitate system protection pads Compatibility maintenance. • Pre-drilled holes for wire C, D, Eand F Most Trusted on the Roof management cabling options The engineered design emphasizes built- • Two row-spacing options to optimize Row Spacing in features to provide long-term roof ground coverage ratio 6.8"(2:1), 10.2" (3:1) Material Options protection: Ballast Tray G90 steel and • Mechanically secured rubber roof pads • Locking end-tab to fully capture aluminum • Fully captured ballast blocks ballast blocks • Thermal compensation . Adjustable mounting location to fit all Warranty,Testing • System allows free water flow major module brands and Certifications Timesaving Project Accessories • Nested design to provide high 25 year warranty Speed up total project completion with packaging density UL 2703 certification accessories for wire management, micro- Boundary layer wind inverter and solar optimizer attachment Claw • Attachment to module using tunnel testing and shim pads to accommodate uneven g areas of the roof. standard module mounting holes Third-party • UL 2703 certified for electrical bonding engineering review and grounding System Fire Rating Class A with Type 1 (978) 688.4900 1 sales@panelclaw.com NNE Made in USA and Type 2 modules ©2015 PanelClaw, Inc. NErPGPED OSGOOD SOLAR PV 5a FOIE YWNIFD GANG METER FRONDED 8Y PRDPosm LOCATION FOR oroao OPETUTED LOUD eTrFAK NE1a POUF MDLNTEn UTIITY PCC POLE MOUNTm amOLRR SOLAR w INTERCONNECTION SWITCH PROIIOED w RECI�MPMmIIOED I GSW�apER jm LOA' '�FNf EXTEND 23KY J-RM4 FEEDER EXTEND xJNV J-PINSE r®p2 EXTEND zJKv J-PIUSE fEIDpt 47.'0.3-N 71'07'05'W UR31Y SWITCH!FOIE LRISEROAD UNDERGROUND TO OSGOOD,SOIM UNDERGROUND TO OSGOOD SOLAR UNDERGROUND TO OSOOO SOLAR NEN CONNECTION TDM I — w 5m SITE - w x SIZE w x 511E nID0)0(-X000(AT SERVICE E---�- --.----, EXTET45DN NEXT TO ^� E)OSRIG NORIO NG 25w, I3IRDFRGIDIND _- 123W CRTOSERVING IDD 0500011, �'ooIFm F E , OSGOOD SOLAROMWOSGOOD OSGOOD wxsSrETPV SbS ARRESTOR 000 PAOIDUMT SWTOxEAR A-4+—A OLAR PV 5C SODA, -LOAD- OMAEOCONDUIT&VVIRSCHEDULE � 25D. WI,NN Yv-]I��tDI aJPgt RSA'• a�MlT On-] I t(�,7LLt�i KOAY a ' NDfYI 9P-] P]U�apMK(�nit�eL.r m O.DESCRIPTION CONDUCTORS CONDUIT �� I A PRI MARY SERVICE 3,D O AL UCKETED UG EPR PRINARY INSTRIBURON CABLE PwC rr T-T-T- yY YKVW MEHKIPIER 25Nv.12.5XA ��yy� I 'T"7117 YY B INVERTEROUTPU CIRCUIT 3,300 MCM THMNL2 AL;4 SETS 4'wC(4) -- C GFREMOTETRIPSIGNAL 2,915T—NITWaSTEDPAIR5F12GND WwG p IPOTSUNE 2 PAIR TELEPHONE AERIAL CABLE w NIESSANGER NIA L------ IR --- 00 - --" M 1 I �—A �- ' I i I �DC �AC-� i DEVICE LEGEND I � I I I T 1 i B I I 1T_J 27 UNDERVOLTAGE INVERTER ' S9 OVERVOLTAGE SNA SUNOIY CHNIRALI]30015 150g1VA PAp10UNT 1 1 UA.17a1/IE.EE 1547 USTm TRANSEDR]IER 23'N-xzY I I Motu OVER/UNDER FREQUENCY NONND YWYE SEC ND 1 I 50/51 INSTANTANEOUS/TIME lM(iD11110E0 WYE SE!WN]ONYY 1 I 1 I �—A GROUNDOENTR 1' p I I J 59N GROUND OVERVOLTAGE DC AC --T -- ' OSGOOD SOLAR PV 5a System Specifications CO'IeNFA eoz NAI N1Ep1AlED FUSES T B ( 1 —C ISA PEA 5A5NG SR✓DNG LEVEL AI'C FAULT INYFRTo' 2 i PROTECTION RAPD SMIDWMTN TYPICAL -A SUNNY CENTRAL)500-U5 1 I ac B PER wLERTEx UL 1741/IEEE 1547 LISTED ' PV Modules JA JAPE 72-300/3BB 30OW BBITEK RECOMNN i-GUMp GROUND IL I I j l TYPIGL OF3 FAIRT OEIEC110 L___L___________________J 1 T]TNCAL CHF Two I I Suing Length 18 Module per String ,A I DC Rating at STC 2.4516MW TRANSFORMER 2JNV-270/ i I NOMVUL IMPEDANCE" ' 2 x SMA SUNNY CENTRAL 750CP-US&1 x UNGROUNDED,WYE SECONDARY I Inverters _ I I 500CP-US ®r+ ACJ Y� --J AC Rating 2MW ll�J I I I I IN TEA J SMA SUNNY CEN111A1 500rF-IIS UL—/IEEE 1547 USTED f ]\ I-GWTD GROUND IL-------------------------L------------------------- TYPKAL OF TWO N a' �lCTR1CNN ems' `jr AL OSGOOD SOLAR,LLC oWam THIS DRAWING IS THE PROPERTY OF NEO VIRTUS ENGINEERING INC., DWG NO. OWE Dna RODUCEDEXCLUSIVELYFOROSGOODSOLAR,LLCANDMUSTNOT OSGOOD PV 5a - - - BE USED,COPIED,OR REPRODUCED WITHOUT THEIR EXPRESSED VEt�u� CONSENT.000PYRIGHT NEO VIRTUS ENGINEERING,INC.,2015. r_A 1600 OSGOOD STREET slzE DWG NAME C I NORTH ANDOVER,MA 01845 - Engineering,tnc. B OSGOOD SOLAR PV5 SYSTEM 1 oscoDD souR wsroR vnuly slDMssroN ssmu re MH LITTLETON,MASSACHUSETTS SYSTEM OWNER:OSGOOD SOLAR,LLC o oscooD sauR wsroR REYIEw bll-mu .re MH SCALE NONE DATE 8.11-2015 Town of North Andover "ZONING BOARD OF APPEALS Ube!t V.:Alauzi M,Esquire,Ch-.;iituan ^ Hie"P.8ICJ N:;e, `ice-Chair °�.rani Jsoeh.Jr.,fc.squire NoRTft t , f �:6a;s(:e;srin y°3 9 Zli'j SEP —s P(� + t i•i 2' vJ r:, uciate Alembcrs � � ?a$tzeToK n Clerl t int �s n�- i)c:e} Varh:aa��'tinrcich syq�..o Akxan&ia;L Jacobs,Esquire AC HU ESI•¢ 14 617 F s 8O 010241 tJ 5--U4-2016 a'`l 12 = '295 OSGOOD SOLAR,LLC ) This is to caertify that twenty(20)days AGGREIVED PARTY ) have elapsed from date of decision,filed aJithW filing of an appealDate .,. V Joyce A.Sradshaw Town Clark NORTH ANDOVER BUILDING INSPECTOR ) DECISION PETITION 2015-003 I. INTRODUCTION: The North Andover Zoning Board of Appeals hereinafter("Board") finds in favor,of Osgood Solar LLC,hereinafter the("Aggrieved Party")as to five(5)requests for findings by and for Osgood Solar, LLC and overturns the Building Inspector's Determination dated on or about March 24,2015 with respect to a proposed Solar Photovolic System as filed before the Planning Board pursuant to the North Andover Zoning Bylaw and MGL Ch.40A and or MGL Ch 40R. Forthwith,the Building Inspector shall comport previous determinations made on or about March 24, 2015 with this Decision and its findings contained herein;the Beard fitrrher instntcts the Building Inspector to reasonably inform the Planning Board also known as the Plan Approvai Authority hereinafter("PPA")pursuant to section 17 of the North Andover Zoning Bylaw, of the MGL Ch 40A time standards for Plan Approval,with respect to the Aggrieved Party's Plan Approval Process as stated within section 17 of the Osgood Overlay Smart Growth Distdct also known as Osgod of the Zoning Bylaw and used interchangeably herein. The North Andover Board of Appeal's authority is pursuant to MGL Ch 40A and the North Andover Zoning Bylaw, and all applicable legal authority thereto. II. PROCEDURAL HISTORY: a The North Andover Board of Appeals held public hearings at the Town Hall, 120 Mein Street, North Andover, MA on Monday June 28,2015 and Tuesday August 25, 2015 at 7:30 M with respect to the Aggrieved Party's application of Osgood Solar, LLC for the propertyIocAated at e C 1600 Osgood +tr.et(?vtap 34 Parcel 17), located within the Business Opportunity Zone of the Osgood Smart (?wwth Overlay Zoning District also known as"Osgod"pursuant to sectiou. 17 of the Zoning Bylaw and also located within the underlying Industrial 2 Zoning District,Nort', Town of North Andover ZONING BOARD OF APPEALS .Albert P.Manzi 111.Esquire,Chairman Ellen P.;McIntyre,Vice-Chair 1).Patti Koch Jr.,Esquire t poRT,f q Doug Ludgin �o '" n -Alan 0 Cnscia O _ 73 -associate Mernbers * _ Deney Morganthal Vathan Weinreich Alexandria A.Jacobs, Esquire SSACHUSE� Andover, MA 01845. Legal notices were sent to all the certified abutters provided by the Town of North Andover Assessor's Office, and were published in the Eagle-Tribune, a newspaper of general circulation in the Town of North Andover, June 9, and June 16th 2015. The public hearing opened on June 28, 2015 and closed on August 25,2015. The Board notes no abutters were present to be heard at the public hearing(s). Voting in favor of the Aggrieved Party's five (5) findings were: Albert P. Manzi III, Esquire,Allan Cuscia, Doug Ludgin,Nathan Weinreich. Voting against: D. Paul Koch Jr., Esquire. Present but not voting: Alexandria A. Jacobs, Esquire (Associate) III. BACKGROUND: The Aggrieved Party proposes to construct a Solar Photovoltaic System within the borders of its 169 acre+/-property within the Business Opportunity Zone of the Osgod Overlay District pursuant MGL ch 40R with respect to section 17 of the North Andover Zoning Bylaw know as "Osgod",the purpose of which is to"encourage smart growth in accordance with the purposes of G.L. ch 40R" as enumerated in section 17.1 of the Zoning Bylaw as adopted at the 2007 Town Meeting. The proposed Solar Photovoltaic System is also located within the underlying Industrial 2 Zoning District. The property is also located within the underlying Industrial 2 Zoning District that is regulated pursuant to section 4.133-1 lb of the North Andover Zoning Bylaw.At the 2010 Town Meeting a zoning change was adopted to include the use of solar and alternative energy uses on properties within the Industrial 2 District with respect to parcels being twenty (25) or more acres or 10 or more acres pursuant to a Special Permit by the Special Permit Granting Authority. The record evidence suggests that the Aggrieved Party's property is the only property in town known to the Board that comports with the aforementioned 2010 Town Meeting zoning change limiting solar and alternative energy uses to the Industrial 2 District both as to use and to dimensional size. The 169+/- acre property is located on the Northwesterly section of Town bordering Haverhill, boarded by route 125, interstate 495, with the MBTA Haverhill line crossing in proximity but with no train stop. The property's main structure is approximately 2 Million square feet with various adjacent structures. The main structure houses various tenants including the North. Andover Community Development Office which in turn houses,the Planning, Building, Conservation, Health, and Zoning Departments for the Town of North Andover. Historically,the property formerly housed the former giant Western Electric Company and subsequent AT&T/Lucent Companies, and the property has housed industrial and commercial that served three Page 2 of 11 PETITIQN:2015-003 Town of North Andover ZONING BOARD OF APPEALS Albcrt P. Manzi Ill.Esquire,Chairman Ellen P.. lelntvre.Vice-Chair D.Paul Koch.lr-,Esquire raORTH q Doug Ludgin ��0""'to '. ry0 Allan C:uscia o M Associate Members Deney tilorganthal o o y .Nathan Weinreich �.y oq,r o.r., Alexandria A.Jacobs,Esquire S'aCH uSE_ working shifts while under prior ownership. The property has been under new ownership since on or about 2007 and has been leased and fitted for tenants as part of a redevelopment plan. IV.APPLICATION TO THE PLANNING BOARD AKA PLAN APPROVAL AUTHORITY: On or about March 2015 the Aggrieved Parry submitted a Solar Photovoltaic System plan to the Planning Board a/k/a The Plan Approval Authority("PPA")pursuant to and in accordance with Section 17 of the Osgood Overlay District of the Zoning Bylaw(Osgod) for the purpose of Plan Approval (which is akin to site plan approval) as an exempted and allowed use pursuant to MGL ch. 40A sec 3, and not for the purposes of the issuance of a Special Permit approval, which contemplates a higher standard of review for non exempt uses,but is notably allowed by Special Permit pursuant to section 4.133-1 lb. The Aggrieved Party proposed to the PPA to construct a 6 megawatt rooftop and parking canopy mounted Solar Photovoltaic System. The proposed system is to consist of 19,500 Solar Modules; approximately 5,500 rooftop mounted solar modules and approximately 14,000 modules mounted on structures approximately 39 feet wide comprised of approximately 21 rows,ranging between 150-630 feet long by right as an exempted use pursuant to MGL Ch. 40A sec 3. The PPA sought a determination of the Building Inspector who made findings, relied upon by the PPA, as to the proposed project with respect to use, site,manufacturing, and the choice of zoning by and between the 40R overlay district and the underlying zoning pursuant to MGL ch. 40A as articulated in a letter to the Planning Board dated on or about March 24, 2015. V. EVIDENCE SUBMITED: Prior to the close of the Public Hearing, the Board takes note of the oral arguments presented at the public hearing and documentary evidence thereto for consideration as listed in Exhibit "A" attached hereto and incorporated by reference herein and takes notice of Massachusetts General Law and applicable legal authorities. VI. DISCUSSION: a. DEVELOPER'S ZONING ELECTION: Section 17.2 Definitions of the Osgod Smart Growth Overlay zoning district sets forth forty-five (45) defined terms to be used in accordance with the application of section 17 as noted therein, "For the purposes of this Section 17.0,the following definitions shall apply." See Section 17.2 North Andover Zoning_Bylaw Page 2. The Framers of section 17 of the Zoning Bylaw chose to use the term"shall"with respect to the Definitions thereby imposing a duty upon the PETITION:2015-003 Page 3 of I I I Town of North Andover ZONING BOARD OF APPEALS Albert F. Manzi III.Esquire,Chairman Ellen P.i19clntyre,b"ice-Chair U.Patti Koch.l c.Esquire f Dou-l,ud-in �2° � K .'`,�Eo4ORT`++aAV0 .Allan Cuscia - O � Associate:Members ti IDenev AEorganthal Nathan Weinreich �y '+,r.o•*"'4�� Alexandria A.Jacobs,Esquire SsaeMus,-t Definition's application and/or interpretation as to the meaning of a particular term within the forty-five defined terms. Pursuant to section 17.3.2 "The OSGOD is an overlay district superimposed on all underlying zoning districts. As required by the Enabling Laws, the regulations for use, dimension, and all other provisions of the Zoning Bylaw governing the underlying zoning district(s) shall remain in full force, except for those sites undergoing development pursuant to this Section 17. Within the boundaries of the OSGOD, a developer may elect to either develop a site in accordance with the requirements of this Section 17, or to develop a site in accordance with the requirements of the regulations for use,dimension and all other provisions of the Zoning Bylaw governing the underlying zoning district(s)."' As stated therein, the Osgod overlay zoning is superimposed over the underlying zoning and the underlying zoning remains in full force and effect,and the developer: "may elect to either develop a site in accordance with the requirements of this Section 17, or to develop a site in accordance with the requirements of the regulations for use, dimension and all other provisions of the Zoning Bylaw governing the underlying zoning district(s)"2 The use of the word "mayi3 as oppose to "shalli4 with respect to a developer(s) election contained within section 17.1.2 is express so as not to impose an unreasonable "duty" upon the developer to make an express election with respect to the overlay district or the underlying zoning district in contemplation of a"site". Had the framers of sectionl7 intended for a developer(s) zoning district preference election to be final and/or irrevocable,the Zoning Bylaw or defined terms therein would have expressly stated so, or the term"site"would have been defined within section 17.2 Definitions. The Board finds "site" is not defined by section 17 for the purposes of the Osgood Smart Growth Overlay District or the Zoning Bylaw. Due to the nature and purpose of the Smart Growth Overlay District in contemplation of the underlying zoning which remains in full force and effect, it is reasonable to conclude the framers of the Zoning Bylaw intended for a flexible permitting scheme within the context of the statutory 40R overlay zoning and did not intend to impose an unreasonable duty of zoning selection upon I Section 17.3.2 North Andover Zoning Bylaw. 2 Section 17.3.2 North Andover Zoning Bylaw 3 may,vb, 1. Is permitted to-Black's Law Dictionary 7h Edition Bryan A. Garner Editor in Chief 4 shall,vb. 1.Has a duty to;more broadly,is required to—Black's Law Dictionary 7t'Edition Bryan A. Garner Editor in Chief PETITION:2015-003 Page 4 of 11 Town of North Andover ZONING BOARD OF APPEALS Albert P.Manzi Ill.Esquire.Chairman Ellen P.Nclntvre.Vice-Chair I).Paul Koch Jr..Esquiret4ORTk 1 Dou,Ludgin 3?0*1"90 ;a, ti0L Allan Cusscia s Associate:Members Denev!41oraaathal Nathan Weinreich �y OtlA4TI0."'-A5 Alexandria A.Jacobs,Esquire SSACHUSk� a developer thereby irrevocably binding a developer as to their final selection. The framers chose the phrase "may elect" as opposed to "shall elect"within section 17.3.2. The Board finds that"site"remains undefined within section 17.2 Definitions. The Board fiends and no creditable supportive evidence and or legal authority was submitted by the Building Inspector and or Community Development Director to support the Building Inspector's determination of March 24, 2015. The Board now relies on the definition of"site" as defined by Black's Law Dictionary 7`h Edition Bryan A. Garner Editor in Chief whereby"site"is define as: "1. A place or location; esp.,a piece of property set aside for a specific use" . The Board is not persuaded by the position put forth by the Building Inspector and or Community Development Director that pursuant to section 17 a developer(s) is effectively irrevocably bound by a single zoning district selection in contemplation of a"site"for a building permit; The Board finds no creditable supportive evidence, or legal authority was submitted on record to support that position. The Board finds the evidence, or lack thereof, suggests that the PPA did not comport with the procedures set forth within section 17.13.2 Circulation to Other Boards, with respect to a single permitting under sect 17 by the developer as to the Act Theater application. The Board does not credit the unsupported argument presented by the Community Development Director in favor of the denial of an exempted use protected by MGL Ch 40A sec 3 and or the definition of Manufacturing as to Solar use.No evidence was submitted in support of reasonable regulation as to Solar by and for the Health Safety and Welfare of the Town within the Zoning Byalaw justifying the Building Inspector's finding. The Board credits, MGL Ch. 40A sec 9b, and MGL Ch. 184 sec 23C along with MGL Ch. 25A sec 3 and 10 with respect to Solar use and or Manufacturing. The Board credits the Aggrieved Party's persuasive argument that for the purposes of Section 17 of the Zoning Bylaw with respect to Overlay District applications for permits, a"site"(a term that is undefined by the Zoning Bylaw)is not defined to mean"Lot" (a term that is defined by the Zoning Bylaw), and further that the OSGOD Section of Zoning Bylaw contemplates multiple "Projects"on a Lot. We also credit the evidence submitted as to the number of building permits issued since 2007 with respect to the underlying Industrial 2 District for the property as compelling and persuasive to reach the finding herein. Section 17.13.3 states: The PAA shall hold a public hearing for which notice has been given as provided in Section 11 of G.L. Chapter 40A. The decision of the PAA shall be made, and a written notice of the decision filed with the Town Clerk,within 120 days of the receipt of the PETITION:2015-003 Page 5 of II Town of North Andover ZONING BOARD OF APPEALS •Obert P. Manzi Ill,Esquire,Chairman Ellen P. McIntyre,Vice-Chais• D.Paul Koch.lr.,Esquire 40RTH q Q TOED Doug Ludgi�t 3`' g°s 'b+6�Oc Allan Cuseia O Associate:Members Deney:Vlorganthal * .m<M a Nathan Weinreich sy n°AITeD.P``t5 Alexandria A.Jacobs, Esquire Ssaewus�s application by the Town Clerk. The required time limits for such action may be extended by written agreement between the applicant?md the PAA, with a copy of such agreement being filed in the office of the Town Clerk. Failure of the PAA to take action within said 120 days or extended time, if applicable, shall be deemed to be an approval of the application and site plan.5 Additionally the Plan Review process along with Plan Approval and or Disapproval are articulated with sections 17.14.2, 17.14.3,and 17.14.4 of the Zoning Bylaw law by and for the PPA to follow as to the Aggrieved Party's application to the PPA. The Board takes note the framers of Section 17 did in fact define the terms Project and Commercial Project, and therefore the Board makes no particular finding as to the Defined Term Project within sec 17, and sees no inconsistency with the use of the term Project in contemplation of the Aggrieved Party's requested findings. b. PLAN APPROVAL(aka SITE PLAN)v. SPECIAL PERMIT At issue for the Aggrieved Party is the determination as to whether or not Applicant has submitted its original application as a request for plan approval, which arises as a matter of common law principles, or as the Building Inspector concluded, as an application for a Special Permit, which has a more particular meaning and is to be issued in accordance with statutory laws, MGL Chapter 40A, Section 9. As a general matter Section 9 provides that "Zoning ordinances or bylaws shall provide for specific types of uses which shall only be permitted in specific districts upon the issuance of a special permit. Special permits may be issued only for uses which were in harmony with the general purpose and intent of the ordinance or Bylaw, and shall be subject to general or specific provision set forth therein; and such permits may also impose conditions, safeguards and limitations on time or use." Special Permits are, as the law states, intended to be relief for the allowance of uses, rather than site plan reviews which are a creature of common law intended to place reasonable conditions on uses. Section 17.14.4 of the Zoning Bylaws provides limited circumstances for site plan disapproval. The process of the site plan review is to assure protection of the public interest to a degree consistent with reasonable use but not necessarily to deny that use. In addition, special permits can only be issued, under Massachusetts law, by a permit granting authority which has been authorized to issue special permits. MGL Chapter 40A, Section 9 provides "Zoning ordinances or bylaws may provide that certain classes of special permits shall be issued by one special permit granting authority and others by another special permit granting authority as provided in the ordinance or bylaw." Section 2.65 of the Town Bylaw identifies the s Section 17.13.3 North Andover Zoning Bylaw Page 6 of 11 PETITION:2015-003 Town of North Andover ZONING BOARD OF APPEALS Albert P.!blanzi III,Esquire,Chairman Ellen P.)RIntyre.Vice-Chair D.Paul Koch,jr..Esquire NoarH Doug Ludgiri Allan Cuscia a Associate Members � � Deney Morganthai Nathan Weinreich �y Alexandria A.Jacobs,Esquire SsaCHUS Special Permit Granting Authority as follows: "The Planning Board shall be the Granting Authority of all Special Permits to Cluster Development, Plan Development District, (1985/15) driveways, nursing and convalescent homes, Watershed Protection District (1994/37), Wireless Service Facilities (1998/37) and large estate condominium conversions. The Board of Selectmen shall be the granting authority of all Special Permits pertaining to non-accessory signs as specified in Section 6.52 of this Bylaw. The Board of Appeals shall be the granting authority of all other Special Permits allowed in this Zoning Bylaw." Within the Business Opportunity Zone, Section 17.6.3.2 of the Bylaw identifies As-Of-Right Uses which can are allowed "upon Plan Approval." Section 17.6.3.3 of the Bylaw identifies Uses allowed only upon the issuance of a Plan Approval Special Permit. As referenced herein, the Applicant's proposed solar use would fall under the subcategory of As-Of-Right uses under 17.6.3.2, at subparagraph 13, Manufacturing. Clearly the Bylaw intends to distinguish Plan Approval for As-Of-Right Uses under Section 17.6.3.2 from Plan Approval Special Permit Uses under Section 17.6.3.3. To categorize Aggrieved Party's filing with the PPA as anything other than a Plan Approval pursuant to section 17 or section 4.133-1 lb is misplaced and likely not enforceable unless regulated within the Zoing Bylaw pursuant to Health Safety and Welfare. Based upon the law and record evidence, the Applicant has only applied for Plan Approval and not a Special Permit. To the extent that the Aggrieved Party applied for a Special Permit pursuant to 4.133-1 lb, then the Special Permit Granting Authority in this instance must be the Zoning Board of Appeals and not the Planning Board, as directed by Section 2.65 of the Zoning Bylaw. c. ALLOWED USE: Section 17.3.3 identifies three sub-districts within the Osgod overlay district. The Business Commercial District is the overlay selection district proposed by the Aggrieved Party with respect to the Solar Photovolic System. As to allowed use, MGL Ch. 40A sec 3 exempts certain uses from the zoning act, including but not limited to solar as is agriculture, education, and other stated uses. The Premises is located in an I-2 Zone. Within the I-2 Zone, under Section 4.133 Industrial 2 District-1 Lb. Solar facilities are allowed by the express language of the Bylaw as follows: "Renewable or alternative energy research and development facilities, renewable or alternative energy manufacturing such as wind, solar, biomass and tidal on a lot with a minimum of twenty-five (25) acres; less than twenty-five (25) acres but a minimum of ten (10) acres by Special Permit." Page 7 of 11 PETITION:2015-003 Town of North Andover ZONING BOARD OF APPEALS Albert P.Manzi III,Esquire,Chairman Eileu P.Jlelntvre,Vice-Chair D.Paul Koch.Ir.,Esquire t kORTH q Doug Lu�lgin °�t"`� 10 Allan Cuscia o - I Associate:Members � s Denev`iorganthal 9 _ i Nathan Weinreich Alexandria A.Jacobs,Esquire SSAC14U The Premises is also located within the OSGOD Overlay District. Within such district, there are three (3) sub-districts. In particular, the Applicant's proposal relates to the Business Opportunity Zone. Within the Business Opportunity Zone, Section 17.6.3.2 of the Bylaw identifies As-Of- Right Uses. Section 17.6.3.3 of the Bylaw identifies Uses allowed by Special Permit. Within the subcategory of As-Of-Right uses under 17.6.3.2, at subparagraph 13,Manufacturing is listed as an allowed use. There is no other restriction or limitation as to the definition of manufacturing within 17.6.3.2 and, therefore, Applicant presents that the term manufacturing would include solar manufacturing as defined within our Bylaw in Section 4.133-11b. (previously referenced). Pursuant to Mass. General Law Chapter 40A, Section 3 "No zoning ordinance or by-law shall prohibit or unreasonably regulate the installation of solar energy systems or the building of structures that facilitate collection of solar energy, except where necessary to protect the public health, safety or welfare." (emphasis added). At the time that the Town adopted the OSGOD Overlay District, the Warrant Articles adopting OSGOD were submitted to the Commonwealth of Massachusetts Office of the Attorney General for their review and approval, as is required under applicable law. The Attorney General, by correspondence dated October 2, 2007,approved the Warrant Article, however, in doing so, the Attorney General called attention to certain provisions within the OSGOD Warrant Article specifically Section 17.6.4 as to "Prohibited Uses". The Attorney General specifically cautioned the Town that those provisions could not be applied in a manner inconsistent with Mass. General Laws Chapter 40A, Section 3. d. DEFINITION OF MANUFACTURING: As previously discussed, in the absence of a specific definition, terms are to be interpreted in accordance with statutory construction and, in the absence thereof, customary usage and dictionary definitions. In this particular instance, the Town Bylaw specifically references manufacturing to include solar. By its express language under Section 4.133 1-2 District-1 Lb, the Bylaw uses the terminology ".... alternative energy manufacturing such as wind, solar, biomass and tidal..." (emphasis added) By using the term manufacturing under Section 17.6.3.2 subsection 13 as a Use Allowed As-Of-Right, no intention to exclude any types of manufacturing can be inferred. Since the Bylaw has already identified solar as a type of manufacturing, the only inference that can be drawn it is that manufacturing includes solar manufacturing. Reference can also be had to other statutory provisions which define manufacturing including, but not limited to, Mass. General Laws Chapter 164 Section 1 which defines a "Generation Facility" to be "plant or equipment used to produce, manufacture or otherwise geriera.te electricity..." Chapter 164 is entitled MANUFACTURE AND SALE OF GAS AND ELECTRICITY and, therefore, the definitions therein are directly relevant to the topic of solar PETITION:2015-003 Pace S of 11 Town of North Andover ZONING BOARD OF APPEALS Albert P.;Alanzi Ili.Esquire,Chairman Ellen P.Mcintwe.Vice-Chair ➢.Paul Koch,Jr-Esquire * NORTH Doug Ludgin 3r° _ o Allan Cuscia O m x1 Associate Members lleitev Morganthal Nathan weinreich Alexandria A.Jacobs,Esquire SSACHU generation as manufacturing. Within those definitions, the statute also defines the term "Generation" as "the act or process of transforming other forms of energy into electric energy..."; and within the definition of "Renewable Energy" specifically includes "solar photovoltaic". The Aggrieved Parry made specific reference to recent Massachusetts case law including the Duseau decision, which decision was rendered by the Massachusetts Land Court on January 2, 2015. That case tells us specifically that "In the absence of an express definition of a word or phrase in the bylaw itself, however, the court looks to `ordinary principles of statutory construction."' The Duseau Court continued by elaborating that"undefined words are given their `usual and accepted meanings, as long as these meanings are consistent with their statutory purpose."' The Duseau Court referenced deriving meanings from legal context and dictionary definitions in construing associated words or phrases within the statutory context. The Duseau Court specifically advises that"courts may also turn to the General Laws and other legislation in order to assign meaning to undefined terms, because the interpretation of provisions using identical language must be uniform." The court in Duseau goes on to reference specific instances arising in a zoning context where these rules have been applied. VII.MASSACHUSETTS GENERAL LAWS CHAPTER 40A SECTION 3 The Building Inspector's letter to the Planning Board stating that the Applicant's proposal was not allowed specifically references OSGOD Bylaw Section 17.6.4,which pertains to prohibited uses and provides that all uses not expressly allowed are prohibited. The Building Inspector concluded that the solar proposal did not qualify as manufacturing and therefore was not expressly allowed. As such, the Building Inspector concluded that the Applicant's solar proposal was prohibited. To the extent that such a conclusion is reached, the Town would be in violation of Mass. General Law Chapter 40A, Section 3 as the Attorney General cautioned. Specifically, the only other Section of the Town Bylaw allowing solar manufacturing is Section 4.133-1 lb, referenced herein. That Section limits solar to the I-2 district and parcels with twenty (25) or more acres (or ten (10) or more acres with a Special Permit). The subject parcel at 1600 Osgood Street, North Andover is the only parcel of land in the Town of North Andover which meets this requirement. Therefore, to the extent, for whatever reason, the Town were to deny the right to construct a facility used for the collection of solar energy, except where necessary to protect the public health, safety or welfare, such denial would be in violation of State law. Page 9 of 11 PETITION:2015-003 Town of North Andover ZONING BOARD OF APPEALS Albert P.,Manzi Ill,Esquire,Chairman Ellen P.Vlcinore,Vice-Chair 1).Paul Koch-Jr.,Esquire g tAORTH Doug Ludgin Allan Cuscia .Associate tMembers � * Denev Mor-anthal * o s Nathan Weinreich Alexandria A.Jacobs,Esquire SSAC►+uSE` VIII.BUILDING PERMIT: During the public hearing, the Aggrieved Party acknowledged it had not filed for a building permit because it had not been afforded the opportunity to do so. The Board of Appeals notes that the issue of a building permit has not been reached as a building permit has not been applied for due to the fact that the application had stalled at the PPA. The Board makes no particular finding with respect to the issuance of a building permit or the methods or materials of construction thereto. To the extent necessary,the Board reserves the issue of a Building Permit for the Aggrieved Parry to be raised at a future date by request. IX FINDINGS AND DECISION OF THE BOARD After deliberations, the Board of Appeals determined that Findings shall issue that comport with this Decision in favor of the Aggrieved Party's(5)requested Findings as follows: 1. The term "site" (a term that is undefined by the Zoning Bylaw) is not defined to mean "Lot" (a term that is defined by the Zoning Bylaw), and further that the OSGOD Section of the Bylaw contemplates " • " y pates that there can be multiple sites on a Lot. 2. The Building Commissioner erred in applying Section 17.6.1.2 and, further, under 17.6.3.2 the term "manufacturing" includes renewable or alternative energy manufacturing such as the solar being proposed by the Applicant and, further, such facilities cannot be prohibited or unreasonably regulated in violation of Massachusetts General Laws Chapter 40A, Section 3. 3. Solar energy generating facilities such as are being proposed by the Applicant are not "Prohibited Uses" and, further, such facilities cannot be prohibited or unreasonably regulated in violation of Massachusetts General Laws Chapter 40A, Section 3. 4. "Manufacturing" as relates to solar energy generating facilities is not limited in any way to preclude the transmission of all or any portion of the energy being generated for use off of the Property. 5. The Application is for an OSGOD Plan Approval and not an application for a Special Permit under MGL Chapter 40A, Section 9. PETITION:2015-003 Page 10 of 11 Town of North Andover ZONING BOARD OF APPEALS Albert P.Manzi 111.Esquire,Chairman Ellen P.Mclnt,re,Vice-Chair D.Paul Koch Jr.,Esquire 40RTH � Dour Lud2in Ottt�eo ,°� 4, ,Man Cuscia F Associate' embers Deney Mor�anthal \athan Weinreich ��"meq tlexandria A.Jacobs,Esquire SSACHUSE� Voting in favor of the Aggrieved Parry's five (5) filed requested findings were: Albert P. Manzi III, Esquire, Allan Cuscia, Doug Ludgin, Nathan Weinreich. Voting against: D. Paul Koch Jr., Esquire. NORTH ANDOVER ZONING BOARD OF APPEALS So Ordered, C ert P. Manzi , squire, Chairman Alan Cuscia Doug Ludgin Nathan J. Weinreich D. Paul Koch Jr., Esquire Page 11 of I1 PETITION:2015-003 LISTING FOR OSGOOD SOLAR LLC EXHIBIT "A" Date Title Author I 6-Jun-2015 !Legal Notice ZBA Albert Manzi 17-Mar-15 Signature authorization Orit Goldstein 24-Mar-15 Building Inspector letter of Gerald Brown enforcement 20-Mar-15 application of OSGOD Permit Applicant 21-Aug-03 Quitclaim Deed Applicant 23-Apr-15 Appeal of NA Building Inspector i Wilmer Hale,Mark C.Kalpin Determination 20-Mar-15 notice to Planning Board Meridian Associates Richard E Waitt submitting Application 20-Mar-15 Supporting documents for Orit Goldstein approval 8-Mar-15 Osgood Solar Zoning Analysis Mark C. Kalpin 24-Mar-15 Legal Notice PB Planning Board 21-Apr-15 ;letter in response to e-mail Gerald Brown dated 16 April 15 23-Apr-15 !Building Inspector's Decision Eric Kfoury 5-March 2015 7 North Andover analysis Mark C. Kalpin 18-march 2015 North Andover analysis Mark C. Kalpin 2-Oct-07 Certified Bylaws Joyce Bradshaw 9-Mar-15 j Response Andrew Maylor 22-April 2015, 16- Request for 12 Zoning Dan Leary April 2015 Determination 17-Mar-15 Abutters list Assesors Office 22-April 2015, Dimensional and density Merridan Associates Plans 10 pages Requirement 15-Apr-15 Request for 1-2 Approval Dan Leary 4/21/2015/16 April re:request for 1-2 Approval Gerald Brown 2015 27-May-15 Notice of Appearance Mark C. Kalpin Mar-07 Map of Smart Growth Overlay Joyce Bradshaw 26-May-15 I Finding Applicant 15-Aug-15 Osgood Solar Hearing-regarding Michael D Rosen Permits 10-Aug-15 iRequest for Supplemental ZBA Chairman information 17-Aug-15 'Chapter 184 Section 23C JZBA Chairman 11-Aug-15 Permit Listing Report Building Department 12-Aug-15 Chapter 40A Section 9B !ZBA Chairman 12-Aug-15 jChapter 40A Section 3 !ZBAChairman LISTING FOR OSGOOD SOLAR LLC EX IBIT "A" 24-Jun-15 Land Court Department-Duseau submittedy by Atty Rosen v.Szawlowski Realty 31-Jul-15 Waiv the time constraint applicant �OSGOOD Solar Plan approval iapplicant application before ZBA June 23rd, 2015 Hearing Presentation Legal Summary 25-Aug-15 Chapter 25A Section 10 ZBA Chairman 25-Aug-15 Chapter 25A Section 3 ZBA Chairman 25-Aug-15 Chapter 164 Section 1 ZBA Chairman 25-Aug-15 Chapter 184 Section 23C ZBA Chairman 25-Aug-15 (Definition of Site - Black's ZBA Chairman Law Dictionary, Seventh Edition,Page 1392. West Group St. Paul Minn. 1999. Byran A. Gamer Editor In Chief 25-Aug-15 Chapter 7,Appointed Town ZBA Chairman j Boards(Page 19) 25-Aug-2015 !Chanter 10, Planning and the (ZBA Chairman Enviroment(Page 10) 25-Aug-15 -Legal Definition of ZBA Chairman ;Manufacturing(Page 977) I I i The Commonwealth of Massachusetts Department of Industria AceMents s F Congaress Sheet,,Suite 100 Boston,MA 02114-2017 � • ,.. yJ;�Wt www.rnass.gov1dia Workers'Compensation Insurance Affidavit:Builders/Contractors/ElE lectricians/Plumbers. TO BE]FILED WITH THE PERMITTING AUTHORITY. Applicant Information �+ Please Print Legible Name (Business/Organization&dividnal): Ryas 0,,X 6,a 1, LLQ' .Address: - �A 01��Phone#: City/State/Zip:�D•�IA 4M2Lt� f Are you an employer?Checktlie appropriate box: 'Type of project()required): 1. am a employer with employees(full and/or part-time).* 7. []New constriction 2.1V1 1 am.a sole proprietor or partnership and have no employees working £or me in 8. E]Remodeling any capacity.[No workers'comp.insurance required.] ' 9. ❑Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 [�Building arcp ddition4.FJI am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11. Electricalairs or additions proprietors with no employees. 12..n Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 13.[]Roof repairs These sub-contractors have employees and have workers'comp.insirance.t 6.❑We are a corporation and ifs officers have exercised their tight o£exemption per MGL c. 14.Q Other 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors niust submit a new affidavit indicating such. (Contractors that check this box must,attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have eraploye es. If the sub-64iictors tave employees,they must provide their workeis'comp.policy number. f am an employer iliat is pi'ovidiing workers-'compensation insurance for my employees.'Below is the policy and job site information. (� Insurance Company Name: ;AAS-�'.x2� Policy#or Self-ins,Lio.#:�( ��7�ZLI. Expiration Date: 1 Job Site Address: City/State/Zip: /V- AM 61,X� Attach a copy of the workers'compensation policy declaration page(showing the policy number and explyallon date). Failure to secure coverage as required under MGL o. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do hereby certitvlunr thepa' s an enalties ofperjury that the information provided above is true and correct. SigLlafore: Date: Phone#: -� Official use only. Do not write in this area,to be completed by city or toren official. City or Town: Permit/License# Issuing Authority(circle one): ; 1.Board of Health. 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector 6,Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." ` An employer is defined as"an individual,partnership,association,corporation or other legal entity,or'any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment ba deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.". Applicants Please fill-out the workers' compensation affidavit completely,by checking the'boxes that apply to your situation and,if necessary,supply sub=contractoi(s)name(s),address(es)and-phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Depat•iment of Industrial Accidents foi•confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retained to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidenis. Should you have any questions regarding the law or if you'are required to obtain a workers' compensatioil policy,please call the Department at the number listed below. Self-insured companies should'enter their self-insurance license number on the appropriate line... City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel.#617•-727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 wwwmass.gov/dia 7 076/l/2016 TE(MM/DDNYYY) A�O CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Laurin Kibildis -NAMEMTM Insurance Associates PHONE (978)681-5700 Fvc No:(978)681-5777 A/C No Ext 1320 Osgood Street E-MAIL laurink@mtminsure.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC q North Andover MA 01845 INSURERA:Nautilus Insurance Company INSURED INSURER B:Hartford Accident & Indemnity 22357 PowerOwners, LLC, DBA: Attn: Dan Leary INSURERC: 857 Turnpike Street INSURER D: Suite 233 INSURER E: North Andover MA 01845 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 & 16-17 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL UBR POLICY EFF POLICY EXP ILTR TYPE OF INSURANCE POLICY NUMBER MMI D/YY Y MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 A CLAIMS-MADE ❑X OCCUR PREMISES Ea occurrence $ BN961699 1/14/2016 1/14/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO � LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X JECT OTHER: AUTOMOBILE LIABILITY Ea accident) LIMIT $ BODILY INJURY(Per person) $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS SNED PROPERTY DAMAGENON-OW $ Per accident HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X I STATUTE I I'ET' AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100 000 B OFFICER/MEMBER EXCLUDED? a NIA OBWECCL7124 1/10/2016 1/10/2017 _ (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 100 000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) This certificate of insurance represents coverage currently in effect and may or may not be in compliance with any written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ozzy Properties THE ACCORDANCEION W THDATE THEREOF,HE POLICY PROVISIONS. WILL BE DELIVERED IN 1600 Osgood St North Andover, MA 01845 AUTHORIZED REPRESENTATIVE M Laorenza/LAURIN �t ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) Massachusetts-Department of Public Safct% Board of Building Ref-mdations and Standards Construction Supervisor License Lr : cs 93806 Reshi ted to: 00 AV- DANIEL P LEARY 49 COURT ST = N ANDOVER, MA 01845 �--�- �- Expiratio 12/19/2011 ' �) ('rrTr,-: 16874 p�� AC�® DATE(MM/DDIYYYY) �� CERTIFICATE OF LIABILITY INSURANCE 3/31/2017 5/11/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Insurance Brokers,LLC CONTACT NAME: 725 S.Figueroa Street,35th Fl. PHONE FAX CA License#OF15767 E-MAIL VC, IC No Los Angeles CA 90017 ADDRESS: (213)689-0065 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Starr Indemnity&Liability Company 38318 INSURED Tecta America New England LLC INSURER B:American Guarantee and Liab.Ins.Co. 26247 1378672 2 Sterling Road INSURER C: North Billierca MA 01862 INSURER D: INSURER E INSURER F COVERAGES TECAM22 CERTIFICATE NUMBER: 14049347 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DDIYYYY A X COMMERCIAL GENERAL LIABILITY Y N 1000025369161 3/31/2016 3/31/2017 EACH OCCURRENCE $ 21000,000 DAMAGE roRENTED CLAIMS-MADE 7 OCCUR PREM SES Ea occurrence) $ 2,000,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ A AUTOMOBILE LIABILITY N N SISIPCA08289416 3/31/2016 3/31/2017 COMBINED SINGLE LIMIT $ Ea accident 2,000,000 X ANY AUTO BODILY INJURY(Per person) $ XXxxXXX X ALL AUTOS/ED X AUTOS BODILY BODILY INJURY(Per accident) $ XXxxXXX NON-OWNED Pe�acciCen DAMAGE X HIREDAUTOS X AUTOS $ XXXXXXX $ XXxxXXX B UMBRELLA LIAB X OCCUR N N SXS 9242436-04 3/31/2016 3/31/2017 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ XXXJCXXX WORKERS COMPENSATION PER OTH- A AND EMPLOYERS'LIABILITY Y/N N 1000001352 3/31/2016 3/31/2017 X STATUTE I I ER ANY OFFICER/MEMBER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE FN—] N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Ozzy Properties is Additional Insured(s)as per the attached endorsement or policy language. CERTIFICATE HOLDER CANCELLATION See Attachment 14049347 Ozzy Properties SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1600 Osgood Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover MA ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPR-7 ©1488-20141CAD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 1000025369161 COMMERCIAL GENERAL LIABILITY CG 2010 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location(s)Of Covered Operations: Or Organization(s): Where required by a written contract Where required by a written contract. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section II -Who Is An Insured is amended to B.With respect to the insurance afforded to these include as an additional insured the person(s)or additional insureds, the following additional organization(s)shown in the Schedule, but only exclusions apply: with respect to liability for"bodily injury", "property damage"or"personal and advertising injury" This insurance does not apply to"bodily injury"or caused, in whole or in part, by: "property damage"occurring after: 1.Your acts or omissions; or 1.All work including materials parts or equipment furnished in connection with such work, on the 2. The acts or omissions of those acting on your project(other than service, maintenance or repairs) behalf; to be performed by or on behalf of the additional insured(s) at the location of the covered operations in the performance of your ongoing operations for has been completed; or the additional insured(s)at the location of the the additional insured(s) at the location(s)designated 2.That portion of"your work"out of which the above. injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 C ISO Properties, Inc.,2004 Page 1 of 1 Attachment Code:D494719 Certificate ID: 14049347 i c 1600 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS C BUILDING 70 STRUCTURAL ASSESSMENT For Proposed Solar Panel Array System c c c Prepared For: POWEROWNERS L.L.C. 857 Turnpike Street North Andover,Massachusetts 0184 (978) 309-6688 tM OF M9ss9 c COLIN J. y� Prepared By GALLAGHER CIVIL NO—V114 E 0,�,�F4t8AlEO � E 13, 5j2z J ENGINEERING LLC 50-S Audubon Road L_r Wakefield,MA 01880 978-774-1884 '_2 �// cStructural Assessment May 2016 Page 1 f V' n LJ TABLE OF CONTENTS c Page No. c I.Project Description.....:.............:....................................................3 C H.Scope of Work.............................................................................4 C III.Site Investigations..... ......:...........................................................5 E uIV.Structural Analysis......................................................................5 cV.Findings/Conclusions....................................................................7 u APPENDICES cA. Site Photographs B. Design Calculations cC. PanelClaw Certification c c D c c c cStructural Assessment May 2016 Page 2 c E I. PROJECT DE SCItIPTION Introduction This Roof Assessment Report has been commissioned by PowerOwners, L.L.C., to determine the capacity of the existing structure to support the addition of a roof mounted solar panel array system. In 2007 solar panels were added in the south side of the building. These panels are covered in a previous report by BMC Engineering, dated March 2007. A second phase of roof mounted solar panel arrays are proposed to be located on the roofs of three of the property buildings. The property is currently owned and managed by Ozzy Properties Inc., based in Andover, Massachusetts, as commercial manufacturing and office space. �I Project Location The project is located at 1600 Osgood Street in North Andover, Massachusetts. The site is situated on 169 acres close to nearby.Interstate Route 495. rp [1 1600 OSGOOD ST. I 4 Ili � ii r Building Description/History 1600 Osgood Street, formerly known as the Lucent Merrimack Valleyworks Property, was acquired by Ozzy Properties Inc., in September, 2003. The property has three main buildings structures, originally known as Building # 20, Building #30 and the Bell Labs Building (Building #70). The buildings have approximately 1.5 million square feet of manufacturing, office and warehouse space for rental. Building#20 and Building#30 were originally constructed between the years 1954-1956 L' for Western Electric and housed company office and manufacturing facilities. By 1958 Western Electric doubled the size of the manufacturing floor and expanded the main Structural Assessment May 2016 Page 3 office building. The second expansion in 1962 also added the Bell Labs facility(building #70). L' These buildings subsequently later became the property of AT&T, as successor to n Western Electric and more recently Lucent Technologies. At its peak, the former Merrimack Valley Works building employed close to 13,000 workers from throughout Li the region. The plant was, at one time, the largest manufacturing space available in the region. II.SCOPE OF WORK Structural Engineering Evaluations Our scope of work has been defined as three engineering tasks defined herein: Task A -Preliminary Site Visit BMC Engineering originally conducted a site visit on May 18, 2016 to record data.on the existing roof and building construction as well as confirm original drawings and field !, conditions. Existing drawings were made available for our use. During the site visit we �- noted important in-situ conditions, such as the loading from piping and equipment supports hung from or supported by the roof structure, any damage or deteriorations to structural members, evidence of structural modifications or repairs, and any other condition that would influence the loading or capacity of the existing roof framing. Task B-Structural Analysis and Assessment BMC structural engineers conducted a structural analysis and assessment to determine the state of stress and deflection for all roof and other relevant structural members that Will be affected by the proposed loading from the solar panel systems. This analysis used Allowable Stress Design(ASD)procedures for the analysis of all structural members. Task C-Preparation of Draft Report This report provides written documentation of our investigations and conclusions regarding the capacity of the roof to support the installation of the proposed solar panel systems. All applicable code requirements, design criteria, photo documentation and structural design calculations prepared for this project are included for record. Limitations This report is solely for use by our client, PowerOwners L.L.C., expressly for his purposes in obtaining a Building Permit from the Town of North Andover to erect the proposed solar panel arrays. It is not to be used by any other party for any other purpose. The inspection of the existing structure is limited to visual observations. During the latest site visit the weight of the existing stone was tested to further confirm the existing loads. No roofing cores were taken to confirm roofing thickness. C� CStructural Assessment May 2016 Page 4 C4 I IrI L� III. SITE INVESTIGATIONS Existing Structure Li The existing roof is comprised of built up roofing with insulation on a 1 '/z"20 ga. metal roof.deck. The metal deck typically spans a distance of 5'-0" between open web steel joists. The joists span between steel beams at the column lines which are in turn supported by steel columns which transfer all imposed roof loads to grade. The exterior walls consist of insulated metal siding. No visible signs of water damage or degradation were observed on the underside of the LJ metal deck which appeared to be performing adequately with no signs of excessive deflection. Prior to installing the proposed panels the contractor is to scrape and remove the existing built up roofing down to the metal deck and install a new fully adhered TPO roof with polyiso insulation. The reroof will lower the existing roof dead load by approximately 4.5 pounds per square foot due to the removal of the built up roofing. L Conditions/Observations At the time of the ins ection the air temperature was approximately 60°F and it was overcast. In the proposed areas to be used for solar panels, the roof framing appeared to be performing adequately with no signs of excessive deflection. It had rained the night before the inspection and there were signs of minor ponding on the roof. While talking to the site representative it was stated that there have been leaks in this building and the building was to be reroofed. When the deck is being reroofed any deterioration found in the metal deck should be brought to the attention of the owner. Calculations on the roof deck were completed under the assumption that the deck has full section properties with no deterioration. L� It should be noted that during the inspection it was found that there were no overflow drains installed. There is a 24 inch high parapet around the full perimeter of the building. The exterior of the building was inspected. There were minor cracks, but no apparent signs of settlement found in the existing foundation. IV.STRUCTURAL ANALYSIS Design Criteria 7 International Building Code, IBC 2009 as amended by Massachusetts State Building Code 780CMR, 8h edition. International Existing Building Code, IEBC 2009. American Concrete Institute ACI 318 American Institute of Steel Construction,AISC 131 edition The addition of the ballasted roof mounted PV arrays on the existing building has been evaluated in accordance with the International Existing Building Code IEBC 2009 as amended by MBC 8h edition. The conclusions of that evaluation are outlined below: - Structural Assessment May 2016 Page 5 i L� NEW CONSTRUCTION The design of the PV modules and associated ballasted framing on the existing roof is in accordance with IBC 2009, Chapter 16. EXISTING BUILDING EVALUATION PER IEBC 2009 Classification of the work '-' The addition of the PV arrays on the roof is classified as "Alterations Level 2" per section 404.1 "... installation of any additional equipment". The alteration has been evaluated per the"Work area compliance method"per section 101.5.2 of IEBC 2009. Section 707.4 "Existing Structural elements carrving gravity load" Alterations shall not reduce the capacity of the existing gravity load-carrying structural elements unless it is demonstrated that the elements have the capacity to carry the C applicable design gravity loads required by the International Building Code. Existing structural elements supporting any additional gravity load as a result of the alterations, including the effects of snow drifts, shall comply with the International Building Code. V The exception to this rule is "Structural elements whose stress is not increased by more than 5 percent." The addition of the PV system combined with the replacement of the existing roof was found to increase the gravity load by less than 5 percent; therefore additional analysis for C gravity load is not required by code. BMC Engineering, however, carried out an independent analysis of all relevant structural elements affected and found all members to be adequate for the additional gravity load as well as the increased flat roof snow load of 35 psf per current code. In addition, the reserve capacity of all structural members affected by the proposed installation of solar modules was calculated. The results of the analysis are included in Appendix B attached. Cj Roof Loadings The existing dead loads for the roof were calculated based on the Weights of Building Materials Table in the ASD Manual, page 6-9 as well as reference data from specific manufacturers. Section 707.5 "Existing Structural elements resisting lateral loads" Any existing lateral load-resisting structural element whose demand-capacity ratio with C the alteration considered is no more than 10 percent greater than its demand-capacity ratio with the alteration ignored shall be permitted to remain unaltered. n The additional load from the proposed solar system to be placed on Building 70 is L 459,832 lbs per the PanelClaw ballast layout. The weight of roofing that will be removed during the re-roof is 595,350 lbs. This net effect has reduced the demand-capacity ratio on the lateral load carrying structural elements, therefore the existing building does not C Structural Assessment May 2016 Page 6 C C need to be altered for lateral loads. The demand capacity calculations are included in P Y Appendix B attached. V. FINDINGS/CONCLUSIONS The reserve capacity for additional loads on the roof after reroofing was found to be 10 psf minimum. The actual solar panel array load provided by Panelclaw is 6.0 psf maximum which includes the solar panels together with the associated framing and C ballast. Therefore the existing structure is considered adequate for the additional gravity load together with the snow load per code. C It should be noted that the profile of the Panelclaw system is such that the peak height of the PV modules is only 10.62 inches. Additional load due to drifting snow is considered negligible as the flat snow load will completely cover the PV arrays. The Panelclaw system has two lines of support for every PV module versus one for traditional PV systems. This helps to spread out the point loads delivered by the PV array C onto the roof making the loads act more like a uniform load on the roof On this project the metal deck has a capacity for uniform load of 130 psf minimum versus an actual load of 50 psf. C n L__, M n II I C t� E C CStructural Assessment May 2016 Page 7 C C C c c c c c c n APPENDIX A-SITE PHOTOGRAPHS Li D c V c c c c Structural Assessment May 2016 Page 8 C n 717 1� u Photo# 1 General view of 1600 Osgood St.,Building 70 roof-(to be reroofed) 4 Photo#2—General view of 1600 Osgood St., Building 70 roof—Minor Ponding EStructural Assessment May 2016 Page 9 r L C � o 1 Photo#3 —Interior Roof Drains—No overflow drains 'zt F19 Photo#4—Typical Roof framing C Structural Assessment May 2016 Page 10 I n i u C 3 n c c c c R iJ c 1r^1 Photo#4—Typical roof framing with hung loads. =,'lith �ii• � � -�x �'' C Photo#5—General view of Exterior CStructural Assessment May 2016 Page 11 C �s- �,(°°,y"'"C•*` .may ,�i 4,:L y:A,✓ *Fs. w y_= ,�� ♦ i� � z"7' 3e- '<i� `fe �` . . �+ii'�s�: Y K<,� �a u�`•�c-'°� , `.-*�'E`''�'#�`'�'i. t '.�",r�1 +t� t j r tv J.. —: `�A �' # ♦,-i..r� .zx�ii:� t�"�` £�a'" t'� M� t �'iS>�i. ra`�""v "�$,,' � 3}' . �, 'ti` g d '. •.;� _. `�:. •�' a � i Sks �.�y!� �� '3 wi. ✓'!r r* ss'^' -, a «,k 7K`M"k y+v *s` s +X y'• 'ya r .. +`k Y �` :'�+� :/'ii r♦ a E y$ ,t,�,a�}-c �r c � ,�.air�f"� � ,�' CIO ,fi�:.f_�arf'°�-♦Ss♦�.c �t `~�r"'� �`"'.�i� t:..i`.+e �t�`t,."'?[� a����ir tom_''♦ �.n•?,h''�'6:e "`,lu 1. ,.c v Ig ; • ♦ . Lj C C E, c c 0 E, APPENDIX B C DESIGN CALCULATIONS Ell C C C C C L CStructural Assessment May 2016 Page 13 C M L 1 "ASCE705S.xls"Program LVersion 1.4 SNOW LOADING ANALYSIS a Per ASCE 7-05 Code for Buildings with Fiat or Low Slope Roofs(<=5 deg.or 1 In.M.) for Balanced Snow,Drift and Rain-on-Snow Surchar a Loadln s .. Job Name: 116500 Osgood St. I Sub'ect I Roof Loading n Job No: I Originator JJEK I Checker: JUG Input Data: Building Classification= II Table 1-1,page 3 Ground Snow load,pg= 50.00 psf Figure 7-1,pages 84-85 and Table 7-1,page 92 Length of High Roof,Lu= 1.00 tL Length of Roof Upwind of the Snow Drift Length of low Roof,LL= 540.00 ft. Length of Roof Downwind of the Snow Drift C Dist from Eave to Ridge,W= 245.00 fL Horizontal Distance from Eave to Ridge Type of Roof= Monoslope Type of Roof=Monoslope,Gable,or Hip Obstruction Height,ho= 2.00 ft. High Roof-Low Roof Elevations •-TA(LAPE ni Roof Slope,S= 0.25 in.>ft. .S=Rise Per foot of Run n Exposure Factor,Ce= 1.00 Table 7-2,page 92 Thermal Factor,Ct=1 1.00 Table 7-3,page 93 Results: Roof Angle,9= 1.1935 deg. 9=ATAN(S/12) Importance Factor,I= 1.00 Table 7-4,page 93 Snow Density,y= 20.50 pat y=0.13+pg+14<=30 (Eqn.7-3,page 83) Fiat Roof Snow Load,pf= 35.00 psf pf=0.7"Ce•CP'I"pg (Eqn.7-1,page 81) pt(min)= 20.00 psf pf(min)=pg"I for pg<=20, pf(min)=20`I for pg>20 Muse)= 35.00 psf pf(use)=maximum of:pf or pf(min) (Section 7.3,page 81) Balanced Snow Load Ht.,hb= 1.71 ft. hb=pf(useyy (Section 7.1,page 81) Clear Height,he= 0.29 ft. he=ho-hb>=0 (Section 7.1,page 81) Leeward Drift Height,hdL= 2.00 ft. hdL=0.43'Lu"1/3'(pg+10)"1/4-1.5, with Lu>=25' (Figure 7-9) u Windward Drift Height,hdw= 6.18 ft. hdw=0.75"(0.43"LLAT/3'(pg+10)"1/4-1.5), with LL>=25' Design Drift Height,hd= 0.29 ft. hd=minimum of(maximum of:(hdL or hdw)) or he Ratio,hc/hb 0 17 `'If hc/hb<0.2;'theca snowdrifts are not required to be applied Drift Length,w -D.00 ft ° If hd<=he: w=4'hd, if hd>he: w=4"hd"2/hc (Sect.7.7.1) Drift Length,w(max)- 0.00 ft. w(max)=minimum of. 8"hc or LL Drift Length,w(use) 0.00 it. w(use)=minimum of. w or w(max) Wt.of Drift at High End,pd= - 0.00 psf pd=hd'y (maximum value) Rain-on-Snow Surch.,prs= 0.00 psf prs=5.0 psf when 0<pg<=20 and 9<W/50) (Sect 7.10) Balanced Snow Load,pf(bai) 35.00 psf pf(bai)=maximum of:pf+prs or pf(min) `Total Snow Load,p(totai)= 35.0(3 psf p(total)=pf(bal)+pd Wind Lu=1' (Length of High Roof) u pd=0 psf Surcharge Load he=0.29' Due to Drifting Ehd= 0.29` ho=2' WLoad L� hb= 1.71' o e;Rain-on-snow surcharge u _ ' drift C need not be combined with LL=540' snow drift for total load. (Length of Low Roof) Configuration of Snow Drift on Lower Roof 1 of 1 5/26/2016 2:43 PM n 7 - L CLIENT Power Owners CALC BY JEr\ JOB NO. 16-1325 PROJECT 1600 Osgood 5t., N. Andover MA CHECK BY CqG SHT_N_O NHC r, NDETAIL 5ei5mic Analysis-buddm. 70 REV.BY DATE 5/20/16 Calculate the Cumulabye Increase in Demand-Cal2acity Eatio C Orie jinal Roof Dead Load= 20 psf (includes Joists) Framing Dead Load= 5.50 psf E Ong. Design Snow Load= 30 psf CBudding Length= 540 ft Buddmcg Width= 245 ft CBuilding Height= 40 ft 245 n Roof Dead Load= 2778.3 laps El Roof Live Load (20%5now)= 793.8 bps Perimeter Insulated Metal Walls = 753.6 laps - CTotal Weight = 4325.7 laps 540 To Prevent a 5eismic Retrofit,Tota15}•stem Weight<_1_&,„j1 O Reroof Removal = -4.5 psf (-6 psf Built-up Roofing + 1.5 new TPO Insult Max Panel Array Load = 1027.92 kips (10%original total weight + roof removal load) Total Array Load = 459.832 laps (Per PanelClaw Ballast Layout Rev O Dated 5/17/1 6) Result = OK, No Further 5ei5mic De5ign Required E c c E c BMC ENGINEERING. L.L.C. Structural Engineering Consultants CLIENT Power Owners �. ! CALC BY JEK JOB NO.1 16-1325 PROJECT1600 Osgood Street. No. Andover CHECK BY CJG SHT NO. DETAIL Buildinq 70 W T REV.BY DATE 5126/16 input Steel joist Size 36LJ10 (tYpical ) Trib. Width= 5 ft CJoist span= 60 ft Joist weight= 26 plf Dead Loads Proposed Roofing+Insul= 1.5 psf (-6 psf orig.BuiltUp Roof+1.5 psf membrane/insul/board) Metal Deck.= ' 4.0 psf Misc.Hung Loads= 5.0 psf Existing Dead Load=�10 5 psf Live Loads �i Existing Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) Snow Drift Load= 0 psf LOADS Existing Joist Capacity Reserve Capacity for Solar panels C Live Load(U360) 175 plf 267 plf OK Dead Load 79 plf Total Load 254 plf 320 plf OK 66.5 plf C Available unform reserve Load for Solar Panels= 13.30 psf Actual Solar Panel uniform Load= 6.00 psf OK *Value provided by Panelclaw Inc. C I � C� C BMC ENGINEERING, L.L.C. Structural Engineering Consultants CLIENT Power Owners �CALC BY JEK 1JOBNO. IG-1325 PROJECT I G00 05ood Street. No. Andover _ CHECK BY CJG _SHT NO. DETAIL Buildinct 70 T REV.BY DATE 5/2G/IG Input Steel joist Size 18U04 �1 Tnb. Width= 5 ft I Joist span= 30 ft Joist weight= 16 pif Dead Loads L Roofing+lnsul= 1.5 psf (-6 psf orig.BuiltUp Roof+1.5 psf membrane/insul/board) Metal Deck= 4.0 psf Misc.Hung Loads= 5.0 psf Existing Dead Load= 10.5 psf n Live Loads Existing Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) Snow Drift Load= 0 psf CLOADS Existing Joist Capacity Reserve Ca aci for Solar panels Live Load(IJ360) 175 plf 252 plf OK L� Dead Load 69 plf t-� Total Loadl 244 plf 321 plf OK 77.5 plf CAvailable unfonn reserve Load for Solar Panels= 15.50 psf Actual Solar Panel uniform Load= 6.00 psf OK C *Value provided by Panelclaw Inc. l L r C Li BMC ENGINEERING, U.C. Structural Engineering Consultants CLIENT Power Owners___ _ CALC BY JEK JOB NO. I G-1325 PROJECT I GOO Osgood Street.No Andover ~� _ _ CHECK BY CJG SHT NO. <J DETAIL Building 70 REV.BY DATE 15/2G/1G Input Besm Size W33x 152 simply supported beam Trib. Width= 60.06 R Beam Span= 45 It Fy= 36 ksi Dead Loads Re-roof(lnsul+Membrane)= 1.5 psf (-6 psf orig.BuihUp Roof+1.5 psf membraoc/insullboard) Steel Joists= 5.2 psf Metal Deck= 4.0 psf Misc.Hung Loads= 5.0.psf Existing'Dead Load— 15.7 psf Live Loads Existing Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) ASCE 7-05 Existine Loads LL = 2100 plf DL= 1094 pif LJ Total DL+LL= 3194 pff Desien Beam-.;for Dendine E 7xx= 559 in' (A-I.S.C.Manual of Steel Construction,Third Ed.) Max Moment,M = 808.56 kip 11 Moment Capacity,M,= 1004.19 kip-ft EAvailable uniform Losd for Solar Panels= 12.88 psf (1 Check¢eamLfor Defkction k ba= 8160 in (A.I.S.C.Manual of Steel Construction,Third Ed.) 1 t 6LL-5/384+(we/EI)- 0.82 inches fiLLALL-IA60- 1.50 inches OK 6LL+nr,-5/384-(we/EI)= 1.25 inches &slILLwL=L/24o= 2.25 inches OK Available uniform Load for Solar Panels= 42.94 psf Check Beams for Shear d 33.5 int t„= 0.635 in' Axx=dt„= 21.2725 int (A.I.S.C.Manual of Steel Construction,Third Ed.) Existing Reaction,R =wl/2= 71.87 kips 4=R/A= 3.38 ksi Fv,u-0.4Fy= 14.40 ksi OK Available uniform Load for Solar Panels= 224.40 psf kn Minimum allowable reserve load on the beam= 12.88 psf U Actual Solar Panel uniform Load= 6.00 psf *Value provided by Panelclaw Inc. OK I� L� Lr L+ BMC ENGINEERING, L.L.C. Structural Engineering Consultants CLIENT Power Owners _ CALC BY JEIC f JOB NO. i 6-1325 PROJECT 1600 Osgood Street.No Andover — _ CHECK BY CJG SHT NO. DETAIL Budding 70 REV.BY DATE 5126.11 G Input Beam'sizel U 33x I l b simply supported beam Trib. Width= 60.00 It V Beam Span= 35 ft Fy= 36 ksi 1 Dead Loads Re-roof(Insul+Membrane)= 1.5 psf (-6 psf orig.BuiltUp Roof+1.5 psf membranchnsullboatd) Steel Joists= 5.2 psf Metal Dock= 4:0 psf Misc.Hung Loads= 5:0 psf Existing Dead Load=' 15.7 psf r) Live Loads LExisting Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) ASCE 7-05 Existing Loads LL = 2100 plf DL- 1060 plf Total DL+LL=�3160 plf Deslen Beams for Bendina Zxx= 415 m3 (A.I.S.C.Manual of Steel Construction,Third Ed.) Max Moment,M = 483.87 kip-ft Moment Capacity,M.= 745.51 kip-ft Available uniform Load for Solar Panels= 28.48 psf r,h_ck Beams far Deflection lxx= 5900 in* (A.I.S.C.Manual of Steel Construction,Third Ed.) 8LL-5/384*(wl4/Eq- 0.41 inches 6LLALL–U360= 1.17 inches OK 8LL+DL-5/384*(wl'/El)= 0.62 inches UIILL+0L=U240- 1.75 inches OK Available uniform Load for Solar Panels= 95.14 psf y� Check Beams for Shear d= 32.9 in' t*= 0.55 int Axx=dt*= 18.095 in' (A.I.S.C.Manual of Steel Construction,Third Ed.) Existing Reaction,R =wV2= 55.30 kips f,=R/A= 3.06 ksi Fv.11-0.4Fy= 14.40 ksi OK u Available uniform Load for Solar Panels= 245.25 psf Minimum allowable reserve load on the beam= 28.48 psf Actual Solar Panel uniform Load= 6.00 psf *Value provided by Panelclaw Inc. OK E U n C n Li BMC ENGINEERING, L.L.C. Struc r to a!Engin rinConsultants CLIENT Power Owners __ CALC BY JEK JOB NO. 16-1325 PROJECT 1600 Osgood Street.No.Andover CHECK BYE_ CJG SHT NO. —DETAIL- (3u+ldmg—70--- 0 ~ _ — -�� REV.BY DATE 5/26/16 F1 Input Beam Size W33x130 Simply supported beam ! Tnb. Width= 60.00 ft J Beam Span= 40 ft Fy= 36 ksi Dead Loads Re-roof(Insul+Membrane)= 1.5 psf (-6 psf orig.BuiltUp Roof+1.5 psf membrane/insultboard) Steel Joists= 5.2 psf Metal Deck= 4.0 psf Misc.Hung Loads= 5.0 psf Existing Dead Load= 15.7 psf ' Live Loads Existing Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) ASCE 7-05 Existing Loads LL= 2100 pif E ' DL= 1072 pif [.� Total DL+LL= 3172 pif Design Beams for Sending ?ax= 467 ins (A.I.S.C.Manual of Steel Construction,Third Ed.) Max Moment,M = 634.44 kip-ft Moment Capacity,MM= 838.92 kip-ft Available uniform Load for Solar Panels= 17.04 psf Deflection C Check Beams forIxx= 6710 in° (A.I.S.C.Manual of Steel Construction,Thud Ed.) SLL—5/384*(we/EI)— 0.62 inches SLLALL=L/360= 1.33 inches OK $LL+DL-5/384*(we/EI)= 0.94 inches 8911L1L+DL=L/240= 2.00 inches OK Available uniform Load for Solar Panels= 59.74 psf Check Beams for Shear d= 33.1 int tw= 0.58 int Axx=dt*.= 19.198 int (A.I.S.C.Manual of Steel Construction,Third Ed.) Existing Reaction,R =wl/2= 63.44 kips f=R/A= 3.30 ksi Fv.n-0.4Fy= 14.40 ksi OK Available uniform Load for Solar Panels= 227.62 psf E Mnimum allowable reserve load on the beam= 17.04 psf Actual Solar Panel uniform Load= 6.00 psf *Value provided by Panelclaw Inc. OK C C C u BMC ENGINEERING, LLC Structural En>;rneennR Consultants CLIENT Power Owners _C_ALC BY J_EK_ JOB NO. I G-1325 PROJECT 1600 Osgood Street.No.Andover NCHECK BY CJG SHT NO. DETAIL Budding 70 REV.BY _ DATE 5/26/1 G Input Beam Sizel W30x 116 simply supported beam C Trib. Width= 45.00 R Beam Span= 40 ft Fy= 36 ksi Dead Loads Re-roof(insul+Membrane)= 1.5 psf (-6 psf orifi.BuiltUp Roof+1.5 psf membtane/insullboard) Steel Joists= 5.2 psf Metal Deck= 4.0 psf Misc.Hung Loads= 5.0 psf Existing Dead Load— 15.7 psf n Live Loads (V Existing Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) ASCE 7-05 C Existine Loads LL = t575 plf DL- 823 plf Total DL+LL- 2398 plf Desi¢n Reams for Bending Zxx= 378 int (A.I.S.C.Manual of Steel Construction,Third Ed.) Max Moment,M = 479.56 kip 11 Moment Capacity,Mp= 679.04 kip-ft L.r Available uniform Load for Solar Panels= 22.17 psf Check Beams for Dellecdou Ixx= 4930 ia4 (A.I.S.C.Manual of Steel Construction,Third Ed.) SLL-5/384*(wl*/EI)= 0.63 inches 6LLALL-11/360= 1.33 inches OK 6LL.DL—5/384-(we/El)- 0.97 inches 8a11LL+DL=L/240= 2.00 inches OK Available uniform Load for Solar Panels= 57.03 psf Lj Check Beams for Shear C d= 30 int tw= 0.565 in' Axx=dt,= 16.95 in' (A.I.S.C.Manual of Steel Construction,Third Ed.) Existing Reaction,R =wl/2= 47.96 kips C f,.=R/A= 2.83 ksi Fvy1-0.417y— 14.40 ksi OK Available uniform Load for Solar Panels= 268.06 psf EMinimum allowable reserve load on the beam= 22.17 psf Actual Solar Panel uniform Load= 6.00 psf *Value provided by Panelclaw Inc. OK c c c c r7 u BMC ENGINEERING, L.L.C. Structural Engin erinConsultants CLIENT Power Owners I CALC BYI JEK JOB NO. 16-1325 PROJECT 1600 Osgood Street.No.Andover _ CHECK BYICJG SHT NO. /� DETAILI 5u1idmg 70 REV. DATE 5/26/16 I-1 Input Beam Size W27x 1 14 simply supported beam Tnb. Width= 30.00 R Beam Span= 47 ft Fy= 36 ksi Dead Loads Re-roof(Insul+Membrane)= 1.5 psf (-6 psf orig.BuiitUp Roof+1.5 psf membranchnsuUboard) Steel Joists= 5.2 psf Metal Deck= 4.0 psf Misc.Hung Loads= 5.0 psf Existing Dead Load- 15.7 psf n Live Loads Existing Snow Load= 35 psf (780 CMR-8th Edition Table 1604.11) ASCE 7-05 Existine Loads LL = 1050 plf DL= 585 plf Total DL+LL= 1635 plf Desien Beams for Bendine 2xx= 343 in3 (A.I.S.C.Manual of Steel Construction,Third Ed.) Max Moment,M = 451.44 kip-ft Moment Capacity,Mw= 616.17 kip-ft V Available uniform Load for Solar Panels= 19.89 psf Check Beams for Deflection C Ixx= 4080 in4 (A.I.S.C.Manual of Steel Construction,Third Ed.) BLL-5/384'(wt/EI)- 0.97 inches BLLALL=L/360= 1.57 inches OK 8LL+DL-5/384*(wl`/EI)- 1.52 inches 8alILL+DL-L/240- 2.35 inches OK CAvailable uniform Load for Solar Panels= 29.92 psf Check Beams for Shear C d= 27.3 in' t,.= 0.57 in_ Axx�tw= 15.561 int (A.I.S.C.Manual of Steel Construction,Third Ed.) Existing Reaction,R=w1/2= 38.42 kips C 4=R/A= 2.47 ksi Fv.0=0.4Fy= 14.40 ksi OK Available uniform Load for Solar Panels= 31434 psf CMinimum allowable reserve load on the beam= 19.89 psf C E C E U cLONGSPAN STEEL JOISTS , LJ -SERIES Li E STANDARD LOAD 'TABLE FOR LONGSPAN STEEL JOISTS, LJ-SERIES c Based on Allowable Stress of 22,000 psi cAdopted by Steel Joist Institute and American Institute of Steel Construction,Inc.,July 1, 1966 The black figures In the following table give the TOTAL safe Standard top chord pitch is%inch per foot.If pitch exceeds this uniformly.distributed bad-carrying capacities, in pounds per standard, the load table does not apply.The load table may be linear foot,of U-Serles Joists.The weight of DEAD loads,Includ- used for parallel chord joists Instated to a maximum slope of inq the Joists,must in all cases be deducted to determine the !�Inch per foot. LIYEload-tarrying capscitlesof the Joists.The approximate DEAD load of the Joists may be determined from the weights per linear When holes are required in top or bottom chords, the carrying foot shown in the Rabies. capacities must be reduced in proportion to reduction of chord j—► areas. L Ther6d figures In this load table are the LIVE loads per finest foot The top chords are considered as being stayed laterally by floor of Joist which will produce an approximate deflection of 1/360 of slab or roof deck. the span. LIVE loads which will produce a deflection of 1/240 of the span may be obtained by multiplying the red figure by 1;5. Loads to the right of the heavy vertical lines are to be used for roof In no case shall the total load capacity of the Joist be exceeded.* construction only. This load table applies to joists with either parallel chords or stand. Loads below heavy stepped lines are governed by maximum end reaction. aid pitched top chords.When top chords are pitched,the carrying capacities are determined by the nominal depth of the joists at The approximate joist weights per linear foot shown In these center of the span. tables include accessories. Maximum Approx.Wt. Depth End CLEAR OPENING OR NET SPAN IN FEET Jost In Lbs.per In Reaction DeNtinstien Linear Ft. Inches lbs. 23 26 27 2e 29 30 232 2231g2 23113 234 35 36 E18UO2 13 18 4401 343 294 0 N 21f2." 994° t7r60 26t 2 i s5 iag5' 18003 14 18 4902 382 1461 ?1%2 21&1 x`5°10 hI370 L§�3 &487 h23 M9 207 1196 38004 16 18 5762 9 3413 4 7 �3 x41 �x fa 1so66 2 41 2 7 18LJ0S 17 18 6442 502 44745 4� M6 398 1VI 8741. 248 22159 HJ F115 27�° g 5g 511� 7� 3g3�4q 3gg g 1a006 19 18 7610 8 d� #94a� s4z0 X87 35l" 3 a 2 I€ # 140 32 i4Z fn C 18U07 20 is 7912 M 66312 ff �6&5 3IT16 34oI0 6 634 2 -3:15 77 18uoa 22 18 8529 664 :05 aoe8 s�70c5 34374 3 7 2a 2398 256 1aU09 24 18 8803 685 660 316 4304 + 5 1 3545653 554420&54 2539 zSa 18010 27 18 9489 739 7116%5182 ;"9 {x'618 t 4 of 37tS7 8436 34 290 c 18011 29 18 10018 780 751 724a 5 64583 632 178 546 516 1 S 498 453 at-4 79 348 0 18012 32 18 30358 807 776 748 722 t {5644 4495 411 377 375 23 26 27 24 29 -30 X21 232 32 34 233 36 37 36 ' cls 40 20003 14 20 4979 388 369. 351 334 3i7 8 2354 p L' 6 111 2 65 1"802 219 208 1697 i 87 178 20004 16 20 5954 464 439 416 2$975 249 85'66 2837 2>? X28#811616 2851 238 I5e6 216 3f 54 20005 17 20 6545 510 485 461 439 4il4 99 8�1 2 2s$fi 23808 2181 Zo 6 262 21 186 729 2607 c 20006 19 20 7732 702 579 X559 530 298 466 4737 410 386 364 344 326 308 293 278 265 5 499 4 4 407 3 it 337 308 282 239 238 220 203 188 174 20007 20 20 8262 643 619 557 541 489 459 432 408 385 365 345 328 311 296 S ! SIQ 46 4 :f 382 349 319 9 270 249 230 213 198 20008 22 20 8977 699 673 648 626 ass 313 5,67 2a3 3'672 3ss3 32 7 3003 2 O1 280 361 224 C 20009 24 20 9325 726 699 674 .650 618 608 554 522 493 467 442 420 399 379 6I SSJ S,if, 461 421 386 3b4. 326 300 278 257 239 20U10 27 20 10053 783 753 726 701 677 655 f 615 580 548 519 491 466 443 421 fi25 568 517 472 433 397 365 337 912 89 268 20011 29 20 10358 807 776 748 722 698 675 654 634 615 550 522 496 472 42r 571 522 478 439 404 373 344 319 296 20U12 32 20 11058 861 829 799 771 745 721 698 677 656 637 620 603 572 543 517 C 65{1 620 566 518 476 438 404 374 346 321 20U13 36 20 11569 901 867 836 807 779 754 730 708 687 667 648 631 614 569 648 593 S45 501 462 1427 96 367 C LT-19 STIIEL JOIST INSTITUTE 'ffp IM M u STANDARD LOAD TA.BLE, LJ-SERIES M Based on Allowable Stms of 22,000 psi Maximum 1__! Approx.Wt. Depth End CLEAR OPENING OR NET SPAN IN FEET Jeirt In Lbs.per in Reaction ` Oeslinatlon Linear Ft. inches Lbs. 33 34 3S 1 36 37 36 39 40 41 42 43 44 45 4-6 47 Ia 24004 16 24 5538 329 315 202 290 279 268 258 248 236 225 215 20b 197 188 181 173 96 273 251'223927 215 22009f 185. 173 161 15.1' 141 132 124 116 24UOS 17 24 6076 361 347 334 12202 295 rt3 21 X33 15� z4 23 222 266 2? 201 194 4p7 g 75 g 2 7 145 137 24006 19 24 7457 443 427 382 3 33i4 300 27s 25s 2 G 2za las iii 282 ?7o z ?so �1 24007 20 24 8214 488 468 449 431 414 398 379 360 343 327 312 298 285 273 262 251 432 398 367 939 314 291 27.2' 252 23353 224 206 193 181 170 Lj 24000 22 24 9662 574 55245 482 4�" 4092 3778 35511 325 3302 2382 263 245 230 215 202 290 24UO9 24 24 10266 560 537 513 487 464 442 421 402 384 368 352 337 324 574 527 414 3.83 355 330' 308 287 298 251 235 221 207 24010 27 24 10884 646 627 610 593 577 563 540 514 490 467 .446 426 408 391 374 359 590 543 504 63' 428 398 870 344. 321 300 281 263 247 232 24011 29 24. 11447 680 660 641 624 6�7 9 5 563 542 521 499 477. 457 437 419 402 600 5 4 S12 474 AUL 381 355 332 310 291 273 256 24U12 32 24 12245 727 706 686 f67 650 633 617 602 587 574 548 24 501 480 460 441 62 601 556 51S 478 444 337 316 296 278 24013 36 24 12604 748 727 706 .687 669 651 635 611 604 590 577 564 552 528 506 486 635- 589 54 504, 473 441. ♦12 6 361 339 318 24U14 38 24 13136 780. 757- 736 716 697 679 662 646 630 615 501 588 563 539 517 665 617 572S32 49+5 462 432 404 378 355 :334 41 42 AS 44 45 44 47 44 49 SO 51 52 53 S4 S5 56 28U06 19 28 70a1 in 210 ,789 270 252 237 222 208 296 ?S° 274. ?64 255 14078 ?39 132 t1 2OU07 20 28 7750 372 360 3;g 337 326 316 304 292 281 271 261 252 243 234 226 218 349 $Z6 304 285 267 250 235 221 208 196 185 175 166 157 149 1� 20LJ00 22 28 9145 439 423 425 388 372 357 343 330 317 305 294 284 274 264 255 246 4211 391 3 341 319 .299 280 263 248 233 220 208 196 186 176 167 ULM 24 28 10229 491 473 456 441 424 407 391 376 362 348 336 324 312 302 291 281 151 429 400, 374 350 328 308 289 272 2'56 241 228 215 204 193 183 2JeU10 27 28 11145 535 516 .498 481 465 449 434 418 402 387 373 359 347 335 323 312 4 479 447 417 390 366 343' 322 303 266 269 254 240 227 215 204 28011 29 28 11904 558 539 521 504 487 471 456 439 423 408 393 379 366 353 341 569 405 380 357 336 316 298 282 266 252 238 226 2W12 32 28 12833 615 587 4 550 531 513 496 478 460 443 427 413 398 384 576 536 502 470 365 344 324 306 289' 274 259 246 1 2OU13 36 28 13683 656 64 626 612 599 5 6 551 529 509 490 472 455 438 423 "4. 574 537 503 472 444 417 393 371 350 331 313 296 281 2OU14 38 28 14313 687 670 655 640 626 613 600 588 576 65 544 523 504 486 468 452 645 604 565 530 497 467 439 4 348 329 312 296 2OU15 41 28 14758 708 691. 675 660 646 632 619 '606 5941592 5711 560 550 530 511 493 639 1599 1562 528 1497 4" 441 416 394 1372 353 1334 49 50 51 S2 33 1 54 155 56 57 1 5e 59 140 141 142 63 64 C 32007 20 32 7400 298 288 278 269 259 251 242 235 227 220 213 206 200 194 189 183 293 276 260 245 232 219 208 197 187 177 169 160 153 145 139 132 1200@ 22 32 8493 342 330 318 307 296 286 277 267 259 250 243 235 228 221 214 208 329 310 292 276 260 246 233 221 210 199 189 180 171 163 156 149 32LM 24 32 9784 394 380 366 353 341 330 319 308 298 289 280 271 263 255 247 240 CI 362 341 321 303 287 271 257 . 243 231 219 208 198 189 180 171 164 32U10 27 32 10653 429 416 404 392 379 366 353 342 331 320 310 300 291 282 274 266 403 379 $Sa 338 319 302 286 271 257 244 232 221 210 200 191 182 92011 28 32 11522 464 451 435, 418 403 388 374 361 349 337 326 315 305 295 286 277 421 397 374 353 334 316 299 284 269 256 243 231 220 210 200 191 12012 30 32 12987 523 502 483 465 447 431 416 401 387 374 362 350 339 328 318 308 383 362 343 325 306 292 277 264 251 239 227 217 207 C 32U13 36 32 14878 599 575 565 544 525 506 488 471 455 440 426 412 399 387 375 555 522 493 4 416 394 373 354 336 320 304 290 276 263 251 32014 38 32 15334 617 605 593 56.1 541 522 504 487 471 456 441 427 414 401 U6 552 S20 491 464 ♦ 6 374 355 33B 321 306 291 278 265 32U1S 41 32 15858 638 625 613 602 590 5 5' . 550 532 514 497 481 466 451 437 622 587 554 524 495 469 445 4 4 329 313 299 32U16 48 32 17296. 696 682 669 656 644 632 621 610 89 579 0 60 552 535 518 649 613 Soo 549 521 494 469 446 424 404 385 1367 1350 57 6a 59 40 61 62 1 43 44 1 65 I 66 67 60. 69 70 71 72 iiUOo 22 36 7871 269 22553, 2a3 23 220 J34 2274 2190 182 178 203 197 166 259 152 146 140 iia CI ULM 23 36 9169 318 308 298 288 279 270 262 254 246 239 232 225 219 212 206 201 261 �2�67 253 :241 2230 219_ X209 199 190 182 174. 1.,0 159 .152 146 140 ifU10- -26- 36 10149 352 $41_ 33 267 20l ,204,22 V3 220 210. 267 292 18 275 b� 262 2125 $full 28 36 11100 385 373 361 350 340 330 320 311 302 294 286 278 270 263 256 249 345 $27 314 296 282 269 256 244 233 223 213 204 195 187 179 172 36ul2 30 36 12657 439 424 410 397 384 372.'360 349 339 329 319 310 301 292 284 276 C 375 "356 338 322 307 292 279 266 254 243 232 222 212 204 195 187 sfuls 36 36 15108 524 510 497 482 467 452 438 425.412 400 388 377 366 356 346 336 41A 432 410, '39[! 372 354 3:i8 322 308 294 281 269 258 247 237 227 36U14 38 36 16221 5$3 535 517 501 485 470 455 441 428 416 404 392 '381 371 360 481 4 413 393 315 357 341 326 311 298 285 273 261 250 240 36015 41 36 17108 593 573 564 546 528 512 496 481 467 453 440 427 415 404 393 542 5 S' 4E9 6 t J84� 351 335 324 307 294 282 271 C 36016 48 36 18433 639 628 617 9 570 561 553 537 521 507 492 479 466 635 ,603„ 73 `b45 519 495 472 450 430 4 39 8j� 36Q_ 315 330 317 SSU17 54 36 19768 683 671 0 644 639 628 619 609 600 591 5i2 574 65 557 550 535 650 618 589 561 5.85 511 488 466 846 1 427 406 39f 375 1360, LT-20 U C Ufdted Steel8"hr. C E8, BI, BA, BIA Wide Rib Beck Uniform Total Load I Load that Produces VM Deflection,psf Span �9 Span Came E Condition 5'0" .'S'6" 6'0" 6'6" T0" T6" 610" 816" 9'0" 9'6" 22 101 189 84167 70152 SINGLE 20 133/116 110187 93167 79153 68142 18 1011163 1501122 126194 107174 93159 811,18 71110 63133 C 16 2351210 1941158 1631122 139196 120177 104162 92151 81143 72136 65131 _22_ 10512151_87/162 73/124 . 63198 54118 DOUBLE 20 1361278 1131209 951161 1 811127 701101 61182 54168 10 1881392 1561295 13212271 1121178 971 143 851116 74196 66160 59167 53157 E 16 235 1508 195 i 380 16412931 1401230 1211184 106/150 931123 821103 74187 66/74 22 131 k 1 1081126 91197 78/77 67161 TRIPLE 20 169/218 1401164 1181126 101199 87179 76165 67/53 11 2331307 1941231 1631178 1401140 1211112 105191 93175 82162 73153 C16 2921396 242/297 2041229 1751180 1511144 1321111 116 191 103/81 1 9210 F, Intermediate Rib Deck EUniform Total Load I Load that Produces 117M Deflection,Psf Span Gage Span Condition 4.0» 4.6" $'0" 5'6" 6'0" 1 6.8" ro- re 6'0" 6.6" �i 22 1081 133 66194 69 168 57151 SINGLE 20 1331174 1051122 $5189 71167 59152 u 18 1631246 1451173 1171126 97195 81173 69 157 60146 22 1151321 911226 741164 611 124 52195 44175 C DOUBLE 20 1401420 111/295 90/21S 741162 631124 53196 46178 r 18 1891593 15014% 122/303 1011228 851176 72 1138 62/111 54190 48/74 42162 22 1431251 114/176 921129 76197 64174 55159 TRIPLE 20 1741329 1381231 1121 168 931126 78197 67177 58161 18 2361464 1871326 1521238 126/178 1061 137 901 108 78187 66170 60158 53!48 NS, N1, NSA, NIA 3" Deep Rib Deck LUniform Total Lead/Load that Produces 11240 Deflection.psf Span Condition Gage � — 10'0" 1 10'6" 11'0" 11'6" 12'0" 12'6" 13'0" 13'6" 14'0" 14'6" 22 49142 45136 41132 37/28 SINGLE 20 65154 59141 54 140 49/35 45131 41128 39125 18 91178 82167 75159 69151 63145 58140 54 f 36 50132 46128 43126 16 1111106 106192 97180 89170 81162 75154 69148 64143 60139 56135 E22 551 101 50187 46176 42167 39159 36152 33146 31 141 DOUBLE 20 711 130 65/112 59197 54185 50175 46166 42159 39 153 3714734 43 1s 981 188 891162 811141 741 124 681109 63196 56/86 54176 50169 47162 16 1231256 1121221 1021 192 931 168 061148 791 131 73/117 681104 63193 59184 22 69/79 63168 57159 52152 48146 44141 41136 38132. TRIPLE 20 891 101 81 186 74176 67167 62159 57152 53146 49141 46/37 43133 1s 122/147, 111/127 101 1 111 92197 85185 76175 73167 67160 63154 58146 16 1 153/2001 13911731 12711511 1161 132 1071 116 9811031 91 191 1 85181 1 79/73 73166 C E ASO L0AD TABLES 7 4 L `RO05wDEC1K DATA BASE tVi;!f S AT'tRlKrTt TYPEB DECK TYP19P DECK (� TYPE H DECK S i. !v,:",Sv Anr,S,,air.. SHl,NSA,14}A3 piopedips aer forst of wdili NoEe r Ga + " 26� 18'� i6 -22 20 10 2 ; 20 18 16 values were calmlland Ils+;lp Hie -.!i C _ lh+ckner> 0 9 � A 1 mil4 A"_� „023 Avis 0474 079_ '.4355 Odi4 OS F SperifcaGon . The sub:xrr!s:w t:te y i5 p i 1;7 21 I `2R 1 t 9 5 i.6 " _7F 2 G 21 5 t 33 41 Pos;hve er negative t)pnd+hn 0.1? 0✓� f"9 31� e40 0.13 i 0.17 0.24 OAA QW, 1.19 L62 ��(_�_!_- ._ ___- )_ �Y Ailowabie end roeclion.net font n. 1 1,n! 0.20 024 032 1 044 0.15 . 0.19 -' 0.25 Oz, 1 104 1.38� 1,75 0.19 + 025 '; 014 1 0.440.37 0.49 , OM + 0.68 dealt width with 2"hearing. t 5 F 0.20 025 036_-0.45 0.1- 4 f" 0.17 023 0.42 3_051 0:74 093 �-1 ? Fxt.R.%s. 450 620 1010 1860 440 610 t 1090 370 ! s5n� 700 1410 3. AOowabie eno reaction pet fuel!It 3 _ExLR,k S. 540 7� 1 2100 5411 i 170 11d(I 390 1 531 81a�0 �159p deck width with 3"bearing 4 `lr*R,A)s. lzr41830 1120 ; 4670 12 U- 1800 3070 940 i310 + 2370 " 3800 5 kt.R.Ibs. 1320 '3200 i 4750 13M f 1054 3190 1000 1580 I 2700 . 4029 4• Atiowabla intedot reaction per fool �' r of deck width with 4`beano G U,Ws. 192.0 + 2300 3000 3780 1970 ! 2350 3120 2a.A �3390 �. 4956 6180 9• 7 Max.t span 5 t0"_1 Va- i 80 t 9'1° S2'` ' 5'11" 1w, 11'5" 13'0 _t 15'8' 183" 8 Max2 �1i".. T10'. 9'S~` ia9" 011' 7'0" 5`411 13'5" 153 1 18,F 21.6 S. Allowable inteliw reaction per font 9� Max.Canl. 1.'11" 2`4" 1210" 31" 17' 1S" - 1'10" 3"6" 4V" 1 4'10" , SS" of deck width with 5"hearing, to FMS 1 4b"' 66" 7'S" 4'11" SS" 0`3" 6. A!owab!e verfirzi shear par fold of 1__t Type 8 e1 EA e1A wide;. Do not confuse this with RA, _ horizontal diaphragm shear strength. 7. Maximum recommended single E type is: r�11'J: span for roofs. S. Maximum recommended multi 36"Coveiage(SA span for roofs. (30"Coverage(830)and(8130)also avallattle) 9. Maximum recommended cantilever span based on SDI criteria Values are Typo dl J"- �� J' sensitive to adjacent spans as they are controlled by deflection. For this table adjacent spans are assumed to _ 36"Coverage(81311 be at least 1.5 limes greater than the cantilever span. Call if you need a Type more precise calculation 10. Maximum spans for Factory �C-1'/," Mutual Class 1 construction. Refet to r the FMRC Approval Guide. Type IF I ( 11. B Is generically knowli as"wide G" rib°deet;F is"Intermediate rib"and 36"Coveiage the 3"N is'deep rib" (30"Coverage t1":i0)also available) 12. The deck type 8 means net side �--! lap;BI Is"interlocking'sidalap-SI is Type NS, N1r NSA, Nil not available in 16 gage;SA and SIA ILr means the decks are acoustical. F 2 5' 1 deck is only available with the flat a sids!ap, NS is eat sidelap and NI is Type NS i - 3„ interlocking NA and NIA are acoustic 1� � decks Getter sidelap connections;re r obtained by screwing or welding through the gat sidelaps and this is fFe zd'Coverage recommended type 13. Lnformatior,r:of provided or,this Type hof 1 I" chert lay be obtained From our n � --- Summit,NJ office C ASO DATA BASE C 5 C r LJ r 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS f 1 16.00: continued City/Town P pr' V Ss St Ckynown Pr V Se S, Blackstone 40 35 103 0.24 0.064 N044* 40 35 105 0.25 0.065. Blandford 50 40 90 023 0.066 N.Adams 60 40 90 0.22 0.069 Bolton 30 35 100 0.26 0.069 N.Andover SO 30 100 0.33 0.075 Boston 40 30 los 029 0.068 N.Attleborough 35 30 103 0.24 0.063' Bourne 30 25 115 021 0.056 N.Brookfield 30 33 95 0.23 0.066 Boxborough 50 35 100 0.28 0.070 N.Readtng 50 30 105 0.32 0.073 Boxford 50 30 105 0.33 0.075 NW01 40 33 90 0.22 0.066 Boylston SO 35 .100 025 0.067 Noah 50 33 100 015 0.067 Br bvm 33 30 110 0.27 0.066 Northbridge 40 33 100 0.24 0.063 LJ Brewster 25 2S 115 0.18 0.052 Northfield 60 35 90 024 0.070 Bridgewater 30 30 110 0.24 0.062 Norton 3$ 30 110 0.24 0.063 Brimfield 40 33 95 0.23 0.063 Norwel 3S 30 110 0.26 0.064 [� Brockton 35 30 110 0.23 0.064 Norwood 4(t 33 103 026 0.063 IU Brookfield SO 35 93 023 0.063 Oak(Bluffs 25 25 120 0.11 0.031 Brookline 40 30 103 028 0.068 0akhtmt s0 .35 95 0.24 0.067 Buckland 60 40 90 0.22 0.068 OMP 60 35 90 024 0.070 C Burlington 50 30 100 0.30 0.071 Orleans 25 2S 113 0.18 0.051 Cambridge 40 30 105 0.21 0.066 Otis 50 40 90 0.23 0.066 Canton 40 35 103 0.26 0.0ei6 Octad 50 35 1001 023 0.065 Carlisle SO 30 100 0:29 0.071 Palmer 40 35 95 1 0.23 0.066 C Cava 30 30 113 024 0.060 Paxton SO 35 100 034 0.067 Cherlemtont 60 40 90 0.22 0.068 Peabody 50 30 105 031 0.072 Chariton SO 3S 100 0.23 0.065 Pelham 40 35 95 0.13 0.067 Challtsm 25 2S 115 0.17 0.050 Pembroke M 30 110 023 0.063 Chelmsford SO 30 100 0.30 0073 1 60 35 95 030 0.073 Chelssa 40 30 105 0.29 0.069 Palm 60 40 90 022 0.067 Chesham . 60 40 90 0.22 0.068 Petenbam 30 33 95 024 0.068 Chester 60 40 90 0.22 0.066 PhMipsmn 60 35 95 024 0.069 Chesterfield SO 40 90 0.22 0.067 Pin"d SO 40 90 022 0.067 �i Chico 35 . 35 9S 0.23 0.066 Plainfield 60 40 90 022 0.068 Chilmark 25 25 120 0.11 0.051 PiahMIk 40 33 105 024 0.063 Clarksbu% 60 40 90 0.22 0.069 Plymouth 23 30 115 0.24 0.060 Clinton SO 33 100 016 0.068 Plym 30 30 110 0.24 0.061 C Cohnsaet 35 30 110 0.27 0.066 Princeton 50 35 91 0.25. 0.069 Cohin 60 40 90 023 0.069 Avvineetown 25 25 113 0.22 0.051 Concord SO 35 100 0.29 0.070 Quincy 40 30 110 027 0.067 Conway SO 40 90 0.22 0.068 Randolph 33 30 110 026 0.065 C tlam ils"a 60 40 90 0.22 0.067 Raynhant 3S 30 110 014 0.062 Dalton 60. 40 90 0.22 0.067 Readieg SO 30 ,105 0.31 0.072 Danvee SO 30 105 0.32 0.073 Rehoboth 35 30 110 0.24 0.062 DaKmouth 30 30 115 0.23 0.038 Revere 40 30 105 0.30 0.070 Dedham 40 33 103 0.26 0.066 Richmond 50 40 90 022 0.067 Deerfield SO 3S 90 0.23 0.061 Roebaler 30 30 113 0.23 0.039 Demris 30 25 115 0.19 0.052 Rockland 35 30 110 0.26 0.064 Dighton 30 30 110 0.24 0.061 50 30 110 093 0.073 Douglas 40 33 100 0.73 0.064 Rowe 60 40 90 0.22 0.069 Dover 40 33 103 0.26 0.066 Row SO 30 105 0.34 0.075 Drawl SO 30 100 0.33 0.075 Royalsten 60 35 90 0.25 0.070 Dudley SO 35 100 0.23 0.064 Russel 40 40 90 023 0.066 rDunstable 50 35 100 0.31 0.074 Rutland SO 35 9.1 024 0.068 Duxbury 30 30 110 025 0.062 Salem SO 30 lost 0.31 0.071 1?Bridaawater 35 30 110 0.23 0.063 Sdisbmy SO 30 103 0.33 0.077 E Brookfield 50 35 100 013 0.066 Sate weld SO 40 90 023 0.066 EF. Lo endow 35 35 95 0.23 0.065 SaaMcb 30 25 113 0.22 0.058 Eastham 25 23 .115 0.19 0.052 Saugus 40 30 IN 0.30 0.070 'The design Bemet snow load shall be the larger ofthe calculated Nat roof snow Ind using Ps or the value of Pi listed in this tablet. E1131/14 (Effective 12/6/13)-corrected 780 CMR-Eighth Edition-80 C c c c c c� c c c APPENDIX C PANELCLAW CERTIFICATION c c' c c c C Structural Assessment May 2016 Li l� [ILA 01 16 ENGINEERING llC 50-S Audubon Road Wakefield,MA 01880 978-774-1884 May 27,2016 h Building Department 1600 Osgood Street L' Building 20, Suite 2035 North Andover,MA 01845 RE: Proposed Roof Mounted Photovoltaic Arrays at 1600 Osgood St. �i 1600 Osgood St.,North Andover,MA 01845 '-' BMC Project No. 16-1325 To Gerald Brown, (Building Inspector), The intent of this letter is to notify you that BMC Engineering has evaluated the proposed installation of the"Polar Bear III"ballasted solar array system manufactured by Panelclaw,North Andover,MA.The solar arrays are to be installed on roofs of Building Nos. 20,21 and 70 owned by Ozzy Properties. f—' LJ Per the 8h edition of the Massachusetts Building Code 780CMR, design wind load shall be calculated in accordance with ASCE 7-05, Section 6. In accordance with section 6.5.2 �i of ASCE 7, structures having unusual shapes or response characteristics, (such as solar panels) shall be designed using recognized literature documenting such wind load effects or shall use the wind tunnel procedure specified in section 6.6. The Panelclaw E Photovoltaic ballasted system has been tested by the Engineering Research Center at the Colorado State University, Fort Collins, CO. in accordance with the provisions for the Wind Tunnel Procedure. The results of the testing have been published in a Final Report dated August 18,2008. ASCE 7-05 limits the results of a Wind Tunnel Study to a lower bound equal to 80% of C the wind loads determined from section 6.5. According to ASCE 7-05, this lower bound limitation can be neglected if it can be shown that the Wind Tunnel tests do not consider shielding from nearby structures which is the case for this Panelclaw Wind Tunnel C Procedure. Therefore it is our opinion that this ballasted system conforms to the Wind Tunnel Study requirements. C The panel array system has been designed for this specific building location by Panelclaw Inc.,North Andover, MA in accordance with the results compiled from the Wind Tunnel Study. The overall ballasted system weighs a maximum of 6.9 pounds per square foot for Ewhich the existing structures were shown to be adequate for. Ballasted PV certification 1600 Osgood St.,N.Andover 1 of 3 E n The project specific design criteria for the proposed ballasted roof mounted solar array installation is based on the most stringent requirements of the building code as follows: - EBuilding 20/21 Building Mean Roof Height=45 feet C Building length= 1044 feet Building width= 100 feet Building 70 Building Mean Roof Height=40 feet Building length=540 feet Building width=245 feet Snow Loads Per 780CMR 1608.1,design snow loads on the solar panels,with the exception of the ground snow load, are calculated in accordance with ASCE 7,chapter 7: - rt Ground Snow Load,pg=50 psf(780CMR Table 1604.11 updated 12/6/13) Snow load Importance factor, Is= 1.0(Table 7-4) Thermal Factor,Ct= 1.0 (Table 7-3) n Exposure Factor, Ce= 1.0(Table 7-2) L, Roof snow load,pf=35 psf Snow drift loads are not considered necessary for building nos. 20,21 or 70. CBuilding Code Wind Loads Per 780CMR 1609.1 design wind loads on the solar panels,with the exception of the basic wind speed, are calculated in accordance with ASCE 7,chapter 6; - C Basic Wind Speed,V= 100 mph(780CMR Table 1604.11 updated 12/6/13) Wind Importance factor, IW= 1.0(Table 6-1) Wind Exposure Category is considered to be category C (Section 6.5.6.3) Roof Pitch= 1/8"per foot to interior roof drains The Panelclaw design verification is based on the following: - a. IBC 2009MBC Chapter 16, Structural Design as amended by MBC 8a`edition b. ASCE 7-05—Minimum Design Loads for Buildings and Other Structures EC. Wind Engineering Study of 6x6 Array of Panelclaw Photovoltaic Roofing System,Final Report by Bogusz Bienkiewicz dated August 18,2008. EEngineering Research Center,Colorado State University, Fort Collins, CO. C C C Ballasted PV certification 1600 Osgood St.,N. Andover 2 of 3 C E EBy this letter, I certify that the Panelclaw ballasted system, when installed in accordance with the parameters of the Wind Tunnel Study for the above project specific design loads C meets the requirements of the building code. Backup calculations are available upon request. CShould you have any questions regarding the project,please feel free to contact me. Very Truly Yours, BMC ENGINEERING,L.L.C. K OF COUNT J. n o G AU AGHEA L Colin J. Gallagher,P.E. CML v No.30114 Project Manager 'O�+ 9F o� �tSTERu� El ONA E c c c c c c c F E c Ballasted PV certification 1600 Osgood St.,N.Andover 3 of 3 C --3 C-7 C-7 C-7 C-7 C-3 C-71 C-3 C- 8 7 6 5 4 3 2 1 Sita Design Cr,arla-flat Roof PV System Bas,of DwIV GENERAL NOTES: SHEET INDEX pane I0 Roof Uw Loed(psf)l 20(so,note l) 1. ALL SITE,PROJECT,AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM NO. DESCRIPTION C awl Ground Snow P,(psf) SO INFORMATION PROVIDED BY CUSTOMER.PANE LCI.AW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO PC-1 COVER SHEET Flat Roof Snow PR,f) 42 CHANGES TO THESE DRAWING DETAILS AND ARRAY LAYOUT CONFIGURATIONS.ALL INFORMATION CONTAINED WITHIN PC-2 ARRAY SITE MAP PANELCLAW,INC. THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER.ANY CHANGES OR MODIFICATIONS TO 1570 OSGOOD ST.SUITE 2100 Snow lm"--F.—(1.) 1.0 THESE DOCUMENTS,CONTAINED INFORMATION,OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS MUST BE PC-3 TYPICAL ARRAY DIMENSIONS NORTH ANDOVER,MA 01845 Wind Dxlgn Date SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL - PC-4 RACKI NG COMPONENTS TEL 918.688.4900 D UN.Wind Speed(mph) N/A 2. REFER TO AND FOLLOW THE APPROPRIATE PANELCLAWPC-5 BALLAST LEGEND INSTALLATION MANUALS AND PROCEDURES DURING THE 1.;978.688.5100 INSTALLATION PROCESS.NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE WWW.Panelclaw.com D Nom.Wind Speed(mph) 144 COMPONENTS OR MAY VOID THE PRODUCT WARRANTY. PC-6 BALLAST LAYOUT-1 Occupanry Category 11 3. ARBAYED AKS:ALL ARRAYS THEARMYDIAGRAMSE REQUIRED TO RE ON PAGACK�FEET OROROMN IPOOONAL ES ARRAY SBALLAST PAGES. PC-7 BALLAST LAYOUT-2 STAMP: SPECIFIED AND CALLED OUTARRAY ONTHESHEETS MR BALLASTING THIS PAGE REQUIREMENTS BASED ON THE ROVIDEPAGES. PC-8 BALLAST LAYOUT-3 Internal Preuura Coefficient N/A 4, REFER TO THE SPECIFIC ARRgY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION. PC-9 BALLAST LAYOUT-4 Design Life(years) 25 YEARS S. SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS,MECHANICAL ATTACHMENTS(IF APPLICABLE),PV 'PC-10 BALLAST LAYOUT-5 MRI Adjustment F—, 0.93 MODULEAND BALLAST BLOCKS FOR MAXIMUM SYSTEM POINT LOAD SUMMARY(PIS),REFER TO CALCULATIONS, PC-11 BALLAST LAYOUT-6' Wind Exposure C 6. PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF PC-12 BALLAST LAYOUT-7 THE STRUCTURE TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM.SUPPORT STRUCTURE TO BE CandC pressure(psft )see nae2) - CHECKED BY OTHERS. PC-13 BALLAST LAYOUT-8 Earthquake Design Data 7. MICHgNICALATTACHMENTS LOCATEDON NORTHERN AND SOUTHERN MODULE ROWS MAY EXPERIENCE UPLIFT FORCES. PC-14 BALLAST LAYOUT-9 PLEASE REFERENCE STRUCTURAL CALCULATIONS FOR WORST-CASE VALUE. Risk Category 11 8. ALWAYS ALLOW 6'CLEARANCE BETWEEN ARRAYS AND AU FIXED ROOF ONECfS OR ROOF EDGES.REFER TO LOCAL FIRE PC-15 BALLAST LAYOUT-30 Importance F.—(Ie) 1,00 CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH MAY GOVERN DESIGN. PC-16 BALLAST LAYOUT-11 Component Importance F.—(A) 1.0 PC-17 BALLAST LAYOUT-12 Mapped A—I—ion Parameter(Ss) 0.330 1PC-18 MECHANICAL ATTACHMENT DETAIL Mapped Acceleration Parameter(S 11 0.075 Seismic Sit.Class D-ASSUMED Design Spearal Accelentlon Parameter(Sds) 0.338 o C Design Spe-al Acceleration Parameter(Shc) 0.12 �A C Sel'mm Design category(SDC) 'Y-'(') so. nate3 'tf Base Design Shear-Fp a W 0.16 w DRIFTED SNOW LOAD POTENTIAL I Seismic Response Ceefficient(Cs) N/A(see note 4) Response Modification FiRor(R) 2.5 - PANELCLAWHAS IDENTIFIED THIS PROJECT AS POTENTIALLY HAVING SIGNIFICANT - 2 Analys,Procedure ROOFTOP OBIFTED SNOW LOADS.PLEASE HAVE THE SE REVIEWING THE ROOF a—3 STRUCTURE FOR POTENTIAL SOLAR APPLICATIONS CONSIDER DRIFTED SNOW D-Ign Cod,(with I—I mendmanb) MA ST B.C.Sth Ed. LO ADS IN THEIR ANALYSES.IF DRIFTED SNOW LOADS ARE PRESENTWITHIN THE PROPOSED ARRAY FOOTPRINT(S),PROVIDE PANELCLAW A DRIFTED SNOW LOAD ASCE 7-05 PLAN SO WE CANAVOID THESE AREAS OR PLAN FOR ADDITIONAL LOADS ADDITIONAL CODE PROVISIONS SEAOCPV1-2012 ACCORDINGLY.IN GENERAL.DRIFTED SNOW LOADS CAN AFFECT MODULE SEAOC PV2-2012 SELECTION(I.E.MAX PSF)AND MINT LOADING FROM PANELCLAW BACKING TO THE ROOF STRUCTURE. O F w•Nw r•A•w.,.r••a+<e>•Wsw,w own aw•m.mro,rxm� g — E k ,¢R• SCALE: n' . aNIYY�tf� ORIGINAL SIZE 36"X24" i SHEET SIZE ARCH"0" PREPARED FOR: OSGOOD SOLAR PROTECT: a OSGOOD SOLAR y ROOFTOP LOCATION: A 11600OSGOOD STREET A yQ° NORTH ANDOVER MA 01845 SHEETTITLE: COVER SHEET AERIAL PHOTO/SITE DIAGRAM NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 n 1 PROJECTSUMMARY pane fff0 MODULE TYPE HYUR4ai HI5 535071 claw lOfi3' MODULE DIMENSIONS(IN.) 39.29-17R1.97 UMBER OF MODULES PANELCLAW,INC. 1570 OSGOOD ST.SUITE'2 LOU MODULE WATTAGE IW STC) NORTH ANDOVER,MA 01845 SYSTEM SIZE I—STC) 2426.6TEL:978.688.4900 SYSTEM WEIGHT(LB) 969356 FAX:978.688.5100 D JW WWW.P4041dr,,.40R, D ' 1 SYSTEM AN.(IQ 1.) 1)3443 NUMBEROFARRAYS 24 STAMP. ARMYTILT(DEG) 5.0 IQi POLAR BEAR'IB XD S'-Kh PROJECT PART QUANTITY 4i� F REM PARTNUMBER QTY ❑) )� �❑ SOUTH SUPPORT 500011] 824 I STANDARD SUPPORT 4 5000301 13866 6 LON6BAUASTTMY'ffx 200054103 1122 SHORT BALLAST MY 200054101 —6 f7' W-11, 31-6� poml CLAW 2000/9301 13866C82 NARDWARE•CLAW 500015001 292C ff ,l ll 1r' BOLTKIT-BAUASTTRAY roW M w room 5 CONCRETE MASONRY UNITN/A 154E5B5B MECHANICALATTACHMENT032501 47 ca ATTACHMENT BRACKET,A 200055103 47 16 15 14 18 'r t B - EXISTING ROOF PERIMETER B (WHEN PARAPET EXISTS, - THE ROOF PERIMETER IS THE IN SIDE FACE OF 22 THE PARAPE I) SCALE: 1196 �) TRA�'Llr�r �- ❑I f.__ ❑ IIC]� 'ROOF SETBACK ITYP) ORIGINAL SIZE X24" SHEET SHEET 512E ARCH CH"D" PREPARED FOR: U U 23 OSGOOD SOLAR 0 0 G o PROJECT: 0 0 i} w .. ❑ "- ROOF OBSTRUCTION -• OSGOOD SOLAR W/4'CLEARANCE(TYP)) v E ROOFTOP ,D 24 LOCATION: A 1600 OSGOOD A ARRAY 4(TYP) 5 v NORTH ANDOVER MA 01845 SHEET TITLE: NOTES: ARRAY SITE MAP ARRAY SITE MAP 1 SCALE: NTS PC-2 L. ALLDIMENSIONSSHOWNAREBASEDUPON INFORMATIONPAOVIDPAN EDTOELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE SOLAR ARMY.NOTIFY NOT APPROVED FOR CONSTRUCTION PANEICIAW OF ANY DISCREPANCIES. PEVISION: SHEET: 0 PC-2 8 7 6 5 4 3 2 1 C- 7 C-1 1-]-7 C--7 8 7 6 S 4 3 — 2 1 panc�aw• E PANELCLAW,INC. 1570 OSGOOD ST.SUITE 2300 NORTH ANDOVER,MA 0194S TEL 978.688.4900 FAX:978.688.5100 D www.P—Idaw.mm D THECIAWTOSUPPORT PT FONxEnXm. S MLE2IN THEOAWAND 9 STAMP: THE MOST NORTHERN LxILE OH TNF STA 0 SUPPORT. D W �f M (PROIFaED MODULE WIDTH) / G y C C D a e E (REPEAT DIMENSION NORTH SOUTH) Pw HOLESLES O.O.G (PANEL IENGTH) A (PEPEATOIMENGtal EAST WEST) I � 2 g SOUTH SUPPORT t B B ARRAY CROSS SECTION VIEW ARRAYTOPVIEW a SEALE: SCALE:NTS PC"R SCALE:NTS 1YY1RRl•�P� ORIGINAL SIZE 3WX74' SHEET SIZE ARCH"D" /�WNFNINSTAl11NGC THISMOWLFS,Bf SURETOUSFTHFMW111E / ROX PRINGOTORQUONGK WINTAIN CDf CIAWSTOWARD IUNCTHH! PREPARED FOR: a0%PRIOR TO TOROUEING TO MAINTMH COHSKTEHT SUPPORT ALIGNMENT. D OSGOOD SOLAR PROI[a: OSGOOD SOLAR ROOFTOP PW PN _ ttPICAIARMYDIMEN90Na LOUTION: A Pl PW PT PN p C D F E G 4 R W (DEG) (I) 0'0'R'• 1600OSGOOD STREET A uxns 1960 99a s0 9aa 19as vss 6F 16s aro 919 1a3 e7 eps 990 uao F3o u3 s.o 1s aa6 NORTH ANDOVER MA 01845 iN 39.19 1.97 3).32 79.1) 7.57 G09 ]0.61 3).35 7.10 3A2 30.86 39.16 03.31 16.93 5.65 5.0 1.9 OA6 •G.CR-Grund rwnaae repo ulaHOon•(PL•M)/(A•O) SHEET TITLE: TYPICAL ARRAY DIMENSIONS MODULE BACK VIEW DIMENSIONS NOT APPROVED FOR CONSTRUCTION SCALE: NTS PC-3 REWSION: SHEET: 0 PC-3 8 7 6 5 All, 4 3 2 1 C--3 F7 C J C 7 C-3 1--7 C "J I-7 1 -7 1-71 F-7 C--7 C-7 1-7 177 C--� 8 7 6 5 4 3 2 1 paneff= claw" PANELCLAW,INC. 1570 OSGOOD ST.SUITE 2100 NORTH ANDOVER,MA 01845 TEL 978.688.4900 D FAX:9]8.688.S100 www.Panelclaw.<om D STAMP: d C � ©� C SEE DETAIL D THIS PAGE i j� 5 0 o � o v CLAW ISOMETRIC VIEW SCALE: NIS PCd G SFE DETAIL B THIS PAGE B BALLASTDL= t B GENERIC ISOMETRIC VIEW (77) SCALE: NIS PORIGINAL SIZE ECH XW \\\ SHEET SIZE ARCH-W �\ PREPARED FOR: OSGOOD SOLAR PROJECT: �\ \� OSGOOD SOLAR \ \ ROOFTOP LOCATION: A 1600 OSGOOD STREET A SHORT TRAY ISOMETRIC VIEW NORTH ANDOVER MA 01815 SOUTH SUPPORT ISOMETRIC VIEW SUPPORT ISOMETRIC VIEW SCALE: NTS PCd seEErrmEz SCALE: NIS PCd SCALE: NTS PCd RACKING COMPONENTS NOT APPROVED FOR CONSTRUCTION 0.EVISION: SHEET: 0 PC-4 8 7 6 5 4 3 2 1 L 1-3 C-7 C-7 C--] 171 C—J C-7 1-7 C-71 C-7 E—D CT7 C--j E- 7 8 7 6 5 4 3 2 1 paneZ7= claw* PANELCLAW,INC. IS70 OSGOOD ST.SUITE 21M NORTH ANDOVER,MA 01865 TEL 979.6MASOD D FA%:978.688.5100 www panel law.cpm D ALWAYS USE THE MOST SOUTHERN HOLE ON THE SOUTH SUPPORT TO SECURE THE CLAW. ALWAYS USE THE MOST NORTHERN HOLE ON THE STANDARD SUPPORT TO SECURE HOLE 2 OF THE CLAW TO THE SUPPORT. STAMP: SUPPORT HOLE TO �\ CLAW HOLE CONNECTION SCALE: NTS PGS L1 1 C C a L1 �I J � 1 o . g L1S L1 c B B SCALE: L 1 1 1.EET IRE ARCH-D9^ PREPARED FOR: OSGOOD SOLAR PROJECT: L2L1�\ S2 L1 OSGOODROOFTOP SOLAR A \ �� LocanoN: \\ 1600OSGOOD STREET A NORTH ANDOVER MA 01845 . W6xmrPl.WutMtxtt. Mxq MPSWID nwt EMT nuM-Ftifro6 SHEET NiIE: � BALLAST GENERIC BALLAST PLACEMENT LEGEND / B� GENERIC TRAY AND BALLAST PLAN �c1 LEGEND SC�1E: NT5 PC-5 SaLE, NTS NOT APPROVED FOR CONSTRUCTION ftEVI510N: SHEET: 0 PC-5 8 7 6 5 4 3 2 1 1-71 [---3 n c- n1-71 F-I 7-71 n 8 7 6 5 4 3 2 1 ARRAY 1 ARRAY 2 paneA227 ROOF INFORMATION ROOF INFORMATION Caw, ROOF HEIGHT DTI 30 ROOFHEIGHT(FT) 30 claw, INC. BAPETHEISHTIMI 1.5PARAPETHEIGxi IFTI 1.5 1570 OSGOOD ST,SUITE 2100 NORTH ANDOVER,MA 01845 ROOF TILT(OEGI 1 ROOF TILT IDEGI 1 TEL:978,688ASOO D ROOF ttPE TPO POOP TYPE TPO FAX:978.688.5100 WWW.P...WAY, . D SPECIFICATIONS SPECIFICATIONS NUMBER OF MOOULFS 195 NUMBER OF MODULES 346 STAMP: MODULEPOWER(M350 MODULE POWfPIWI 350 ARMY OUTPUT(Kw) fi;3 ARMY OUTPUT(..I ARMYAZIMUTN 1 167 ADMUM 167' PART QUANTITIES PART QUANTITIES ]6'-2" /{ REM Ott rtEM QTY — SUPPORTS 390 SUPPORTS 696 SOUTH SUPPORTS MHSUPPORTS LAWS MO CLAWS 696 ss u s NG BAIIAST TRAY 130 LONG BALLAST TRAY 163 s v SHORT BALLAST MY 121 SHORTMLASTTMY 1]0 BALLAST BLOCYS 630 BAWSTBLOCKS 695 u v ATTACH— MF— 14 d C C LOADING DETAILS LOADING DETAILS 91'-10" SINGLE MOOUIF WTILB) 51.1 SINGLE MODULE WT(lB) 51.1 SINGLECMUWTILB) 32.6 SINGLE CMU WT DR) 2 TOTAL ARMY M(LB) 33)90 TOTALAMAYWT(LB) 52WI 2 ARMY AREA(SQ FTI 4905 ARMY AREA(SOL FT) 8))4 ARMY LOAD(PSF) oA 1-1 6.0 5 0 BALLAST LAYOUT-ARRAY 1 SCALE: 1/16'•1'f PC6 l36'40' B B SCALE: v v a v a u v a v u v 11F511'1�1� v u v ORIGINAL SIZE 36"X24" v SHEET SIZE ARCH"D" PREPARED FOR: NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION INCLUDE THE RACKING OVERHANG ON TIE NORM AND v SOUTH ARRAY EDGE.DIMENSIONS IN THE EAST WEST OSGOOD SOLAR 91'-10" DIRECTION ARE TO THE MODULE EDGES.DIMENSION"R" FROM SHEET PC-3 MAY BE USED TO OFFSET THE NORTH SOUI'H ARRAY BUILD ALIGNMENT LINE FROM THE MODULE PROJECT: EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPPORT ROOF PROTECTION PADS TO BE ALIGNED RATHER TL IAN A MODULE OSG OOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A 160005GOODSTREET A NORTH ANDOVER MA 01845 v sF u. v u u v s s u s s ss n u s s s a s s SHEET TITLE: BALLAST LAYOUT-ARRAY 2 3 BALLAST LAYOUT-1 SCALE: V16-1'L" P� NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-6 8 7 6 5 4 3 2 1 C-71 F-" ] L i C--j C!7 C-7 8 7 6 5 4 3 2 1 ARRAY ARRAY pane =7 ROOF INFORMATION ROOF INFORMATION claw. OGFHEI"TIFF) 3o ROOF HEIGHT(IT) 3o PANELCLAW,INC. MPET HECHT(IT) 1.S PARAPET HEIGHI(IT) IS 1570 OSGOOD ST.SUITE 2100 NORTH ANDOVER,MA 01845 OOFTILTIDEG) gDOF TILT IO EG) 1 TEL:978.688.4900 D POOL TYPF TPO ROOF TYPE TPO FAX:978.688.5100 www.Panelclaw.cvm D SPECIFICATIONS SPECIFICATIONS NUMBER OF MODULFS 289 NUMBER OF MODULES b STAMP: MODULE POWER IWL 350MODULE POWER LIM 35D RAY APOUTPUT(Kw) 101.2A RAYOUTPUT(1) 160 ARMYMIMUTH 167 ARRAYADMUTH 167 PARTQUANTITIES PART QUANTITIES ITEM QTY OEM QTY SUPPORTS 578 SUPPORTS 96 SOUTH SUPPORTS 42 SOUTH SUPPORTS 8 �J CLAWS S71 CLAWS 96 LONG BALLAST TRAY 95 LONG MUAST TRAY 26 SHORT BALLAST TRAY 258 SHORTBAIMSTTPAY 46 BAlU15T BLOCKS 623 BALLAST BLOCKS 14J —MENTS 0 ATTACHMENTS 0O C 6 C LOADING DETAILS LOADING DETAILS v v v SINGLE MODULE WL(LBR 51.1 SINGLE MODULE WF LLB) IL, SINGLE CMU WT RU) 32.6 SINGLE CMU WT IIB) J2'.lO" �_ _ 32.6 a _ u v v TOTALARRAY WIIL01 39474 TOTALARRAYWT(LB) 8064 - - ARMY AREA(SQ FT) 7246 ARRAY AREA(SQ.FTI 1206. ss vARMY LOAD(MIT 5.4 AR-10A. 6.7 s 5 BALLAST LAYOUT-ARRAY 3 f t B — B SCALE: n1. . IYfFP5.L1� ORIGINAL SIZE 36"X24" SHEET SIZE ARCH"D" PREPARED FOR: NOTE:DIMENSIONS IN THE NORTH ON THNORTH DIRECTION INCLUDE THE PACKING IMOVERHANG ON TETE NORTH AND SOUTHARRAYARETOT EMODULESINTHEEMT IMENSI N OSGOOD SOLAR F R M SHE ARE TO THE MODULE EDGES.DIMENSION R. FSOUTROM SHEET BUILDA BE ALIGNMENT IGNME NTLI OFFSErRO THE THE MOD EDGE TO THE SUPPORT MENILINEFRS SUPPORT RT ROOF PROJECT: 72'-10" EDGE CTTHE PADS TO TE ALIGN THIS ALLOWS HAMA MODULE u - -- PHATERS SEVER STN BES OFF HERATHER ROOF. ThIANAMODULE OSGOOD SOLAR HAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP A LOCATION: 16000SGOODSTREET A NORTH ANDOVER MA 01845 SHEET TITLE: - BALLAST BALLAST LAYOUT-ARRAY 4 LAYOUT-2 SCALE: 1/16"•1'0" PO7 NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-7 8 7 6 5 4 3 2 1 c-7 CTS C---3 C7 C- LJ [--I c7l r--' C7 r---] 1-1 8 7 6 5 4 3 2 1 ARRAY 5 ARRAY 6 pane 'a ROOF INFORMATION ROOF INFORMATION Caw, ROOF HEIGHT ITT) 30 ROOF HEIGHT IFF) 3D PANELCLAW,INC. PARAPET HEIGHT TFT) 1.5 PARAPET HEIGHT IFTI 1.5 1570 OSGOOD ST.SUITE 21W NORTH ANDOVER,MA 01845 ROOF TILT JDEG) 1 ROOF TILT IDEGI 1 TEL:978.608.4900 D Roof nFE TI o gOOf TYPE Tv0 FAX:978.688.5100 www.P...ldaW- D SPECIFICATIONS SPECIFICATIONS NUMBER OF MODULES 29 NUMBER OF MODULES 173 STAMP: MODULE FCFNER(W) 350 MODULEPOWER(W) 350 ARMY OUTPUT(") 10.7 UTPUT(K) 60.6 AA MY AZIMUTH RAYAZIMUTH 167 PART QUANTITIES 167 AR PARTQUANTITIES NEM QTY DEM QTY 1yR� y� SUPPORTS SB SUPPORTS 346 W�.{. SOUTHSUPPORTS 30 SOUTH SUPPORTS }fl CTA. CLA. W LONG 56 ION- 346 KONG BAllASTTRAV li LOHG BAILASTTMY 63 µt yl 1p yl SHORT BALLAST T— 33 SHORT BMLUST TRAY 119 .I—BL.. 66 6LLNSL BLOCKS Sig ATTACHMENTS 0 ATTACHMENTS 0 �+ c 30'e' o C LOADING DETAILS LOADING DETAILS [ARRAY LE MODULEWTHB) 51.1 SINGLE MODULE WT(161 51.1 ALJ S2 51 S2 - LE CMU WT ILEI 37.6 CMU WT ILA) 2.6 1y� y� AL ARMYYR ILEI 4135 TOTAL ARPAY WT(lB) }8405 2 cL�LJ MY AREA(SQ.FT) 739 ARRAY AREA(SO,FI) 4327 l l� 65 2" LWDIPSFI 5.6 ARRAY LORD(MF) AS S2 Sl S2 L BALLAST LAYOUT-ARRAYS i1 - SCALE: 1/8"•]'0' PC-8 y d E B - B SCALE: `� . 111"t•1Bd"11� ORIGINAL SIZE 36"X24" I� SHEET SIZE ARCH"D" I I I NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION PREPARED FOR: INCLUDE THE RACKING OVERHANG ON THE NORTH AND SOUTH ARRAY EDGE.DIMENSIONS IN THE EAST WEST OSGOOD SOLAR L DIMENSION•R"OIRECTION ARE TO THE MODULE EDGES. FROM SHEET P03 MAY BE USED TO OFFSET THE NORTH SOUTH ARRAY BUILD ALIGNMENT LINE FROM THE MODULE PROJECT: EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPPORT ROOF PROTECTION PADS TO BE ALIGNED RATTIER THAN A MODULE OSGOOD SOLAR Sl THAT SITS SEVERAL INCHES OFF THE ROOF, ROOFTOP LOCATION: A 1600OSGOOD STREET A NORTH ANDOVER MA 01845 52 S2 S2 52 52 52 S2 52 S3 52 SHEET TITLE: �\ BALLAST BALLAST LAYOUT-ARRAY 6 / ` 1 LAYOUT-3 SCALE: 178'.]•0' Poo NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-8 8 7 6 5 4 3 2 1 C--3 C-7 C`7 C- 1 C-7 C-3 C-7 F--3 1-7 C-7 C-7 L i 8 7 6 541, 4 3 2 1 ARRAY7 ARRAY8 paneA27ff ROOF INFORMATION ROOF INFORMATION claw, ROOF HEIGHr IFT1lO ROOFHEIGHT(TU 3o PANELCLAW,INC.. PAMPETHEIGHTI' 1.5 PARAPETHEIGNT If F) 1.S TS]O OSGOOD ST.SUITE 21M DOVER,MA ROOF TILT(BIG) 1 ROOFTILTIDEG) NOflTTEL9]8.688.4S.1845 D ROOFTYPE TPO ROOF TYPE TPO fAX:9]8.688.5100 D OFICATIONS SPECIFICATIONS www.p4nelTlaw.4vm M B+� ERafM OOULFS 3]S HUMBER OF MODULES 165 STAMP: OOUIE POWE0.IW) 3SO MODULE POWER IWI I 3SO ARMYONPUT IKw) 119.9 ouTPUTIK.) 5].8 APMT AZIMUTH 167 ARRAYAZLMUTH 167 PARTQUANMIES PART QUANTITIES REM qTY ITEM CITY a v SUPPORTS 743 SUPPORTS 33D u u u u SOUTH SUPPORTS 42 SOUTHSUPPORTS 46 CLAWS 143 CLAWS 3So LONG BALLAST MY ITL LONG BALIAST TRAY SHORT MI-LAST TRAY 26S SHORT MLIAST TRAY 13] MLLASTBLOCPSS 1135 RALVSTBL . 433 ATTACHMENTS 6 ATTACNMEM6 12 126'-1" C LOADING DETAILS LOADING DETAILS a n [ARRAY GLE MODULE WT LLB) Sl.l SINGLE MODULE WT RBI Sl.l GLE CMU WT LLB) 32.6 SINGLE CMU WT(LB) 32.6 a ALARMYWTILB) 61652 TOTAL ARMY SVT(LB) 2525S u ARM(SQ.FT) 92]] ARMY AREA ISQ.M 4183 44 4RAY LOAD I_' 6.6 ARMY LOAD IPSF) a a 5 0 o r i BALLAST LAYOUT-ARRAY 7 �� c SCALE: 1/16""1W PC-9 t B B SCALE: 1/I IIT-3" OX24' SHEETSIZEARCH PREPARED FOR: NOTE:INCLUDE THE PACKING THE NORTH SOUTH DIRECTION SOUTHARRAY PACKING OVERHANG ON THE NORTH AND SOUTH ARETOT EMENSIONS IN ODULEEDGES.DIMENSWt ION OSGOOD SOLAR FROM HEFT TO THE MODULEEDGES.DIMENSION"R" FROM SHEET BUIMAYBEUSEDTOOFFSET THENORTH SOUTv EDGE ARRATO THE BUILD ALIGNMTEDGE.EHIS INE ALLOWS THESUPPORT MODULE PROJECT: es EDGE PROTECTION THE ADSTO7E BE ALIGNED ALLOWS HAMA MODULE THAT ROOF SEVERAL 5TNCHES FF THE ROOF.RATHER TlIANA MODULE OSGOOD SOLAR THAT SIiS SEVEMI INCHES Off THE ROOF. sB'aa^ a a ROOFTOP v LOCATION: A 1600OSGOOD STREET A NORTH ANDOVER MA 01845 az a a a a v v v ss v SHEET TITLE: BALLAST LAYOUT-ARRAY 8 2 BALLAST 1 LAYOUT-4 SCALE: 1/16""l-V PO'8 NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-9 8 7 1 6 1 5 Jlk 4 3 2 1 F73 C-7 C`71 7 C-73 C- C� 8 7 6 5 4 _ 3 2 1 ARRAY 9 ARRAY 30 panelIZ 7o ROOF INFORMATION ROOF INFORMATION aw® ROOF HECK(FT) RODFHEreHTDT) 30 PANELCLAW,INC. PARAPET HECK(FT) 1.5 PARAPET HECK(FT) 1.5 1570 OSGOOD ST.SUITE 21M NORTH ANDOVER,MA 01845 ROOFTILT(DEG) 1 ROOF TUT(DEG) 1 TEL:978.688.4900 D ROOF TYPE TPO ROOF TYPE TPO FAK:9]B.68aw com D www.Pane c SPECIFICATIONS SPECIFICATIONS UMBER OF MODULES L. NUMBER OF MODULES 681 STAMP: MODULE POWER(W) 350 MODULE POWER(W) 350 AMAYOUTPUT(K.) 36.4 ARMY OUTPUT(R) 238.4 ARRAYAZIMUTN 161 MYAIIMUTH 16] PART QUANTITIES PARTQUANTITIES ITEM CRY ITEM OTY SUPPORTS I08 SUPPORTS L- SDUIH _ SUPPORTS 34 SOUTH SUPPORTS 40 CLAWS 2. CLAWS 1362 LONG.1-TTMY 20 LONG MLLASTTRAY L. ORT BALLAST TRAY 118 BALLAST TRAY 1.1 BALUIST BLOCKS L. RAWISTBLOCRS 1508 ATTACHMNT ES 0 ATEACNMENTS 6 97'.9- LOADING DETAILS LOADING DETAILS C SINGLE MOOULEWTUB) 51.1SINGLE MODULE WE(LB) 51.1 v v NGLE CMU WE IIB) 32.6 SINGLE CMU WTILBI 32.6 L17'.3- TOTAL ARRAY-U.) RAYWF(LB) 93780 2 ARMY AREA Iso.FT) 2M7 ARRAYAREA(SO.m 16951 46'-3" v v v v ARRAYLOADPPSF) 4.5 ARMY LOAD(ME) 5.5 v v v 0 O O F v i BALLAST LAYOUT^ARRAY 9 SCALE: 1/16'•1'-0` PO10 t B B SCALE: 148'-30` !1"IRYYIr_� ORIGINAL SIZE 36`1(24" SHEET SIZE ARCH'D" PREPARED FOR: NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION INCLUDF THE RACKING OVERIIANG ON TIIE NORTII AND SOUTH ARRAY EDGE.DIMENSIONS IN THE EASTWEST OSGOOD SOLAR DIRECNON ARE TO THE MODULE EDGES.DIMENSION`R" FROM SHEET PC-3 MAYBE USED TO OFFSET THE NORTH SOUTH ARRAY BUILDALIGNMENT LINE FROM THE MODULE PROTECT: EDGE TO THE SUPPORTEDGE,THIS ALLOWS SUPPORT ROOF PROTECTION PADS TO BE ALIGNED RATHER THAN A MODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A 1600OSGOOD STREET A ffimp NORTH ANDOVER MA 01845 v v a v v a v v v v s a Fa v v v v SHEETTITLE: - BALLAST LAYOUT-ARRAY 10 / '� LF4 0U ST SCALE: 1/16^•1'-0" PGSO NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-10 8 7 6 5 4 3 2 1 8 7 6 . . 5 4 3 2 1 ARRAY 11 ARRAY 12 paneoar ROOF INFORMATION ROOF INFORMATION Caw, ROOF NF HECHTI 3D ROOF NFIHE "(Fr33 POSGOODA.SUITE PARAPET xEK:HT(m 3.5 PAMPET NFGM(FN 1.5 NORHAND ER MA01LAS NORTHANDOVER,SEOCI 5 ROOF TIIT(DEG) 0.00E TIIT IDfG) TEL 9]8.688.4900 D ROOF TYPE TPO ROOF TYPE TPO FA%:9J8.688.5100 www.panelclaw.cem D SPECIFICATIONS SPEOFICATIONS NUMBER OF MODULES 346 NUMBER OF MODULES 195 STAMP: MODULE POWER(W) 350 MODULE POWER(W) 350 ARRAY OUTPUT 1.) 121.1 ARMY OUTPUT(K.) I 68.3 u u MY AZIMUTH 167 ARRAYAZIMUTH 167 v PART QUANTITIES PART QUANTITIES e— rtEM QT' REM DTV SUPPORTS 692 SUPPORTS 390 SOUTNSUPPORTS i6 SOMNSUPPORR 10 GIAWS 692 GEAWS 390 LONG MLIASTTMY 21 LONG RALWSTTMY 6 SNORT BALLAST TRAY 3a0 SNORT MI 148'-ID' MLIASTBLOCNi 410 MLLAST BLOCKS 291 ATTACHMENTS 0 ATTACHMENTS C — C LOADING DETAILSip LOADING DETAILS IWLE MODULE WE ILE) 51.1 SINGLE MOOULF WTI IB) 51.1 SINGLE CMU WTI IB) MA SINGLE CMU WE(LB) 32.6 {�-32'-J'� TOTAL ARRAY WT ILBI 359N11 RRMYWT ) ..ST 2 ARRAY AREA ISO Fn .114 RAY AREA(50.F1) 1851 ARMY LOAD(EST) I.i ARMY LOAD(ME) 4.3 v u u v u E. 5 0 D F W f � BALLAST LAYOUT-ARRAY 11 SCALE: 1/16'•1'-0' PC-Il B B SCALE: ORIGINAL S12E 36"X24" SHEET SIZE ARCH"D" PREPARED FOR: NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION INCLUDE THE RACKING OVERILANG ON THE NORTH AND SOUTH ARRAY EDGE.DIMENSIONS IN THE EAST WEST OSGOOD SOLAR OIRECTION ARE ED YT E MODULE EDGES.DIMENSION•R' FROM SHEET PC-3 MAY BE USED TO OFFSET THE NORTH SOUTH ARRAY BUILD ALIGNMENT LINE FROM THE MODULE PROIER: EDGE TO ME SUPPORT EDGE.THIS ALLOWS SUPPORT ROOF PROTECTION PADS TO BE ALIGNED RATHER THAN A MODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A 1600OSGOOD STREET A NORTH ANDOVER MA 01845 v u v v v u SHEET TITLE: BALLAST BALLAST LAYOUT-ARRAY 12 LAYOUT-6 SCALE: 1/16'•1'-0' PGlI NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-11 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 ARRAY 13 ARRAY 14 pane M47 C ROOF INFORMATION ROOF INFORMATION aw® ROOFREGRT(FT) 3D eooF HHGHr(ill 3o PANELCLAW,INC. PAMPETHEGHTIFn 1.5 PAMPETHEGHT(FT) 1.S 157005000D ST.SUITE NORTH ANDOVER,MA 01845 ROOF TILT IDEG) 1 ROOF TI.T(DEG) 1 TEL:978.688ASOO D ROOFTYPE TPO ROOF TYPE TPO FA)(:97 TIMES 51W www.panelclaw.cOm D SPEOFICATIONS SPEOFICATIONS NUMBER OF MOD 390 NUMBER Oi MODULES 181 STAMP' MODULE TPUT(OWER I 36. MODULE POUT LI-) 350 ARMY OUTPUT(Rw) 136.5 ARRAY OUTPUT(Rw) 63.4 AARA—MUT. 167 MYAZIMUTH 167 PART QUANTITIES PART QUANTITIES DEM Q. HEM OTY SUPPORTS T80 SUPPORTS 362 _ SOUTH SUDP0 26 SOUTH SUP0.T5 10 CLAWS 362 LONGMLIASrTMY 163 LONG MLLMTTMY 6 SHORT Ml1A5TTMY 3]3 ORT Ml1A5TTMY 2I0 BALLAST BLOCKS 1088 BALIASTBLOCRS HMEEHS 0 ATTACHMENTS 0 C 114'-8' L. LOADING DETAILS LOADING DETAILS SINGLE MODULE WT(IS) 51.1 SINGLE MODULE WT(W) 51.1 I�--3Z'7"—�•� SINGLE CMU IVTRBI 32.6 SINGLE CMUwr(lB) 32.6 TOTAL ARMY WT(LB) 611. TOTAL ARMY WT N.) 9066 a ARMY AREA(SQ FN 9714 ARMY AREA ISQ FT) ARMY LOAD(PSF) 6.3 ARMYLDAD(PSF) 4.2 O a a a a a a s a s s a a v a 0 I BALLAST LAYOUT ARRAY 13 SCALE: 1/16--Vo' PC-12 C B B SCALE: 148'-10" . RF5RF1RRrI�P� ORIGINAL SIZE 36"%24' SHEET SIZE ARCH"D' NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION PREPARED FOR: a INCLUDE THE PACKINGOVERHANGOil THE NORTH AND SOUTHARRAYTHENSIONS IN E MODULE DIMENSEMT ION OSGOOD SOLAR FROM HEE P 3 THE MODULE EDGES.DIMENSION"R" FROM SHEET BU MAYBE USEDTOOFFSETTHENORTH FOUTHARRAYBUILDTALIGNMENT HISLINE ALLFROMTHE UROO PROIER: EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPPORT fl00i PROTECTION PADS TO BE ALIGNED RATHER THAN A MODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A 1600OS000DSTREET A NORTH ANDOVER MA 01845 v v v v v SHEET TITLE: BALLAST BALLAST LAYOUT-ARRAY 14 OUT-7 SCALE: 1/16'=1'0' PC•12 NOT APPROVED FOR CONSTRUCTION flEVI510N: SHEET: 0 PC-12 8 7 6 5 4 3 2 1 C-73 E-3 [--j E--] F-] n c� F� F-� c n n cn I 8 7 6 S 4 3 Z 1 ARRAY 15 ARRAY 16 pane �7,I�17 ROOF INFORMATION ROOF INFORMATION C aw* POOPHEIGHTIFT) 30 ROOF HEIGHTIFT) 30 PANELCLAW,INC., PARAPETHEIGHT(Ff) 1.5 PARAPETNEIGHT(11) 1.5 1S70 OSGOOD ST.SUITE 21W POOF MILT IDEGI POOF TILT DFG NORTHANOOVER,MAO184S 1 1 1 TEL:9J8.688.4900 D ROOFYYPE TPO ROOF TYPE TPO FAX:9)8.6x8.5100 �,. WWW.P—IaPW— D SPECIFICATIONS SPECIFICAnONS v NUMBER OF MODULES 329 NUMBER OF MODULES WJ STAMP: MODULEPOWER(W) 350 MODULE POWER(W) ARMYOUTPUT(K.) 115.2 ARRAYOUTPUT(1,) 226.5 ARMY AZIMUTH 167' ARMY AZIMUTH 16) PART QUANTITIES PARTQUANTITIES RFM CITYIA—.-3INTS . M CITY SUPPORTS 658 1294 SOUTMSUPPORTS 28 ORTS CLAWS 658 1294 —zzLONG MLIASTTMY 20 STTRAY 1)5 I4x+1D^ SHORT BALLAST TRAY 365 ST TRAY 555 BALLAST 111005 391 CYS 141) ARACHMfNiS D iS 0 O C 6 LOADING DETAILS LOADING DETAILS - SINGLE MODULE WT ILB) 51.1 SINGLE MODULE WT(W) SIT Lam. SINGLE CMU WiIIBI 336 SINGLE CMU WT(HIT OTALARRAYWLILB) 34229 TOTAL ARMY WT(LB) 88665 a ARRAY AREA(SQ,FT) 8207 ARRAY AREA(SQ FT) 161St ARRAY LOAD IPSFI 4.2 ARRAY IOAD(PSF) 5.5 m u v v v v v u v ss� u v 0 2 u BALLAST LAYOUT ARRAY 15 1 o SCALE: 1/16^•1',0- PG13 f T B _ E B SCALE: 148'-10" m' a n - RiWll�l� ORIGINAL SIZE 36"X24" SHEET SIZE ARCH"D" NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION PREPARED FOR: INCLUDE THE PACKING OVERHANG ON THE NORTH AND SOUTH ARRAY EDGE.DIMENSIONS IN THE EASTWEST OSGOOD SOLAR DIRECTION ARE TO THE MODULE EDGES.DIMENSION"R" FROM SHEET PC-3 MAYBE USED TO OFFSET THE NORTH SOUTH ARRAY BUILD ALIGNMENT LINE FROM THE MODULE PROTECT: EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPPORT ROOF v u PROTECTION PADS TO BE ALIGNED RATHER THAN AMODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP Y� A LOCATION: 1600OSGOOD STREET A II ° N v NORTH ANDOVER MA 01845 SHEET TITLE: BALLAST LAYOUT•ARRAY 16 BALLAST NOT APPROVED FOR CONSTRUCTION LAYOUT-8 SCALE: 1/16^•1'-0" PG 13 REVISION: SHEET: 0 8 7 6 PC-13 S 4 3 2 1 C� C71 C-7 1 -7 C---7 1-7 C--7 E-71 17 C C 1-3 C 1---1 1-7 C� 8 7 6 5 4 3 2 1 1 ARRAY 17 ARRAY 18 paneA=ROOF INFORMATION ROOF INFORMATION Caw ROOF NEGHT IFQ30 ROOFHEIGHTIFII 30 PANELCLAW,INC. RAPETHEGHTIFT) 1.5 PAMPETHEGNF(FT) IS 1570 O5 CFOD ST.SUITE 2300 NORTH ANDOVER,MA OIIMS ROOF (DW) 1 ROOF TILT(DEG) 1 - FAK:878.G0JIM. ROOF FYI TYPE ROOF TYPE TDO www.panelclaw.mm D SPECIFICATIONS SPECIFICATIONS NUMBER OF MOD 1.1 144 STAMP: MODULE POWER IWI MODULE POWER(Y/) 350 ARRAYOUTPUFINw) BB.6 RRAY OUTPUT IRwI 50.4 RAY AZ—H 167' ARRAYA2IMUTN 16] PARTQUANTITIES PARTQUANTITIES Q1 1I� QEM CITY REM QTY r l SUPPORTS 506 SUPPORES 288 SOUM SUPPORTS 32 SOUTH SUPPORTS 30 T T T T CIAWS 506 1-1 2. ONG RALIAST TRAY FS LONG BALUSTTAAY 56 �.I SHORTBAL—TRAY 2. SHORIBALUUTTW 120 t t BAUASTBLOCKS 672 RALLASTBLOCILS 371 ATTACHMEMS 0 ATfACHMEMS 0 O a 52 51 52 LOADING DETAILS LOADING DETAILS SINGLE MODULE WT(U1)I SIA SINGLEMODULENTILBI f Sl.l �SINGLE CMUWT(U32.6 SINGLECMUWTIIBI 32.6 TOTALARMYWI(LB) MW TOTALA—WT(LB) 21683 2 ARRAY AREA(SQ.FI) 6333 ARRAY AREA ISO FT) 3629 5�L 1`l-1 11�— �I�� ARRAY LOAD FI 6.1 ARRAY LOAD IPSN 6.0 TILT yT 3l' l" TAT T T 7 T T T T T T l2 0 4 52 52 SZ 52 S2 S2 S1 S2 S2 52 52 52 51 12 O g E BALLAST LAYOUT ARRAY 17 1 SCALE: 3/32--I-0" K-31 E B g I 1 53 SCALE: T TFIPIRII'�� ORIGINAL SIZE 36"U,1" �5 TD SHEET SIZE ARCH-D' NOM DIMENSIONS IN THE NORTH SOUTH DIRECTION PREPARED FOR: INCLUDE THE RACKING MER14ANG ON THE NORTH AND 61'S" SOUTH ARRAY EDGE.DIMENSIONS IN THE EAST WEST OSGOOD SOLAR DIRECTION ARE TOME MODULE EDGES.DIMENSION"R" FROM SHEET PC-3 MAY BE USED TO OFFSET THE NORTH 1 SOUTN ARRAY BUILD ALIGNMENT LINE FROM THE MODULE PROJECT: —)—� - EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPPORT ROOF PROTECTION PADS TO BE ALIGNE D RATHER THAN A MODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A T f t T T t T t T T51 52 1600OSGOOD STREET A 1 NORTH ANDOVER MA 01845 52 52 S2 $2 S2 S2 52 S2 52 W 51 S2 SHEET TITLE: BALLAST BALLAST LAYOUT-ARRAY 18 LAYOUT-9 SCALE: 3/32--1' " Pc-14 NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-14 8 7 6 5 4 3 2 1 1-7 1-73 1-71 C-71 1-3 1-7 1-7 E---D C--7 F--� n C-3 F-D F� F-D C-1 8 7 6 S 4 3 2 1 1 ARRAY 19 ARRAY 20 pane 2709 ROOF INFORMATION ROOF INFORMATION claw, 32'.7' —HEIGHT(FT) 3o Raoc HEIGHTIFTI 3o PANELCLAW,INC. PAMPETHENSHI(FT) IS PARAPETXEIGHT LFT) 1.5 IS70OSGWDST.SUITE2100 NORTH ANDOVER,MA MIMS ROOF TILT(DEG) 1 ROOF TILT IDEGI 1 TEL:978.688A900 D ROCIF TYPE TPO ROOFTYPE TPO FWW:9]8.688.5100 .P+Rel--. D SPECIFICATIONS SPECIFICATIONS UMBER OF MODULES 160 NUMBER OF MODULES 267 STAMP: MODULE POWER IW) TSO MODULEPOWER(W) 350 v ARRAY—PUT I-) S6.0 ARMY OUTPUT(Kj 93.5 ARMYAZIMUTH 267 ARMYADMUTH 167 PART QUANTITIES PARTQUANTITIES OEM CITY REM CITY SUPPORTS 330 SUPPORTS S. SOUTH SUPPORTS 31 SOUTH SUPPORTS Se v v CLAWS 320 CLAWS 534 v LONG 20 IONG MLNST TMY 37 SHORT BALLAST TRAY 192 SHORTMLIAST— 303 148'-10 --.UCC. BLOCKS 351 ATTACHMENTS ATTACHMENTS tH C C LOADING DETAILS LOADING DETAILS SINGLE MODULE WT IUB) 51.1 SINGLE MODULE WILE) 51.1 SINGLECMUWTRB) 32.6 SINGLE CMU WT(B) 32.6 a ss �6S''2" TOTAL ARMYWT(LB) 17151 RM TOTALMMY WTIl0) i91i0 v ARMY AREA ISO.FTI 1013 ARMY AISQ Fn 6734 ARMY LOAD IP$N ARMY LOAD IPSN I.3 5 0 N N N BALLAST LAYOUT ARRAY 19 �� R SCALE: 0-10 PC-IS t B IFB SCALE: TA' 148'-10' -Z - NYYfYj� ORIGINAL SIZE 36"X24" v v SHEET SIZE ARCH"D" PREPARED FOR: NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION INCLUDE THE RACKING OVERHANG ON THE NORTH AND SOUTH ARRAY EDGE.DIMENSIONS IN THE EASTWEST OSGOOD SOLAR OIRECTION ARE TO THE MODULE EDGES,DIMENSION'R' FROM SHEET P03 MAYBE USED TO OFFSET THE NORTH v v u v SOUTH ARRAY BUILD ALIGNMENT LINE FROM THE MODULE PROJECT: EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPPORT ROOF PROTECTION PADS TO BE ALIGNED RATHER THAN A MODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A 1600OSGOOD STREET A NORTH ANDOVER MA 01845 v v v ss u u ss u SHEETTITIE: BALLAST LAYOUT-ARRAY 20 z BALLAST YOUT-10 SCALE: 1/16'•1 SCALE: 1/16''1-V NOT APPROVED FOR CONSTRUCTION LA REVISION: SNEET: 0 PC-15 8 7 6 5 4 3 2 1 -71 [71 E-1 [---3 E-1 L— C--7 C---j C-71 C.7 C---j L—J C 8 7 6 5 4 3 2 1 ARRAY 21 ARRAY 22 panel=ff ROOF INFORMATION ROOFINFORMATION Caw® 117'-3` ROOFHEIGHT(M 30 ROOF NEIGHTIFn 30 P1570 OSG L DAW,INC. ITE 21M PAMPFTHELGHT(FTj 1.5 PARAPETHEGHT IFS) 1.5 NORTH ANDOVE.S A01945 NORTH ANDOVER,MA D3845 _ ROOf TUTHIM) t ROOT TILT(DFG) 1 TEL 9]8.688.4900 fA%:9]6.68B.5100 D OOf TYPE TP. ROOF TYPE WWN.I>ane IBW.CORI D SPECIFICATIONS SPEOFI[ATIONS MBEROFMODULFS S92 NUMBER OF MODULES 203 STAMP: MODULE POWER(W) 350 MODULE POWER(W) ARMYOmm(K) 107.3 ARMY OUTPUT IKwI 71.3 ARRAY—UTH 167 ARMY-MUTH 367 PART QUANTITIES PART QUANTITIES RFM OTY ITEM OTY SUPPORTS 1181 SUPPORTS 106 _ SOUTH SUPPORTS SOUTH SUPPOILTS 3D CLAWS 11KA CLAWS 106 LONG MUASTTMY L. LONG MEWT TRAY )S SHORT BALLAST TRAY 511 SHORT BALLAST TRAY I. 148'-10` n a v a v a a_s1 BALUSTBLOCKT 13]9 BALLAST elOtl6 533 ss v s1 v - ATTACHMENTS 0 ATTACHMENTS 0 LOADING DETAILS LOADING DETAILS SINGLE MOOULEWTILBI SLA 51NGLEMODULEWTILB) Sl.l SINGIF CMU WT(LB) 32.6 SIXGLECMUWT(LBI 32.6 a TOTAL ARMY WT LB) 03910 TOTAL ARMYvrt ILEI 30627 ARMY AREA(SO,Fn 11)9) ARMY AREA ISO.To 5091 ARMY LOAD RSF) S.) ARMY LOAD(PSF) 6.1 u v u v 5 O u v v v v a u a v v u u v v v S to f BALLAST LAYOUT-ARRAY 21 �� o SOME: 1/]6'a 1'-0• PC-16 t B B B4•.n^ a� m m• r z SCALE: IH'VLV� ORIGINAL SIZE 36"X24" SHEET SIZE ARCH"D" s' NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION PREPARED FOR: INCLUDETHE EDGE.GOVERHANGONTHENORTHAND SOUTH AN ARETOT THE S IN EDGES. IMEN9EAST N OSGOOD SOLAR DIRECTION ARE TO THE BE USED EDGES.DIMENSION`R` FROM SHEET RRAY BUILD MAY BEUSEDTOOFFSET THE NORTH SOUTH THE SUPPORT LINE ALLOWFROM PPORTHE ROOF PROTECT: 69'1" — - EDGE TO THE SUPPORT EDGE.THIS ALLOWS SUPWRT ROOF PROTECTION DS TO BE ALIGNED RATHER THANAMODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A a a a .. a 1600OSGOOD STREET A NORTH ANDOVER MA 01845 a v u v v u a u SHEETTmE: BALLAST BALLAST LAYOUT-ARRAY 22 LAYOUT-11 SCALE: 1/16'=1'-0" PGI6 NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-16 8 7 6 5 4 3 2 1 17-773 C—] C-71 1-3 L 7 C—] C F-71_I C-7 [--j F--1 C77 C-73 C-7 C-� F-1 8 7 6 S 4 - 3 2 1 ARRAY 23 ARRAY 24 paneA=10 ROOF INFORMATION ROOF INFORMATION Caw" ROOFHEMHTIFT) 30 ROOF HDGHTIFT) 3a PANELCLAW,INC. ARAPEFHEIGHTIFT) IS PARAPETHEIGNFIFT) 1.5 1570 OSGOOD ST.SUITE 1300 NORTH ANDOVER,MA 01845 ROOFTILT(DEG) 1 ROOF TILT(DEG) 1 TEL 97a.688.4900 DROOF TYPE TPO ROOF TYPE TPO FAX;978.688.5100 {► s1'a•� WWW.PPRRIdRw.cam D SPEOFlCATIONS SPECIFICATIONS NUMBER OF MODULES 410 NUMBER OF MODULES 413 STAMP: -- MODULE POWER E.) 350 MODULE POWER IWI 350 MY OUTPUT IKw) 113.3 ARRAY OUTPUT(Kwl ]11.6 ® s RAYAOMUTH 167 ARRAYAZIMUTH 167 PART QUANTITIES PART QUANTITIES ITEM QTY REM OTY SUPPORTS SUPPORLS 836 _ SOUTH SUPPORTS 40 SOUTH SUPPORTS CLAWS 820 CLAWS 816 LONG BALLAST TRAY L. LONG BALLATTTRAY 171 SHORTMUASETRAY 327 SHORTBALIASETRAY 39I a v v RALIAST BLOCKS 1100 BALLAST BLOCKS 1100 ATTACNMENtt 1ATTACHMENT D 129'LD" C c LOADING DETAILS LOADING DETAILS v vSINGLE MOGUTE WT ER) ILL SINGLE MODULE WTNB) 51.1 SINGLECMUWT(LB) 31.6 SINGLE CMU WE LLB) ;3.6 TOTAL ARRAY WT(UL 63859 TOTALARRAYWT(UR 6fi3W 2 ARRAY AREA ISO FTI 10339 —ARFAISO.FTL ARRAY LOAD NSF) 6.1 AR—MB(PSF) 6.4 FEE o � aaaaaaaaaaaa � - BALLAST LAYOUT ARRAY 23 �� SCALE: 1/Ifi"•I'd" oC-17 g� t 8 B SCALE: ORIGINAL SIZE 36"%24" SHEET SIZE ARCH•D" 126'1' PREPARED FOR: NOTE:DIMENSIONS IN THE NORTH SOUTH DIRECTION INCLUDE THE RACKING OVERHANG ON THE NORT14 AND SOUTH ARRAY EDGE.DIMENSIONS IN THE EAST WEST OSGOOD SOLAR DIRECTION ARE TO THE MODULE EDGES.DIMENSION"R" FROM SHEET PC-3 MAY BE USED TO OFFSETTHE NORTH SOUTN ARRAY BUILD AUGNMENT LINE FROM THE MODULE PROJECT: EWETOTNE SUPPORT EDGE,NIS ALLOWS SUPPORT ROOF - PROTECTION PADS TOBEALIGNED RATHER THAN AMODULE OSGOOD SOLAR THAT SITS SEVERAL INCHES OFF THE ROOF. ROOFTOP LOCATION: A 1600OSGOOD STREET A NORTH ANDOVER MA 01845 v n a s s a ss a s a a a u u SHEET TITLE: BALLAST LAYOUT•ARRAY 24 LAY—BALLAST SCALE: UI6"•1'-0" PC-1) NOT APPROVED FOR CONSTRUCTION UT-12 REVISION: SHEET: 0 PC-17 8 7 6 5 Alk 4 3 2 1 C77 7-7 1T7 C`7 C^7 C-7 C-`7 C-7 F--j C---j C--j 1-7 1- 7 C-71 C-1 8 7 6 5 lip, 4 3 2 1 paneo= claw* U-ANCHOR 2400 MECHANICAL PANELCLAW,INC. ATTACHMENT MANUFACTURED BY r - iSMOSGOODST.SUITE 21M OTHERS INSTALLE D UNDERTWO / NORTH ANDOVER,MA 01805 D MODULES '� O - TEL 9]8.R A9 .� www.panel law.com D \ STAMP: \- U•ANCNOR 2400 MECHANICAL ?1 ATTACHMENT MANUFACTURED BY OTHERS INSTALLED UNDER ONE ,$ c C /j• STANDARD SUPPORT MODULE C r BALLAST TRAY MECHANICAL ATTACHMENT �� LOCATION DETAIL / A 1 �� a SCALE.N.T.S. SEE THROUGH PV SOLAR MODULE SOUTH SUPPORT �\ - MECHANICAL ATTACHMENT 5 $ V WORKING LOAD(LB) 'S a � HORIZONTAL LH) VERTICAL IV) f 2 1_1.1 300 300 4 1. NORI20NTALLOAD H MAYA R INANYOIAECTION BOLTED 2. WORKING LOADS•ALLOWABLE LOADS(i.e.NON-FACTORED) t B CONNECTIONS4 1/4"H B PANELCLAW MANUFACTURED COMPONENTS 1/4-20,3045.5.HARDWARE U-ANCHOR MECHANICAL / COMPONENTS MANUFACTURED BY OTHERS scALE: 0.7S"LENGTH BOLT ATTACHMENT COMPATIBLE WITH SERRATED FLANGE NUT FIRESTONE TPO MEMBRANE EXISTING ROOF.BUILDUP VERIFIED BY OTHERS. ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "0" •� FASTENERS DESIGNED AND PROVIDED BY �o OTHERS.SIZE FASTENERS FOR REQUIRED PREPARED FOR: �• WORKING LOADS PER SCHEDULE. OSGOOD SOLAR L-BRACKET PROJECT: NOTE:MECHANICAL ATTACHMENT COMPONENT 3/E-16,3045.5. DIMENSIONS ARE PROVIDED FOR REFERENCE OSGOOD SOLAR HEX FLANGE NUT ATTACHMENT BRACKET 2_11 TMP 51" ONLY AND SHOULD BE VERIFIED WITH ROOFTOP 2 ATTACHMENT MANUFACTURER PRIOR TO FASTENER DESIGN. LOCATION: A U-ANCHOR 2400 MANUFACTURED BY 16000SGOODSTflEET A ANCHOR PRODUCTS NORTH ANDOVER MA01845 (4)-01" SHEET TITLE: MECHANICAL MECHANICAL ATTACHMENT DETAIL a MECHANICAL ATTACHMENT DETAIL c ATTACHMENT DETAIL SCALE: NJSS PC-I8 SCALE: N.T.S. PC'18 NOT APPROVED FOR CONSTRUCTION REVISION: SHEET: 0 PC-18 8 7 6 5 4 3 2 1 C www.hhi-green.com/solar/en Igundo M o So e ar � au C Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global leading 7 business divisions with sales of 51.3 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries is committed to develop and invest heavily in the field of renewable energy. C Hyundai Solar is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-quality solar PV products to more than 3,000 customers worldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. C' Multi-crystalline Type T HiS-M305T1 i HiS-M310TI(HiS-M315TI I HiS-M320TI i HiS-M325T1 I HiS-M330-n CI-Senes Mono-crystalline Type HiS-S325TI HiS-S330TI HiS-S335TI(HiS-S340T1 HiS-S345TI HiS-S350TI CMechanical Characteristics 7e Several models are under certification process. 998 mm(39.29")(W)x 1,960 mm(77.17')(L)x 50 mm(1.97")(H) C Unh'mw Approx.23.2 kg(51.1 lbs) Cts 72 cells in series(6 x 12 matrix)(Hyundai cell,Made in Korea) 4 mm'(12AWG)cables with polarized weatherproof connectors, IEC certified(UL listed),Length 1.2 m(47.2) •+ -M, IP67,weatherproof,IEC certified(UL listed) •.. . . 3 bypass diodes to prevent power decrease by partial shade Front:High transmission low-iron tempered glass(Anti reflection coated),3.2 mm(0.126") Encapsulant i EVA, Back Sheet:Weatherproof film` C I>fi�L1 Clear anodized aluminum alloy type 6063 A High Quality C •UL listed(UL 1703),Type 1 for Class A Fire Rating Output power tolerance+3/-0% ISO 9001:2000 and ISO 14001:2004 Certified •Advanced Mechanical Test(5,400 Pa)Passed(IEC) /Mechanical Load Test(40 lbs/ft')Passed(UL) Ammonia Corrosion Resistance Test Passed IEC 61701(Salt Mist Corrosion Test)Passed Fast and Inexpensive Mounting •Delivered ready for connection IEC(UL)certified and weatherproof connectors Integrated bypass diodes LI Limited Warranty •10 years for product defect 10 years for 90%of warranted min.power 25 years for 80%of warranted min.power X.Important Notice on Warranty a The warranties apply only to the RV modules with Hyundai Heavy Industries Co.,Ltd's logo(shown below)and product serial number on it. U CIE COQ P� �E'� GO — A HYU N DAI HEAVY INDUSTRIES C C Electrical Characteristics Multi-crystalline Type cool Nominal output(Pmpp) W 305 1 310 315 320 325 330 Voltage at Pmax(Vmpp) V 36.0 36.1 362 t 36.4 36.6 36.8 Current atPmax pmpp) A 8.5 �> 8.6 8.7 8.8 8.8 8.9 C . Open circuit voltage IVoc) V 45.t 453. 45S �> 45.7 45.9 46.1 Short circuit current(Isc) A 8.8 8.9 9.0 9.0 9.1 9.2 Output tolerance % +3/-0 No.of cells&connections PCs 72 in series C Cell type 6"Multi-crystalline silicon(Hyundai cell,Made in Korea) Module efficiency % 15.6 I 15.8 16.1 i 16.4 16.6 i 16.9 Temperature coefficient of Pmpp %/K -0.41 f -0.41 -0.41. 1 -0.41 -0.41 4 -0.41 Temperature coefficient of Voc %/K -032 -0.32 -032 -0.32 -0.32 I -032 Temperature coefficient of Isc %/K i 0.039 0.039 0.039 0.039 0.039 0.039 XAll data at STC(Standard Test Conditions).Above data maybe changed without prior notice. f� Mono-crystalline Type L1 CIEs ^1 � jIF Nominal output(Pmpp) I W 325 330 335 340 345 350 Voltage at Pmax(Vmpp) V 37.8 38.0 { 382 [ 38.4 38.6 38.7 Current at Pmax Pmpp) A 8.6 8.7 1 8.78 8.9 9.0 9.0 Open circuit voltage(Voc) V 46.1 46.3 46.5 46.7 46.9 } 47.1 Short circuit current(Isc) A 9.2 93 9.4 9.5 9.6 i 9.6 Output tolerance , % +3/-0 No.of cells&connections PCs 72 in series Cell type 6"Mono-crystalline silicon(Hyundai cell,'Made in Korea) I--1 Module efficiency % 16.6 I 16.9 17.1 1 17.4 17.6 17.9 Temperature coefficient of Pmpp # Mo/K -0.42 -0.42 -0.42 -0.42 -0 42 -0.42 2 t Temperature co efficientofVoc %/K -030., -0. -030 -0 30 .30 -0.30 -030 . . . _ Ili _ Temperature coefficient of Isc "/g/K a 0.047 0.047 ' 0.047 0.047 0.047 = 0.047 X All data at STC(Standard Test Conditions).Above data maybe changed without prior notice. Module Diagram (unit:mm,inch) IN Curves Cur-t LAI e r9 9 4 x 07i11 HOLES e 4 O rN OEfAILA _5 . unmm6nttl 4mmmFrxn (A&EA �xuaca4 hukOpn L000WMp COiersf.Y. msxt:raa - � Ope liti ng CdTempnTC. ffTHRU OpmVn9CeRTemp-2S"C r OpewingCelTemp-45T -OpemUngCe1Temp-6S'C' e 0 10 10 3U - b SD Voxag.m GIgUND MARK DETAM.e a Celltemp, -hitlAhad=1000 W/mr 25'C 4%041 GROUND 80.33 4 -6id.krad'=eWW/m 5 948 373 a 0321 -dcid.krad=600WhN. Cj.Lj�glOxa+ad=400 W m 15 05 T 1 [ntiU.erad 200 WhN A OEWLC 998 92 t•. 7519.41^ 00 5 10 15 M 35.30 �5 44 <S 50 CInstallation Safety Guide r 46•C+2 Only qualified personnel should install or perform maintenance. o.- : - 40-85•C Be aware of dangerous high DC voltage. DC 1,OOOV(IEC) '""e"+ iZ"'' L• , •Do not damage or scratch the rear surface of the module. ' DC 1,000 v(UQ •Do not handle or install modules when they are wet. '''17+ '� 15A [Printed Date,April 20 16 1 e n en<eMypape. Sales&Marketing J^ o"n`t°`sc"`fi`dHYundai 61d9-75,Yu1 ok-ro,1on no- u,Seoul 03058,Korea A HYU N DAI FSC Tel:+82-2-746-8406,7422,8525 Fax:+82-2-746-7675 HEAVY INDUSTRIES c C pane ffffj 5/20/2016 C Claw,& CPartner Name: Osgood Solar Project Name: Osgood Solar Rooftop C Project Location: 1600 Osgood Street CNorth Andover, MA, 01845 Racking System: Polar Bear III HD C LJ C U n n E Structural Calculations for Roof-Mounted Solar Array Submittal Release: Rev. 0 L� Engineering Seal C I u C C' F1 PanelClaw, Inc., 1570 Osgood Street,Suite 2100, North Andover, MA 01845 L (978) 688.4900-(978)688.5100 fax--www.paneiclaw.com C CI pane fffff 5/20/2016 Claw C C1.0 Snow Load: Snow Calculations per ASCE 7-05, Chapter 7 1.1 Snow Load Data: L Ground Snow Load (Pg)= 50.00 psf (ASCE, Figure 7-1) Exposure Factor(Ce)= 1.00 (ASCE, Table 7-2) Thermal Factor(Ct)= 1.20 (ASCE,Table 7-3) Importance Factor(Is) = 1 (ASCE, Table 1.5-2) Flat Roof Snow Load (Pf) = 0.7*Pg*Ce*Ct*Is= 42.00 psf Snow Load on Array(SL A) = 42.00 psf SLA r I i-J Fig.2.1 -Uniform Roof Snow Load on Array 1.2 Snow Load Per Module: CSnow Load per Module(SL M) = Module Projected Area* SLA n Where; LModule Projected Area (Amp)= Module Area * Cos(Module Tilt) Where; C Module Area = 21.06 sq.ft. Module Tilt= 5.00 degrees Amp= 20.97 sq.ft. CSLM =A„,p *SLA = 880.95 Ib PanelClaw, Inc., 1570 Osgood Street,Suite 2100, North Andover, MA 01845 E (978) 688.4900-(978) 688.5100 fax-www.panelclaw.com 1 C Cpane fff 5%20/2016 C claw 2.0 Design Loads - Downward: 2.1 Downward Wind load Calculation: WLin = 9z *Am * CfZ * Cos a Where: _qz= 18.44 psf (Ref. Pg.3, Wind Load) Am= 21.06 sq.ft. (Single Module Area) (Ref. Pg. 1, Project Information) 6 = 5.00 deg. (Ref. Pg. 1, Project Information) CfZ = 0.90 (Inward) (Proprietary Wind Tunnel Data) WLi, = 348 lbs./module Contact Pad by Location: A= Northern 6= Northern C= Interior D= Interior E= Southern CF= Southern 2.2 Racking Dimensions for Point Loads: I� i LJ i Inter-Module Support 43.31 in. Spacing= LA 34.86 in. Inter-Column Support Spacing= C A ! A 3 C Typical Array Plan View (Section A-A on Next Page) C PanelClaw, Inc., 1570 Osgood Street,Suite 2100, North Andover, MA 01845 C (978)688.4900-(978) 688.5100 fax-www.panelclaw.com 2 C pane ffffj 5,20,2016 C c aw 6.0 Design Loads-Downward(CONT.): u 6.2 Racking Dimensions for Point Loads(cont.): C Tray 1;6 Tray 2:6 Tray 3: 6 Tray 4:5 _ n t__! 13.25" t X1 13.25" t X2 13.25" t X3 t 17.7" 9.. n A B c D E F G H I Section A-A Distances Between Supports(Unless Noted): X1=27.74 in. X2=32.39 in. X3=18.40 in. rl 6.3 Point Load Summary: LDLsys= 68 lbs./module Total DL= (Varies on location and ballast quantity) SLm= 881 lbs./module CWLin= 348 lbs./module r1 Point Load Summary Table L load combinations(ASD) location Load DL+SLm DL+Wlin DL+0.75XSLm+0.75XWLin Northern A 184 lbs. 117 lbs. 189 lbs. C Northern B 151 lbs. 85 lbs. 1561bs. Interior C 270 lbs. 137 lbs. 2801bs. Interior D 303 lbs. 169 lbs. 313 lbs. Interior E 270 lbs. 137 lbs. 2801bs. Interior F 303 lbs. 169 lbs. 313 lbs. C Southern G 79 lbs. 35 lbs. 83 lbs. Southern H 120 lbs. 751bs. 123 lbs. Southern 1 120 lbs. 75 lbs. 123 lbs. For Checking F 1799 lbs. 1000 lbs. 1860 lbs. Table 7.1 Point Load Summary Ballast Block Point Load Summary-(LB/Single Block Applied at Tray Location) Location Point Loads(lb/single block)at each Tray Location C Tray 1 Tray 2 Tray 3 Tray 4 Northern A 11 lbs. Northern B 5lbs. Interior C 5lbs. C Interior D 11 lbs. Interior ES lbs. Interior F 11 lbs. Southern G E Southern H 161bs. Southern 1 1 161bs. Li PanelClaw, Inc., 1570 Osgood Street,Suite 2100, North Andover, MA 01845 C (978)688.4900-(978) 688.5100 fax-www.panelclaw.com 3