Loading...
HomeMy WebLinkAbout0011 THORNTON DRIVE ‘ • . iiiiisc,-7c--4..°s?1,21r°-°°77'1.4-e• teg/f)1112>1 A4/9"-...'-'eii?. 1 a 1 , ) . . _.........._ „. .. . . . . . . . . , ,. . , (.-........ . . t , , . . „ , , ., . 1 . . . , .... .. i,, . . . . . . . _. , . , . . , -,,,,:,.. . . . . , I . . . , . , .. . _ . , ..., _ . . . _ , .. . ,, , i . i a 1 PdrE S S (\Awn NO:v_6.,,S S M P `-t- \-.(::,(C-1,c'lkvE I \ ()Nell 310 - cc5 \--vi II 'Ve IKE Tn. Town of Barnstable 3 ��-�� I u 1 g i A Post This;Card So:That it is Visible From the Street Approved.Plans Must be Retained on Job and this Card Must be Kept e r Mit rx Posted Until Final Inspection Has Been Made Q p " Where�a Certificate of Occupancy'is Required,such Building shall Not be Occupied until a Final Inspection has been made Permit No. B-19-649 Applicant Name: Evan Mazzaglia Approvals Date Issued: 03/28/2019 Current Use: Structure Permit Type: Building-Solar Panel-Commercial Expiration Date: 09/28/2019 Foundation: Location: 11 THORNTON DRIVE, BARNSTABLE Map/Lot: 296-005 001 Zoning District: IND Sheathing: Owner on Record: DAVLIN REALTY LLC Contractor Name: Brian McPhail Framing: 1 Address: PO BOX 146 Contractor License: CS-108041 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $ 132,602.00 Chimney: Description: Installation of(140) 385W modules to total a 53 9,kW solar system. Permit Fee: $ 1,306.68 Insulation: Project Review Req: approved for sloped roof area Fee Paid: $ 1,306.68 a Date: 3/28/2019 Final: i, �F. Plumbing/Gas Rough Plumbing: ' . _ Building. Official �� Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorised by this permit is commenced within`six months after issuance. All work authorized by this permit shall conform to the approved application andtheapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws'and ru codes. This permit shall be displayed in a location clearly visible from access street or"road°and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 1 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:; Service: 1.Foundation or Footing g Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy -. Low Voltage Final: l Where applicable,separate permits are required for Electrical,Plurribing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site - All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Post This Card So That,it is Visible From the Street ApprouedkPlans Must be Retained on Job and this Card Must be Kept 6"A Posted Until Final Inspection Has Been Made 7 at, _ n ` y+m° Where a Gertificate`ofOccu anc slle aired,•such"B�u ld�ng shall Nottbe Occupied until a Final inspection has�been made t r.. �g Ki l t L. «.�....w.,..... .,. _,�.. "n�...e..._.. .».,p_�.,....�:;'",v� s Q < �a,3: vc, A__.. ..,.;�. :c.:....<� � ,..<�r�:. �.. a_u�..���, ._ ,__�zG..ra.�_,. ,, Permit No. B-17-3372 Applicant Name: BRIAN MCPHAIL Approvals Date Issued: 10/23/2017 Current Use: Structure ` Permit Type: Building-Solar Panel-Commercial Expiration Date: 04/23/2018 Foundation: Location: 11 THORNTON DRIVE,BARNSTABLE Map/Lot: 296-005-001 Zoning District: IND Sheathing: Owner on Record: DAVLIN REALTY LLC '• ' R < Contractor Name: .BRIAN MCPHAIL Framing: 1 ' Contractor License: CS-108041 Address: PO BOX 146 � ! . ,: .. . ' ,. , . 2 WEST BARNSTABLE, MA 02668 - - Est. Project Cost: $90,658.00 Chimney: Description: Install 82 Solar Panels on Existing Roof to Generate 33KW'Power. Permit Fee: $924.99 �' Insulation: No Structural Amendments are necessary ort perEngineer s Rep . 1 � Fee Paid: $924.99 Project Review Req: 2 Date 10/23/2017 Final ._Z Plumbing/Gas ,. , Rough Plumbing: _ i, - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized byghis permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application anted the!approvedl construction documents;for which this permit has been granted. Rough Gas: ur All construction,alterations and changes of use of any building and stricture shall be in compliance with the local zoning by laws arid codes. y Final Gas: This permit shall be displayed in a location clearly visible from access streeorroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. i • t' 1 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and,lire Offi•ci•als are provided on;this permit. Minimum of Five Call Inspections Required for All Construction Work: a z Service: 1.Foundation or Footing a 2.Sheathing Inspection ` _ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final. 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: y 6.Insulation • • 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). • Fire Department Building plans are to be available on site . All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name 1N" 114`P144J,L Telephone Number 5V C79 1°8 Address D 4-y f CAS Po License# 10' 0 11) 14-Dc*t &'Tbl, MA 01111 0 Home Improvement Contractor# Al/A- ( ;7I1l1 M- I 2Q Email vMC f 4M ,1e SO L-£Okl Worker's Compensation # 6 OLA 6-oky- -f 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � 1 (A/AK P1 £ e- . SIGNATURE DATE (1 Za. , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 61 (- Parcel doS,- CO I Application 2)I — 1 - 34q-a, Health Division Date Issued !0 23 /7R4/4k Conservation Division Application Fee /6d Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis CO e Project Street Address 11 T1 P��N D i2-1 V€_ Village 4yA-tvN is / 2-NST1 -13L Owner 1>.A-V ►-i N L1---(--- Address 5 Aq-- 4..... Telephone cV8 7 71 — 3 22 Permit Request /N S 1� 14-1— tom- So Lam- PA'v 0A) 'S7 tiC To 6 s3 141A, rOW E, N o Sr-v cr IJ . / EN P A✓!3 A(7-4._ Mf-e S P€f EN 6 Air-Lie-`3 ((C'o(r-- Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total ne ) 1 Zoning District )N' Flood Plain Groundwater Overlay Project Valuation J 60 Construction Type 5o 10 'lEA-A a'v Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supp ing documentation. ion. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) 7 03 cs Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's High,, ay: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) , Number of Baths: Full: existing new Half: existing - 1 new `-' Number of Bedrooms: existing _new D 3 -� Total Room Count (not including baths): existing new First Floor Room Co tit: I Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other a Central Air: ❑Yes ❑ No . Fireplaces: Existing New Existing woo 1 coal sto e: ❑des ❑ Detached garage: ❑ existing ❑ new size_Pool: CI existing ❑ new size _ Barn: ❑existing 0 new size_ ~` Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: . Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes j Li °!o If yes, site plan review# • '\ Current Use Proposed Use FOR OFFICIAL USE ONLY - APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER a , DATE OF INSPECTION: FOUNDATION FRAME • INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. T Design, LI,,C Structural Engineer 1248 Randolph Avenue. Milton, MA.0218E quoctuanpe(ci)gmnail.coin Phone: 617-797-663 7 September 25,2017 Town of Barnstable Inspectional Services 200 Main Street,Hyannis, MA. 02601 Re: Existing roof structure 10 Thornton Street Hyannis, MA. To the Town of Barnstable inspection service department: Based on roof framing inspection and roof structure assessment on September 10, 2017, I certify the existing roof structure located at 10 Thornton.Street,Hyannis, Massachusetts will adequately support the additional loads of the new solar PV system in accordance with the 81'' Edition of the Massachusetts Building Code and 2009 International Building Code. The following loads were used to calculate the capacity of the roof system. 1. Roof Dead load= 5.0 psf 2. Collateral load =2.0 psf 3. Ground snow load =30.0 psf 4. Minimum ground snow load=25 psf(Control) 5. Wind speed= 115 mph 6. Panel weight=2.8 psf(Sloped roof) 7 : Panel weight=4.8 psf(flat roof) Note: All loads are based on latest 780 CMR dated 1131/2014. If you have any questions,please call me at 617 797-6637 Regards. ve OF Af4s,\ q YUAN V. fit. Titan Nguyen �' Sri t (,Structural Engineer License 45563) 48/ONA 0 • . • Town of Barnstable '` ' Building Department i P Services Brian Florence,CBO 1 -.moc Budding Commissioner • 200 Main Sheet,Hyannis,MA 02601 www.town.barnstable.m&us Office: 508-862-4038 Fax: 508-790-62:30 Property Owner Must Complete and Sign This Section . If Using A Builder 1 I, l t f) t C %1-t ,as Owner of the subject property hereby authorize k5 9-1 1!-'.:' ---0 - -t --�t. to act on my behalf; in all matters relative to work authorized by this building permit application for: 1 / cam ®r' rc 1.pl,i'vNit S M q (Address of Job) (50 1-4),(2.- 21-,WSMIX- #2-) **Pool fenrf s and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all anal inspections are performed and acc ted. S of Owner Signature of Applicant • -Dews t ' . ike • 13 F-_T—A.A) iL4aH-A-L-L. . Print-Name Print Name * . yi5/7 q 2,4 ( 11- . Date • Q:FORMS:OWN ON O Rev:Og/16/17 • • T Design, LLC Structural Engineer 1248 Randolph Avenue, Milton. MA. 02186 quoctuanpe@gmail.com Phone: 617-797-663 7 September 25,2017 Town of Barnstable Inspectional Services 200 Main Street,Hyannis,MA.02601 Re: Existing roof structure 10 Thornton Street Hyannis, MA. To the Town of Barnstable inspection service department: Based on roof framing inspection and roof structure assessment on September 10,2017, I certify the existing roof structure located at 10 Thornton Street, Hyannis, Massachusetts will adequately support the additional loads of the new solar PV system in accordance with the 8th Edition of the Massachusetts Building Code and 2009 International Building Code. The following loads were used to calculate the capacity of the roof system. 1. Roof Dead load=5.0 psf. 2. Collateral load =2.0 psf 3. Ground snow load =30.0 psf 4. Minimum ground snow load= 25 psf(Control) 5. Wind speed= 115 mph 6. Panel weight=2.8 psf(Sloped roof) 7. Panel weight=4.8 psf(flat roof) Note: All loads are based on latest 780 CMR dated 1/31/2014. If you have any questions, please call me at 617-797-6637. Regards, LIA � LtH o 4i4ss4c ti �.,.� o TURN V. G NGUYEN 1 Tuan Nguyen STR .4E43 (Structural Engineer License 45563) s;o 1 s4, r ? .; soled V „ CONFIDENTIAL ABCO TooleJnc. August 11,2017 - 11 Thornton Drive Hyannis,MA 02601 Letter of Intent(LOI) ABCO Tool&Die Inc.-Solar Energy Project—32.8 kW DC Dear David, At SOLECT we recognize the importance of managing your electricity costs while also making a commitment to renewable energy.We look forward to facilitating that objective with the development of a solar project at 11 Thornton Drive,Hyannis,MA(—32.8 kW DC). 1 SOLECT proposes to pursue the feasibility assessment of a solar electrical generation facility for David Bourque. Both parties to this agreement,David Bourque and SOLECT,wish to enter into this LOI in order that SOLECT may conduct due diligence in order to evaluate the proposed development and transaction,and set forth their agreement on certain matters pending consummation of the Proposed Transaction. Should David Bourque choose not to implement the project after SOLECT completes the referenced feasibility work,David Bourque agrees to reimburse SOLECT for costs associated with the preliminary design,engineering and application fee required for submission of the Interconnection application with Eversource(not to exceed$5,500). If the project is approved and David Bourque enters into a contract with SOLECT,these costs will become part of the overall contract budget. Except as required by law, no public or other disclosure, either oral or written, concerning the Proposed Transaction, the Project or the terms of this LOI shall be made by either Party without the other Party's prior written consent. The Parties acknowledge that there are material provisions of the Proposed Transaction that have not yet been negotiated or agreed and that neither Party will have any rights or any legally binding obligations with respect to the matters addressed herein unless and until Definitive Agreements have been approved by each Party's respective management and executed and delivered by the Parties. David Bourque agrees to negotiate in good faith such definitive documents as may be required to consummate the Proposed Transaction. This LOI shall be effective as of the date of signing and expire 3 months from said date unless sooner r- I,mated. 110 J' ftin as Sign and Date Da Bo a Sign and e 2 1/a/17 COO Owner SOLECT Energy Development,LLC 1'M grail P 89 Hayden Rowe Street 11 Thornton Drive Hopkinton,MA 01748 Hyannis,MA 02601 508.598.3511 89 Hayden Rowe Street - Hopkinton,MA 01748 Ge H i Q HiQ Solar TrueString 208V Inverter Qj dies TS208-5k75 Specifications ,... ,, 400,0 4. :ii--„,,,_,..0:,,,--,- - ,.., rr:,,K ,0:3,00,- ,...._ 4. ,..,..„. .„.4.4.. e r„.„ 0 . .,./ ,00,00,.. 00,„ _ . ,, , v,.:., .. , .... , to ,,, . .. .. ma's k � �'. �� s[' ��` J kq It 4 v� 4 } Features Applications • Rugged 3-phase 208V plug &play system • Rooftop commercial, usable where other solutions just won't • Small and light (hand holdable, 24 lb.) work-for example coastal, desert, high altitude locations • Non-isolated inverter for use with ungrounded DC systems • Car ports, parking and shade structures; units may be • Peak 98%efficiency, 97%CEC mounted at any orientation, under modules, on racking:. • 200-850V MPP voltage range for 600V and 1,000V systems without extra strengthening,clear of risk of liability from • 5.75 kWAc full power MPP voltage range 325-525V vandalism • Two DC string inputs with independent monitoring and MPPT .. ' • Waterproof NEMA6,silent convection cooling • Designed for high reliability, uses no electrolytic capacitors • Wide temperature range, -40 to +65°C • Utility-Interactive; Listed to UL1741 • Compliant with NEC 690.11 arc detection . t Note 8 g° Operates on 5-wire wye -neutral must be connected ' ... :.# ;.�` 0 or damage may result e, a ,. , . t • p ,< I -... R8;; //t:r4:` t7»' R' R"e'°f R "% fry. u, i,d. ,� _ (QtbD HiQ D/d Solar TS208-5k75 Specifications !Ordering Guide s Item Part Number Description TrueString TS208-5k75 TrueString 208V Inverter,5.75kW,3-phase. Inverter with MC4- _ System compatible connectors. MPPT per string,monitoring per string. Includes 10 year limited warranty.Does not in:lude Gateway. Does not include AC cable,must be ordered separately. TS208-5k75 Option A Option-Add RS485 communication and Aux.connector. Must be ordered at time of system purchase, not retrofittable. TS208-5k75 Option W25 Option-TrueString System Warranty Extension to 25 years for t TrueString 208V. Must be ordered at time of system purchase. Includes system Gateway(s). TrueString CBL-208A-o5 TrueString 208V AC Cable,5ft. Includes TrueString 208V AC mating AC Cables connector,other end unterminated. CBL-208A-15 TrueString 208V AC Cable,15ft.Includes TrueString 208V AC mating connector,other end unterminated. CBL-208A-3o TrueString 208V AC Cable,Soft. Includes TrueString 208V AC mating connector,other end unterminated. CBL-208A-5o TrueString 208V AC Cable,Soft. Includes TrueString 208V AC mating connector,other end unterminated. rj 4 , 3 .. \-4 - : 1, , if: III, I'll . i ll si tad C f t 1 # *yx f/ , ei. a,* r a• T ' 41 © 44 HiQ Solar Inc. 14th Mar 2016,TSTS 02 US #,� ' + '? �� Data subject to change without notice ••� Q �' 2030 Duane Avenue,Santa Clara,CA 95054 ,t `, :► i . F�4: info@higsolarcom,www.higsolarcom +'` 2 , '.sy - ,g'`#`. ,.,.r •- i„ ''� y ':& ;t ` ,I T a J. ._.. ._ �.,._,. ""0-s.,� 1 �,�. • ,�.,.,,a..+1 '„.•* �:a 3 ..N*.� _ r r<a..-, 4"'�=�°a �--,7sac�:�� �� oQ wo TS208-5k75 Specifications / Solar AC Output,continued " r AC lower frequency trip limit Default 59.3 Hz +/-o.1 Hz Adjustment 57-59.3 Hz in o.1 Hz increments Clearing time default o.16 s +/-2 cycles Clearing time adjustment o.16-300 AC upper frequency trip limit Default 60.5 Hz +/-o.1 Hz Adjustment 6o.5-62.o Hz in o.1 Hz increments Clearing time default o.16 s +/-2 cycles Clearing time adjustment o.16-30o s AC lower voltage trip limit Default i06 V +/-2 (Phase to Neutral) Adjustment 85-106 V Clearing time default 2 s +/-2 cycles Clearing time adjustment 1-2o s AC upper voltage trip limit Default 132 V +/-2 (Phase to Neutral) Adjustment 132-144 V Clearing time default i s +/-2 cycles Clearing time adjustment 1-20 s AC reconnect delay Default 5 minutes +/-1 s Adjustment 1 s-io minutes AC synchronization in-rush current o A Maximum output fault current and duration 16 A,<0.5 ms AC minimum wire gauge for grid connection 12 AWG AC disconnect means The AC connector has been evaluated and ap- proved for use as the load-break disconnect required by the NEC2 Other Specifications Peak efficiency 98 CEC efficiency 97% Dimensions 475 x 334 x 76 mm(18 3/4x 931/8 x 3") Weight » kg(24 lb.) Operating temperature range -4o to+65°C(-4o to 150°F) Power consumption standby/night <4.5 W/<4.5W Cooling Natural convection, no fan Communication Powerline Environmental rating Outdoor/rooftop, NEMA 6, IP67 Certification Listed to UL i74i/IEEE-547(Utility Interactive) CSA C22.2 NO.io7.1, FCC Part 15,meets the requirements of NEC 690.» Included warranty io Years,optionally extendable Hip Solar Truestring zoSV Inverter 5pecffications,TSTS cz-US Page 3 • oev HiQ 0/4Z? Solar TS208-5k75 Specifications DC Input(2 identical inputs) f ,..� :At .. Maximum open circuit voltage per String,Vac 1,000 Vpc Full power MPPT range, per string 325-525 VD( PV start voltage 200 Vpc DC allowable stacking ratio(total,2 inputs combined) Must not exceed 8.9 under any circumstances' DC maximum input current, per DC input io A DC maximum input short circuit current 3o A DC maximum input source back feed current to input source o A DC disconnect means The DC connector has been evaluated and approved for use as the load-break disconnect required by the NEC2 rAC Output AC maximum continuous total output power to+45°C 5.75 kWAc max AC de-rate with temperature,+4o to+65°C -102 WI°C AC maximum continuous output current,per phase 16.o A AC maximum output over current protection 4o A AC 3-phase system compatibility 208V Wye,3 phases, neutral and ground AC voltage range, phase to phase(min/nominal/max) 183/208 1 229 V(Limits adjustable,see below) AC voltage range, phase to neutral(min/nominal/max) io6/120/132 V(Limits adjustable,see below) AC output frequency range(min/nominal/max) 59.3/60/60.5 Hz(Limits adjustable,see below) Power Factor 0.98 _ f 1 e 1 o . sir lir Mr" -Thy •' r Note r:Stacking:On the DC side of the inverter,each input limits at 3 kW and/or ioA,and the combined total AC output is limited to 5.75 kW.Higher DC STC string powers may be applied,the inverter will limit as described above.Total stacking for inverter must not exceed 8.9 under any circumstances Note 2:NEC section 690.17,allowed by the exception of meeting requirements specified in 690.33 Page 2 riio,SolarTruestring 208V inverter Specifications, I STS o2-US ? ,� _,.s - kt. s -: ,F,� i s P E^` - c`. '.r s - T y ,,- $ >� w 3 ') i ta, t 4 ',� ,rfc�.f f _I :iF! '14 s �� ;;z.:L -4 -:,-,--";4 i'4:.--:--312V .,`";'*"!>4: * Z.341 it -F-,,, ,..,,,,,, .stfl - ,,,' , , ., 4 ,,,: ,,, 4 ' � .� ' .. ' e {r r '' t ', : far', `d e.zt iru,tae,t"�`''� ''''' 6 7,..„ y€,t . n fix` ..3,` `� • ait.''''',, , �r5^ A` } 1§ 1'" ,,,,IT,, #,„-t 4.x R � " - .«a" q r ThenYnext step` the EcoFoot 'ne. > VOZQ 1 installation professionals I 1 EcoFoot2, helped Qs ha ways(e make I�- , [t k Ec0Foot2+ai. More validation, parts, increased design flexibility. .1 � � . e - ! ° 1 ' i/� wn .`�` /%///%j-=ice/j j ;�• T r#, j jj1 ' , - 1';''''''' '' V1,-.41 4:C1!iij,'`°.''r'T ;''• ' -i i ( ( i ' ' i;''' ilic ifa 3 kJe ; , 7:1,- ji Three main components (six with the push pin E nut) ,,,,L,,:,„..,,,,.._.,„,,,,,,.-,..',*-*".' ,,,„ , - ..,-- - --... st-,'- 1 '.--,,,::77"-..--',7-. ---, ,6 j 7-, , ., _,, r. , — „,, 4*„ --...,4','A.,.. t'.�r, ;.. ! .,5 », fi 'a d^ F 's ?5 = ' ..,s :.,'S g., .;0,^.,e. 3#,4iY '1" ";",..1'"i .aa , ° 4 n` : g o F i-, .,•_'",•C44 �'Y:r „> she Foot � � w ' Preassembled.Universa' Clamp „ , ,. L,,, - Deflector ,,,,:� , ` � ,7, .., � s ",fir + 'k ,rr�1' - £. > i>;a" �ar 'i ea e :x q<, .,N� a :, { ' M- Y <,�''� K: srk � � ,2 --� hftelUL'Ifsted resins heat �'' i, lhe new_�preassembled�:univeisal r, :�Our.;deflecto� is galvanized with er >• `� deflection properties ale ari advantage: clamp achieves in egrated grounding a Gqo steel ©r if yoo_rather you %> #_ on fully exposed roof tops. without the use o`grounding washers. can elect the alumnium option 004 ,t • 340 W State St,Unit 22,Athens,OH 45701 I, 740-249-1877 ; www.ecolibriumsolar.com ECalibrtun SO(arx 1 x'- .E "'Y -� rr :'� l�`:.7.. 4 i <`k�3 z z n 't,' or F • r. 4. EcoFoot2+ie .._•.„,2,..,, cFot2sr FeedaEob •:.-:::ii The Eco,Foot2+`� design en ayncements`1ncrease the products ability to satisfy the most; E : r , .� ;2 :�1 �'ar.� t 2"' < „ w _. .,,. S� Ra':a .,-:^ 'v' c �. 'a #. +Fw s. t•x wY,.: y y'a-.: zr r � >��t iti �- �-'� �, a 6i,. �x S,f=; xr �•�.� t � _e M4 4 �L � '.��^ < ,,fi�Vy .±.�rfE'2 j::.y �� i:�,yr� r i�,;� .4 x, y�:.,n.'-� „g ':�,� '' ' ,� `diffic�ult�site or roiiofto" o editions Th' abi.lit`�to tuck thefoot?o se at n oint: '� - Y �' ' .- rt F -' ,h`"��' .9.4P., rµf - Pp+, . ! y � e T RGM Ykl y p -.Riizi$ ;▪ � ?; :v,./=`., r.: a ' ,,.,; i i„ x.,- t, W, x'''�r 9'.;,,.,'4 £ .t+{?t �K;�a �' �t :.,i- � �;y - ,..,,--s' we °^''s°,, . „�, {L along( module-fra'me allows he"system to°workfightspaces;distribute weight; more Cr increase ballast capacity support wind speeds. 1715omph. r �_ • h , -„ , ' ' ' ' "' ' -" -/ /f- SVstem`Bene is ` � ', J r.. /� / �j/ //// • u - raw. i / ��i_%//� ��/ /�/ 'Low,. paatcount�c,--_: .:-.:,..:, ,, ._, x . ,, . ..:::,.. / •r./' 'J j'��!,// k ., %fro � ,, ,_-,. `/ �.�j/,jam- • Rapid system deployments • °Y /- , �. 4+,; Preassembled Universal'Clamp /: -'1,.�' / �.' Increased design flexibility ' '� '�� b More ballast capacity 7 � , ,`� Validation Summar j � � % ,, ' Fire Tested for commercial rooftops /��' 'y �� *'' / / • SEAOC Seismic Compliant sue' �< i / Wind Tunnel and CFD Tested � 7. ,4r,,; 4 �/' ' UL 2703 Qualified, Bonding/Grounding 4f, . Y % �/ • Structurally tested ".' ` "'mot 4 '' � ' ..� ..� 4 ::.:�' �, n 1., a .'� f 'fi rf wrt x t hs s Yx' P;o t a ... 3 -➢ TechnicaE":S eci�icatians 6,� .' - _� '. r"Laa q{�� ,.�''#- . ,` 'e r '4 e 4 ^{ h6k b s 1 %5 :4)". s ZI: +iV, 3 'ma's dime▪ nsions t26 5 L x 18 25ttW z 8 3 N a :'Module inter-rows acIn 18 5' a ", , ' Weight: 4 lbs. Roof pitch. 0°-7° Module orientation: Landscape and Portrait Ballast requirements: 4'x8"x16" Module tilt angle:5°&10° Warranty:25 years ' I . MADE IN U. . A. 340 W State St,Unit 22,Athens,OH 45701 ; 740-249-1877 ; www.ecolibriumsolar.com ECo l r{u So la r } il ILG Innovation for Life's Good ea Better - . 1 ( $ 1 t 9 t It i i i • t I t II t i I ! l Preliminary Ver.03Ja,s102016 LGNeJNm2 72ce!! .G400N2 A5] iLG395N2W-TA51 11.7G3901\12 A LG's new module,LG NeONT"'2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires to T APPROVED PRODUCT b/. ���� enhance power output and reliability.LG NeONTM 2 OVE D(II'us C E C) �' 7 demonstrates LG's efforts to increase customer's value Intertek „„,ob,MMo„es beyond efficiency.It features enhanced warranty,durability, performance under real environment,and aesthetic design suitable for roofs. ., " k E Enhanced Performance Warranty } ' QQ High Power Output LG NeONT"2 has an enhanced performance warranty. 7 - Compared with previous models,the LG NeONTM'2 The annual degradation has fallen from-0.6%/yr to f has been designed to significantly enhance its output ' "I 'II -0.55%/yr.Even after 25 years,the cell guarantees 1.2%p "" ' 1, efficiency,thereby making it efficient even in limited space. more output than the previous LG NeONT""2 modules. Aesthetic Roof 0 Outstanding Durability ■■ LG NeONrN 2 has been designed with aesthetics in mind; With its newly reinforced frame design,LG has extended .1 = thinner wires that appear all black at a distance. , IMO the warranty of the LG NeONT"'2 for an additional The product may help increase the value of 2 years.Additionally,LG NeONT"'2 can endure a front a property with its modern design. ` load up to 5400 Pa,and a rear load up to 2400 Pa. •®• Better Performance on a Sunny Day \* Double-Sided Cell Structure • • LG NeONTN 2 now performs better on sunny days thanks The rear of the cell used in LG NeONT'"2 will contribute to i to its improved temperature coefficiency. I 1 generation,just like the front;the light beam reflected from ' "' . the rear of the module is reabsorbed to generate a great amount of additional power. • About LG Electronics LG Electronics is a global player who has been committed to expanding its operations with the solar market.The company first embarked on a solar energy source research programs in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry,and materials industries.In 2010,LG Solar successfully released its first Mono X0 series to the market,which is now available in 32 countries.The LG NeON'"(previously known as Mono X0 NeON)and the LG Ne0N1.2 won the"Intersolar Award"in 2013 and 2015,which demonstrates LG Solar's lead,innovations and commitment to the industry. I LG NeONt 2 72cell LG400N2W A5] rd395N2W 5 [LG390N2W!A5_ Preliminary Ver.03 Jan.10 2016 Mechanical Properties Electrical Properties(STC*) Cells 6 x 12 Module LG400N2W-A5 LG395N2W-A5 163901\12W-A5 _ Cell Vendor LG Maximum Power(Pmax) 400 395 390 Cell Type Monocrystalline/N-type MPP Voltage(Vmpp) 40.8 40.4 40.0 Cell Dimensions 161.7 x 161.7 mm/6 inches MPP Current(Impp) 9.81 9.78 9.76 a of Busbar 12(Multi Wire Busbar) Open Circuit Voltage(Voc) 49.4 49.1 48.4 i Dimensions(L x W x H) 2024 x 1024 x 40 mm Short Circuit Current(Isc) 10.49 10.46 10.43 1 79.69 x 40.31 x 1.57 inch Module Efficiency 19.3 19.1 18.8 Front Load 5400Pa Operating Temperature -40-+90 Rear Load 2400Pa Maximum System Voltage 1500 Weight 21.3 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance(%) 0-+3 Junction Box IP67 with 3 Bypass Diodes °STC(Standard Test Condition)Irradiance 1,000 W/mt,Ambient Temperature 25°C,AM 1.5 Cables 1200 mm x 2 ea *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. `The Typical change in module efficiency at 200W/m1 in relation to 1000W/m1 is-2.0%. Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module LG400N2W-A5 LG395N2W-A5 LG39ON2W-A5 Certifications IEC 61215*,IEC 61730-1/-2* Maximum Power(Pmax) 295 291 288 UL 1703* MPP Voltage(Vmpp) 37.8 37.4 37.0 IEC 61701(Salt mist corrosion test)* MPP Current(Impp) 7.82 7.79 7.78 IEC 62716(Ammonia corrosion test)* Open Circuit Voltage(Voc) 46.0 45.8 45.1 ISO 9001 Short Circuit Current(Isc) 8.44 8.42 8.39 Module Fire Performance(USA) Type 1* *NOCT(Nominal Operating Cell Temperature):Irradiance 800W/m1,ambient temperature 20°C,wind speed 1 m/s Fire Rating(CANADA) Class C*(ULC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax • Linear warranty** Dimensions(mm/in) *In progress **1)1st year:98%,2)After 2nd year:0.55%annual degradation,3)25 years:84.8% Temperature Characteristics ,,, - . / `� Lal _ NOCT 45±3°C Pmpp -0.36%/°C Oetaill Ifetalv fa E Leta)t n.°....m.®, Voc -0.25%/°C 1074.0,40, Isc 0.03%/°C ''y° `"°°°t 40.014 ,'«ae \- .. ,:ors Characteristic Curves mpg,.cs ' N e. ■ 1o00W ."...Nn E U 600W 400W xo0w 1 - vdtag4(v) 11 , 11 0 5 10 15 20 25 30 35 40 50 g. 130 E _„__. Ise S 14 65 Prma R 32.5 3a ° X a 0 Temperature •The distance between the center of the mounting/grounding hales -40 -25 0 25 50 75 90 �1 North America Solar Business Team Product specifications are subject to change without notice. > LG' LG Electronics U.S.A.Inc 0 t't j' Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 l,. - ;• !r Copyright©2017 LG Electronics.All rights reserved. Innovation fora Better Life ', Ite' 'C ti Contact:Ig.solar�a Ige.com 01/01/2017 r�5k www.lgsolarusa.com • -.r1D •_ u I. r ;;'solect. ,,< Annual Production Report produced by hris Steele Phase II ABCO Tool & Die Inc, 11 Thornton Drive Hyannis, MA A Report IA System Metrics 9 Project Location I. ect Name Tool Die c Design 1 Project Address '�i t ThOorntonDrive Hyannis,MA Module DC - Phase II �' y "tp f J p4 / ' ! J y 32.8 kW "°. '` t y. Ron s fruck Sto -1-- -Nameplate _ - .p ,�,µ`-lr p t ,, P. -Prepared By Chris Steele "" - o n t #aa ,,O _, r -t csteele@solectinc.com -Inverter AC 28.8 kW o Sencorp While,Q. Nameplate Load Ratio:1.14 o / ?, ;� rt " ' -.or fir r o Annual Production 37.70 MWh '� C Ji ^,.t :: ' 1 . 4• pe Cod Truck Caps tr. • Performance Ratio i 75.8% ¢ x: d . 9 r 1' r kWh/kWp ; 1,149.3 444, Fabric Loft { t' i# �D �Spoonaa�'d�S ee d TMY,10km grid(41.65,-70.25),NREL ,a Weather Dataset ''W ,� ® loads a.,.. r (prospector) t .' ' !3 if,i/t ..•3., o s' '" 1413139342-a8a534a3c4-b277d3903c- Simulator Version t g b 854342d3fd > 4 el t - ,,�,. ;Gpogle_,,;„o;,;,;e®;i,iassnc!usens EGtt uSDA Fern Service Agency rid Monthly Production O Sources of System Loss 6k AC System:1.0% Shading:3.9% Inverters:3.2% 4k -. _ - Clipping:1.5% ` ► //�� 3 Wiring:0.2% V Reflection:3.5% - 2k ._ Mismatch:4.3% Temperature:0.79----" a ` Irradiance:0.4% \ Soiling:9.1% D f Tr T T_Tr T_T T_T_T_T I ial Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month GHI POA Shaded Nameplate i Grid-� (kWh/m2) (kWh/m2) (kWh/m2) -- - January 58.1 r 67.0 57.2 I 1,252.9 1,113.2 ` I February !80.8 90.0 '83.8 1,853.6 11,745.8 March '119.6 ,127.4 122.4 3,117.1 2,980.8 April i 148.9 l 152.9 149.6 4,554.7 4,087.4 i f May )176.5 F 177.6 '175.8 5,359.8 4,735.1 'June 177.7 1178.1 176.6 - 5,390.1 4,731.3 kJuly ,202.2 203.6 1201.8 6,162.5 5,374.2 August 159.3 i 162.8 1 159.9 4,871.5 4,232.7 i I September 126.5 133.2 128.8 3,904.7 3,514.0 October 93.7 102.4 97.0 2,922.9 2,653.5 I I November 157.8 65.8 58.4 1,743.4 11,536.2 , i December ,47.5 55.9 46.3 1,156.8 1992.7 © 2017 Folsom Labs 1/3 August 07, 2017 i 1 :=solect ,15o a•Smart aus;=ca Annual Production Report produced by Chris Steele F ; Annual Production b Condition Set • Description Output I%Delta Description i Condition Set 1 Annual Global Horizontal Irradiance. 1,448.3 Weather Dataset TMY,10km grid(41.65,-70.25),NREL(prospector) • - POA Irradiance I 1,516.7} 4.7% "` "'--'- - - -- • �-- -- --- { - 1 Solar Angle Location Meteo Lat/Lng Irradiance I Shaded Irradiance 1,457.6 I -3.9% .>. _ _ (kWh/mz)- Irradiance after Reflection 1 1,406.2 i -3.5% Transposition Model Perez Model Irradiance after Soiling i 1,278.1 41% Temperature Model Sandia Model Total Collector Irradiance 1,278.3 0.0% - - — — - - - -<--- ------ • Nameplate 42,290.0 Rack Type a b Temperature Delta Temperature Model Output at Irradiance Levels I -42,11 L8 �0.4% Parameters Fixed Tilt — -3.56 -0.075 1_3°C fff+ Flush Mount -2.81 I -0.0455 1 0°C Output at Cell Temperature Derate 41,796.1 -0.7% _ _ _ s ! Energy 1 Output After Mismatch 39,979.1 -4.3% J F M AM J J A - S O 1 N D ---- — Soiling(%) --- )- (kWh) Optimal DC Output 39,916.6 -0.2% • — - 30 1 30 20 15 1 5 l 5 l 5 1 5 1 5 H 5 5 ' 20 Constrained DC Output 39,319.0 -1.5% -- ----- ------- --I Irradiation Variance 5% Inverter Output 38,077.5 1 -3.2% - . .- Energy to Grid 37,696.7 -1.0% Cell Temperature Spread 4°C Temperature Metrics - Module Binning Range 0%to 1.6% Avg.Operating Ambient Temp 11.0°C AC System Derate 1.00% ,- - T - ` Avg.Operating Cell Temp^ �-- 18.5°C Module Characterization Simulation Metrics Module Characterizations LG400N2W-A5_Rev002(LG LG400N2W-A5 Rev002.pan, Operating Hours 4668 Electronics) PAN Solved Hours 4668 Device Characterization Component Characterizations - - - T5208-5k75(HiQ) 1 Spec Sheet Efficiency a Components AL Wiring Zones Component Name Count Description Combiner Poles String Size Stringing Strategy Inverters T5208-Sk75(HiQ) 5(28.8 kW) Wiring Zone 12 10-10 Along Racking Combiners 1 input Combiner 7 Wiring Zone 2 - 12 - - 11-11 Along Racking Combiners 2 input Combiner _ 3 Wiring Zone 3 12 11-11 �� Along Racking �� — Strings 10 AWG(Copper) - 8(115.7 ft) Modules LG Electronics,LG400N2W-AS_Rev002 82(32.8 •.:: Field Segments (400W) kW) Description Racking Orientation Tilt Azimuth Intrarow Spacing Frame Size Frames Modules Power Field Segment 1 Fixed Tilt Horizontal(Landscape) 10° 202.645° 1.6 ft 1 x1 60 60 24.0 kW Field Segment 2 Flush Mount Vertical(Portrait) 22° -113.021° 0.0 ft I x1 11 11 4.40 kW Field Segment 3 Flush Mount Vertical(Portrait) 22° 293.562° 0.0 ft 1x1 11 11 4.40 kW © 2017 Folsom Labs 2/3 August 07, 2017 f 1 i i'solect aT N3f` .� Annual Production Report produced by hris Steele ® Detailed Layout 1 '.tom`f,sr1. #-, ° ` ��r� s -_`•� }r<, 1' . t rx j � fli ! — i•>t3+ ^5.� i '�,.,_. - S Zf .�3• 4 it =---.. :.r f `�' /3 ' .`"..,'''_ F t � ape��,yi. ...-'--.. .. r t .`+' w,:,Z ktJ}t` 'i '�: 4•e ;1'. "}7' 2..-.` 1 d `'•.J' t"j giR i• z"' •" 1 J .*Ss;. -'"=v; is ya•,r ,... _,� z .• ^' , �2;r�if i ; _ �� , •.• --�.� _ ,,1 r4 ,.t .sa, �t +, ik, ; n• `- ?, S/ `cam a k# ` s ) �`= :. 1,.i'"t S xt: rr r ? z1 `A ,� 44�. ,. �,.- 4 x g !t a: 14(r' '"1 '' , 1 r e , _4 ,,‘ ..,,,_ - „, �Y]�t r,d,. t� ` ,fi'- '' `." •�4 '',4fit ,. f �Hry !,+ ,• %'M1�'ji f y( ./ tt y =�4 Yh „r'�f/ • i`' • i 2 IT. . t F ,("%A yg�., ![ r._ r u+* -r • ui. - - F{J..V`4 - .-�+ • .� 2� .. .U- 'Fefl $ fior 01 Qom, 'r" �� i. ('ilvy ?Q' n - ks f+ �~- A p js,..; _ J bd .a s Y$ a .`f,• ,., 'IVA d 4... , .,•c .ri..i,. jw,, #• •�s `z,' j,*i ',. ' , ' ''yr 9J �7°F . `0i o+, . .". ' t c ., aft; s- • • .y } d a K - ,tF A• `.j s kk ,t 'No- a ,3., kz`,' %>v 6.F ,1,. i - �`f 141114, `*�> :y '1 s y � ir r• . I' gr' 4t Y- r • ,i— 'tS kti1+,1== . a 1 ' .,r ' �- y .� . ( • `Y d£ + fk.,P '+ fit i� `,, 1Jt 1 •.s. i -• / J f J,' +-, f ° J�V• ,d � ��'�C��'17�� •e ''r�.tK'"��.a E�'� i� � a; '`sty}` � �{k.� �, it. ^..'s t , �,P ,It �j- y w+E r •Y;.- ��Ee��j� \y '�l i•� h ',..7 r, ,Jl. �.k[ .l f "�a�.E..,i - a: ',fi i 4: ,i; l � sy,_: �C X • S)5 � t� ..��Shy t. � w: C 7 �- i•p� '' (.� � F L t �t . -x � �-. �--_ �J ��.,. ^�y�� • -M'�`7-M . iTf rL 7�t� yl9Y • n.. t -L. '-.- a — i. sad ,1 „ -it .'i y "� .. V. ! •1"' ,t . K ,, , d . i a , v 'S' ` i.l•R i ►:y AIR F � \t 1 .1 S+A � ) -r'!\� 4 ! ri „rr: }R�#:.k l i J t..-.. �'\ .k. i'!i •+ .F t { . k4 P ax t }}9 {f �' 1 tt t • l.raw, ti ,;.c1p�' 'S•", •` ,y ,k. a Iti..?�„w i� - i f ,' .,. fit, ": r'tr,l i� iti , v�';. - `'�i� .,a� Y .Y .� �..�y, �'� R +�.� U.;y( •'2'�'� ',�{1. '• I'1 s`J t ERR M :.. ,•. (:a $.t i y• .. -- '~`` • t' N, ,-k,,, ,'i23LJ / t L," `� „AI „.4 i e y+ `a^.'7' zt5,:*d} / �?�'. j • / • t t ? c a{ t cf f� 5 S`3 +i 1 3,1. t•r s ¢ > 4 .?, Y J 4 el ; i,P.-;- 7,.k gr: r'� J'r 7st n r :� } ,. tt W ,ice- .- J>•v•.. "4.." • ,~ a r r 1 b f r§tt t.,, ati •s �> ,, ���R i t" 'a�,e� ,,i 1, ;, r 4 t,��/t J � [/+�s.�., r{ � t. +'` � a�'<_�'� t' +era 1�' �.s�r..T�r i �1 \ )ti� -� � x: �; ',4: 44,,' -t�S O�V� r e 3 n:. 1'+" s t -dill -r �1. i' '�4 'u y? y(„ �.�i ) (, '1 �Af5. � r, u i'• r •t i 5 r T r ,a, art S slit } r 1.S: 1 r1,t� sYy�? d s j K!•a t, r + v .y` Y tl • l mot 1�'h ::: v R Go' yam. ,.' ••: �i , '� \. :#1..K"':!• .�` ,.e F a . 1 , rr r,.G; ..t,',r! r o .` iJ'3.'�..,.4 • Au ust 07, 2017 © 2017 Folsom Labs 3/3 g • . . ......... ,. . 0 LG Innovation for Life's Good ,F . a Better Life [E ppj .ani l i i I i I I t i Preliminary .i..�im _, �.< _. _ .. _:. �.�...-.,, _._ Ver.03Jan.102016 LG NeONT. 2 /2ce!I 17G400N2WrA5] 1.G395N2WrA51 [LG390N2W'A5 LG's new module,LG NeONTM 2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires to APPROVED PRODUCT enhance power output and reliability.LG NeONT"'2 DVE c(TIP r us (E t;E,)- 7 2 cell demonstrates LG's efforts to increase customer's value ems,s IntertekPhomuolca,Wades beyond efficiency.It features enhanced warranty,durability, performance under real environment,and aesthetic design suitable for roofs. �, Enhanced Performance Warranty 00 High Power Output LG NeON 2 has an enhanced performance warranty. 11111 o `U Compared with previous models,the LG NeON'2 Flom The annual degradation has fallen from-0.6%/yr to has been designed to significantly enhance its output -0.55%/yr.Even after 25 years,the cell guarantees 1.2%p efficiency,thereby making it efficient even in limited space. more output than the previous LG NeONT""2 modules. . Aesthetic Roof Outstanding Durability LG NeON 2 has been designed with aesthetics in mind; With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. the warranty of the LG NeON 2 for an additional The product may help increase the value of 2 years.Additionally,LG NeONT""2 can endure a front a property with its modern design. t load up to 5400 Pa,and a rear load up to 2400 Pa. •0• rI Better Performance on a Sunny Day Double-Sided Cell Structure I LG Ne0NT" 2 now performs better on sunny days thanks The rear of the cell used in LG NeONT"'2 will contribute to to its improved temperature coefficiency. generation,just like the front;the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its operations with the solar market.The company first embarked on a solar energy source research programs in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry,and materials industries.In 2010,LG Solar successfully released its first Mono X®series to the market,which is now available in 32 countries.The LG NeON''(previously known as Mono X®NeON)and the LG NeONTM2 won the"Intersolar Award"in 2013 and 2015,which demonstrates LG Solar's lead,innovations and commitment to the industry. LGNeJN-2 72ce11 LG400N21/A LG395N2W A5 [CG390N W AS Preliminary Ver.03 Jan.10 2016 Mechanical Properties Electrical Properties(STC*) Cells 6 x 12 Module LG400N2W-A5 LG395N2W-A5 LG390N2W-A5 Cell Vendor LG Maximum Power(Pmax) 400 395 390 - Cell Type Monocrystalline/N-type MPP Voltage(Vmpp) 40.8 40.4 40.0 Cell Dimensions 161.7 x 161.7 mm/6 inches MPP Current(Impp) 9.81 9.78 9.76 a of Busbar 12(Multi Wire Busbar) Open Circuit Voltage(Voc) 49.4 49.1 48.4 Dimensions(L x W x H) 2024 x 1 C 24 x 40 mm Short Circuit Current(Isc) 10.49 10.46 10.43 79.69 x 40.31 x 1.57 inch Module Efficiency 19.3 19.1 18.8 Front Load 5400Pa Operating Temperature -40-+90 Rear Load 2400Pa Maximum System Voltage 1500 Weight 21.3 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance(%) 0-+3 Junction Box IP67 with 3 Bypass Diodes *STC(Standard Test Condition):Irradiance 1,000 W/m',Ambient Temperature 25°C,AM 1.5 Cables 1200 mm x 2 ea *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. *The Typical change in module efficiency at 200W/m'in relation to 1000W/m'is-2.0%. Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module LG400N2W-A5 LG395N2W-A5 LG390N2W-A5 Certifications IEC 61215*,IEC 61730-1/-2* Maximum Power(Pmax) 295 291 288 UL 1703* MPP Voltage(Vmpp) 37.8 37.4 37.0 IEC 6170-.(Salt mist corrosion test)* MPP Current(Impp) 7.82 7.79 7.78 IEC 62716(Ammonia corrosion test)* Open Circuit Voltage(Voc) 46.0 45.8 45.1 ISO 9001 Short Circuit Current(Isc) 8.44 8.42 8.39 Module Fire Performance(USA) Type 1* *NOCT(Nominal Operating Cell Temperature):Irradiance 800W/m',ambient temperature 20°C,wind speed 1m/s Fire Rating(CANADA) Class C*(JLC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty** Dimensions(mm/in) •In progress **1)1st year:98%,2)After 2nd year:0.55%annual degradation,3)25 years:84.8% 7.0/113 ✓a Temperature Characteristics In \ A ,.. .. 9 NOCT 45t3°C i- 4.., Pmpp -0.36%/°C e'' om., as..t O.. Voc -0.25%/°C Isc 0.03%/°C. &=r'- Characteristic Curves - 'c rat_, . 1000W Iu 9. 800W _ 4 400W _ -_ +- 11111.1il 111111111 _ Voltage(V) �l el 5 10 15 20 25 32 35 40 50 I- 32.56. a li 's_ p Temperature CC) •The distance between the center of the mounting/grounding holes .00 -25 0 25 50 75 90 �'� North America Solar Business Team Product specifications are subject to change without notice. !0 ell- ❑ w LG LG Electronics U.S.A.Inc ® • Life's Good 1000 Sylvan Ave,Englewood Cliffs,Nil 07632 -V. yam' Copyright©2017 LG Electronics.All rights reserved. Innovation fora Better Life i, �. f Contact:lg.solar@Ige.com 01/01/2017 y www.lgsolarusa.com • r p . �t17 l �� H,(� HiQ Solar TrueString 208V Inverter L® C3 S®llcw TS208-5k75 Specifications 1 R ;. T ,%-f j 4 , . ... ,,,,,.. ..,.„.4 , � �. - 5 .tom' ��, �;,, ,r e.. ..., ..,,,, ,.._...„, 4 ,, ,.. , ,r . „ ........ a Features Applications • Rugged 3-phase 208V plug &play system • • Rooftop commercial, usable where other solutions just won't • Small and light (hand holdable, 24 lb.) work-for example coastal, desert, high altitude locations • Non-isolated inverter for use with ungrounded DC systems • Car ports, parking and shade structures; units may tie • Peak 98%efficiency, 97%CEC mounted at any orientation, under modules,on racking • 200-850V MPP voltage range for 600V and 1,000V systems without extra strengthening, clear of risk of liability from • 5.75 kWAC full power MPP voltage range 325-525V vandalism Q • Two DC stringinputs with independent monitoringand MPPT r p P s ;--,,_ a =, • Waterproof NEMA6, silent convection cooling • Designed for high reliability, uses no electrolytic capacitors - • Wide temperature range,-40 to +65°C xv: ; • Utility-Interactive; Listed to UL1741 • I' , „ • Compliant with NEC 690.11 arc detection 'x Note V ,; e e®* • Operates on 5-wire wye neutral must be connected ',*,,7 . . *E �r-Wit. : ' .i or damage mayresult _ :� ,,x. .- -. - .. 'P- ..arl -- — - • QAV HiQ C)/V Solar TS208-5k75 Specifications 1 DC Input(2 identical inputs) _il: w 1 Maximum open circuit voltage per String,Vo, 1,000 VQc Full power MPPT range,per string 325-525 VDc PV start voltage 200 Vpc DC allowable stacking ratio(total,2 inputs combined) Must not exceed 8.9 under any circumstances' DC maximum input current,per DC input 10 A DC maximum input short circuit current 3o A DC maximum input source back feed current to input source o A DC disconnect means The DC connector has been evaluated and approved for use as the load-break disconnect required by the NEC2 AC Output AC maximum continuous total output power to +45°C 5.75 kWAc max AC de-rate with temperature, +4o to +65°C -102 W/°C AC maximum continuous output current,per phase 16.o A AC maximum output over current protection 4o A AC 3-phase system compatibility 208V Wye,3 phases, neutral and ground AC voltage range,phase to phase(min/nominal/max) 183/208 1 229 V(Limits adjustable,see below) AC voltage range, phase to neutral(min/nominal/max) 106/12o/132 V(Limits adjustable,see below) AC output frequency range(min/nominal/max) 59.3/6o/60.5 Hz(Limits adjustable,see below) Power Factor _0.98 n if. .�.,,.r w , . TXTT1'I i. Note 1:Stacking:On the DC side of the inverter,each input limits at 3 kW and/or woA,and the combined total AC output is limited to 5.75 kW.Higher DC STC string powers may be applied,the inverter will limit as described above.Total stacking for inverter must not exceed 8.9 under any circumstances Note 2:NEC section 690.17,allowed by the exception of meeting requirements specified in 690.33 Page 2 HiQ Solar TrueString 208V Inverter Specifications,TSTS-o2-US • pQD HiQ TS208-5k75 Specifications I C? Solar i AC Output,continued AC lower frequency trip limit Default 59.3 Hz +/-o.1 Hz • Adjustment 57-59.3 Hz in o.1 Hz increments Clearing time default o.i6 s +/-z cycles Clearing time adjustment o.i6-3oo AC upper frequency trip limit Default 60.5 Hz +/-o.1 Hz Adjustment 60.5-62.o Hz in o.i Hz increments Clearing time default o.16 s +/-2 cycles Clearing time adjustment o.16-3oo s AC lower voltage trip limit Default io6 V +/-z (Phase to Neutral) Adjustment 85-106 V Clearing time default 2 s +/-2 cycles Clearing time adjustment 1-20 s AC upper voltage trip limit Default 132 V +/-2 (Phase to Neutral) Adjustment 132-144 V Clearing time default i s +/-2 cycles Clearing time adjustment i-20 s AC reconnect delay Default 5 minutes +/-1 s Adjustment 1 s-10 minutes AC synchronization in-rush current o A Maximum output fault current and duration i6 A,<0.5 ms AC minimum wire gauge for grid connection 12 AWG AC disconnect means The AC connector has been evaluated and ap- proved for use as the load-break disconnect required by the NEC2 Other Specifications Peak efficiency 98 CEC efficiency 97% Dimensions 475 x 334 x 76 mm(18 3/4x 131/8 x 3") Weight ii kg(24 lb.) Operating temperature range -40 to+65°C(-4o to i5o°F) Power consumption standby/night <4.5 W/<4.5W Cooling Natural convection, no fan Communication Powerline Environmental rating Outdoor/rooftop, NEMA6, IP67 Certification Listed to UL i74i/IEEE 1547(Utility Interactive) CSA C22.2 NO.1o7.i, FCC Part 15,meets the requirements of NEC 690.11 Included warranty to Years,optionally extendable HiQ Solar TrueString 208V Inverter Specifications,TSTS-oz-US Page 3 • QQD HiQ O/c:, Solar TS208-5k75 Specifications 1 I Ordering Guide Item Part Number Description TrueString TS208-5k75 TrueString 208V Inverter,5.75kW,3-phase. Inverter with MC4- System compatible connectors. MPPT per string,monitoring per string. Includes io year limited warranty.Does not include Gateway. Does not include AC cable, must be ordered separately. TS208-5k75 Option A Option-Add RS485 communication and Aux connector.Must be ordered at time of system purchase,not retrofittable. TS208-5k75 Option W25 Option-TrueString System Warranty Extension to 25 years for 1 TrueString 208V.Must be ordered at time of system purchase. Includes system Gateway(s). TrueString CBL-208A-o5 TrueString 208V AC Cable,5ft. Includes TrueString 208V AC mating AC Cables connector,other end unterminated. CBL-208A-15 TrueString 208V AC Cable,l5ft. Includes TrueString 208V AC mating connector,other end unterminated. CBL-208A-3o TrueString 208V AC Cable,Soft. Includes TrueString 208V AC mating connector,other end unterminated. CBL-208A-5o TrueString 208V AC Cable,Soft. Includes TrueString 208V AC mating connector,other end unterminated. • ) Fqr-Eir,--f-tir—_.._____ir,- —_., [ ar F m _-=« .. r,s. -x. "•.' 'w r t I o i11 iv i it :: ,;y ©HiQ Solar Inc. 14th-Mar-2016,TSTS-02-US x ' 4 ,, ,'r� w. , Data subject to change without notice ; $ / ' ,p1,** = 2030 Duane Avenue,Santa Clara CA 95054 . F% ...V.VV.4I ' a .•` ..."• z- , *a.°- " ; ' info@higsolaccom,www.higsolar.com i . • ••`` •h, . ; %;. 1..,,_ '" • ham' ,v. Quick Your Solution in Mounting Products . Solar • H2O • Conduit • HVAC • Custom Composition Mount Specifications - 5/16" PV Quick Mount PV®is an all-in-one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not need- ing to cut away any roofing,will out live galvanized 2 to 1, and is a better low-profile mount. Split Lock Washer SS 5/16"(Not a theft- C ..t . prevention feature) Fender Washer SS 5/16"x 1" EPDM Rubber Washer 60 Durometer 5/16" �t Sealing Washer SS 5/16" ES R-283 5 Hanger Bolt SS 5/16"x 6" 1 1/4" Machine, 1 3/4" Spacer, 3" Lag (2) Hex Nuts SS 5/16" Mount& Flashing Aluminum Mount 1 1/4"x 1 1/4"x 2 1/4" Beveled Block Flashing .05"thick For standard composition roofs: flashing is 12"x 12" e mount is attached 3" off center fi Lag pull-out (withdrawal) capacities (Ibs) in typical lumber: Lag Bolt Specifications Specific 5/16"shaft 5/16"shaft gravity per 3" per 1" thread depth thread depth Douglas Fir,Larch .50 798 266 Douglas Fir,South .46 705 235 Engelmann Spruce,Lodgepole Pine (MSR 1650 f&higher) .46 705 235 Hem,Fir .43 636 212 Hem,Fir.(North) .46 705 235 Southern Pine .55 921 307 Spruce,Pine,Fir .42 615 205 Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) ..50 798 266 Sources:Uniform Building Code;American Wood Council Notes: 1)Thread must be embedded in a rafter or other structural roof member. 2)See IBC for required edge distances. 936 Detroit Ave Suite D, Concord, CA.94518 Phone: (925)687-6686 Fax: (925)687-6689 Email: info@quickmountpv.com www.quickmountpv.com 1 of 4 Aug 2011 Know Your'Roof It is a good idea to do a thorough roof evaluation prior to your project installation.At this time you should do a layout on the roof confirming everything on the drawing will fit as it is intended.Any irregularities should be noted now,so that you can deal with them simply on install day.The quality of the roofing should be determined, so that any repairs or replacement can happen before or in conjunction with the installation.On a composition roof it is important to know as much as possible about: the manufacturer,the age of roof,the type of substrate(plywood or oriented strand board[OSBD,the rafter size,the spacing and span,the age of roof structure,who roofed it,who built it,etc. Photos should be taken of all of the roof variables and associated with the job file for any future reference either short term or long.Typically the building owner can look in a file and find the composition manufacturer. If not,take a piece to the roofing yard,they can usually recognize the maker and the rough vintage.It is then easy to obtain the written manufacturer's installation instructions for the roofing materials you are dealing with.The manufacturer's instructions will spell out exactly what does and does not void the warranty of their roofing product.Most have a clause about roof temperature.This is commonly missed,but can easily be noted if you read the instructions. Officially,the roofing manufacturer's instructions supersede our instructions,as our product is weaving into theirs. It is also important to have their instructions in the job file,for any future reference.If the manufacturer cannot be found,there is obviously no warranty in place. On a roof that has a material and labor warranty in place(new roof),it is recommended to at least consult the roofer of record. Often the roofing contractor will void the labor portion of their warranty if another trade modifies their work. Give the roofing contractor the option of handling the roofing modifications,or at least give them the opportunity to inspect and approve the modifications you make. There will be fees to this roofer,but if it maintains the labor warranty it should be good money spent. Product Selection Product Includes The Composition Mount is intended to fit within most composition and wood shingle Each box includes all necessary mounting hardware,mounts with flashing, roof systems, but not all. Specifically it is sized to fit within a standard 5"to 5 1/2" and written instructions. row or course. To confirm that the Comp Mount will match your roof, measure the course exposure of your roof. The"exposed"surface course height should measure Alternative Attachment Methods no more than 5 3/4". If it turns out the roof tiles are a non-standard size greater than 5 3/4",the alternative method is to use a Quick Mount Shake Mount The Composition Mount is intended to be attached into a lumber rafter. instead. In this case,follow the directions for the Quick Mount Mounts are usually laid out based on the location of the rafters. In some Shake Mount. (See Compostion Mount Instructional cases it is desired to place a mount where there is no rafter. In this case it Video at quickmountpv.com/tech.php,then is possible to place a block between rafters,then lag into the block. In the Shake Composition Video: case of metal rafters,lumber blocking the rafters is a solution,but should be done per the building's engineer of record. 5`TYPlcal Shared Rail &5" Rule On a shared rail system,where the mounts must be in an exact spot,it is important to make sure the unit is flashed properly. Normally the vertical placement is guided by the exposed front edge of the shingle. If(on a 5° exposure comp)the flashing is flush with this,then you have 5"of flashing High Definition Comp-Presidential over course 1,5"of flashing under course 2,and 2"of flashing under cours- Irregular surface-If the penetration lands in a low between two highs,it is best to shim es 2 and 3. This is important because if there is a vertical joint in course 2 the low under the flashing with extra asphalt to level out the surface. the water cannot find its way under the flashing because it extends under course 3.When the flashing must be shifted to catch a shared rail,it is ad- Irregular tooth pattern-If the shingles have a tooth pattern wherein the bottom edge vised to shift the mount up the roof only,leaving less flashing over course jogs up and down to give it a higher profile look,it is important to understand that the 1,and more flashing under course 3. If it is necesary to shift downward, excess shingle that hangs lower than the rest of the shingle is for looks only. The 5"rule it is advised to move down a whole course and then shift up accordingly. starts at the top of the tooth. If a tooth interferes with the mount block,cut the tooth off. Sealants It is important to put a compatible sealant into any and all holes drilled into QUICK MOUMPV a roof. Most roofing manufactures list a suggested, approved sealant in — COURSE 3 -2. — .--_-.� their specifications. In the freeze-thaw zones,it is important to follow the WATER COURSE z--'-s i manufacturers' rules for freeze-thaw conditions. Use the properly rated PRDOF COURSE, s 1 r sealant for each specific application and condition. Some that may be - LOOKS ONLY more appropriate for asphalt/composition roofs include Geocell 2300 and ChemLink M-1 but be sure to do your own research to confirm a compat- ible and appropriate sealant with the materials you are working with. How Many Mounts Per Module? IBC There are two questions that must be asked when adding anything to a roof. 1. Can the roof/building/foundation handle the additional load? � International S'n 2. What is to keep the new load from blowing away? National Building �T(` \ It is assumed that a licensed solar installer can answer these questions. If he/she Roofing Code State can't,he/she will need to find somebody that can. A licensed engineer is the easiest Contractors Building solution. Some of the racking manufacturers have guides to calculating a code compli- Association Code ant install as well. Many variables must be considered and determined to complete the Q Asphalt calculation. The spacing between mounts has the variables of:strength of rail,distance Roofing between parallel rails,cantilever of modules over rails,pull out strength of mount,slope Manufacturers International ('� of roof,height of roof,wind zone,roof type,structural integrety of roof framing,etc.The Q Association Residential only values in the variables above that we can provide is pull out strength and shear of A H J Code mount.We provide structural test reports on all of our mounts as needed.You will need Authority to gather the rest of the applicable information and do the calculations for your specific Sheet Metal& Having National project. , Air Conditioning Jurisdiction Fire Contractors' Protection Further Resources ' National Association (L In the process of all the research we have done,we came up with what we call the ZAssociation OSHA "Wheel of Accountability". It is a graphical look at the many official entities that govem International how waterproofing should be done. At our web site you can click on any wedge of the Code wheel and get the code snippets that pertain to that entity's focus on roof penetrations. 4f 9 Council Please don't hesitate to use it to your advantage.And of course if you have any feed ��GIC/I Underwriters back pro or con,let us have it. Take photos of your jobs using Quick Mount Products � �' Laboratories �'` and submit them to us at info@quickmountpv.com,we'll put them up in our web gallery. Put Photo Gallery in the Subject line. UL 2 of 4 • Racking of Choice . Not Included T.` 12 9 J• 6 6 TR"1�A © III 12 III a IN I J 3 I —I 0 . . W V • 4 O ITEM NO. DESCRIPTION QTY. 1 Sheet .050"xl2"xl2" Aluminum 1 2 Fastener .499x.750 H 1976 1 3 EPDM Washer .125"Thick x .875" OD 1 4 QMSC Base Block for Standard Mounts 1 III5 Fender Washer 5/16" x 1" SS 1 6 Split-Lock Washer 5/16" 1 7 Hanger Bolt 5/16"x 6" SS 1 8 Sealing Washer 5/16"x 3/4" 1 9 Hex Nut 5/16-18 SS 2 _.._.._.. ..___�_.___.._.____ _ ..__._. _ __ _ ___._____.._.. M._._._ PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF QUICK MOUNT PV.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF QUICK MOUNT PV IS PROHIBITED- ____._.____..._.._....-..._..._ f 0 i. 1 —DV® ,,, !. I`1 COMPOSITION MOUNTING INSTRUCTIONS - 5/16" - Mt Installation Tools Required: Tape Measure, Roofing Bar, Chalk Line, Stud Finder, Caulking Gun, 1 Tube of Appropriate Sealant, Drill with 7/32" long bit, Drill or Impact Gun with 1/2" Deep Socket. SI. " „", a :. - .'-'n,.,'�s I ,� ,;y,``Z;, ♦,, % Y. ter. c n 1 ti -54 '�^ - - = K� ' t. 3.t.�,..'h iambi , 1 i „ t Y w. �✓n L 3 h .a �' bk ry:�—. aa- ,.�?u ay ',i* xvt z> n5 "'� r � �t r .`d` x A"` >?it ' q� Q< '},.� ,a I. u, { z 7 '?tom • �. �, - 4 qSvc„ �t ,r ', '," • ',r,,, _�'Y'. V' % i y ,,..4, ( 4 *� 3k�s",`4•` i jI V d +'h ,,�f i r, !' *6=N- , t., 0 s' �"' k•3;. a"a` y , 'f#'. , t;,mod .' -. < r^ 7,3, k 7 T y., + C ra y�,."U y. �:�. �` . ,_.a y7..'.n.�� �'- {.. ,;, 4�..a f -*AZ; it�'�?��, 'i� ,. a .•''.. ,k:`>....,. �"?a. t��..�a�5^y 2C�,�. ����nn;.�"� Locate, choose,and mark centers of rafters to Lift Composition roof shingle with Roofing Bar, Slide Mount into desired position. Remove any be mounted.Select each row course of roofing just above placement of Quick Mount. nails that conflict with getting Mount flush with for Mount placement of.Quick Mounts. front edge of shingle course. Mark center for drilling. - v.-,-t,., 4 .4„;!I-1,- ' 4'7.gi ,,,,,-..-... sx .......;.:„..__,...,,,,:ii:„.„,,,,,:k.„74.A., 1.4., . ."' `s r k' c "# i ". * s .. 4- 4, _4 4 w of , ; 'fi mr 1 .s,,Taltr....1, '�7'�''�` C*Gd ,�•.� h;, y •�`, { 1-ih' ��v�y,$�._ftr •mod �" ��rrff,�, . ^'�" �l ¢'Y` —''''‘ r. r t . r s ��s ,to, a , - k .yA'T.dv ,i { k x .. `LS•I' '�4q , - t p,15A l ��e it' � �.6�} I.1 n � Z't✓ a •rv!''..t r V ..-..4 h _ y --.-pj . E Using drill with 7/32rr long bit, drill pilot hole Clean off any saw dust, and fill hole with Seal- Slide Mount back into position. Prepare Hanger into roof and rafter, taking care to drill square ant. Bolt with 1 Hex Nut and 1 Sealing Washer,insert to the roof. Do not use Mount as a drill guide. through Block into hole and drive Hanger Bolt into rafter,tightening to 13 foot Pounds. -, '• *You are now ready for the rack of your �� ° ` � r,N.� •,,� G�� °� w�, �, �� T� hice. Follow all the directions of the 9 ` "�G a ;. ..° 7 , , �� rack manufacturer as well as the module ��`w;• � _ manufacturer. . �';,, A ;. . k a All roofing manufacturers'written instructions sa _ "'' 'z " x r+�j , 4 '� must also be followed by anyone modifying a �` , � �Y� ' _ +� Kea , roof system. Please consult the roof manufac 4 �, '' ,,�' _ a 1,44:: ,-r:.;-.., +- .fig»,', x r,? ,- S turers'specs and instructions prior to touching .,... 3� Ly., t , fiti't `k� kl7 Y i rtp ...-,-.1^ '"Px ic$At.q�� �,. the roof. a y to . ,z�r Y i, i fi ,,kx' ,` =t ."` '} .%. ,,,, >; `klx \ . fl 3. , E,.t t S:1.rl` .. .+ " a RAJ t , • ,yam n YT tr " . d Kt:� .�x a „ '4' ,x 5'*yi��'a.a rya�a�' 4r ar'e�a��J",'; �' � _'` _ '''.,'`.,'* �mp ��,�• Insert EPDM Rubber Washer over Hanger Bolt Using the Rack Kit Hardware,secure the rack of into Block. your choice(see 9*). Tighten to 16 foot pounds. For Questions Call 925-687-6686 www.quickmountpv.com info@quickmountpv.com QM-PV-Comp-Instal1©2011 4 of 4 Aug2011 . DESCRIPTION: DRAWN BY: SNAPNRACK, STANDARD RAIL D. Ryan SnapN rack REVISION: Solar Mounting Solutions PART NUMBER(S): 232-01067, 232-01068, 232-01069, 232-01070, A 595 MARKET STREET,28TH FLOOR•SAN FRANCISCO,CA 94106 USA PHONE(415)580.8900•FAX(415)5806902 232-02112 232-02113 HE INFOUS All NIN THbCRAW1NG Ib CONF 0ENI ALAND PROP dETARY.JY REPROOUCTON,CISCLOSURE,OR USE THEREOF IS PROHISTEO WITHOUT THE WRWTEN CONSENT OF SUNRUNSOU H LLC. T 1.50 1.06 f 22 1 i 1.0871 .22 1 .15 1.50 i -s--.07 TYP STANDARD RAIL PROPERTIES 2.50 SKU RAIL LENGTH (X) FINISH Nri 232-01067 122" BLACK 232-01068 122" CLEAR 1.06 232-01069 162" BLACK, 1.44 1.08 232-01070 162" CLEAR .22- 1 232-02112 122" MILL + /� 232-02113 162" MILL v .15---1 [----7- .11 .22 ALL DIMENSIONS IN INCHES MATERIALS: 6000 SERIES ALUMINUM OPTIONS: DESIGN LOAD (LBS): N/A CLEAR/ BLACK ANODIZED ULTIMATE LOAD (LBS): N/A MILL FINISH TORQUE SPECIFICATION: N/A LB-FT 122" / 162" LENGTHS CERTIFICATION: UL 2703, FILE E359313 BOXES OF 2 / 6 WEIGHT (LBS): 7.65 - 10.16 BUNDLES OF 112 i7,6 0 i Town of Barnstable Buildin ..'�f.. Qp: 3' 'a ,. .; •°;.a i '''.. �� �" ';, f" ag •3 w'i zvr '."' z g Post.=Trhis.Ca`rd So That it is Visiblnw, e,Frorn the:Street _A roved,Plat s Must be:°Reta' '":'''' 'Pil med'on:Job and this Card*Must be Ke t PosteCFUntil Fina lnspectionfHasSBeen Made tt r -7 l.. 14�4M �% ,s 1, �� , z r, 4 ��`'�". .-;� G ��3 ':;� fir: d � s'� i �.�` permit + s 'w ' ''ficate f O cu anc' is>Re "aired suh,Bui(dm :'shall Not be ®ccu ied until .:Firnai ns `eotnon has been,made ': Whe e a Cert C Permit No. B-16-2882 Applicant Name: brian mcphail Approvals Date Issued: 10/31/2016 Current Use: Structure Permit Type: Building-Solar Panel-Commercial Expiration Date: 04/30/2017 Foundation: Location: 11 THORNTON DRIVE, BARNSTABLE Map/Lot 296 005 001 Zoning District: IND Sheathing: r:FFT Owner on Record: DAVLIN REALTY LLC It ContractoIName• BRIAN MCPHAIL Framing: 1 Address: PO BOX 146 Contractor License CS-108041 2 WEST BARNSTABLE, MA 02668 EstProject Cost: $95,000.00 Chimney: Description: INSTALL 210 SOLAR PANELS ON EXISTING ROOF 1O GENERATE 75.6KW i.IPermit Fee: $964.50 power. �✓ � Insulation: - FeeaPaid: $964.50 Project Review Req: INSTALL 210 SOLAR PANELS ON EXISTING ROOF TO GENERATE 14 Final: 75.6KW power. D 1 0 gate 0/31/2 16 �: E f .�--'rr"',% � Plumbing/Gas • �� Rough Plumbing: F h 4 Y Y¢" ffi $t fi?� "' & 4 `Building Official Final Plumbing: � � �� .` �ate:� c. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. a Rough Gas: All work authorized by this permit shall conform to the approved application�and thefapproved construction documents�for which this permit has been granted. All construction,alterations and changes of use of any building and struct4res shall be in compliance with the local zon ng by laws and codes. .- � Final Gas: This permit shall be displayed in a location clearly visible from access street�or roadand shall be maintained open for public�inspection for the entire duration of the work until the coin letion of the same. p , t F z I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theBwlding and tfire`Offic pls areprovided n his permit. Service: • ity , f:i.:p,rp, Minimum of Five Call Inspections Required for All Construction Work:k.. a 1.Foundation or Footing Rough: 2.Sheathing Inspection ,t i^ i t ?° t A - �' ,: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection - 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: 1 Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. ,--'7.1 Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT MO 2ii4 dosoo I 3 So PC;dd `S 14 Town of Barnstable ` BARNSTABLE, *KASE 200 Main Street, Hyannis MA 02601 508-862-4038 ,1634., �. / = Application for Building Permit I 0 Application No: TB-16-2882 Date Recieved: 10/3/201640 ‘i Job Location: 11 THORNTON DRIVE,BARNSTABLE 0 ; fr Permit For: Building-Solar Panel-Commercial r Contractor's Name: BRIAN MCPHAIL State Lic. No: CS-108041 Address: , Billerica, MA 01821 Applicant Phone: (978) 995-5971 (Home)Owner's Name: DAVLIN REALTY LLC Phone: (508)771-322 (Home)Owner's Address: PO BOX 146, WEST BARNSTABLE,MA 02668 - C Work Description: INSTALL 210 SOLAR PANELS ON EXISTING ROOF TO GENERATE 75:6KW power 3 A ti E --t iCO ca,- cam+ Total Value Of Work To Be Performed: $95,000.00 Structure Size: 0.00 0.00 14500.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: brian mcphail 10/3/2016 (978)995-5971 Applicant Date Telephone No. ,E ' d Construction Costs/Permit Fees Total Project Cost : $95,000.00 Date Paid Amount Paid I Check#or CC# Pay Type Total Permit Fee: $964.50 Total Permit Fee Paid: $0.00 3co ` 7 • F ` - er r.lAP +' � 1.. _.._ .�,,, .... ss1ua.... ,;,., t.:. Site Plan — Davlin Realty (ABCO) — 75.6 kW DC 55 kW AC - 350 Kidds Hill Rd — D-Hse Barnstable, MA Utility:Eversource ;�' i ::,,,, Account#:28193260024 ' � PV Array ,5 .. ,.'- �'>, ;: -' y: Meter#:5098721 � /'. ,0 �' ;� °� -‘1`;';-&"4"«11r1V,,,r'/Kvli *":"?';' ' *k*,,' '' '',\ '--- J,y ,k i, !k •..�:' r. �A' k` y� , ��;'�%� ?;�r' gy . Inverter: `:. .,. .'. y., ,f ;.. (1) Fronius SYMO 10.0 3 ' ' .;' 4.(3)Fronius SYMO 15.0 3(600V) 4 , Mounted On Roof ; .• t '' , -., , ;, „ •. w`° ; Point of _' ;r, Interconnection ix jam: ' • bH.r 5- i. Main Electrical > s ... Room -• • ' ,;. , ,fir4,4 '°' ' < ` %, Revenue Grade V;; ; Production Meter For PV Pole Mounted Transformer " Located In Combiner Located Street Side ' 4,, i. Panel On Exterior Wall ; ;' �, ' Q UtilityMeter : :., ;^. '� '°,' Located On Exterior Wall ,°p�� ..H,d-'yyry` Exter ior rUtilityFused &Lockable . Disconnect Switch r : , '1 % Located At Grade . ,,yw �.. � •- Accessible At All Times B Utilit O .;: x ; ?' Located On Exterior Wall �sSOIeCt� Smart Solar.Smart Business. Solect Energy Development LLC. Confidential D�,J N i *,_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q Map AZW Parcel d6� Application 01 b0 3 7 Health Division Date Issued I ‘ ." l'. Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis ,..._ rior(Lip Project Street Address JI 7 4'"i tom b..'" Village , /,,ijvAc /(.r Owner �j,A/J,j / ''.01 Address ,P,,&y/ ,d Telephone r1' .P '7 9 e- Permit Request ,t- ..- , - X Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 1 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths):_existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other p I �, ---i Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: -0 Yes 0 No C) Detached garage: ❑ existing 0 new size Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ flew size_ Li CO Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 4' er: t,;1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ rm NJ r- w rrt Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �/ cl4iele.f ,i Telephone Number t7--- /-7 - // ?) Address ,/O&/ �i�7 C..0 - License # c/4...1 e Home Improvement Contractor# lZ4.?7/y Worker's Compensation # ' t �s'�, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L��0";•-• 74,.../- SIGNATURE ��� DATE ,�1��� �� , 5 i 1- ( FOR OFFICIAL USE ONLY .t. ) .,-- _- \ 4% ,s APPLICATION# r I ,,,,uATE ISSUED - --7, ' , • • MAP/PARCEL NO.. __ __ ) f I ADDRESS ' VILLAGE " 1 . OWNER I, iDATE OF INSPECTION: > FOONDATION'A.,-• If, :. :- _.:- . ,- ? FRAME ' ) ' - INSULATION :' -2,") ) FIREPLACE , . ELECTRICAL: ROUGH FINAL I: PLUMBING: ROUGH FINAL i , 1 GAS: • '`!-t?' ROUGH tcoit- -, 6-...1 ' FINAL ( . A J.: FINAL BUILDING ( . I , it DATE CLOSED OUT 4 , • i . ‘ . ASSOCIATION PLAN NO. 4- , • o�T r Town of B arn-stab-Ze :-, Regulatory Services Kulr,fsiT�' ; Thomas F_ Geiler;Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town_barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62: . Proper-LTD-wrier Must Complete and S-zg i"This:S,ection� If-Using A B-uilder. • 241/1 b /23i,r7�/e_- , as Owner of the subject property hereby authorize /672,e/ � �-� �� /4— to act on my behalf, in all matters relative to work authorized by this building penuit application for. // (Address of rob) pro /DV,71, " Signature of Owner Date • Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. .~ +r, r Town of Barnstable � of.RE r , • Regulatory Services • • i-`!'''=- Thomas F. Geller,Director • • B• .RNSTwaL.e, = /i � i6sq ,�. " Building Division PrEO hg<a • Tom Perry,Building Commissioner C 200 Main.Streef, Hyannis, MA 02601 . .. - )1/2-ww.town.barristable..ma.us / • J+ Office: 508-862-403 8 )lax: 508-790-6230 - r HOM2EOWNER LICENSE EXEMFTTON �y/' Please Print DATE: 9��I,1,"' JOB WC-T7ON: ,// /%i 1 •Deli'" /Ls/ Ire'all r number street rllagc . •— ----'HOMEOWNE,...: ,. ! _ name home phone# work-pbonc# . CURRENT MATLING DRESS: A, __ �. • — / • city ..wo states rip code • The current exeulption for"h...eowners"was extended to include owner-occ •pied dwellings of six units or less and to allow homeowners to engage :n individual for hire who does not possess . license,provided that the owner acts as supervisor. "'t\.``,.1 ' . �`•t`-> DEFINITION OF HOMEOWNE r . Person(s)who owns a parcel of land o: which be/she resides or intend o reside, on which there is, or is intended to- be, a one or two-family dwelling, attach'.. or detached structures acc: sory to such use and/or farm structures. A • person who constructs more than one horn- a tiro-year period sh. 1 not be considered a homeowner, Such "horrieowner"shall submit to the Building 0.'cial on a form acc,.table to the Building Official, that he/she shall be responsible for all such work performed under i building pe?AP't. (Section 109.1.1) The undersigned"homeowner" assumes responsibili • for •orapliance with the State Building Code and other applicable codes, bylaws,rules and regulations. • The undersigned"homeowner"certifies that.he/she .derstaan.•> the Town of Barnstable Building Department . minimum inspection procedures and requirements ., d that he/she • "ll comply with said procedures and requirements. N. Signatiure of Homeowner . ' ' Approval of Building Official • Note: Three-family dwe .gs containing 35,000 cubic feet or larger,will,be req ' ed to comply with the . State Building Code Section 12 .0 Construction Control. r - . .., . HOMEOWNER'S EXEMTTIOII .The Code states that " R homeowner performing work for which a building pc-limit is required shall be cxc ..t from the provisions of this scction.(Scetion 109.1.1 -L' sing of construction Supervisors):provided that if the homeowner engages a peson(s hire to do such work, that such Homeowner shal ct as supervisor." Many homeowners o use this ex'-uuption arc unaware that thcy arc assuming the responsibilities of a supervisor(sec A.•endix Q, e Rules&Regulations for Lie. g Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,p ularly , when the homeowner hires u iccnscd persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licen d Supervisor. The homeowner acting es Supervisor is ultimately responsible. To ensure that th homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, \ that the homeowner certify 1 at he/she understands the responsibilities of a Supervisor. On the last page of this issue is a,form currently used by several towns. You may care t amend and adopt such a form/certification for use in your con ununity. s /Ct\ Town of Barnstable �s,�°� 200 Main Street,Hyannis,Massachusetts 02601 srnsi.E. /.," Growth Management Department Ruth Weil,Director MP'� 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us July 24,2007 ABCO Tool&Die, Inc. David B. Bourque,Trustee c/o David Sauro,Inc. 163 Tern Lane Centerville,MA 02632 Reference: Site Plan Review(029-07)—ABCO Tool&Die,Inc. fl`-Thornton Dnve,H o is,MA7 Q 0.6.Af, Map 296,Parcel 005 Proposal: Construction of new metal building(55' x 135')with associated parking lot, drainage, landscaping. Dear Mr. Bourque: Please be advised that subsequent to the formal site plan review meeting of June 14,2007 the Site Plan Review Committee approved the above project, subject to the following: • All construction shall be in compliance with the approved site plan entitled,"ABCO Tool and Die,Inc.,Barnstable,MA",prepared for Davlin Realty Trust,prepared by Eagle Surveying,Inc., Yarmouthport,MA, dated May 31,2007 with a final revision June 20, 2007. ili • Certification that the proposed building is less than the 7,500 sq.ft. fire safety sprinkler requirement threshold will be necessary if a fire safety sprinkler system is not proposed to be installed. • Any and all other permits and licenses and approvals required will need to be obtained. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved plan will be kept on file. If you have any questions or require further assistance, my direct telephone number is 508-862-4679. Hoist Ala Sincerely, ;'-f 46'evie,Z1.0 :6 WV SZ TT tout Ellen M. Swiniarski Site Plan Review Coordinator 318'11 S N l V 8 . f N M O J CC: SPR File -T-om Perry;Building Commissioner i a ,TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -7 Map `p` �Y Parcel 665— P)OI Permit# g 7 /41" Health Division Date Issued q ' 7` o S� Conservation Division Fee '��0 � Tax Collector 7/z,.qo 5 A/c? jtffiy2 Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By ? " - 3 C Historic-OKH Preservation/Hyannis I TE �/ I2N7b#& mot' /e •w �. '� F . Project Street Address � [`/iy _ Village �,` rS-f-4 i Owner C 1 b 002 Address 2 J - 4/ -0 7 1 . Si9/N/7_ Telephone Si*— `1 ? ,3 2-D-S-- Permit Request - l l.✓ i-(C.9-- , NA.,i i, '3/46- L4.9 Ii r-r / / /1 147) D2— 1 -- S 1(2Z NA_ $3,ait ge,,►- t ,.r 44 k.. S iJR-w z-[e, Re irG_ to t c 7,i S'h/4c i-'— ', RA?iCiN - fai) =i /[mow. Regiabc CO/ ,v.' Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new S-Valuation l40/, Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family ❑ Multi-Family(#units) I.F Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes O No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool: O existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing ❑new size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use _ - Proposed Use _ BUILDER INFORMATION Name 4eti! Telephone Numb h a - --26 Address 1 k-k • License# CS' O 8 w U--14 Home Improvement Contractor# l//l L .b Worker's Compensation# T 2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO c-S-a-,- j SIGNATURE DATE 91� � • t e / FOR OFFICIAL USE ONLY • • PF..RMIT NO. DATE ISSUED - .- MAP/PARCEL NO. • ADDRESS VILLAGE OWNER • , • ' • i DATE OF INSPECTION: • • FOUNDATION 1 FRAME INSULATION • FIREPLACE • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL =. FINAL BUILDING DATE CLOSED OUT__ • • ASSOCIATION PLANNO. ' • ricitHE T Town of Barnstable Regulatory Services ( BARN MAS&STABLE, Thomas F. Geiler,Director 'iOrFOMA'I�1e Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder , as Owner of the subject property hereby authorize -S t l- (--0,iv&/Z-f to act on my behalf, in all matters relative to work authorized by this building permit application for: TFICIPN10, glAktv S' (Address of Job) Signature Owner ate k 2 ✓/ (o Print Name • Q:FORMS:OWNERPERMISSION 0 A nFr:.... (1--"I-.._) Map #Y - -Parce Permit# A 3 R6 I I � ' 1 Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) G 1 iz ) c/a- 'err-, Date Issued & 1' -q 1 Board of Health(3rd floor)(8:15 -9:30/1:00-4:45)_ �' ��C�3a , a ten sT p8 Engineering Dept. (3rd floor) House# `/ /JS on p'•4 r'lL& Planning Dept.(1st floor/School Admin. Bldg. '/ ?:, ; • P'. ABLE. • , , Defi 1' Approved by Planning Board �G / " 19 87 eil% MAS6 � =aav� , 4-o +./L- '/rcrPG/ 0✓P. ,4F FD,An+a 5A11TOWN OF BARNSTABLEi Building Permit Application Piu Y z de. 3s Pr,�'ect . eetAddress( 11 Thornton Drive - Cidds Hill Read).Sc�d>�.9� FJS Village ` tee Ns Le Owner Davlin Realty Trust Address 11 .Phnrnl-nn nr r Hyannis, 02601 Telephone ( 5 0 8) 7 71 -3 2 2 5 Permit Request For an addition of 5,300 sq ft onto the existing building to allow an expansion 01 of the present machine tooling business of ABCO Tool & Die, Inc. A new building of 4,675 sq ft to be rented until furthers expansion of ABCO Tool & Die Inc. is necessary or N O convenient. rci First Floor 9,475 square feet OTHER: 5,503 square feet (existing) 1 Second Floor 500 square feet r niEstimated Project Cost $ 300,000.00 - O a Zoning District Industrial Flood Plain Zone "C" Water Protection GP fli ' Lot Size 111 ,737 Grandfathered ? Zoning Board of Appeals Authorization • Recorded a) Current Use Industrial Proposed Use Industrial CI) Construction Type Metal building on 10" concrete walls with poured concrete floor. TS UCommercial Residential b Dwelling Type: Single Family Two Family Multi-Family rts Si Age of Existing Structure Basement Type: Finished c o Historic House No Unfinished m Old King's Highway No ' a Number of Baths 2 No.of Bedrooms oTotal Room Count(not including baths) First Floor V Heat Type and Fuel Hot Air/Gas Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds 302 ^ 6 79 7 Other gwo-e.te 2127/T? Builder Information ame Sea Shore Building Company Telephone Number (508) RRR-2701 Address P.O. Box 428 License# CS 019558 Sandwich, MA 02563 Home Improvement Contractor# Worker's Compensation# WC2-011 9218 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN= by local waste oval company. SIGNATURE DATE 6 /2-' 91 B I '%::'•:p,''' LLOWING REASONS) ' 64 4" 5 \ ---/- � I • • FOR OFFICIAL USE ONLY • PERMIT NO. Z 3 - . D EISSUED - , M' P/PARCEL NO. i„y ADDRESS _ VILLAGE `OWNER _ . ` t DATE OF INSPECTION: 7..._....1.7,eCq J„-q- - ( e FOUNDATION /6� 4 FRAME . * ,/A/ 7) ✓ 7- 'WIA:4 r II , •- - �1 INrSULATION , - { ' FIREPLACE - + R . ELECTROSA ROUGH FINAL PLUMBING :, OUG.H FINAL `, k GAS: o¢ OUGH FINAL .- Y dr FINAL BUILDII (•y/0-9 R : . ` A DATE CLOSED OUT ; ; "t r . i 7 1 • ASSOCIATION PLAN NO. 1 . t t • 3 t I 1 I 1 ` er i i . 1 } I ', t 1 1 f _ _______ _. , . , 1 . , TOWN OF BARNSTABLE , .{ .7 1 CERTIFICATE OF OCCUPANCY ., •; PARCEL ID, 2951005 GEOBASE ID 20845 ' ADDRESS il.THORNTON DRIVE PHONE BARNSTABLE ZIP - LOT 26 ` BLOCK LOT SIZE , DBA DEVELOPMENT DISTRICT BA PERMIT 28868 DESCRIPTION ABCO TOOL &. DYE j PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY I CONTRACTORS: , 76r m`� a G> ARCHITECTS: . Department of Health, Safety \ and Environmental Services TOTAL FEES ' BOND ,... 7 $.00 fil"114 J CONSTRUCTION COSTS $.00 *.� ti 56 CERTIFICATE OF OCCUPANCY *• I ,• 1 - V .-. • BARNSTABLE, • lk:15391-)5/p } BUIL r, VI I01 ' BY DATE ISSUED 02/11/1998 EXPIRATION DATE - 1111, `.w :°F t' � - oww OF BARNSTABL . I - BUILDING PERMIT a , ; Y , PARCEL ID' {95 oM JA GEOBASE lIa • 20845 ADDRESS 11- THORNTON DRIVE PHONE . Barnstable ZIP - LOT 28 BLOCK LOT SIZE _ • DBA DEVELOPMENT .DISTRICT BA. PERMIT 23809 DESCRIPTION ABCO TOOL & DIE, INC. (5300 SQ.FT) PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION `PC i.)1,4 ,g R 0 CONTRACTORS: SEA SHORE BU I LD I NG • Department of Health, Safety ARCHITECTS: . and Environmental Services TOTAL FEES: $1,830.00 . BOND $.0U r:Isam '— .CONSTRUCTION COSTS . $300,000.Od ` " 437 NONRES./NONHSKP ADD/CO 7V I. PRIVATE -P€,A*7.?L� - ,. IL t * BARN3fARLE, • MASS. ' OWNER BOURQUE, DAVID B" TRUE- Nbp'1639. 1taN,,ADDRESS DAVLIN REALTY TRUST EGNO, P 0 BOA 458 BUILDIAIC4'DI •IS,I( HYANN I S MA BY • DATE ISSUED •06/17/1997 . EXPIRATION DATE; k , I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND i- FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1:FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS' HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL AND AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET - BUILDING INSPECTION APPROVALS QPLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1-�'fj c.t 1- p" / f I ! .- uc, . /1 OUP/ pQ 8-'t d q 0 11y✓lr.2G/ 1 40480 4p. �/l to Ql I U k f Qu/�tA�,,ra 8-.2:7 "' 4`.2 2-,o' . //. 9E� Amore /-Z' -f tif� ?' / � ���C - � 3 98' 211/� ci ee 4r1XPlir L .. 2fls #PCC '2297// J,,, ye ,4G . // 7 97 ,S /e G 41Qs /2- 4? • /- '`7gm /l /z 97 ,ea - . /-24.02r 1 x, q1- /, so qe A. ,0 7, 3 7HEATING INSPECTION AP RoO4YALS ENGINEERING DEPARTMENT • ej t 2 sC /, l 98-• 3-�✓� H OTHE ��� SITE PLAN REVIEN�PROVAL trtiz 0,2re ,616--!C - G7/ ov 1 cY�-b WORK SHALL NOT PROCEED VAL P MIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED'WITHIN SIX CARD CAN BE'ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-' TION. 'NOTED ABOVE. TION. 9// ,28rr6 d' . I • Akti r $° ITT p AAS a ;4.- I3 1 ::777: ^�'*_ _ ''':" . Ili ;7'. {r _";;fii yA¢ N104! y M? yI u , ` Ay.,. �- kr _ .. 1 7,.6 ;9F16:23 'BARNSTABLE FIRE DEPT 6 C'171 10 El:7""''''7"---- '' -...-'-'""" ''' P:2-.. .F.: -' a 1 kode, coax A zist-or • . W"el l' C/M-VGP\J A9-4‘))", rA.`417-"‘ 647 , •. . . eef'..,, e,.y:greek-li, ). 4 f....Fa-2.. -....4 , .,z. . .. 1 ._.,...,,,... ... ..... . le,4 So..)1 -Ify T . . . \I. . ... . ... . ixt„iew,,,7-7..,Z1.. _. .e..).,... ,. .. ..1-0, 02.634 - 1 . , „. . 2991 IL . ....... 007:t.,,„ 1 • , . . 71 X." 1101., . ,........,_____....,, •,..;.,.. ;•.,,,..," • : ..,./1<...rip,-././.&y,;-• . ..... 4A4e / 0. "44 4e: 141.e. ' `0(•t .....a2er-...e,:a_••..4„i.e... ..126.....evoms....omn ma.-••1.nerill::PI N r 1,... zafigie„......ggr i. , ) 4:270-A 44/62,/ 4 , 74‘1.71— °'Z'et./ _Ze ....4.___ .... ..._..... ........erze.vivede.i. .. (7;(9.4.. •i'l A le:,4, , \t:) c.t. . 1 A. 0 .14,01$11 il'' 24....41011/4PC; ‘74/11,.;..cc2. ,i_v. hi feeMp..... •xid ..,,Y6 & . c eiti/e,q4..41'40, 0:,,d Z..8,74411 • 7 at . ,hidth,- , '71C,0,F,- /3- 4 4., so e:ealL/).....• '11 4.e.) e,. ,‘ LeirVe.... ‹t.... ‘1424)1110 . .4<e-....„.. t I _,....... .., ,• . ,lr. er.t I LC- .'-;‘)14.C. . ,-- 46 /9 4 4-1 vl c q "t e 0'74- 1010eatitle---,tr,(Ze, ,,,44,4." 0371# .• ._.....,......._..... .4 AZ ,.../.14V-1........ . .... A.I/ . .„.,....tt.. ./../.wh-.. .,...sigee. 61.. • . i ....... • y *iiitiffi", / b‘l... M.45714((ed• ,- i6dige.i.V.f...-...ei,, :P.........b* .ed f ..........,_._..... •.. • .6.••••.?ILO ' 1,,,,,/./f V' V• vvv .." r . ' -.'.- (/ Or/. fl\4/,P /7447 , • . .,, ..... • ... . . ., ... 6— c .)L. JUhI 16 '97 15 24 BRRNSIA LE F IRE DEFT c ci TOOL P.3 •. ..P . .. ,- •. 1 • • DAVLIN REALTY TRUST P.O. Box 458 Hyannis,MA 02601 June 16, 1997 R E:C E I Via Fax to 362.8444 JJN 1 6I997 Captain Glen Cofx ,Barnstable Fire Department posaiSTAINA,may ' •�` • F.D. Boat 945 ,f :. . j Barnstable, MA 02630 Re: SPR-006-97 11 Thornton Drive and Kidds Hill Road; Hyannis, Mass. Dear Captain Coffin: This will serve as written confarmation of our agreement regarding sprinkleriit,g and monitoring with regard to the above project. For purposes of this letter, the existing building at 11 Thornton Drive is referred to as Building A., the addition to this building is referred to as Building B and the new freestanding building on the new lot on Kklds Hill Road is referred to as Building C. 1. Building B will be constructed with a Ell! sprinkler system, however, Buildings A and C will not be required to have wprinlclet systems installed, 2, An automatic fire door will be installed between Building A and Building B. 3. Once building and sprinkler plans arc complete, they will be submitted to you for review, Please contact me if you have any additional questions at this time, and please indieste to the Building Commissioner's office that you accept the above statement of our understanding. Thank you, Very truly yours, .�1 David B. =ourq .- stet ra,L_ ;ass, "�°� sARNSTA . t MASS. The Town of Barnstable } FD MA'S 1► Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner February 27, 1997 Attorney John Thibbitts 889 West Main Street PO Box 1102 Centerville, MA 02632 Re: SPR-006-97 ABCO Tool& Die, 11 Thornton Drive, Hyannis, (295/5 and 296/5-1). Proposal: *Revised Plans. Addition of 5,300 square feet onto the existing building to allow an expansion of the present machine tooling business. The new building of 4,675 sq. ft. will be rented until such time as further expansion of ABCO is necessary. Dear Mr. Thibbitts, The above referenced site plan was reviewed at the February 13, 1997 meeting of Site Plan Review and after revised plans were submitted on February 19, 1997 (revised February 17, 1997 titled Site plan of Land ABCO Tool and Die by Eagle surveying and Engineering, Inc) deemed approvable with the following condition. • Close curbcut on Kidds Hill Road and loam and seed. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Department. Should you have any questions, please feel free to call. Respectfully, Anna Brigham Site Plan Review Coordinator Jun. 16 '97 12:19 SANFAX300 series TEL 5084209851 P. 1 SEA SHORE BUILDING CO. RNfY DEV6'.ormENT O DV Itt)IN t3 C0m0,7/VC6IOM r.O.Gum 42 SANDwICM.MA 0256, PMON;:16111 1166.2701 DATE: 16 June 1997 Page 1 of 2 FAX TO: Town of Barnstable Office of the Building Commissioner Attention: Louise FAX TO #790-6230 FAX FROM: M.W. Wisentaner RETURN FAX: ( 508) 420-9851 RE: Davlin Realty Trust--Building Permit Application Sprinklering System MESSAGE: Dear Louise: telephone conversation this morning, included please As per our find a letter dated June 16, 1997 and faxed on this date to Captain Glen Coffin of the Barnstable Fire Department concerning _rr the above referenced sprinklering system. I hope that this information completes the application process for this Building Permit. Please contact me if further assistance is needed. Thank you. Mark W. Wisentaner SSB P.O. BOX 428 SANDWICH, MA 02563 (508) 888-2701 R/ q]OM AE.CVLIT UMW MM Po©pp ❑ bnn©nnln�1 tif� G�(� { IJZJwgn[ 3 I��JQ 02gO L Ph.#508-771-3225 3-31-98 Town of Barnstable Town Hall 367 Main St. Hyannis, MA 02601 Attn: Building Commissioners Office, Mr. Ralpph Crossen re: Parking area improvements to 350 Kidd'; Hill Rd., rear of bldg. C /3evin 5 f a-b% Dear Mr. Crossen, Please be advised that Davlin Realty Trust has approved of the request for an addition to the exisiting parking area at 350 Kidds Hill Rd. This proposed expansion to parking is to be to the rear of building "C". It is proposed to be 110' X 120' and made of crushed stone and gravel. The intended use is for overnight parking of construction equipment. After having been approved at the site plan review committee meeting, we would like to proceed with this project. We would like to authorize Mirra Co., Inc. to request a permit from your office for this work. They will be doing the construction on this project. Sincerely, David Bourque, e Davlin Realty Tru cc: Anthony Mirra A SPR Meeting Notes 02/13/97 • iq • Site Plan Review Meeting of February 13, 1997 Hearing Room, 2nd floor Barnstable Town Hall 367 Main Street, Hyannis Present: Ralph M. Crossen, Building Commissioner, Thomas J. Marcello, Project Engineer, Laura Harbottle, Associate Planner, Thomas McKean, Director of Health Division, Deane Sawyer, HAEDC, and Anna Brigham, Site Plan Review Coordinator. Also in attendance were: Attorney John Tibbits, David Bourque and Stephen Haas, Engineer, for ABCO Tool and Die. Helen Schladt and Realtor Bill Hurley for Emma's. Attorney Albert Shultz for the Drapery shop. Meeting was called to order at 9:05 AM. Adjourned at 10:15 AM. SPR-006-97 ABCO Tool& Die, 11 Thornton Drive, Hyannis, (295/5 and 296/5-1). • Proposal: Addition of 5,300 square feet onto the existing building to allow an expansion of the present machine tooling business. The new building of 4,675 sq. ft. will be rented until such time as further expansion of ABCO is necessary. • Mr. Bourque described the business. Stated the machinery business has come into the computer age. Business needs additional space for the necessary computers. Manufacture free flowing forms i.e. vehicle dashboards. There are 17 employees presently and would like to add 3-4 more. Space is currently very cramped. The stand alone building will be rented but available for future expansion of ABCO. Addressed staff comments in general.;Does.? not trigger DRI thresholds, • Stephen Haas explained the drainage. Will connect to sewer. Attorney Tibbits explained southerly curbcut is important to the business and cannot be closed. Further explained that the lot area is large and there is room for additional parking spaces if needed. • Health stated they will need to abandoned old septic system prior to connecting to town sewer. • HAEDC asked about rate of pay for employees. Applicant stated it is between $8-$10 per hour and after a few years that would increase. • Engineering clarified curbcut location. Applicant wants it to remain for loading and unloading. This was discussed along with traffic flow. Asked if t_ trucks would be sitting on right of way. Applicant stated they would not. Engineering pointed out that trucks would be blocking parking spaces while loading./unloading. • Engineering stated project needs a clean-out, another manhole, and a sampling manhole. Mr. Haas agreed with the recommendation. Engineering discussed drywells. Requested drainage calcs. Mr. Haas stated that all runoff will be retained on site. • Planning stated during a site visit,parking area seemed crowded. Asked about number of employees. Applicant stated again there are 17 employees currently, and 3-4 additional will be added in the future. Asked about use of additional building. , _ ` \ -`qco 0o oc,I v En ineering Dept.(3rd floor) Map•. Parcel :Permit# - Lt ? (4. Hous�# //l��, Date Issued2j7 Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee - 4,5Z,,4,,o Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin.Bldg.) THE\f Definitive Plan Approved by Planning Board 19 \ • BARNSTABLE. • xst ,TOWN OF BARNSTABLE ' No " '�� Building Permit Application f Project Stre t Address Village Owner ,..�) �!�-eY / j Address . Telephone '7 1/ 3- Z�(---- .- ` Permit Request,Jl .--a Or çi0 QAP-;e— __) First Floor square feet Second Floor square feet Construction Type a d ,//-4.0 • / �— Estimated Project Cost ', o� Zoning District j/Ub r Flood Plain Water Protection Lot Size Grandfathered ❑Yes LI No • Dwelling Type: Single Family LI Two Family LI Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes LI No Basement Type: ❑Full LI Crawl LI Walkout ❑Other Basement Finished Area(sq.ft.) 4 , Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Ai Total Room Count(not including baths): Existing New First Floor Room Count I Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes LI No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) LI Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of eals Authorization LI Appeal# Recorded❑ Commercial Yes ❑No If yes, site plan review# Current Use Proposed Use `4'C-412.-/e-- (01, f,A Builder Information�, .; � � 50 0 gyp- O/Name ) ././�/ Telephone Number 00 oC 7 r,/ Addres ,0 )6 44 ✓License# U /?3 a ZS 6 3 Home Improvement Contractor# /Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 SIGNATURE DATE .A - a 7 - Y� BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) ---7F, 17 - •'-'- \JV / / , •) , G— - • FOR OFFICIAL USE ONLY r r i J _ t PERMIT NO. '. e DATE ISSUED 4 . i i i MAP/PARCEL NO. __ t ADDRESS VILLAGE�''� S + _ ,. OWNER , i `' ` i e ' 't,) ..:' DATE OF INSPECTION: ;O.•« s ; i . . Via..r FOUNDATION ' _ ' ' FRAME INSULATION — . Y • i a FIREPLACE } Y • • e '' ELECTRICAL: ROUGH • -' FINAL - _ — • PLUMBING: ROUGH FINAL• - f GAS: ROUGH : FINAL — FINAL BUILDING — - • } • . i r DATE CLOSED OUT' F ASSOCIATION PLAN NO. t < i e - E1 N ! `i r s map and lot numbe oFYNE to / Sewage Permit number , ,6„ , fe,-4-& r jil- li �� ci , f '.. o. � t Z BABHsTADLE, i House number • ' p o�%.(p. 065- OW ' - .I, IST& GQ i639• V . TOWN +OF BARNSTABLE . , a . RIDING INSPECTOR . APPLICATION FOR PERMIT•TO .../.0 I kk...0201 X • & ado r fh on It �-y 1 I `n TYPE OF CONSTRUCTION ' IC -1( �J41.11 d.l!...1. . :j. • 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: • Location Q&C,o Tool Ja i e; • 'horn ion To ve N on n i5 .Ha. Proposed Use 'Trod oc,t 1 on '- Osemb)y `arecc. . Zoning District n� 11 ��pp Fire District t,.�� 1, ' n /� �Jrs•Vag\ M• T r .U.1._....Address ,�JX...I YV' H yon' l 1.5X•�•r tia Name of Owner �n � ••••••�l, Name of, Builder ..Chase, tcOn n�7!c)d ress i I l E9 ) Lore- d• Jarrqou'' 1 r Q' Name of Architect Address • r Number of Rooms One Foundation . 1 Exierior Cerrenf bI boi Oin ,Roofing Q� 4 Gi0J 4)/L..J� U'QT`Vn won p e.Interior �rnp + f qI Floors ...� �t�I...re1nf�ced..�Jt.J.�r4).44 �-�,-� ' J�.J iT bled; bUi1(.�1b�°' bo'r1-4-) V Heating H r O I Plumbing 1\tfOfl- Fireplace Nonce Approximate Cost 4 i ) " )O Definitive Plan Approved by Planning Board 19' - Area 5;VO "C-72 1 Diagram of Lot and Building with Dimensions Fee (gg° . SUBJECT TO APPROVAL OF BOARD OF HEALTH . Z . ,,,,,.....sow"6"1""""""..".""": • i ' ,®.E 1. ' ..a� • • v • ..4* ZOO I. • OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above - construction• , I - • Name Con cti n pervisor's License Or I Z F lC r -11 / { ------------ --'-----• ---------- .4(......., , _ BOURQUE, RACHE 1k71).---7-4r ) •,. • , • -, .< t - • q 25033 ,Permit for ADDITION . - -" . , •ft , ...-41.; •. . - . t -- COMMERCIAL BUILDING . --...1 . . . , - . _ r• \ Thornton Drive Locatio)I • - - t _ - "Th . . . . - ) Barnstable .. - _ ,, .., -, -- - ' < •• .. ',_ . • . _ _ _ . • P . - _ :- Rachel M. Bourque • _ - - • Owner -- -._ . . . _ .. • - . . - --) . '..., Type of Construction Frame/Masoary . ...- - ....._ - - ... . . t . . .. .._ . - .. . .. .. .. . • r . • . 4 • .. ,- . . . . A_ • - ` , . . • . .;..J • . Plot Lot - , — , ..._ . , • . - • .._ . • ._ . .._, . , .. . , . -. . . ' . . — i ---t , __ . . . • . . ., , • . .,, . i Permit Granted •.....-7,t.•4- e ,.......,L1a.-.-.. ..# May '.3',: -, 83 ., ' • - -1 9 --- ' * - • ' - i . • -. . , - • . ! Date,of Inspection - 19 - ' • , . 1 , . .- . ' . . .i i ate •Completed , -...7 19 . . . . ' . . . . , . k...- - . . . - r-• _ f 1)- • ....-: - . . ,.. ..„. . . t1 . .40 • ' • ------• . . . -. • i - . . ._ . _ 4 , .. ' • . 1- • , _ • ' . • : • ; , ,-••., - . .• . . .. . - 1` . • • .,.. .. •.. .. 0 • # , • ' . • . :.• • . ........e-• , , ....--, , • T I-} I e • / • "' 4.. "" . -'',....,... I . . . . . -.... 1 • . . —,•-• . .,.., . -.. . - ,.. ..- 11 . . .., ... . •_ , , ... . . . *.... ..• - .... .• . , Assessor s map and lot number ' 11. - r-W494I7 (1 6 ‘).-15S-----e°,/i/n„. .- 2- 2 a- - 7 7 ae, itc)146(fa SYSTEM MUST.BE • INSTALLEDR IN COMPLIANCE ...4 Sewage- Permit number - 0//t Wilii..2. //,‘) . ." ' WITH.ATICLE II STATE SANITARY CODE A TOWN. OF BARNSTEMME - .ND TOWN ,i.... I BASH STAB—LE, i : t". .. • . ip MASS.•:' A .., ••, , . 04 r, 1639:' sie ..!,&• • BURMA INSPECTOR (.. . t:. ,• ..e, .. ..., r . 't1 . APPLICATION FOR- PERMIT TO • TYPE OF CONSTRUCTION ' ' I- 4 . • s •-•• i . 197.. TO THE INSPECTOR OF BUILDINGS: . .... . 1 - The undersigned hereby applies for a permit according to the followil information: ' /47 Location ' 0?-71xd CrriAdU .' c._.: ---Zell'e- . • , Proposed Use Ceel: 164•1:4- t e-12-7-;Ae. , . Zoning District Fire District Name of Owner /41 cz5)49-ra'` rItfil Address e( f r • . • , . Name of Builder Address Name of Architect ' Address Number of Rooms (111(1`C• Foundation Exterior t() AlstL Roofing 41pilair-. . , Floors Interior L. C/00114t- ''geet ---- eld-A%14- -(:0-7/ )kj - Heating Plumbing ,Ft.e.‹.• 141e Fireplace Approximate. Cost 47/..rbo i . Definitive Plan Approved by Planning Board 19 Area /la Diagram of Lot and Building with Dimensions '04 Fee e . . SUBJECT TO APPROVAL OF BOARD OF HEALTH - I . 1 . . . . I . , . .. I . - . . . . . , . . , ' • . . • • • . . • . . . , . . , I . . , . ' . • . • • . , . • ' • . . . I hereby agree to conform to all the Rules and Regulations of th To of arns ble reg rdi 27 above construction. • • . . . . — — ---• Hyannis Sand & Gravel • - . . . • , . z. • , . . . . 18962 add tOse/Vercial' • . .1 . No Permit for, , • - . ' ( building d '17) , L . •, .. • _gif ria7=N!liEFinm... . •Location ' . . . • Barns tbb le --V— .----% ---1"-' . .-,--- . ,-t- -- ---.• ,, • ...„....- ..---4- . . . Hyannis Sand & Gravel • ....---- , s- Owner . ' , -., „. Ti •,....--, •-.. 4 1,' t . — .Type of Construction frame --c•' ,-, -- •,4, ,."-', . ,...• , . , . . . . . --- .,74 -.‘.... . •. „ . . ....•••,. , . •1 , . t, , ,•, . . . ...., . -, I • I • Plot ' Lot e f•7 •r . . • . . .- _ . - • ) _,, . • ,-, , , , .. . . , - ...,,,,. • February,22„ 77 . • • , Permit Granted • I--- 19 • -,, ! t.. ' ._t ...•.--, . . , . . • ‘,.. k. , ›- * ,,* I-, ••• 4...,- . . . • - . . ..- . . —Date of inspection 19. . . ....., . i . _ = tbnDcile" Completed 87-3 , ' ‘ 19 ,... , .. ' .-•:',\ "? ; • . . . . . . . • .- :NJ r;„ 4-- - . I (7) . . .. ., . . . , . . ,. PERMIT REFUSED \\I • IL.-IL.- . . . 1 4,,, f .. %.1. . . • . . ' •. - 19 '.\-•*" . , l' •; . • • it- • . . ..,-. ., .....,5 ,,. t • 4.- \ k' 1 -00' ,', I $. $ ••••••-•e".....$ • - . • - . . - • . ,:->••''I -7 •••I' i ,.......;..- $. Is i e>'.• ; ,..:„...,,,,,,r .A.. • • 1 ..••'. ...4 • , .... .... - : •I. e."1:; ,e-t) -": . c .., ...,• • , : . .. i/, ;' .... .. • . . . . • •.., • ...,-. ee./..., t, _ g' . . . .• ':-." , \.) , *,..,„.., , -"-t. ,_ . Z. •v. ---,.... • . • : • .r. .... . , `. . • • V . .,,e r . . . . ' Approved 19 , - - ....:, .• ... . . <•"...".';'''• ' . .. II ..• . I. .. •. • ,.. ... . . * . ';'' '''' . . . i;, ., . • e . . \,,,,•.•• . . . . . . . ' . -.•• • . , t . .. :•*• • .. , .,... ., t . . • D S�o �` CC'amv //7�Assessor's map. and lot number �`- � I p � TtC TE MUST INSTAL)...F �Crti�P, i N.CE r• e.a. d. ,i� ' it STATE Sewage' Permit number 4'�,� SAPITA I CODE AND TOWN O' TOWN OF BARNSTA • E i BARNSTABLE, i • 9. M69 .0� - BUILDING INSPECTOR n APPLICATION FOR PERMIT TO C- � �`�X ll4. —LQ 0 76 TYPE OF CONSTRUCTION. C• ...�""'��'e L1 d 1 . _. ,y "Z/ 19> i TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit a cording to the following information: Location —1:41 :kt-^-,-- J A Proposed Use -- r, Zoning District Fire District ge, J C Name of Owner A-r-- Address I, ' Name of Builder -A . . fit-�-" Address 4/1--"1-7G- "e ' t 1.211-- Name of Architect Address Number of Rooms / Foundation .. ehExterior C�^"'"`Z ��X� Roofing ' Floors Interior Heating Plumbing Fireplace Approximate Cost , Definitive Plan Approved by Planning Board 19 . / Area ', .7%)Z j,. Diagram of Lot and Building with Dimensions Fee / SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 i 'r;-''' 0 I e r0 f j ter¢ 1 f ,... I 1 \ -----r 1 ._._.___----_______ ,i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Borque, Raymond a 7 . 17285 add to commerc'al ' No •Permit for building r*J Location i.l Thornton . Barnt table Owner Raymond Borque - r n r _ Type of Construction masonry — z Plot Lot - f Permit Granted August 22 19 74 • . . Date of Inspection - 19 Date Completed ....I dt'. .,,7X '741: • i PERMIT REFUSED . • 19 ' -- 1 - , or rt. X J • - ' ,I; 'p t ' • i . +`-- ,...,Approved 19 r . r _ ;r . r 1 , Assessor's map and lot number ... ~:��'•„i - C2 1`O 667 .- 62-6)/.67K v �� YV-2.47-7, SEPTIC SYSTEM MUST CE �'' INSTALLED IN COMPLIANCE Sewage Permit number / l r 1rITH ARTICLE II STATE -ARY CODE AND TOWN ocTHEro TOWN OF BARNSurAsBLE Q i BARNSTADLE, I 0 MAIM• �0� BUILDING INSPECTOR �� ..�� APPLICATION FOR PERMIT TO t 2''fo -'dt:* •• TYPE OF CONSTRUCTION --*- •... ....... t...... 19> TO THE INSPECTOR_OF BUILDINGS: The undersigned hereby applies for a�permiit according to the following information: Location "-%•&.. Proposed Use 6rtirf ` Zoning District �` ` Fire District 40-®'`'�' Name of Owner ...04 I- Address l"' ile Name of Builder a----C--- °t---. Address (;k Name of Architect Address Number of Rooms Foundation C-- e 4" Exterior al- AO ÷ Roofing /riedr-"4' Floors Interior 0 N Heating ,� .. Plumbing - 9AQ. Fireplace Approximate Cost Definitive Plan Approved by Planning Board 19 Area 2.'47,- 17S .... Diagram of Lot and Building with Dimensions Fee7- 1 I • a SUBJECT TO APPROVAL OF BOARD-OF HEALTH----______ ___ \ __________________ r IC / 3 77 6 ? 7 i re'.0 ct de. JC ..- ....ft. lc / 4,.o . -' .,i'' 1 .w ". I --- I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above ' construction. ` Na . ire° .4 R fir_-e, L u+ c - --7- -- Abeo Tool & Die .. ._ . No 16597 Permit for add •7 C•,1 li ercial'1 building --: , Locatior‘1 Thornton ciiie:dr- 2 :-.i. I Barnstable 1 1' Abco Tool & Die it Ownert t. Type of Construction ) Plot Lot i . • Permit Granted September 20 19 73 11; I'—'• ! -_.. Date of Inspection .... ...... . 19 r -. Date Completed 11/13/ .7 63.144/641)Lj / ii 1,1 . ; . t . t PERMIT REFUSED i . M 19 ..,. , . 1 . . I % Approved 19 , , . 1 . 61/2"Fe r7r /—/— 757 Sa \c0.4At4"ree . L '1 # ,-4"g=;E' )1C) 1 ocTHE?NI, TOWN OF BAR.NSTABLE P 16 22 6�' i BABHSTABL p MAY{r•B. I M6 9 ,e0� BUILDING INSPECTOR APPLICATION FOR PERMIT TO "Oftle 'd e.i. 2. ‘'' TYPE OF CONSTRUCTION ^ . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. tip 1 '44-1-4-f- Proposed Use 4 - '"7"v Zoning District 27- �"4t7, Fire District 6e•-",c � .04Q .ti n Name of Owner C� .. � .�.t .. '. Address n% Name of Builder a "-' 4 . � ' `'� - Address ?A-€ -4. 95),,,,.....&. 4......a.- Name of Architect Address �^ Number of Rooms t Foundation �-o~ «'`" Exierior :Z v ..a ' -4-i Roofing ! .'6- Floors ^' Interior 4 Heating Plumbing re Fireplace Approximate Cost Definitive Plan Approved by Planning Board 19 G 7a .# 1 Diagram of Lot and Building with Dimensions �j d d SUBJECT TO APPROVAL OF BOARD OF HEALTH ''� _ /(i� — i , . ► . di?'r t.. Pam/ --�~ FX , 'f--- -4 41 1- ---------7( - 0 Ai, _... fi q a/he IL ,_ 2/;A 7 3 , co tEPTSTAICLL SYSTEM MUSTBE®ARTICLE 1 STAmPLTE CE WITH SANITARY CODE AND To REGULATIONS. I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. J Name �%� �-- r— h Abco Tool & Die Inc. No 15910 -Permit_for -add to . commercial building Location1 Thornton DAVE, r _ Barnstable Owner Abco Tool & Die Inc. masonry 1 Type of Construction I I Plot Lot ,u. 1 • Permit Granted February 20 19 73 , Date of Inspection 19 Date Completed 4' 2'1--' 19 COki PLEA .., PERMIT•REFUSED 19 ? .J!53°. _ .... .: ..,....., ., c 1 Approved 19 • it Id &24,4",eif"..4 ' /1.,.. -_,.. .A5 ....m..., .._, 01 Gt-�l — 61) S / iro:fliE TTOWN OF BARNSTABLE Z , i • 9 9 �•� BUILDING INSPECT R tGYPYp . APPLICATION FOR PERMIT TO ( 4421 /0(00'9 TYPE OF CONSTRUCTION c5 a:3 , - :LT,31,2 a- 9 C `� 19� TO THE INSPECTOR OF BUILDINGS: The undersigned' hereby applies for a permit according to the following information: Location ,---4--At-t-'"--- -1 -I ( Proposed Use � � , Zoning District .. //f 4- Fire District 456"-“--'--e=Z4 1 Name of Owner 7.C- (0-11-x` Address "^-` �-'. Name of Builder &'9' 2` . `,; Address 4,4 Name of Architect Address Number of Rooms / Foundation �'6"� Exierior Roofing / 6ux. -- 1 Floors Interior Heating Plumbing aw Fireplace Approximate Cost Definitive Plan Approved by Planning Board 19 . /4 2/i ?4 #_ Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH SEPTIC SYSTEM MUSTY gE INSTALLED INE COMPLIANCE '�/ITH ARTICLE it STATE `� SANITARY CODE AND TOWN I.. I_ ' - REGULATIONS. . / 2___, 1 _ ----, - q.,...„(-_,FD \ ___________, ._, i P . , ch . I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above • construction. Nam er,-��—`' CJ , (— i Abco Tool & Die Inc. n�1 j No 15949 -Permit for add to commercial : • building f « Location Thornton Drive Barnstable • Owner Abco Tool & Die Inc Type of Construction masonry Plot Lot - Permit Granted March 2 19 73 - . Date of Inspection / 19 • Date Completed 1.2%-f i� 19 jn p L0` • PERMIT REFUSED 19 • l , i 1 Approved _ 19 / . I,` l 9,5— O 0 5— ��FTNErO�♦ TOWN OF BARNSTABLE P • fps A�; • O� 4!L 1 BARNSTABLE, i `M e� 6 9 BUILDING INSPECTOR O MO Cli • APPLICATION FOR PERMIT TO . .........`� 409 /AgA/10/ ` TYPE OF CONSTRUCTION .(' ,f /p 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location A U r 4402 6 — / /$ OY7 T 'Y // a h Proposed Use Off/G L. /9J c Zoning District .2/)d. .4.a4fIi/ Fire District Name of Owner .ij..4./Y.r'F'.,.a......C...G...1.Y...S Address , 1 f i.i.I: ..6.04N el/Rd,, J I'.,!'Y+d•,,* Name of Builder .l.a..ra/.p.a (1- .yl• s f. Address / Name of Architect Address Number of Rooms Foundation /0./0c- kit"- g./-77,..././7"- Exierior 3)44..II.../..42 i Mil' 47,71 Roofing s�ahr?747" Floors . ...W7`—�..:?7 .. Interior ,/�Wire �//�'�� Heating n?k. ss ...../�./.1C' Plumbing 7/JS r °'1 .[ // Fireplace .�fi Approximate Cost ,...i"J JO- ?' Difinitive Plan Approved by Planning Board//- _Leo, 19.7Q Ail, .76 i,:". fro Diagram of Lot and Building with Dimensions - ,-, o -_-u__ 1 1 / iU - _, . -T,I -.11' OU) COf/4 i 4. !/ \ z x cwn 4nisrin�c 6acn zQ z NX //a/dc. w `LI aw d 2 F-! Ej mo� � - - -�cn cC a y�i I- 1'_O 0 0 -. ,'I - -T ` R+ F- ! a 1 I_ � U) �r �uJ :.,D w -1 —1 U) =4 —1 ...4 "'s; Q - Ljj L IJ 1\\ cn !n �: 1- . • �./ V � `r f iZdcr wF.: 4 w i- 0 v `-' z w .. .. ..4A---76-. I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. q Name ' / ` .. C. !� i ^ Lanza Construction o9(0oc OM No 14514 • Permit for said to Location 1( Thornton T Barnstable Owner Lanza Construction • Type of Construction Plot Lot Permit Granted November 9 19 'a Date of Inspection - �— 19 • 9 .11 Date Completed 19 I PERMIT REFUSED • 19 • Approved .., 19 • 1 • Qc/C0 I APPRAISAL DATA KEY 208457 BOURQUE, RACHEL 1 LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=IND . 101 ,000 2,500 108,100 1 A-COST 211,600 B-MKT 206,500 BY 00/ BY /00 C-INCOME 272,200 FCA=4001 PCS=00 SIZE= 5402 A JUST-VAL Y 211 600 - LEV=100 CONST-C 0 -----COMPARISON TO CONTROL AREA 1006 INDUSTRIAL AREA 1006 PARCEL CONTROL AREA TREND STANDARD 401 40 LAND-TYPE 1010001 LAND-MEAN +0% 2116003 IMPROVED-MEAN +0% 25% 7 FRONT-FT 100 DEPTH/ACRES TABLE 02 • 100%j LOCATION-ADj APPLY-VAE-STAT 1 LNR1LAND LFT/IPPJADJS/SB/FEAT STRJSTRUCTURE ARRJAREA-MEASUREMENTS NORRIOTES COM1MARKET INCyNCOME PMRFERMITS GRR1ORAPHIC FUNCTION-f j STRUCTURE-CARD NO-f000j DATA-f j :=INTUj Cfr ptco ThoL 81c. 41 // Morrow NI '0 THE No, TOWN OF BARNSTABLE d i i BARNSTABLE, i �. 0 M6 9 BUILDING INSPECTOR APPLICATION FOR PERMIT TO L. - e4dd: S A t I 41, d CZ TYPE OF CONSTRUCTION ...........fr1..A .DYL v\. . ill- 1971. ..„...\, TO 'THE INSPECTOR OF BUILDINGS: . The undersigned hhhereby applies for a permit according to the following information: Location ....nt..iJ tt.�.4V ‘A.70'`f�..‘.p.,.i C V ` ':�Cn;T Proposed Use s�.l..�.Y tt- Zoning District Fire District , Name of OwnerA.LcAL 61 1 r)1.ia, C-® r Address C4 P:!-1A:1. f414C`% Name of Builder ../...i, c...�l .,:.1K4l.f, 1.a„.,...,..Address, ......11..i... ... ..1,..I..I..6 Name of Architect Address Number of Rooms .... 11 0 49 Foundation 6'0 4.7.e- e' 7-e Exterior ...... .k 5. .1I.E.,.. Roofing �e.A" 4r e, 1 Floors "(..r�"" -C • Interior tO i1)4 a Heating \ Plumbing '-'f,!k. Fireplace /Y O Ai C r Approximate Cost e, o-®®I Definitive Plan Approved by Planning Board 19__ . .7 g 8 fi- Diagram of Lot and Building with Dimensions Fee, SUBJECT TO APPROVAL OF BOARD OF HEALTH se" \ - --, cr-T- --1,..-- t v‘,--e....- - ,. .) 4 7,31-` QC3Z . Ni -a - 1 CIA°' 1 � D � s s,�__ qt 0 °; ,gy m > 2. '\i cn t r m --I ,v:U ;I': ‘;4a ckg1PP:12:"''.-- 1-1 ?til:ICin) .- . -e C , 0 - : ‘, ;:1: ,-,• ca ,..., 0 — u m I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. fj A- /Sc'd Q. Name ...03140444 Abco ZVoo1 & Die Co. No 15262 Permit for add to commercial • building Location Barnstable Owner Abco Tool & Die Co. Type of Construction mason . Plot Lot - Permit Granted J•ialy.. 1, 1199772° _ Date of Inspection • &6 /T6' Date Completed .. �� L oyipLG-ED PERMIT REFUSED 19 l Approved . 19 I BUILDING DESCRIPTION , 'GENERAL NOTES APPROVAL NOTES : GTH T A FOR THELOADSAND, CONDITIONS THE' FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS:, WIDTH LEN NEIGH ROOF PITCH THE STRUCTURE UNDER THIS CONTRACT HAS !BEEN DESIGNED AND. DET ,LED 0 01 i : DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM .OR TE: " ; THIS BUILDING I �- STIPULATED IN THE CONTRACT AND SHOWN ON THESE L . WILL NOT > BASIC SIZE � 2 GJr - C X '�� -. X � _CD �.�- I2. OR LOADS' MUSTBE >� -' REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITIONOFOTHER CONSTRUCTION MATERIALSL A 1 LEASED e �, ,�, t DONE UNDER :THE ADVICE AND. DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC A) IT IS IMPERATIIVE THAT ANY CHANGES TO THESE DRAWINGS: 1'rI'rD APER.,I"IF �., BASIC SIZE . . X _ X A . PRODUCTION UNTIL :± s 4- .' i ' ' WILL ASSUME NO. RESPONSIBILITY FOR ANY LOADS NOTINDICATED. r:= ;` zS Ha CEI ED SIZEX X THIS METALLIC METAL BUILDING IS DESIGNED WITH METALLIC'S STANDARD PRACTICES WHICH ARE BASED ON 1) BE MADE IN CONTRASTING INK. .,. BASIC ' THE FOLLOWING ORGANIZATIONS AND CODES. 2) BE LEGIBLE AND. UNAMBIGUOUS. �-- FOR THE DESIGN, FABRICATION AND ERECTION 3) HAVE ALL INSTANCES OF :CHANGE CLEARLY INDICATED.PERTINENT AR APRMERICAN INSTITUTEO URES AND RECOMMENDATIONS STEEL CONSTRUCTION: "SPECIFICATION PE�aMIT �� BASIC SIZE e� X X � .�. . � rt OF STRUCTURAL STEEL FOR BUILDIINGS" :',,, PERMITP.O� C IV ED ,,Y..� ,.,� ENDWALL TYPES LEFT ENDWALL RIGHT ENDWALL 2. 'AMERICAN IRON AND STEEL INSTITUTE: SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL :' /� MEMBERS" B) DATED ,SIGNATURE IS REQUIRED ON ALL PAGES. . BEARING END FRAME (V ) . , (✓) 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING, CODE" AWS D1.1. " � '�"� p �` �"s `"" ,,,. A1,I, 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: ' "LOW RISE BUILDING SYSTEMS MANUAL" ` MAIN END FRAME ( ) ( ) ,, `4',.' = IDS, cs1~s, r ,/ r^�,�5. ' 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: . UNIFORM BUILDING CODE C) MANUFACTURE:R RESERVES THE RIGHT TO RE-SUBMIT DRAWINGS WITH CTENSIVE: AR- lyIPi.LE�4,,CFlANGES REQUIRE ANCHOR BOLTS , i.f ,1.r �,_�,,., SIOH. r` 'r,Y • 6. SOUTHERN BUILDING' CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING. CODE" TO AVOID MISfFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDUL BY METALLIC ( ) BY OTI�ERS (✓) 7. BUILDING; OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BASIC BUILDING CODE" J WITH , MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL SHIPS;:: vT AS AK-'PROVED PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD-FORMED SECTIONS) CONFORM TO THE CHEMISTRY D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY • ADDITIONAL FEATURES REQUIREMENTS OF ASTM-A36 WITH MINIMUM YIELD POINT OF 50,000 P.S.I. OR 42,000 P.S.I. AS REQUIRED BY DESIGN. INTERPRETED 'THE CONTRACT REQUIREMENTS, AND FURTHER „ CONSTITI 'S -AGREEMENTTHAT THE BUILDING' AS ; • MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF A.S.T.M. DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE T TALITY OFBTk,E41A-TERTA1-S--T -SAP-f� ' A-570, GRADE 55, WITH A MINIMUM YIELD POINT OF, 57,000 P.S.I. BY MANUFACTURER. _ -` t'`, STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON. THE DRAWINGS, SHALL BE PANEL ACCESSORY INFORMATION ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN-OF-NUT" METHOD AS DESCRIBED IN THE ' -I SPECIFICATION . FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE . E) ANY CHANGES; NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH H-E TERM ) D REQUIREMENTS OF THE I WARNING: I NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS . IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. I ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION ' SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED. AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE I INHIBITIVE PRIMER. DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF I BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY I SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS APPROVAL, DISAPPROVAL, REVECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER ( FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. I STIPULATED OTHERWISE IN THE CONTRACT. DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH L J I USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO O BUILDER / CONTRACTOR RESPONSIBILITIES MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE ROOF COVER IS ( f7 ) PANEL COLOR: (GAVV'AL-1JVl) CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE GA.= (2(p) 3/ TAPE SEAL ( ) • 1" TAP, SEAL (�) IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT. ALL PROJECT PLANS AND' SPECIFICATIONS CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER.. SCREWS-FRAMING: ( ,<.1 `1' ) STITCH: (' 11•Ab (,APTe14_ ) I NC CAPP60 e ci}ze.I. Hr.2 COMPLY WITH ' THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ' ' WALL COVER IS ( 2 ) PANEL COLOR: ( ) I1-1 2.00F 4. I'C1A.l..1.-1 ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT FOfi Pe." '= : ' GA.= O WALL TAPE ( ) / THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN "Thevsc SCREWS- FRAMING: (' I�xl ) STITCH: ( I4'�c j LAi ') - ) PROFESSIONAL; FOR A CONSTRUCTION PROJECT. in � t� kz�'�" ; 6 i •°axv Yt+..fit Bq(t f"#3 �^4 r �"4,x " y,.d' , (GAL,L,.,p;I, t41.,e4 HAS BEEN PROVIDED` FOR SHEETING ATTACHMENT ,AT THE BASE THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND 'PERMITS FROM THE APPROPRIATE AGENCY AS • SAFETY COMMITNIE'G �v F a" r`cr':7_� . - "`: �' n'at , r '' i ATTACH RAKE TRIM WITH (f I4'XC0 ) SCREWS TO ROOF AND (r I44'K SCREWS TO WALL REQUIRED. e s es �, `f a�d c9a .eFfj�, ' �1�1t1. 1'�i '" �Oah" �'r'ODtI`uCiio " 1 " POP RIVETS AT TRIM SPLIC S. ATTACH GUTTER WITH # SCREWS TO UNDERSIDE OF ROOF APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC CORRECTLY INTERPRETED AND etLri e �-,* y USE /8 0 E S ( ��' ,, ) METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY MPONENTS THAN` l: l B. ATTACH GUTTER STRAPS WITH (# 1-x ) SCREWS TO ROOF• APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. SAFELY ERECTED. HOWEVER,' THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE ATTACH CORNER TRIM WITH (# . ) SCREWS (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) CONTROL OF METALLIC. ATTACH RAKE ANGLE WITH ( 1Z(111- ) SCREWS WHERE DISCREPANCIES EXIST BETWEEN METALLIC,S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP , TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) PRIORITY OF ANY JOB SITE. PRODUCT CERTIFICATIONS DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC ARE THE LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE RESPONSIBILITY' OF THE CONTRACTORS AND ENGINEERS ',OTHER THAN METALLIC'S ENGINEERS UNLESS SPECIFICALLY WORKER SAFETY. , METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. INDICATED. MAKE CERTAIN AIL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. METALLIC'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: THE CONTRACTOR IS RESPONSIBLE DRAWINGS.FOR ALL ERECTION OF ;STEEL AND ASSOCIATED WORK IN. COMPLIANCE WITH EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. METALLIC'S "FOR CONSTRUCTION" DAILY MEETINGS ,HIGHLIGHTING SAFETY PROCEDURES ALSO RECOMMENDED. THE USE OF HATS, RUBBER 1 . APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA-337 PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL* BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. SOLE SHOESFETING ROOF WORK, PROPER EQUIPMENT FOR ARE ALSO MATERIAL,RECOMMENDED. AND SAFETY NETS HARDWDEHA APPLICABLE,, RUBER 2. SBCCI COMPLIANCE. REPORT NO. 9027 CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN 3. AISC METAL BUILDING CERTIFICATION PROGRAM IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE ARE RECOMMENDED.. 4. CITY OF HOUSTON APPROVED FABRICATOR FIVE (5) DAYS AFTER RECEIPT, OF THE SHIPMENT. HOWEVER, VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE THIS CERTIFICATION IS LIMITED TO THE 'STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE MANUFACTURED BY METALLIC AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC. TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE << " ALSOEXCLUDED 'AREOTHER PARTS OF THE GIVEN A REASONABLE OPPORTUNITY. TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. ` (812 .X 1 1 ) S SHEETS LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. 0 E PROJECT NOT PROVIDED BY METALLIC SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE ; JOB SITE WITHOUT THE 0 NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER Si S2 S3 S4 S5 S6 S7 "�:,' 59 `S10 S11 S12 S13 S14 S15 S16 S17 S18 S19 S20 400-IH °FM4ss =� THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED 9� MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST S21 . S22 S23 S24 525 S26 S26A S27 S28 529 S30 S31 S32 S33 S34 S35 S36 S37 S38 S39 �° JER, - FOUNDATION IN ACCORDANCE WITH THE METALLIC DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION � • � wi r PRACTICES. OF THE . REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. S40 S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S51 S52 S53 S54 S55 S56 . S57 S58 S59 a , ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY �4�r. nc y BUILDING LOADS THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. S60 S61 S62A S626 S63 S64 S65 S66 S67 S68 569 S70 S71 S72' o .TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED DM 5-4-1 DM 5--23 ciy is '�Q' • ' FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE << EN GI THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS I TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY. ASSEMBLED ;STEEL FRAMING, AGAINST PLEASE CIRCLE ONES THAT ARE APPLICABLE INDICATED AND APPLIED AS REQUIRED BY MAr4>AC -1102�T'f� �III�l If,k, Come LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, f THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE SEISMIC FORCES AND ERECTION OPERATIONS, BUIT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY DRAWING INDEX LOCAL BUILDING DEPARTMENT. OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. ROOF DEAD LOAD Q PSF ( FOR ROOF PANELS AND PURLINS ) (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED ) I ISSUE PAGE ' DESCRIPTION COLLATERAL DEAD LOAD .�. .0 PSF ,, Cl OF 1 COVER SHEET , _ROOF LIVE LOAD COLD FORMED STEEL COMPONENTS YIELD STRENGTH = 5;7.0 K.S.I. . (TYP.) COLD FORMED STEEL COMPONENTS : YIELD STRENGTH, = 57.0 K.S.I. (TYP.) I ROOF FRAMING PLAN PRIMARY FRAMING 0 PSF DIMENSIONS MEMBER PROPERTIES SHAPE M DIMENSIONS • MEMBER? PROPERTIES SHAPE --- I SIDEWALL ELEVATIONS SECT. NAME SECT. NAME ENDWALL ELEVATIONS SECONDARY FRAMING � � AREA Ix ly - ` Sx eff 8 Z 16 8 213 218 .915 16 .850 8.018 1,119 1.840 _ AUXILIARY LIVE LOAD - PSF 8 2 15 8 A 2, 8 X 2 12 C 16 8 212 212 .778_ 16 .850 8.050 697. 1.760 a .929 15 .962 9.019 1.271 2.098 C 8 X 2 12 C 15 8 212 212 .797 15 962 9.082 789 2.012 C 8 Z 14 8 2� 218 .935 14 1.OI5 9.536 1.343 2.279. > � � �'' CROSS SECTIONS SNOW LOAD C 2Cz� 2�J.0 PSF ( PER FIGURE ) D 8 X 2 12 C 14 8 22 212 .807 14 1.015 9.569 .832 2.171 p "- WIND LOAD �� MPH, EXPOSURE G 8 Z 13 8 2 218 .970 13 1.298 12.123 1.735 2.978 Yr_,. 8. X 2 12 C 12 8 212 212 .884 ? 12 1.461 13.624 ' 1.194 3.406 GENERAL DETAILS ' 8 Z 12 8 2/ 218 .990 12 1.461 13.599 1.963 ' 3.341 - , 8 X 3 12 C .16 8 .312 312 .778 16 .972 .9.972 _ 1.575 1.808 SEISMIC ZONE 2 10 Z 15 10 243 21a .928 15 1.100 15.423 1.271 :' 2.781 A 8 X 3 12 C 14 8 312 312 .707 14 1.160 11.856 1.880 2.359 A ACCESSORY DRAWINGS 10 Z 14 10 21 218 .935 14 1.160 16.258 1.343 3.112. • 8 X 3 12 C 12 8 32 312 .884 12 1.670 16.890 2.707 3.571 : . IMPORTANCE FACTORS 10 Z 13 10 2 ,218 .970 13 1.484 20.701 1.735 ' 4.077 D 10 X 312 C 12 ' 10. 312 312 .890 12 1.880 . 28.403 2.906 ' 4.857 I ' WIND LOAD 1•0 . 10 Z 12 10 238 218 .990 12 1.670 23.242 1.964 4.577 1,j BI. 12 X 312 C 12 12 312 312 .890 12 2.090 I 43.676 3.065 6.287 B 10 X 3 Z 15 10 .3 318 .928 15 1.238 18.826 3.033 2.842 0- -- SNOW LOAD 100 10 X 3 Z 14 10 31 ' 318 .935 14 : 1.306 19.846 3.204 3.095 V' 'FI I ' ANCHOR BOLT' PLANT SEISMIC LOAD LG 10 X 3 Z 13 10 313 , 318 ,970 13 1.670 25.269 4.130 3.689 I�C�. II ?ll C� 10 X 3 Z 12 10 3 318 .990 12 1.880 28,374 4.672 ' 4.930 OTHER LOAD .,, 1 ., , . ,,1 12 X 312 Z 14 12 343 3 8 .935 14 1.451 30,480 3.204 3.689 H ' * , MEZZANINE LOADS 12 X 312 Z 13 12 313 318 .970 13 1.856 , 38.840 ' 4.131 5.366 12 X 312 Z 12 '12 3� ' 318 .990 12 2.089 43.640 4.672 �,6,370 `. .. REVISIONS '. M� i� I��C bui1d1n9 company I 8 E.S. 16 8 3� 5 1.061 16 1.090 11.266 2.970 2.007 4 .' C7A 417'H7 Fo APPzoVACL - . 1 -W. 7 METALELil �� 7 01 FAIRVI W • H... T TXA� �'DEAD LOAD -I' (i!�(�i �/O�(-� PSF 8 E.S. 14 8 3 5 1.090 . 14 1.301 13.390 3.542 2.575 I [2_12. i' - - - 3 E OUS ON, E S P.O. BOX 40338 4 __ 0 �-l�j--'47- ' FOR PERMIT' ZIP 77041 (713) 46G-7788 " ZIP 77240 ` CRANE INFORMATION. - 8 E.S. 12 . 8 3 8 5 1.168 12 1.873 19.056 5.089 3.948 . 10 E.S.14 10 4 6 1.277 14 1.593 25.536 6.213 3.529 DESCRIPTION COVER SHEET 10 E.S. 12 10 4 6 : 1.355 -12 '2.293 36.433 8.931 5.807, ( SIZE SEE BUILDING DESCRIPTION '. .µ 12 E.S.14 . 12 .4 ' 6 1.277 14 1.738 38.942 ` 6.583 4.272 0 i CUSTOMER Y, CUST; ro �� P lCoL E J 1i6i1.� l (lit l . j}IG. A 1ooi r I I� rn .. 12 E.S. 12 12 4 6 1.355 12 2.502 55.660 9.467 7.510 - ---- .. LOCATION j SAD SY DEN. BY CK'D BYA <1 DATE SCALE QUOTE NO. JOB NO. ,SHEET NO. ' ISSUE • o �. N/A .. c�I ,A/�/�(y�/�),J)F; J,) �}'Mf/f ;. :C1 �OF -1: : 4 1 • 0 ' o n 7 --O 0 0 STEEL J Fay dl= 25 --O 26 -T • O 2 Yi (TYP.THLS BAY) (7YP.THIS BAY) (T P.THIS BAY) I � � . 1 -234 2 -534 2 -54 1'-24 / PURLIN LAPS ,� i i \ / , • I �} I( tY 0-fi-if., 47) -1 S I �� fit•-- , . . . 1 - - \ -N. . / ___ �' X..., 7,L 2' . . , v� F GP ,� 25',=0 26'-0 26'-0 \' r i li / fb Iv .. . ,. - � , � . '`1 , ---, / e ELEVATION @LINE >>A,� FRONT SIDEWALL Lu 1 � ice '` _- -- III'. �� o . 0 0 � � � g' G•. 7� v 4 • e 1 -0 I . 0 i �/ . ._. CV N 0 X 1'-23 2'-53 4 2'-534 1'-234 i to / ' II ` • ` I • ,--� _- . LI, J.1 2J\ r, ,[. •-1-/ �� ILO t ..b.. �j� iD \� \\ /� / \ 7 -d- 7 N. \ CO • ' —" x I fe) '"M/ \ ( o ) / Iv c . P. ::Sit / \ �w -/ ,-'' rWrIgIi-r Pi1 z LA Fi ( 1-T,,) , , i . ,. . . . . O. \ I I L r `✓ 2 11 3 �' IJ.3` PAS 12. SPA I I..s &<,�; Y-2 _'•2 =2�I 5'.2 t r:.)'-2�� '�- �i \ \ j 26.-0 , 26.-0 , 25.-0 ! A�. i GF v . (1.1-P. ) ROOF FRAMING PLANxl4 . %I � � t ELEVATION @ LINE ,'B ,, BACK SIDEWALL -tix For Permit: • �,J A t +! ,Cps, j��q gR� e�r , MI'P' oso dra=�<Ir� 1 b' In I'or P ra 71R4 .�.df9 �.� • n that, a a minimum, • J itlon not final , p;ece s �°ie;;g s:re not ide tified.drawings Issued '°for �„ identified. CorltrlacsC�, can be considered as - 13 1'-1 Z_4 ' 13� f s r r 2 2 i6(� , PURLIN CLIP 1 ". ` 1 - i 6 V I ....,... tl j ® o A /,,• N` _-rir - L - N <_ 1; O'-1 MACH. BOLTS 2 1 16 V /r (6 REO'D) �/ 41 - _� FLNG. BRACE , q CF N` 4( 2X2X14GA.) x, '� ✓2 2'-2 N� 2-4 cP`jW OF MRss q� FLNG. BRACE CUP �� J •, '. COLORS- MUST: BE PL. 3X3Xs , PROVIDED BEFORE �'�0.�4�� � � 3 -8 4 LAP - PURLIN OR GIRT CONNECTIONS • c; iT , � A DELIVERY DATE : IMLL BE ESTABLISHED z DESIGN LOADS SHEETING SWING DOORS FIF.i.t� IOG, FRAMED OPENINGS - : VENTILATORS MISCELLANEOUS ACCESSORIES REVISIONS l. MK. N0, SIZE DESCRIPTION MK, N0: ` DESCRIPTION . MK. NO. DESCRIPTION .• N0. DATE DESCRIPTIONV BY CKb T metallic buildin ���P �✓� - SEE C1 OF 1 ; I. 26 GA: (PBR) PANEL GALVALUME ROOF MK, NO. DESCRIPTION ' . J S f � ONE14-0 X 9-11 FOR O.H. DOOR' BY OTHERS A 4'/7-9? FOR APPROVAL r2 " !�2-.. H t��� . - 26 .GA: ( R ) PANEL WALL A 2 3070 (M) w/WS,V � �O(��GI B ( ) ��� �/.� C�I,O�I� 7301 FAIRVIEW • HOUSTON,' TEXAS • P.O. BOX 40338 . TRIM I �I)LAf&I , Lr FiA P C 6 6=0 X'3-0 FOR GLASS (BY OTHERS] ' B rq g� F PERMIT ZIP 77041 (713) 466=7788 ZIP 77240 26 GA. RAKE ���f �L I DESCRIPTION 1 DE ERECTION� PLAN 26 GA. EAVE SKYLIGHTS • BLANKET TYPE INSULATl01N ` SIZE MS2 55' O X 77' 0 X �1 4'-O (3: 12) U.L. 90 . YES 26 GA. GUTTER MK• NO, DESCRIPTION NONE t_-- BY NBC BY OTHERS I I CUSTOMER' PRIGGEN :.STEEL `'BUILDING. CO. INC CUST. ABCO , ROOF ROOFI WALL I I UL-25 I 1 , NO x 26 GA, . DOWNS. A I , , oo I L LOCATION � H Y N N S .�M A DRN. BY CK'D BY DATE �• SCALE QUOTE:NO. JOB NO. ., SHEET ENO.' ISSUE 26.GA: CORNER PAINT STD.�RED OXIDE� �� . SCREWS � '��'�,SELF DRILLING.I 20 YR. YES. � i , � � � � � .. � - SEASHORE- 5 96455 1 f �� , WARR, NO 26 GA, ; ACCESS. C> 'GAP ` I IJ PFit� 1 ! Al,�� E o - i , _ . ._