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Total new 4(9(050 3PL LT ck mil, Zoning District .13,P,c.-1 Flood Plain KIP. Groundwater Overlay MI Project Valuation ataa-np Construction Type II C3 Lot Size 4.1 Ac.R.ES Grandfathered: ❑Yes Ig No If yes, attach supporting documentation. Dwelling Type: Single Family ❑NIA Two Family ❑ NIA. Multi-Family(# units) N 1A Age of Existing Structure 1.11 A Historic House: ❑Yes 11 No On Old King's Highway: ❑Yes '0 No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other (4 I A Basement Finished Area (sq.ft.) MI& Basement Unfinished Area (sq.ft) )4fA Number of Baths: Full: existing Id I P. new 14 IA. Half: existing 14/A new. I Number of Bedrooms: N IA existing _new Total Room Count (not including baths): existing 14 lA new 4 First Floor Room Count 4- Heat Type and Fuel: IA Gas 0 Oil ❑ Electric ❑Other Central Air: 0 Yes No Fireplaces: Existing NIA New N JA.. Existing wood/coal stove: ❑Yes )(No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑existing 0 new size — NIA )4 A N/A Attached garage: 0 existing 0 new size _Shed: existing ❑ new size — Other: lA N A Zoning Board of Appeals Authorization UfAppeal # 2011 --013 Recorded ❑ Commercial '91 Yes ❑ No If yes, site plan review# Current Use A%TT )611-0 ` reA1 ` I4455 Proposed Use Auto ac:y REPAMg- 11-S1AE55 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 50g-22,6-"7$14 CSu. Name Cc*4 Q.4 CtrzoV‘P IAC,. Telephone Number 50t,-6BS-( SS'S m*Ftc.lr Address t10 STIsc-ce•• gcie, S.acc —I License#C,5-00SIS'7 CRoL1 *> g CAT►citAkto�� SA.c.,ikj"(oitt (lets L-t, MA O2.5CA. Home Improvement Contractor# Email PsCA;r l tt.t4I ei c.01.ISER 4 ct Zoo P. e t4 Worker's Compensation # 6014 Z.Z Z 8(off ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G.L. 1lv0t4,1•0, . s-TE SE f t'.o. 3by % 43(0 WEST ,5`r \dEsT BZ.tocI Ewalt.,)C'tA SIGNATURE DATE 7)3 ) 1'7 .- .. .• .. . i FOR OFFICIAL USE ONLY _. .. . 1"APPLICATION # ,-. _ - .... .. .!•• - ,DATE ISSUED - - f - , / . . • '1'' . _ ..-N..-- le" 4 , •• . ' ; , . .4 .4.. Zik• • .. ---- MAP/ /PARCEL NO. ' -- - •• ' . t- .•-• - . ,. ..T -- . , , • , -e . . .;.,' .;.• :. •-.:. _„. ' ,• , •-1 . 1 , , '7', • - -. - - . , ..‘ . , , - - • "i 7.. 1 • ADDRESS --- VILLAGE ...... . .. . . - . -. ,. -42. . . . . i ... .- ! .. _ .... -, . OWNER .. .. , . , •, DATE OF INSPECTION: - . - .... ._. _. .• --,- ...„.., ...... _, V FOUNDATION e tpl I ZY/7 9 i--- :-' . --,_ ' - • , • ....._ -- _ FRAME.a/ 1 0 13 /- ...' iL..-,-/- Arilizgoet-Sii4e-7-6,,--c414tp7C5 . t....„ .... INSULATION - ..." \ ,-- .- FIREPLACE • -,,, '7 , t ' " • t . --:. .. •;" . , ELECTRICAL: ROUGH .- FINAL "-' . i PLUMBING: ROUGH : - FINAL---- _ , --- - , . i .• .; GAS: ROUGH -.- FINAL - -- : 'Ad - -5 .... -, .- .. •.. .• si FINAL BUILDING . -,.- f... .. -111 p 2.., -a . . a . . . _,.. .. . t .: t •1 DATE CLOSED OUT I i:`. , . _ -- i• .... (.0 ASSOCIATION PLAN NO. , _ ...--.-- . • ., - , - , - .?) — Town of Barnstable CZHE T , Ow • BARNSTABLE. Building Department- 200 Main Street ,i, a •a `��q Hyannis, MA02601 { +- pnMA�a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-930 CO Issue Date: 12/29/2017 Parcel ID: 274-019 Zoning.Classification: SPLIT Location: 1364 PHINNEY'S LANE, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: NR Gen Contractor: : ROLAND B CATIGNANI Permit Type: : Commercial- Business Type of Construction: - IIB: Non-combustible building elements Design Occupant Load: 16 Comments: TEN BAY METAL BUILDING FOR VEHICLE SERVICE, TO RIGHT REAR OF EXISTING BUILDING (LR-J /X/21/7 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition GIIIIPED ;$ Town of BarnstableAL 1C� uilding Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept-Posted Until Final Inspection Has Been Made. t •�+" Where a Certificate of Occupancy is Required• ,such Building shall Not be Occupied until a Final Inspection has been made. t Permit No. B-17-930 Applicant Name: ROLAND B CATIGNANI Approvals Date Issued: 05/15/2017 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 11/15/2017 Foundation: 0 f/1y/7 Location: 1364 PHINNEY'S LANE,BARNSTABLE Map/Lot: 274-019 Zoning District: SPLIT Sheathing: Owner on Record: GOODWIN,ROBERT H TR Contractor Name: ROLAND B CATIGNANI Framing: 1 v�/03 f0/Qkl-�i- Address: PO BOX 977 Contractor License: CS-005157 2 HYANNIS, MA 02601 Est.Project Cost: $488,000.00 Chimney: Description: CONSTRUCTION OF NEW GROUND UP TEN-BAY METAL BUILDING FOR Permit Fee: $4,665.80 VEHICLE SERVICE. Insulation:CC)/p ) /7 Xx``� Fee Paid: $4,665.80 //' Project Review Req: CONSTRUCTION OF NEW GROUND UP TEN-BAY METAL BUILDING Date: 5/15/2017 Final: 7�,/jg/7� lv FOR VEHICLE SERVICE. / !' 7,� �� Plumbing/Gas_ Rough Plumbing: /0-447 ; a _ Building Official Final Plumbing: Oh31/2 This permit shall be deemed abandoned and invalid unless the work`authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local'zoning by-laws and codes. Final Gas: 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 1 the work until the completion of the same. Electrical 1 The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Serviceo,c 6- / �i Minimum of Five Call Inspections Required for All Construction Work: lQ I��'/ 1.Foundation or Footing age 2.Sheathing Inspection lG �6-�? ' � 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: /,ia/i, 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:ol / ,-/ 6.Insulation 7 �i 7.Final Inspection before Occupancy Low Voltage Final: n 5_ ' 9 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: "`-' -ki/ Ivy/ /7 "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department /2/yK7 Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r .ass,. �� TOWN OF BARNSTABLE � r� BUILDING DEPARTMENT ��s6;q. p4 APPLICATION FOR CERTIFICATE OF OCCUPANCY fo Mid Date 213 .D2.0 204 Building permit application number G- `1 ' lSo map/par 2 4 O 1 Ci Address of structure t z6z} pill i)P,,'5 L 4$O Area of structure C.O. will be issued to A-Li_ o .CZ Name of i ' *tz _ F3zaTt �U2 ' � ���'S� .! �--t IJ►S Edition of Building Code F1GhAt1 Use and Occupancy Classification ,S 1 Type of Construction ZI Design Occupant Load I Is the facility licensed by a State agency - Yes ❑ No =� If yes If yes, name of agency Relevant Code of MA Regulations (CMR)that apply Automatic Sprinkler System Sprinklers provided? Yes ❑ No R Sprinklers required? Yes ❑ Noa Building Department Use only Special Conditions: Final Construction Control Document TOWN OF B x;�N TABLE it INrr To be submitted at completion of construction b a I } P'i -• 3 11 � p Y OW ;�,"e'l Registered Design Professional for work per the 8th edition of the -- -u „; . c.1 Massachusetts State Building Code, 780 CMR, Section-107.6.4 Project Title: Hyannis Honda Service Building Date:December 27,2017 Permit No. B-17-930 Property Address: 1364 Phinneys Lane,Hyannis,MA Project: Check(x) one or both as applicable: XX New construction Existing Construction Project description: Reconfigure area to accommodate proposed procedure room and associated facilities. I David J Vachon MA Registration Number: 7471 Expiration date: 8-31-18 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project XX Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the w ., .4,:,.� .erformed in a manner consistent with the construction documents and this code. / ti ., me'f, 1 Enter in the space to the right a"wet"or i h� . electronic signature and seal: �,6,- 1 • ► ' pp 4 Phone number: 508-888-6555 Email: dvachon@conservgroup.com Building Official Use Only Building Official Nanie: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen, provide a description. Trial Version 10 09 2012 Project Name: I dIr Address: L 3(pLI =4)!liot S Uwe, _ arh Permit#:__ - I/ - q(-36 Permit Date. 15/14 M/P: a► q LARGE ROLLED PLANS ARE IN: BOX: L : SLOT. g I rd Date entered in MAPS program on: � a 01_ By: L . �r�i�, I- 7 CONCRETE PLACEMENT INSPECTION ® ®li fi BRIGGS Briggs Engineering & Testing PROJECT: 1364 PHINNEY'S LANE/HYANNIS V A Division of PK Associates, Inc. PROJECT#: 29613 INSPECTOR: Garry Lamarre PAGE OF DATE: R-06/1-2/-17--- ,,CODE: C26 TEMP.: H 60F L WIND.: L H HUMID.: H L CLEAR Concrete Source: Fuccillo General Contractor: ConSery Group, Inc. Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness - X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either . corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, - C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits -. Time Limits X 1-1/2 hrs. max. Temperature X 50-90°F Slump * 3 - 5" Mixing N/A 70-300 Rev. Air content X 2 - 6% Density N/A ± 3 p.c.f. Location: C Perimeter footing walls(please see attached drawing) Remarks: *Load #1 had high slump. A reinforcing steel inspection was performed for the above location. All reinforcing steel inspected conformed with the appropriate drawings/specifications. Drawing #: Sheet Si- Section F1, F2, F3 & F4 The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 28 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required (in.) water (pcf) 1 10:55 12 10 79 76F 5.5" 5.0% 60F 3000 3000 3/4 5 1 0 } X 100 Weymouth St.,Unit B-I.Rockland,Ma 023 "a70 I ' / 100 Pound Rd.,Cumberland,RI 02864 _ Approved: „ , JG DEpT c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH (iGr 1 8 2017 TOwN O A,dRNQ-r B� _E ,.....w CO :. - -....„.._ ••-i ".... .4,.., Alcs• ......_ c\, ,......C.-1 ct) ..co 177 co ct ,,-- .., 4,.. ..\ f V I i Ul.4 t'A E 1.0 .e , •-••'' i ,C) I 1 . !.?..I ...,„:„., i . w.,...,"4_ ,z,----,,-------_-:-- -,--:-----.....----.„--a-a-:-----_----- ------,-,„:.:=7,--_—_-1,-;-,..;,-7..:--2,-,-..:.....-7.-::-T-_,----------, t,-_-_-_,-.:-----,--:,--„- 11 ;14. ‘? 1 II • - LI J ., 1 ___:'• Alt 1 1 iiiii,1 1 .. i 1 i 1 _ _J -- '7,17„ nAt L4.1.14 II., n mti.Plioi:S41-4HCF:ArofilCU''A2 IER OVER WELL COMPACTED STRUCTURAL SIAB 119.EL--,100-0- I I L 1 J - = \ •, ( --t ...11.4 c 1 i 1 .1, :VA II t ,,,, ,, t, ',11 1 : C=14 ; :.f..! ! 7-.1'.--d ‘9 C1.7.• i."7 ''''''J , \7 1 1 1 1 I I c..., ,•- ,,I.gi -!FT,FIs ...• 1 T.'I'''" 111 mr-fr,A : I= •4 - .e.=.,, W II .....‘ _.. il.,1 -si gli = ,? ;.•...,•: 11 • V', / •,,, il me•AI 41 . PM.CONIti ' • I N 11, '. 12EVISIONS '', 11 . NA1 MO .. 1; 7" ' It , T-(rg I-A 2- -11}_li Z "N‘, I I 1 -,--- 1 .., le ' OWC.INFO. 4 6 1=. , ...., 1,A I,' IANI,T.1111'• ' 111 ntri . . .• • -- __. -_.NN, i lij d r 1 _mi,tLa. 1 f IMO DIA II I I i I Nkr .lir(n-'44...) Aron I, -----zi—.........,..„._I a I I 73 1•••••••••—•,...........„„ ' L J 1 I I I -..- r la', 10', :,...=::.."r......z 71..:...:..-.....-.=•....,.....,•••-?....1....:::::-"- SHEET TITLE: s FOOTING SCHEDULE FOUNDATION PLAN . . F011N0ATION' WIN Olt 141/4.21.41111 4' 1.413 own.•!rl,Crl'lr'ITIZninif?if,rrl'r. si trEr&.10R it: rint..111111114 Ell,1,071 1. ti Nomura:MA.9,1.41 MOM..t.ff. ,1P Mt n'Ill F,SI IIM0.5. 5 Wiwi Rand . E R,1,19,,,,R,r kiM1 0:9:0 S-I ‘,.. vric,5011171.^6P2 101 50r1178.2R12 0762 .--.. __ C.,11 ...st, I ''" "'�, CONCRETE PLACEMENT INSPECTION =®fb �L"'. Briggs EngineeringTesting PROJECT: BRIGGS Bri S En ineerin & 1364 PHINNEY'S LANE/HYANNIS A Division of PK Associates, Inc. PROJECT#: 29613 }— -' INSPECTOR: Moise Louis-Jean PAGE OF TE --06/07/l 7`A CODE: C26 TEMP.: H 61F L 49F WIND.: L H 15 mph HUMID.: H 86% L CLOUDY Concrete Source: Fuccillo General Contractor: ConSery Group, Inc. Storage Location: Curing Box: Other: near placement Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X .44 Grade preparation X Steel supports X ,1co Placement: 0 o co Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either cv ,z corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Z op cc Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, ® "---+ co C 231 and C1064 respectively. L--) ASTM C-94 Limits ASTM C-94 Limits ZO Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F C Slump X 1 - 5" Mixing N/A 70-300 Rev. O Air content T N/A Density N/A ± 3 p.c.f. ( Location: EFOOTig from A to D ati_to 4_ Remarks: The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 47 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required (in.) water (pcf) 1 10:10 David 11 74 70F 3" 6.0% 49-61F 3000 3000 3/4 5 1 0 B. . X 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 _100 Pound Rd.,Cumberland,RI 02864 Approved: t. c.p.i.Rev. 3, 07 Director of Field Operations: Sean Skorohod YH { CONCRETE PLACEMENT INSPECTION Algal BRIGGS Briggs Engineering & Testing PROJECT: 1364 PHINNEY'S LANE/HYANNIS A Division of PK Associates, Inc. PROJECT#: 29613 INSPECTOR: Mike Smith PAGE OF t DATE: -08/2_47J)7 CODE: C26 TEMP.: H 85F L 7SF WIND.: L H HUMID.: H L CLEAR Concrete Source: Fuccillo General Contractor: ConSery Group, Inc. Storage Location: Curing Box: Other: side of building Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, Cl 73, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4 - 8" Mixing N/A 70-300 Rev. Air content X 2 - 5% Density N/A ± 3 p.c.f. Location: I Floor of back building Remarks: All wire mesh inspected conformed with the appropriate drawings/ specifications. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 95 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required (in.) water (pcf) 3 8:48 13 11 79 65F 6" 3.2% 75-85F 4000 4000 3/4 5 1 20 6 9:55 10 11 50 68F 6.25" 3.7% 75-85F 4000 4000 3/4 5 2 20 X 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland.RI 02864 Approved: . c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH OCT 18 201? TOWN OF BAi lsls!r:D. Town of Barnstable Regulatory Services BARNSTABLE, mAs� Richard V.Scali,Director its; Fo rn .f 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 X�Pruth.S EN►TEitP E 11W....zet41.21,T of Rol" WAr-CE R IZ 0. taa-1Y -tRvS"c James Goodwin,President I, , as Owner of the subject property hereby authorize eonsery Group, Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 1364 Phinney's Lane,Hyannis,MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspe tions are performed and accepted. ignature of Owner Signature of Applicant TWOS .g &Oki/A/ Ot)(.#01iiTl�J4aJ ,ft<bV4bNV Print Name Print Name ),K /� ate UHF Town of Barnstable / �►s Regulatory Services snRNBT&BLE,q Richard V.Scali,Director Ea mo h 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 - - I Robert Goodwin,Trustee 'as Owner� - of the subject property --- or 1i'OYc yA'TvY_'U At)' i -vST' hereby authorize ConSery Group, Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 1364 Phinney's Lane,Hyannis,MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant — gvb201/. G®aafw)k 61-1)&kiltz.))� Print Name Print Name L//3//7- Date Mckechnie, Robert From: Peter Burke <PBurke@barnstablefire.org> Sent: Thursday, May 04, 2017 11:10 AM To: Mckechnie, Robert Subject: Re: 1364 Phinneys Lane, Hyannis Honda We have On Thu, May 4, 2017 at 10:51 AM -0400, "Mckechnie, Robert" <Robert.McKechnie@town.barnstable.ma.us>wrote: Hi Peter, Just checking to see if you are ok/have approved the 4,650 square foot new building to be built at the subject address. I am waiting for your approval before I issue the permit. Thanks, Bob Robert McKechnie Local Inspector . Building Department Town of Barnstable • 200 Main Street Hyannis, MA 02601 508-862-4033 1 COMcheck Software Version 4.0.5.4 Envelope Compliance Certificate Project Information Energy Code: • 90.1 (2013)Standard Project Title: Hyannis Honda Body Shop Location: Hyannis, Massachusetts Climate Zone: 5a(weather data: USA_RI_Providence-T.F.Green.State.AP.725070_TMY3.epw) Project Type: New Construction Vertical Glazing/Wall Area: 1% Performance Sim.Specs: EnergyPlus Version 8.1.0.009 Construction Site: Owner/Agent: Designer/Contractor: 1364 Phinneys Lane Consery Group Hyannis, MA 110 State Road Suite 7 Sagamore Beach, MA 02562 Building Area Floor Area 1-Automotive Facility: Nonresidential 4650 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budcet U- or R-Value R-Value U-Factor Factoro) Perimeter Roof 1:Metal Building,Standing Seam,Liner System with Thermal 4960 38.0 0.0 0.030 0.)37 Blocks(d),[Bldg.Use 1 -Automotive Facility]:Comment:Optiliner Floor 1:Slab-On-Grade:Unheated,Vertical 3 ft.,[Bldg.Use 1 - 275 --- 10.0 0.510 0.520 Automotive Facility](c) NORTH. Exterior Wall 1:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1035 --- --- 0.057 0.050 Facility]:Comment:R-25 Optiliner(b) Window 1:Metal Frame with Thermal Break,Perf.Type:Energy code 14 -- --- 1.250 0.420 default,Single Pane,Clear,SHGC 0.82,VT 0.73,[Bldg.Use 1 - Automotive Facility] Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 -- --- 0.390 0.500 EAST Exterior Wall 3:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1240 -- --- 0.057 0.050 Facility]:Comment:R-25 Optiliner (b) Door 3:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 500 --- --- 0.100 0.500 Facility] SOUTH. Exterior Wall 2:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1035 --- --- 0.057 0.050 Facility]:Comment:R-25 Optiliner(b) Door 2:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 --- --- 0.390 0.500 WEST Exterior Wall 4:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1240 --- --- 0.057 0.050 Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 1 of 9 r Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor() Perimeter Facility]:Comment:R-25 Optiliner(b) Window 2:Metal Frame:Operable,Perf.Type:Energy code default, 14 --- --- 1.250 0.500 Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 -Automotive Facility] Door 4:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 500 --- -- 0.100 0.500 Facility] Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 --- --- 0.390 0.500 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other components require supporting documentation for proposed U-factors. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. (d)Thermal spacer block with minimum R-2.5 must be installed above the purlinlbatt,and the roof deck secured to the purlins. Envelope PASSES:Desigr 19%o,better tharrlcode : . i te. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2013) Standa-d requirements in COMcheck Version 4.0. .4 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Na e-Titlobv e I/ (GI 9d- rr Signature to Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documerts\Consery Group Hyannis Honda.cck Page 2 of 9 COMcheck Software Version 4.0.5.4 ti Inspection Checklist IrrilA Energy Code: 90.1 (2013) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section 1 T # Plan Review 0 Complies? Comments/Assumptions ` ; Et Req.ID i 4.2.2, 'Plans and/or specifications provide all iLIComplies 5.4.3.1.1, ,information with which compliance ODoes Not , 5.7 can be determined for the bu!ding [PR1]1 'envelope and document where ❑Not Observable exceptions to the standard are Not Applicable :claimed. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 3 of 9 I , . Section ='.Footing/Foundation: Plans Verified Field Verified & Re 1D Inspection - Value Value 5.5.3.3 ,Below-grade wall insulation R- ; R- R- '..❑Complies ;See the Envelope Assemblies [FO1]2 $value. ❑Does Not 'table for values. j ;❑Not Observable ❑Not Applicable 5.5.3.5 'Slab edge insulation R-value. R- R- :.❑Complies ;See the Envelope Assemblies [FO3]2 i :❑ Unheated ❑ Unheated ;❑Does Not ;table for values. 0 Heated ❑ Heated ❑Not Observable ❑Not Applicable 5.8.1.2 ;Slab edge insulation installed per t • comPies [FO4]� 'manufacturer's instructions. i ❑Does Not ❑Not Observable ❑Not Applicable 5.5.3.5 ;Slab edge insulation ft ft ❑Complies ;See the Envelope Assemblies [FO5]2 J depth/length. ❑Does Not ,table for values. ❑Not Observable ❑Not Applicable 5.8.1.7 Exterior insulation protected f ,, EComplies [FO6]1 against damage, sunlight, ❑Does Not :moisture, wind, landscaping and ;equipment maintenance ,,S s 4 ❑Not Observable activities. s ; ';SA' ° .❑Not Applicable 5.8.1.7.3 :Insulation in contact with the 1DComplies [FO7]i ground has <=0.3%water ❑Does Not ;absorption rate per ASTM C272. s s ❑Not Observable �e 5 ❑Not Applicable 6.4.4.1.5 Bottom surface of floor structures! R- R- ;❑Complies ;See the Envelope Assemblies [FO11]3 3 incorporating radiant heating i =❑Does Not ;table for values. ;insulated to >=R-3.5. 3 ;❑Not Observable ; I ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 9 P P P Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 4 of 9 r Section x �- Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 5.4.3.2 ;Factory-built and site-assembled w , ( r- ❑Complies [FR1]3 fenestration and doors are r ❑Does Not :labeled or certified as meeting air *h leakage requirements. o ❑Not Observable ;. ❑Not Applicable 5.5.4.3a Vertical fenestration U-Factor. U- U- ;❑Complies !See the Envelope Assemblies [FR8]1 ;❑Does Not ;table for values. 1 ;❑Not Observable ❑Not Applicable 5.5.4.3b Skylight fenestration U-Factor. U- ' U- ;❑Complies '.See the Envelope Assemblies [FR9]1 '❑Does Not table for values. ;❑Not Observable ; ❑Not Applicable 5.5.4.4.1 ;Vertical fenestration SHGC value. SHGC: SHGC: ❑Complies :See the Envelope Assemblies [FR10]1 :❑Does Not table for values. 1 ;❑Not Observable ; ❑Not Applicable ; 5.5.4.4.2 Skylight SHGC value. SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies [FR11]1 ; ❑Does Not table for values. ;❑Not Observable ❑Not Applicable 5.8.2.1, ;Fenestration products rated (U- ❑Complies 5.8.2.3, lifactor, SHGC, and VT) in ','; g, * .. -' ❑Does Not 5.8.2.4, ;accordance with NFRC or energy = 5.8.2.5 code defaults are used. ._ ❑Not Observable [FR12]2 ❑Not Applicable 5.8.2.2 Fenestration and door products t* = j❑Complies [FR13]1 ;are labeled, or a signed and ❑Does Not ;dated certificate listing the U ['Not Observable ;factor, SHGC,VT, and air leakage ; ��, rate has been provided by the ❑Not Applicable t ;manufacturer. i 5.5.3.6 ;U-factor of opaque doors U- U- ;❑Complies ;See the Envelope Assemblies [FR14]z i associated with the building ❑ Swinging ❑ Swinging ❑Does Not table for values. ;thermal envelope meets ❑ Nonswinging ❑ Nonswinging requirements. ['Not Observable j ❑Not Applicable 5.4.3.1 ;Continuous air barrier is I ❑Complies [FR15]1 wrapped, sealed, caulked, ❑Does Not gasketed, and/or taped in an ['Not Observable approved manner, except in Isemiheated spaces in climates .- ❑Not Applicable ;zones 1-6. i Additional Comments/Assumptions: 1 High Impact(Tier 1) '2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 5 of 9 I Section ":Plans Verified Field Verified' # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID `. 5.5.3.1 Roof R-value. For some ceiling I R- ; R- ❑Complies See the Envelope Assemblies [IN2]1 ;systems, verification may need to`❑ Above deck ;0 Above deck ❑Does Not table for values. ;occur during Framing Inspection. ❑ Metal 0 Metal ENot Observable 0 Attic ❑ Attic ENot Applicable 5.8.1,2, Roof insulation installed per , ) o ' ❑Complies 5.8.1.3 'manufacturer's instructions. t ! ,❑Does Not [IN3]1 Blown or poured loose-fill i insulation is installed only where t t ENot Observable :the roof slope is <=3 in 12. --1s ❑Not Applicable 5.5.3.2 :Above-grade wall insulation R- • R- R- ❑Complies See the Envelope Assemblies [IN6]1 value. table for values. ❑ Mass 0 Mass ❑Does Not • ❑ Metal ;0 Metal ENot Observable 0 Steel ❑ Steel ❑Not Applicable ❑ Wood :0 Wood • o 5.8.1.2 `Above-grade wall insulation ❑Complies O [IN7]1 installed per manufacturer's ❑Does Not instructions. ' ['Not Observable Oat t oa tot_ 112Not Applicable 5.5.3.4 Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies [IN8]2 ❑ Mass ;0 Mass ❑Does Not table for values. ❑ Steel ❑ Steel :Not Observable • ❑ Wood ❑ Wood ❑Not Applicable 5.8.1.1 'Building envelope insulation is I❑Complies [IN10]2 labeled with R-value or insulation ID Not ;certificate has been provided - listing R-value and other relevant _,, :Not Observable ;data. . ENot Applicable 5.8.1.9' -iBuilding envelope insulation � � ❑Complies [IN18]2 ;extends over the full area of the ,; ; flt tat ❑Does Not component at the proposed rated - "� ' ❑Not Observable ;R or U value. e ❑Not Applicable 5.8.1.4' Eaves are baffled to deflect air to Q ❑Complies [IN11]2 =above the insulation. ❑Does Not • ❑Not Observable ENot Applicable 5.8.1.5 ]Insulation is installed in ❑Complies • [IN12]2 i substantial contact with the I ; ODoes Not ;I inside surface separating t t. conditioned space from ❑Not Observable unconditional space. ❑Not Applicable 5.8.1.6 3 Recessed equipment installed in ❑Complies [IN13)2 =building envelope assemblies * t ['Does Not does not compress the adjacent •insulation. ['Not Observable ENot Applicable 5.8.1.7.1 ;Attics and mechanical rooms ' ❑Complies [IN15)2 #have insulation protected where t ' # ❑Does Not ;adjacent to attic or equipment taccess. ENot Observable ENot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 6 of 9 r Section z Plans Verified Field Verified , �. # Insulation Inspection ; Complies? Comments/Assumptions ScReq.ID Value Value` 5.8.1.7.2 ;Foundation vents do not interfere k ❑Complies [IN16]2 with insulation. , I DDoes Not t ; ❑Not Observable t , ❑Not Applicable 5.8.1.8 jlnsulation intended to meet the ❑Complies [IN17]3 roof insulation requirements ❑Does Not ;cannot be installed on top of a ❑Not Observable j suspended ceiling. Mark this ® ❑Not A erva requirement compliant ifyApplicable insulation is installed accordingly. d +t Additional Comments/Assumptions: • ]. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 7 of 9 • Section ' # Final Inspection ' Complies? Comments/Assumptions &Req.ID 5.4.3.3 IWeatherseals installed on all loading ❑Complies (F11)1 dock cargo doors in Climate Zones 4- ElDoes Not 8. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 8 of 9 Project Title: Hyannis Honda Body Shop Report date: 03/31/17 Data filename: C:\Users\wbeals\Documents\Consery Group Hyannis Honda.cck Page 9 of 9 TOWN OF BARNSTABLE •ptRMIT APPLYCA<TTUN ��7 i` �> '�i 3` 5 (Note, .Pe•ase ead;tilt attoclied tiistri cttonspetor"to comyleting this�rppliotili 0 ['DIVISION SECTION A GJ N;RAID INFoRMA.TION 1" FacilityName / �fNd:5,t01 � -p Ownei Name w :, f, : c 3: Cnactlesar . o .. l 4. Fieility Addres ... C. . Street �'�r N�q S tl wV r City WI AAW,c• State: . Zip 0 of ,5 B.us'tiiess.M141nng Address: , Street of P,.O:Boxt.,.. , ,i.. kk'.. 2 . City; EW4.eI. :. :State dip Q� 2 :? ��A 'GLIlte.Nunler � c 8�arl (�i t �� � :G� ;a 7 Briefly do ei.bo a1t o�erati rt;,a(�thts=`fhcitity:(Attach additional sheets)f t accessary) .1I J l.y-� ia:t k , V W vTP,Nto f�t S.1 f ofc� A ('v i p ' ',S, tae; e..�..' , -tt/7atil:trrt` QQ-r' efiti 'u}t'�, ` . •� 8 Br iefly describe,yotu water usage on preini5es,please include an es imate of your monthly water usage in gallons: ern) - 0 / 4. Wit 0ti (''o ( (to,:,./ ....1,44....pt.. .e..,.......i . ': a .... ..... . ." • • .-. .....:.. -.. ...., .......... ter....` • x • TOWN OF BAPNSTABLE • I ?017 t; t } 'li �7„) SEC 1ONN li=WAST1!WATER DISCitARGE • . • IN ORMAT1ON;AND CFXARACTAA.g ICS . ;,PleaW,rote-tn accarda. ;ce wklt 374�CMlt 12 08 the follo.tving d scharge prohlbittons apply: The"syate of 4 may also finpose•llmlts an a care by case hosts dependant on`tlie .characler:istics:of ivasiew�alerdisclturge l ; Gene'ttl Pa oli il�itions;No I etsbn shall clzschat�ge any substances,mAteitals, or wastewate#3.11 t caai`, • Har ,`theeweswatowtei camnprocess,,:oiqupen': ; • Have anadvetse,eflect on4the tecervuagvaters • Otherwise endanger-life,;limb,p blic property,of constitute a"nuisance 2; Specific Pi•ohibttxonst i • Pollutants which,cieate nfue of explosion j • fv. Pollutants<with.a.pIT less that 5 S,,orsubstances that will cause cortoslve structurst " damage4o the sewer system , •" Solid oi'visoous pollutants m amounts which will'cause obstruction to the flow"n the ; . sewer system • Any pollutant,i e oxygen'demanding pollutants,released In a discharge at a flow iate; ; and pollutant caneentratton which wail cause mtorference'with the:treattnent system e10iocess i ity°.. . • Heatinamounts whichwillinhbitbioogcl act vat the waswae teatmct c plant resulting inFinterfereuce,but no°case heat'in such quantities tliatthe ' tetupe ntute at'the treatment plant exceeds�10°(104°pj I 3c Does:''your.facility piocluce sa uta►y waste? (AYES ❑;NO 4: Does>youraacihtyproduce:otl waste?- . YES 0 NO If yes;.does I.lo,facilityhave'anoii:waterseliatntoi?[lcE;S E NO ' 5 Does'your facility produco grease waste?. ❑ YBS [ 10 ,! t If yes,;does•your fuciiity;h ave:a,greaso.trap? 0 YES, 9 6, Does°youi Facility use:soap cetauaation? 0 YES ,- D,0'.,Oit disci arge oiygeia<de itoo.-g;waste with a AOD above 400mWl 0„ YES ' $;;: Does'your facilitydisclaarge VOC's;( /olatile Organic Compounds) Yasto , D YLS 0 *:(j yotr c!a dl sohm ge VOC's or 13OD, of;are=unsw e;p1 eoo.0. binit a sa»plc to the: YYater'Pollulloir.°.CanlralLabnYutary . i I E 1 • I" TO �W"N Op BARNSTABLE . , f ;= t I 1 13SIt CTIOIV•-C=1NDUSTRIAI BUSINVSS.ACTIVITY • 1;: Ifyour facclity enyp1oys(or will be employing)processes in any of the lndustrlal I - - . .categpriesFltsted below,regaidless ofwhethea they genetatewastewatet,waste sludge,or; t _h ado u—waste,pli•es a ch• eck next"to the cAtegoty of Utisuiess activity Check all tl) t: • "apply.If you disehacgc onlysatutary waste,t lease cheek the:last bbo c nd atrial Categorie Aluinttttnu forming 0 Asbestos Mnufa u i g .0 BatteryMuiiufaotuung 0 Can Making [j Carb.ou Blaclt 0 toaiMtlling, 0 oCott o l;: Cut oprloIng , 0 Eleeti d BectoeCptesIluctgu El Blectroplating: 0 Feedlot$ f 0 Fettilizct Manufactu ing Itputiilr es M,etal.Mo dln .ai it Cagti"tt " 0 Glass;Manlifztctuiing araui Mills Inorganic Chemicals: ` on iuid Steel z O[) Ic I.eathei Tautung acid Fitiblut g ( Metfll<Ftntslting 0 Notfeteous:MetalsFotnung is (a Notit'ettous Metals Matnifact iung ` 0 Organic Cheintcia?Manulitct uuig:. 0 Pawtanci Inkltotniuli►ttng 0 Pav•ing and hoofing Manufacturing; Pesticlde Ivlttiufactuttig 0 Petroleuni Refining 0 Pharmaceutical !' 0 PInstie and Synthetic=Materials Ma iufacturiiig • 0 Plastid Proceastng,Mnnufacttiting; . [] Potcelaui Ltnatuel .. ' O Pulp,I'apes,:and Itibotboatd:Maint facttutng i 0 Rubtbet� # 0 Soap:and Dotvigentnianufactutiug • : 0 SteamBiectric .. [] Sugas Processing 0 Textile Mills; . 0.Tuubet Ptod ices ., E St nitarywaste only A fncUl.fri Ilh processes Included la iha;abova Indtis1ila cuicgorles;may be covat:ad by/Iia,g ottmetiteq: i.VJectlotl lgettcy's(lP.41:00egarlenlii*.*nine#01.00la,4. T1;esef010ies'd,u1eirrtod'7calagirlcalrisers; . . , . .. . . . - •",.• ; .;, . . • .. .,.„ TOWN OF BARNSTABLE . • , . , . . . ,, . . . 1 ,,, ... Z(1 •,17 ,:iiAy i 2 pti 37'5 2„ , ' I ,, . 1 , . ' . . :: „ .•• :. I ., .. .. ..... „ ; i ? : i , .,......., „ , i! • r)l'Vi-sToZ'";'----- , ,. : sg.c.TIoN„,i)4,ACKNOW714EDOEIVIENTAND SIGNITURE.. , . , ... „.. .. ..), I.,,, :.1 ',1). : ,-, ,. ,. _ .:. , , . . 6Rrr*,66tw ., . . . . . „ , - T ) to tki,\4 -,)0 .',..!-,, ,:?., ,...-,''• •„•,::,this'o.i..46-r,,:itir ,:.,.,. ,• , . ..,, : :.., .,,..,., , „,,,, : , : .: . 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I Initial Construction Control Document • ` 'l l To be submitted with the building permit application by a v�l Registered Design Professional` rr � for work per the 8to edition of the 5''",w Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Honda Service Building Date: March 28,2017 Property Address: 1364 Phinneys Lane Project: Check(x) one or both as applicable: x New construction Existing Construction Project description: 4650 sq ft new service facility(10)bay I David Vachon MA Registration Number: 7471 Expiration date: 8-31-17 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or DAV electronic signature and seal: V,CHIf Fos. 9pp Phone number: (508)-888-6555 Emai : r' 6;,6i1cy `'a ervgroup.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Co ntrol of Document • y To be submitted with the building permit application by a F r11 Registered Design Professional - for work per the 8th edition of the ap,.' Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Honda Date: March 21, 2017 Property Address: 1364 Phinney's Lane-Hyannis Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: One story pre-fabricated steel structure on shallow foundations. I, Domenic W. DeAngelo, MA Registration Number: 35062 Expiration date: June 30, 2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningi: Architectural (X) Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Performthe dutiesregistered design h for r g stered design professionals in 780 ClY1R Chapter 17, as applicable.3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or �P��N OF M1441 •electronic signature and seal: z� D0MENtC W.40 y1:1, 44/ DeANGELO o sIRUCTURAL tto.350620 Phone number: 508-378-9602 Email: domdean@aol.com �O� FG1sT c'� Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other' is chosen, provide a description. Version 06 11 2013 r DWD Engineering, Inc. 5 Michael Road. East Bridgewater, MA 02333 --� (508) 378-9602 domdean(aaol.com r- Field Report Date: 6-11-17 Present: Domenic DeAngelo Location: Honda Auto Body 1364 Phinneys Lane-Hyannis, MA rn Building Permit# Remarks: 6:00 am-6:30 am 61 degrees sunny The following was observed: -Formwork for the perimeter walls and column piers was complete. The width for the walls and the width and length for the piers was in conformance with the design drawings. -Reinforcing steel placement for the walls was approximately 95% complete. There was one small section where the top horizontal bars had not yet been placed. The reinforcing steel placement for the piers was complete. In both cases the size and quantity of the steel was in accordance with the design drawings. Corner bars were observed at all changes in wall direction and lap lengths met or exceeded the required minimum. -Templates for the column anchor bolts were partially in place. Anchor bolts were onsite but not yet installed. -No discrepancies or omissions were observed. -A concrete pour is scheduled for Monday morning. Cc: Barnstable Building Department ConSery Group, Inc. ��pF MAssq P� cy . cc') S N0'35062, ' o ) g•i 4 • BUILDING DWD Engineering, Inc. DEPT. 5 Michael Road JUN 12 2017 East Bridgewater, MA 02333 (508) 378-9602 (P) domdean@aol.com TOWN OcgAPIS1-R• LE Field Report Date: 6-6-17 Present: Domenic DeAngelo Dale Loring (ConSery Group, Inc.) Location: Honda Auto Body 1364 Phinneys Way-Hyannis, MA Building Permit# Remarks: 2:00 pm-2:15 pm 50 degrees rainy The following was observed: -Excavation for the perimeter footings is complete and, even with all the rain in the past couple of the days, the bottom of the excavation was free of standing water. -Formwork construction for the perimeter footings was complete. The width and depth of the formwork was in accordance with the design drawings. -Horizontal reinforcing steel for the wall and column footings was in place. The footing steel consisted of 2-#5s continuous (bottom). Where lap lengths were required they met or exceeded the required minimum. The column footings had the proper size and quantity of reinforcing steel. Clearance between the underside of the reinforcing steel and the bottom of the footing was maintained by the use of concrete pavers. Vertical dowels for the column piers and walls were onsite but not yet placed. -The ground wire for the building was in place and tied to the footing steel. -A concrete pour is scheduled for tomorrow morning. -No deviations or omissions to the design drawings were observed. Cc: Barnstable Building Department ConSery Group, Inc. . . • � ,v OF M4Ss9v .' DOMENIC W. CyG V DeANGELO 2 V 4 STRUCTURAL No.35062 o 9 1 , v.L.Jp 1i I.� '• w E A 304-33 P 212 019138 ,,. -71.--' 017 a 0 9 3 Town of Barnstable 7 . p •MMRA[IL Zoning Board of Appeals Decision and Notice Special Permit No. 2017-013- Hot Water II Realty Trust Section 240-94(B)- Expansion of a pre-existing nonconforming use To allow the construction of a new building at the existing facility Summary: Granted with Conditions ;r-;,.,-.,:-: ---- r., 770 Applicant: Hot Water II Realty Trust, James Goodwin,Trustee PO Box 977 Hyannis, MA 02601 ':11 v ` ` Property Address: 1364 Phinney's Lane, Hyannis MA 02601 Assessor's Map/Parcel: 274/019 Zoning: Residence G, Business,Residence F-1 Hearing pate: March 22, 2017 Recording Information: Deed: Book 25980 Page 300 Plan: Book 280 Page 14 Background James B. Goodwin, Trustee of the Hot Water II Realty Trust, has applied for a Special Permit pursuant to Section 240-94(B) Expansion of Pre-existing Nonconforming Use. The Applicant sought to expand the automobile body and repair facility into a new, additional building. The property is located at 1364 Phinney's Lane, Hyannis, MA as shown on Assessor's Map 274 as Parcel 019. It is located in the Residence G, Residence F-1 and Business Districts and the Groundwater Protection Overlay District. The subject property is located between Attucks Lane and Phinney's Lane in Hyannis with access off Phinney's Lane. The lot is approximately 4.7 acres and contains one 17,246 square foot building (Hyannis Honda Body Shop) with marked and unmarked parking spaces. The lot is located primarily in the in the Residence G District and the Groundwater Protection (GP) Overlay District and the Medical Services Overlay District. Procedural & Hearing Summary Special Permit No. 2017-013 to expand the automobile body and repair facility into a new, additional building, was filed at the Town Clerk's office and the office of the Zoning Board of Appeals on February 8, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on March 8, 2017 and continued to March 22, 2017 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Alex Rodolakis, Spencer Aaltonen, Matthew Levesque, Herbert Bodensiek and Jacob Dewey. Attorney Mark Boudreau represented the Applicant before the Board. Also in attendance was James Goodwin of Hyannis Honda. Attorney Boudreau reviewed the recently drafted proposed findings and conditions provided by Staff. The Board discussed the number of potential businesses, future ownership transfers, the designated "drop off" area, and building color. On March 8, 2017, public comment was opened and no testimony was given, and then closed. Findings of Fact • At the hearing on March 22, 2017, the Board unanimously made the following findings of fact in Special Permit No. 2017-013, a request to expand the automobile body and repair facility into a new, additional building: Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-013-Hot Water II Realty Trust 1. James B. Goodwin, Trustee of the Hot Water II Realty Trust("Applicant") seeks a Special Permit pursuant to Section 240-94(B) Expansion of Pre-existing Nonconforming Use. The subject property is located at 1364 Phinney's Lane, Hyannis, MA as shown on Assessor's Map 274 as Parcel 019 ("the Property"). It is located in the Residence G, Residence F-1 and Business Districts and the Groundwater Protection Overlay District. 2. Section 240-94(B) allows for the expansion/intensification of a pre-existing nonconforming use by Special Permit. The Property is currently zoned RG. The preexisting nonconforming use of the Property is automobile service and auto body repair, specifically the repair of physically damaged vehicles. The applicant seeks to expand the use by constructing a new 4,650 square foot building-on the Property containing ten (10) new service bays. 3. The auto service and auto body uses are also preexisting nonconforming to the Groundwater Protection Overlay District. The Applicant is not proposing to increase the storage of hazardous materials on site at any one time, but proposes more frequent deliveries of hazardous materials to the Property. a. The Applicant is currently permitted under Massachusetts General Law Chapter 148 Section 10A for up to 650 gallons of hazardous materials storage on site. The Applicant has not requested to increase the total quantities of allowed hazardous materials storage on site, but has stated the inventory on hand will be reduced from a 6-month supply to a two-three month supply. To address the additional delivery of hazardous materials, the existing building and the new building will include secondary containment measures as shown on the plans entitled "Proposed New Building" and "Proposed Renovations/Addition" dated (revised) 3/16/17 drawn and stamped by ConSery Group, Inc. b. The Applicant is also proposing to pave a parking area, currently gravel. The lot coverage of the site is proposed to increase to 90,252 square feet. A stormwater management system, including subsurface storm water management systems, catch basins, an oil/water separation and a filtering bio-retention area,, will be added to the site to collect, treat and filter storm water runoff. 4. According to the Applicant, the building was constructed in 1975 when the property was zoned Business (B) and permitted "retail stores and salesrooms, gasoline oil filling stations and garages." The auto body repair use and the proposed expansion thereof is on the same lot as occupied by the nonconforming use on the date it became nonconforming. 5. The proposed expansion of the use is not expanded beyond the zoning.district in existence on the date in which it became nonconforming. 6. The proposed expansion of the auto body repair use reflects the nature and purpose of the use when it became nonconforming. The use began providing auto body services to trucks when it opened in 1975. The expansion is similar in quality, character and degree as the use when it became nonconforming; the services provided in the new building are substantially the same as the services provided on site today. 7. The proposed expansion of the use is not different in its effect on the neighborhood. The expanded use will occur in a newly constructed building, conforming to setback requirements • and located within the same districts. 8. The nonconforming use will be expanded into an additional structure, which will conform to setbacks within the district in which it is currently located. The proposed expansion of the use into a new structure shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. Page 2 of 4 ' Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-013-Hot Water II Realty Trust 9. Site Plan Review issued a letter of approval dated February 7, 2017. 10. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The vote to accept the findings was: AYE: Alex Rodolakis, Spencer Aaltonen, Jake Dewey, Herbert Bodensiek and Matt Levesque NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2017-013 subject to the following conditions: 1. Special Permit No. 2017-013 is granted to James B. Goodwin, Trustee of Hot Water II Realty Trust for the expansion of a preexisting nonconforming use at 1364 Phinney's Lane, Hyannis, MA as shown on Assessors Map 274, Parcel 019. 2. Use of the site shall be for automobile service and auto body repair, specifically the repair of physically damaged vehicles, in accordance with all conditions herein. There shall be no further extension or expansion of this use or associated accessory uses added without prior approval from the Board. 3. The permitted expansion shall consist of the construction of a new 4,400 square foot building containing ten service bays, plus associated office and storage areas; and associated site improvements, including, but not limited to an 82-space paved vehicle storage area with storm water management facilities. 4. The improvement and use of the property shall be in substantial conformance with the site plans entitled "Hyannis Honda Body Shop Building, 1364 Phinney's Lane, Barnstable, MA" drawn and stamped by Baxter Nye Engineering and Surveying dated October 25, 2016 with last revision date of January 27, 2017 and depicting the "designated damaged vehicle drop P area"; and floor plans for the existing and new buildings by ConSery dated 3-15-17 with a revision date of 3-16-17, sheets A-1 and A-2. 5. Impervious surface coverage on the site shall be limited to 90,252 square feet and shall not be increased without prior approval from the Board. 6. Any increase in on site hazardous materials storage beyond the 650 gallon of hazardous materials storage currently permitted under Massachusetts General Law Chapter 148 Section 10A is prohibited. 7. The Applicant shall designate a drop-off area for damaged vehicles within the paved area of the site as shown on the Layout and Dimension Plan, sheet C3.1. The drop-off area shall be physically marked on the site and properly signed and illuminated. 8. The auto body use and associated storage of damaged vehicles shall be limited to the buildings and paved areas as delineated on the approved site plan, and shall not extend to the area within the utility easement. • 9. The new building and existing building shall remain a neutral color or"Honda Blue". 10. Business identification signage not to exceed six square feet in area, along with necessary • directional signage shall be allowed on the new building. 11. All site lighting shall be downward directed as not to shine or glare onto adjacent properties. All lighting shall be contained on site. Page 3 of 4 • ' Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-013-Hot Water II Realty Trust 12. The conditions of the February 27, 2017 Site Plan Review letter are hereby incorporated as conditions of this Special Permit. 13. There shall not be more than one tenant in each building on the site without prior approval from the Board. 14. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Alex Rodolakis, Spencer Aaltonen, Jake Dewey, Herbert Bodensiek and Matt Levesque NAY: None Ordered Special Permit No. 2017-013 to expand the automobile body and repair facility into a new, additional building has been granted to James B. Goodwin, Trustee of Hot Water II Realty Trust, subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this ecision must be exercised within two years unless extended. Appeals of this decision, if any, sh I be de pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the f ng o is eci ion, a copy of which must be filed in the office of the Barnstable Town Clerk. 2 ) )ziL_7. e lakis, Acting Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this o2I S'T day of A0tea, under the pains and penalties of perjury. • 11l11 c• •' f )1`, Ann Quirk, Town Clerk 1 moo:. • • W r in rn . t/1 Q Y }' Z 94 : 0 r ... - ; 1 Page 4 of 4 al oiME Town of Barnstable 1.4v. Regulatory Services BARNNSTABI,E is3e.zoia * ST'ABLE.$ Richard V. Scali,Director g Mass �Fp,�, Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us pc---- , February 2, 2017 Hyannis Honda c/o Mr. Matthew Eddy Baxter-Nye Engineering and Surveying ' + 78 North Street ,-- Hyannis, MA 02601 �,;14- c. '`3 RE: Site Plan Review.#042:,1.6 p Revised Hyannis Honda Body Shop(Freestanding) 1364 Phinn-eys Lane, Barnstable� . Map 274,',Parcel 019 i,rI A.w 3.0 Proposal: Construction of freestanding 4,650 s.f. auto body building with associated utilities, new stormwater management systems,bituminous concrete parking areas, fencing and landscaping. Installation of a fire suppression system and fire alarm system is proposed. Dear Mr. Eddy: Please be advised that the above proposal was found to be approvable at the formal site plan review meeting held December 1, 2016 subject to the following: • Approval is based upon, and must be substantially constructed in compliance with,plans entitled"Hyannis Honda Body Shop Expansion", 11 Sheets,dated October 25, 2016, last revised January 27,2017 prepared for Hotwater II Realty Trust by Baxter Nye Engineering • & Surveying; and,floor plans and elevations entitled"Proposed New Building for Hyannis Honda Body Shop"2 Sheets, dated January 23, 2017 prepared by Conserv, Sagamore Beach; and, Stormwater Management Calculations dated January 27, 2017 and Site Operations and Maintenance Plan dated October 25, 2016 prepared by Baxter Nye Engineering & Surveying. Also, letter dated January 23, 2017 to the Building Commissioner from ConSery describing the proposed improvements for HazMat storage, handling and containment. • A Special Permit for the expansion of a preexisting nonconforming use and structure from the Zoning Board of Appeals is required. • With the proposed increase in employees, a wastewater modification application will be required to be submitted and approved by Water Pollution Control prior to the issuance of a building permit. • As previously proposed in the existing building, an Oil Water separator; improvements to hazardous material containment in the existing building will be installed. • Modification of the existing Dealership License will be required to reflect the approved site plan. • Applicant must obtain all other applicable permits, licenses and approvals required. 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 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. • Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC:-.Paul Roma, BuildingCommissioner" "— ZBA File Hyannis FD Health Department DPW Licensing Town of Barnstable HE T� Regulatory Services BARNSTABLE • —Richard V. Scan,Director =tea-=�=< nnivsrnBc.E. : •�S �0� Building Division �ED"" � Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us December 2, 2016 Hyannis Honda do Mr.Matthew Eddy Baxter-Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: Site Plan Review#042-16 Hyannis Honda Body Shop`Expansion:�' -1364 Pliinneys Lane,Barnstable : Map 274,Parcel 019 Proposal: Proposed 7,190 s.f. addition to existing 17,246 s.f. auto body building with associated utilities,new stormwater management systems,bituminous concrete parking areas, fencing and landscaping. Installation of a fire suppression system and fire alarm system is proposed.. Dear Mr. Eddy: Y Please be advised that the above proposal was found to be approvable at the formal site plan review meeting held December 1,2016 subject to the following: • Approval is based upon, and must be substantially constructed in compliance with,plans entitled"Hyannis Honda Body Shop Expansion", 14 Sheets, dated October 25, 2016, prepared for Hotwater II Realty Trust by Baxter Nye Engineering& Surveying; and, floor plans and elevations entitled"Proposed Renovations/addition for Hyannis Honda Body Shop", 2 Sheets, dated November 21, 2016,prepared by Conserv, Sagamore Beach; and, Stormwater Management Calculations and Site Operations and Maintenance Plan both dated October 25, 2016 prepared by Baxter Nye Engineering& Surveying; and, Letter dated November 3, 2016 to the Building Commissioner describing the proposed improvements for HazMat storage,handling and containment. • A Special Permit for the expansion of a preexisting nonconforming use and structure from the Zoning Board of Appeals is required. • With the proposed increase in employees, a wastewater modification application will be required to be submitted and approved by Water Pollution Control prior to the issuance of a building permit. • Modification of the existing Dealership License will be required to reflect the approved site • plan. • Applicant must obtain all other applicable permits, licenses and approvals required. 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 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC .Paul Roma,Building:Commissioner . ZBA File Hyannis FD Health Department DPW Licensing +' . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '49 O 19 Parcel Application# Health:Oivisi-on ,A: . 4, Ofo linui 5z.w€ Q '< Permit# - /a Tax Collector � ' C7 (Pr' k'\--' CP" ) Date Issued '4-'® 6 06 Treasurer Application Fee /0 * Planning Dept. Permit Fee 3q-C7 r Date Definitive Plan Approved by Planning Board CONNECTED SEWER ACCOUNT 0 Li/7/ Historic-OKH Preservation/Hyannis Project Street Address 12 toil P iv;N N4,7 `f /k,t-(/J N14 l � 4 ®�' (/0 j n � Village p�,�'�S iuq Owner e-'➢ CAF4 It 6 vb 0! w s) 7'e-S Address PO 6 0x 13.7 W (ANNd\J Au O2 oP Telephone O s 14I ° ( : Permit Request PilitAk Cr11.7 191) Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Proje%'t Valuation 12i 0 D 6 Construction Type I r Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentibn. ` ; Gfii cc CT ' Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Hig way: ai'es ii-LIO No C..) 1" Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other j T 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 Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use A�' ' ' ' BUILDER INRO TIO D,► -' ' Name4 Q► C C/ T I Fion N m r no" l J Address 10S J°d^lG U Uti 0 License# CS O Y 3�( �S c p U Al '1&tA. 5- d a)o c {O9 Home Improvement Contractor# '4 Worker's Compensation# 3 l S 64 IMP O 60 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ON <ci e, )S vwxf s- 1 SIGNATURE DATE If i v °' ;•.r; FOR OFFICIAL USE ONLY � PERMIT NO. DATE ISSUED • MAP/PARCEL NO. ADDRESS • VILLAGE OWNER • DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH ® FINAL • PLUMBING: ROUGH vri FINAL GAS: ROUGH FINAL FINAL BUILDING f g _ 0 DATE CLOSED OUT 0 ASSOCIATION PLAN NO. ; '-, .ifyannis Q ®MIDA. A Division of Xiphias Enterprises,Inc. 1, Town of Barnstable Building Department Hyannis, MA 02601 February 1, 2006 To Whom It May Concern: Hyannis Honda Body Shop is hiring Managed Air Systems LLC to remove old spray booth and install new spray booth. • Sincerely; Thomas Goulart Hyannis Honda Body Shop Manager P.O. Box 977 • 830 West Main Street • Hyannis, MA 02601 Tel: 508-778-7878 • Body Shop: 508-771-1780 • FAX 508-775-6855 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Z2 ja 08 � � � Map I Parcel 0/ CI r . Application # n Health Division Date Issued/Z.-i--/ `t fif Conservation Division "�"�-% Application Fee tit , Planning Dept. Permit Fee 4 tog . Za Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address _ -3 6 7 `� rta/VAi LA Village H Y ��t S Owner `SPs ( 6rf6DGJ/m Address Zl 5C077,4 1J w/111 yt t,Jk(r4 Telephone caN-7Z5—._y77 8 Permit Request A 1 D 6Ar &-6- 2OO of.' 5 DE 0/- 5v 'IAA Art-, GX our fi o') or- k /OW "B - -fZW 1.- . 31.0 Ic- cJ -- 1A?rAl, Oa_ Square feet: 1st floor: existing f?UtVproposed 2nd floor: existing proposed Total new Zoning District k,Jl. Flood Plain Groundwater Overlay -�'�roject Valuation �� . UQonstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (#.units) Age of Existing Structure Historic House: ❑Yes 1.1 No On Old King'�s Highway ❑1'e ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other t,44 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq. ) Number of Baths: Full: existing new Half: existing 143w rE,r) Number of Bedrooms: existing _new :l Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ 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 APPLICANT INFORMATION 'p� (BUILDER OR HOMEOWNER) Name can /4 U LL 11 - Telephone Number i.cd . 73 7- 32-Li/ Address -Pi 0.. B r5)G (7,7 Li License # Ii I S /' 0161DA5 Al/qh 9 r Home Improvement Contractor# / -7 5 J/ Email -DOA (j MUI-W130►w/V4 L6M Worker's Compensation # ,60 56/3 3d 5 20NA- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN X ( covr*A f O /C SIGNATURE - DATE 114!/1 . ,_, FOR OFFICIAL USE ONLY APPLICATION# - ,Y DATE ISSUED - ' MAP 7 PARCEL NO. . ` ',. ADDRESS ` VILLAGE ° • OWNER n k ;R • ,' / ! . DATE OF INSPECTION: , FOUNDATION — - FRAME ' INSULATION ',. FIREPLACE , t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH ' FINAL ' r ,. FINAL BUILDING 6 3 DATE CLOSED OUT - • ASSOCIATION PLAN NO. • • ;T HE - Town of Barnstable "� ': Regulatory Services * BARNSrABLE, MASS. Thomas F.Geiler,Director 90''40 wui°' 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 I, 'SPr/v\CS 6?O UP(^)/ri , as Owner of the subject property hereby authorize Doti - Mti Ll4r1 to act on my behalf, in all matters relative to work authorized by this building permit 136 `f (Address of Job) Pool fencesand alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. A.,) l� rre of Owner Signature of A licant 5° 6 boy 44 v Print Name Print Name ll//5 /1/. - Date Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 f E, Town of Barnstable . �� Regulatory Services BARNSTAB9M i'e$ Richard V.Scali,Director i6g9 . A 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 - _ -_- Zmiri- N. 6g o of ti , as Owner of the subject property hereby authorize T)006, Ak to act on my behalf, in all matters relative to work authorized by this building permit application for -z)y q ?Ai'titi (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature Applicant .gt) 600)1,u ) .-D01/61 Print Name Print Name )1/zi!/ Date • Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable . Regulatory Services , rral::THE rots, Richard V.Scali,Director �f - o Building Division BARNSTABLE. ` Tom Perry,Building Commissioner �`b\puss. 659- c 200 Main Street, Hyannis,MA 02601 • www.town.barnstable.ma.us • Office: 508-862-4038 - Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION . Please Print DATE: JOB LOCATION: — - • number street village "HOMEOWNER": • name - home phone# work phone# CURRENT MAILING ADDRESS: ^."._ city/town • state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such workperformed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official . Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that 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 community. . Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doc Revised 061313 191) &M2-M 1 oo R • F. (.1 t,0 (.73704) 1>E5.c-e) / 1-4.7 LAI I • 6 OL -rave, cur 13i,oe,t4 rom F r goo tZ Greet_ 'Pos-r-S itiOiSit TO ,0 6 :0 kVi f Z DOVISNVii \t" PC\ Massachusetts Department of Environmental Protection ® I Bureau of Waste Prevention•Air Quality BWP AQ 06 100211449 X=. Notification Prior to Construction or Demolition Asbestos Project Number# A. Applicability A Construction or Demolition operation of an industrial, commercial,or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP),Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work beinc performed.The following information is required pursuant to 310 CMR 7.09. Is this a fee exempt notification(city, town,district, municipal housing authority,state facility,owneroccupied residential property of four units or less)? Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occcpied residential property of four units or less)? E Yes rF No Type of Notification: IT Revision of an Existing Form r Cancellation of Project Instructions: I.Blanket Permit Project Approval,if applicable: Approval ID# 1.All sections of this 2.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: form must be completed in order to Approval ID# comply with the B. General Project Description Department of l p Environmental 1.Facility Information: Protection notification HYANNIS HONDA BODY SHOP 1336 PHINNEYS LN requirements of 310 CMR 7.09. Name of facility Street Address BARNSTABLE MA 026300000 5087254778 2.Submit Original City/Town State Zip Code Telephone Form To: Commonwealth of JAMES GOODWN OWNER Massachusetts Facility Contact Person Contact Person Title Asbestos Program 5087254778 h annishonda.com P.O.Box 120087 jaYg@ Y Boston,MA Facility Contact Person Telephone Facility Contact Person Email 02112-0087 Facility Size: 17000 1 Square Feet Number of Floors Was the facility built prior to 1980? IF Yes IT No Describe the current or prior use of the facility: AUTO BODY SHOP Is the facility a residential facility? IT Yes 1 ::No If yes,how many units? 2.Facility Owner: JAY GOODWIN 830 W MAIN ST Facility Owner Name Address HYANNIS MA 026300000 5087254778 City/Town State Zip Code Telephone JAMES GOODIMN 830 W MAIN ST On-Site Manager/Owner Representative Address hyannis MA 02630 5087254778 City/Town State Zip Code Telephone Revised:03/17/2014 Page 1 of 3 • Massachusetts Department of Environmental Protection Bureau of Waste Prevention•Air Quality BWP AQ 06 100211449 Notification Prior to Construction or Demolition Asbestos Project Number# B.General Project Description(continued) 3.General Contractor: MULLEN BUILDING&RMODELING,LLC PO BOX 1274 Name Address MARSTONS MILLS MA 026480000 5087373249 City/Town State Zip Code Telephone DOUG MULLEN 5087373249 General Contractor's On-site Manager/Foreman Telephone C. General Construction or Demolition Description General 1.Construction or demolition contractor: Statement:If asbestos is found PINA SANITATION 53 BOWDOIN RD during a Construction Contractor Name Address or Demolition operation,all MASHPEE MA 026490000 5084282062 responsible parties City/Town State Zip Code Telephone must comply with 310 DOUG MULLEN 5087373249 CMR 7.00,7.09,7.15, and Chapter 21 E of Construction and Demolition On-site Manager Telephone the General Laws of the Commonwealth. 2.Licensed Contractor Supervisor: This would include, but would not bw DOUG MULLEN 081995 limited to,filing an asbestos removal Supervisor Name License Number notification with the Department and/or a 3.Is the entire facility to be demolished? 1_°Yes ENO notice of release/threat of release of a 4.Describe the area(s)to be demolished: hazardous 9'OF EXTERIOR WALL ON WEST SIDE substance to the Department,if 1 applicable. 5.If this a construction project,describe the building(s)or addition(s)to be constructed: MassDEP Use Only WE ARE ADDING A GARAGE DOOR TO AN EXISTING WALL Date Received 6.If this is a demolition or renovation project,were the structure(s)surveyed for the presence of Asbestos-Containing Material(ACM)? 1 Yes E No 7.Was asbestos containing material(ACM)found? r Yes F No If a survey was conducted,who conducted the survey? Name Department of Labor Standards Certification Number • Revised:03/17/2014 Page 2 of 3 • , Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality BWP AQ 06 100211449 Notification Prior to Construction or Demolition Asbestos Project Number# C.General Construction or Demolition Description(continued) The Asbestos Abatement Notification Number for this address is: This project r Construction F Demolition is: 12/9/2014 12/14/2014 Project Start Date(MM/DD/YYYY) Project End Date(MM/DD/YYYY) 8.For demolition and construction projects,indicate dust suppression techniques to be used r Seeding F Wetting F Covering j Paving r" Shrouding j-" Other-Specify: 9.For Emergency Demolition Operations,who is the MassDEP official who evaluated the emergency? Name of MassDEP Official Title Date of Authorization(MM/DD/YYYY) MassDEP Waiver Number D. Certification "I certify that I have personally DOUG MULLEN examined the foregoing and am Print Name familiar with the information DOUG MULLEN contained in this document and Authorized Signature all attachments and that,based GENERAL CONTRACTOR on my inquiry of those individuals immediately Position/Title responsible for obtaining the JAMESGOODWIN information, I believe that the Representing information is true,accurate,and 11/17/2014 complete. I am aware that there Date(MM/DD/YYYY) are significant penalties for 11/17/14 submitting false information, including possible fines and P.E.# imprisonment.The undersigned hereby states,under the penalties of perjury,that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." • Revised:03/17/2014 Page 3 of 3 11/19/14,8:32 PM MassDEP Home I Contact I Privacy Policy MassDEP's Online Filing System [ Copy Of Record The"Copy of Record" (or COR) is a true and correct copy of the electronic document recieved by eDEP. It clearly and accurately associates all of the information provided in the electronic document into a human-readable format. The Copy of Record includes all electronic signatures contained in or associated with the document;the date and time of reciept; and any and all other information which was used to record the meaning of the document and the circumstance of its reciept. COR Manifest for Transmittal#702169 • eDEP Form 4748980 Data(XML format). • eDEP Form 4748981 Data(XML format) • Composite Print of Form 4748980 Data • Composite Print of Form 4748981 Data • Submission Reciept • Signature Instrument(XML format). Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message, http://170.63.40.32/ViewCOR/Https/ViewCOR.aspx?ID=702169 Page 1 of 2 11/19/14, 8:32 PM • uIIJ cillgll auuivoo VVIII I lut Ic1..cIVc II IGOOGIVVO. I VI Q001OLCII t+c VVILII eDEP Online Filing, please email the EEA Help Desk at mailto:helpdesk.eea@massmail.state.ma.us or call 617-626-1111. MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/on line/edep- contacts-and-feedback.html. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. DEP Transaction ID: 702169 Date and Time Submitted: 11/17/2014 11:04:22 ************************************************************************************** Form Name: AQ 06 - Construction/Demolition Notification Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message, this email address will not receive messages. For assistance with eDEP Online Filing, please email the EEA Help Desk at mailto:helpdesk.eea@massmail.state.ma.us or call 617-626-1111. MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/online/edep- contacts-and-feedback.html. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. ************************************************************************************** DEP Transaction ID: 702169 Date and Time Submitted: 11/17/2014 11:04:22 ************************************************************************************** Form Name: AQ 06 - Construction/Demolition Notification Payment Information DEP code: 101165 Date: 11/17/2014 11:02:27 AM Amount ($): 100 Payment Detail: MULLEN DOUGLAS --AccountType -- AccountNumber****3973 ConfirmationNumber: ************************************************************************************** MassDEP Home Contact Privacy Policy http://170.63.40.32/ViewCOR/Https/ViewCOR.aspx7ID=702169 Page 2 of 2 ;psi ro : 3 ,, 0 4 4E 0 r._. immi o v _a. _, ego. 3 g g�ya 3 ""wz co lCD 74`AmD EQUIPMENT LAYOUT N Please specify Personnel Door locations and we»° 3 2 F _. Remote panel locations, if applicable. Approved as drawn T.G. Approved with changes as noted • CS.d (initial) (initial) c ao -m. � By (print name) Thomas E Guvlart Signature Signature on File Date12/28/2005 • gl 0 • 0 co CD r__9,..5. I . N 1 \ t) I c,- : COD 0 A _ ___. = Ir .: il \ , , , . , „.. II ii . .,_ .: :. , .. .. I A) Ixl II en - L --I / 6:-) \ --4'-0°--- 271-5" - • - 66'-0" - t -m n w ftil 90 ti a.fD, ; q w x9� w.q 2 A m 6 B m m \ E'' a I� \, c o- J • a my C ,a 5 T�/� Vim• CD D , m '� z NAME OF PROJECT: REV: DATE: REVISION DESCRIPTION: BY I NO: c0 evr o �'anaged Air Systems LLC. Hyannis Honda - ,,, � _ integrated Sales,lI I18hon and Service DRA : CHECKED BY: DATE: SCALE: C Bvthewoodt 12/28/05 1 . . . ..,...,1 . , • Z D. >_ m . . 40'-0" - Z 0 L re 0 CO 0 0 Z 0 c ix 0 re —2'-1 0" T-31° o • . co c-., O Q Roc C - Y W U O • O o NX a 00 3 oU N 43 g 1 . I ill_ I h i C ' C--- IGA 2'-42a 7'_2n co if, • L 12'-0" © Managed Air Systems 2004 \'-6" DESCRIPTION OF DRAWING: a IMPORTANT NOTE-This print is the confidential property of ! Pit Layout l Dimensions are approximate and subject • nor submitted to other parties for examination without the prior p to change. Customer must check equipment DRAWING NO: SHEET NO: REV: written consent of Managed Air Systems. size,location in building and all clearances to g � building and contents. Hyannis 2 I Foundation'Notes 0 I I . Proposed concrete pit is to accommodate support of the "Global" r �' Spray Booth by Global Finishing Solutions, exclusively. °° 7'-34" 2'-I o 2. Contractor shall verify all dimensions, floor elevations etc, with the "Global" manufacturer, prior to any commenced work. 3. Contractor shall verify that there are no interferences between existing foundation (ftg.pads, con.ftgs, grade beams, ties, etc) and proposed pit 5-----::T::=::_::_::_::_::_::_::_::=::s::=::_::_::_::_::_::_::_:: foundation. ii -iN !! 4. All footings and slabs shall be founded on firm undisturbed, natural soils ill — ii ii or be properly compacted fill. N y ii i t — -- -- -, ii i 5. Concrete to be: 3000 psi @ 28 days. - i ii ` o ii hl 2'-7 I/2"- aSee Detail"e° G. Reinforcement: All reinforcing steel shall conform to ASTM A-G 15, gradeii cn " 2'-4 1/2"�, f` GO for#5 bars, or grade 40 for#4 bars and smaller, wii ° ! " '' Z!! �� 7. Welded Wire Fabric: Shall conform to ASTM A-185. o l i �o i i 2'-On 2-6 ii a o co 0 ul 5 ii 8. Slab forms and shoring shall be left in place until the full design concrete ii 8 o° li strength has been attained. ii a� N i Section B-B o ii oO<v ii — 9. It is Contractors responsibility to provide proper design method of ii —� i ' - ii construction in order to ensure the duality and safety of work. i m co Qc pi.o ii i — o i m'go ii 1 O. All dimension tolerances are + or- 1/8" maximum n ' II a . Ii r n !! li 1 Qv° .. I I . All horizontal concrete surfaces must be level. (No pitch) �.J • II fT fp 3 il II O L ryl i� it • § U ii N — ii " ID OC 0 ii I ii ii - ' I I/2" ID I I/2 Q i ii ii , , CI i i — -- -- — -i i II ---- j 13/4"X 13/4"X 1/4" 13/4"X 13/4"X I/4" Q m li o 11 �� Angle Iron with anchors •`, '' Angle Iron with anchors W Y I - II c 2_ O 2'- •I O" 2'p 2-6 `'.. •. Q U 11 i I1 :...:..;...-...,:-.7,.....1..-.:....:-..i..."..: . :�.. • ,.. Detail D ,., :. }: !! iiDetail E ii i - o SectionC-C W x ii — I ii ,. a W o Z ii i li 0 ii 1 ii o ii I ii s • ii I I I ii ii t____ i i • I1 —IN y I1 - N P1 II = ii $lth II Nj I I diyB L..—..—::1..-.:_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._::� InsidelPitlWall See Detail"l7' J ill j a � ..— See Detail"DO 13'-72" I 2'-I O" I 4'-7 If y) (n —1:17 5-930 2.4I, 5'_93' Ii! t 4 4 2'_O 2 6 iffi f Open .. .. . . .. . .... .. . . 14'-O" OH a IL , l� mIL: Pit Floor Shown Flat. Add slope, - ;: 2 i sump,and drain as required by . Section A-A W local conditions and regulations — ilo, . C) Global Finishing Solutions 2006 , DESCRIPTION OF DRAWING: IMPORTANT NOTE-This print is the confidential property of 27'booth with single row pit,side Global Finishing Solutions. It is not to be used or reproduced in any manner, All Dimensions are approximate and subject mounted force dry exhaust nor submitted to other parties for examination without the prior to change. Customer must check equipment DRAWING NO: SHEET N0: REV: written consent of Global Finishing Solutions. 'size,location in building and all clearances to building and contents. Hyannis 3 i -i- o z • i m , 40'-0" - z 0 i= d W O Z 0 a . I I III 40" Square Intake Duct (, 44" Square Roof Opening 1 • 10" Dia Exhaust Duct 14" Dia Roof Opening t. a o 34" Dia Exhaust Duct = E • 38" Dia Roof Opening 1 O a 17'-12" _ _ • w i 2U _. ,/,./, (�;�p O o m 1 = o i• 8 N '-5" - ti 4 N N ��I N " V N 18'-32 N s 4 a Ito i RA 0 4 - © Managed Air Systems 2006 Nil-6" DESCRIPTION OF DRAWING: IMPORTANT NOTE-This print is the confidential property of Equipment Layout Managed Air Systems. It is not to be used or reproduced in any manner, 1 All Dimensions are approximate and subject nor submitted to other parties for examination without the prior to change. Customer must check equipment DRAWING NO: SHEET NO: REV: written consent of Managed Air Systems. size,building ation in and contents. sng and all clearances to Hyannis , 1 anaged Air Systems LLC® • Integrated Sales, Installation and Service 105 J&K West Dudley Town Road 877-706-4719 Bloomfield, CT 06002 fax 860-243-5033 Global Finishing Solutions offers a complete line of automotive refinish booths that conform to the requirements of: • National Fire Protection Agency Bulletin No. 33 • National Fire Protection Agency Bulletin No. 70 • OSHA Safety and Health Standards (29 CFR 1910) • Uniform Fire Code • BOCA, National Building Code ETL EQUIPMENT CERTIFICATION ETL REPORT NUMBERS • All Global Finishing Solutions Paint Booths 481648 • Direct and Indirect Gas Fired Air Make-Up Unit 481814 • Pro Prep Work Station and Ultra Work Station 547203 • Concept and Ultra Paint Mix Room 549183 • Our air replacement units conform to the requirements of OSHA and have been tested, approved and listed by ETL (Equipment Testing Laboratories, Inc.). Note: Only products whose design and performance are tested and found to meet the requirements of nationally recognized codes and standards can be listed or classified by ETL and labeled with the ETL symbol. Electrical components such as lights, motors, motor starters, disconnect switches, limit switches and push buttons are listed or approved for the class and division in which they are located. Managed Air Systems LLC uses the 2000 edition NFPA-33 standard book as our guideline for equipment installation. Managed Air Systems LLC and Global Finishing Solutions strongly recommend a meeting with the authority having the local jurisdiction(s) for approvals before equipment is ordered and installed. Local and national codes must be followed. • I I . ,�„ ,.. AtIal • To Whom It May Concern: My name is Doug Courtney, and I am the National Sales Manager for Global Finishing Solutions (GFS), formerly Team Blowtherm, USA. Managed Air Systems LLC is our exclusive distributor in New England and Metro New York. As such, • they are responsible for our spray booth sales, installation, and service—including any warranty work. Managed Air Systems is one of our top five distributors in North America. Their management and technicians have fully satisfied our training requirements. Further,their technicians are manufacturer certified and are qualified to install and service our pre-engineered spray booth systems. GFS is recognized worldwide for its long tradition of providing paint booths designed and manufactured according to the highest standards in the industry. In North America, GFS holds the largest share in the finishing market,with thousands of spray booths in daily operation. GFS manufactures booths for the entire spectrum of finishing applications—small open-faced booths, large heavy-duty booths for trucks, busses and aircraft, and booths for high volume industrial applications. Our spray booths conform to the requirements of: • • NFPA-33 Standard for Spray Application Using Flammable and Combustible Materials • NFPA-86 Standard for Ovens and Furnaces • NFPA-91 Standard for Exhaust Systems for Air Conveying of Materials • NFPA-101 Life Safety Code • NFPA-70 National Electric Code • OSHA Safety and Health Standards (29 CFR 1910, 1910.107) • IFC International Fire Code • IBC International Building Code • IMC International Mechanical Code • BOCA National Fire Prevention, Building, and Mechanical Codes • UFC Uniform Fire Code • UBC Uniform Building Code • UMC Uniform Mechanical Code • SBCCI Standard Fire Prevention, Building and Mechanical Codes • ETL Equipment Testing Laboratory Report# 570265 • MEA Report#'s: 154-92-E, 277-94-E, 278-94-E • SCAQMD Southern California Air Quality Management Department Approved • CGA Canadian Gas Authority • Electrical components, such as motors, motor starters, disconnect switches and push buttons are listed or approved for the Class and Division in which they are located SROBAL FINISHIlt • Global Finishing Solutions is committed to distributor and customer training. By supplying product demonstrations,training seminars, and technician certification programs,we provide full technical support to our distributors and end customers Sincerely, 41 (435E3n- Douglas L. Courtney National Sales Manager • /finp p n� MM MM �± np ��pp MM ► TOO FO 0 ,��'[ I> 1GGj G.FS —yil2IL#[ UIL Joao,,‘ PROFESS10mAL:: 1--------./ . i ' . ` � r--- i in t /7/ 1' . , . L--- / • ' I i y " f • D � � 0 � � a EloWV-44,i,g4„;.,Alli,...:,;,i:::::471i1. D ° 1 FT .-'t" �?t �° .a-5 :^ x *"ask '^r, Y S aw_.F��` '" .p#''r' -c-.�'t'6 'k�`� r '� "' ,'_' 'i.� .�, .,a?'.Y +�{wr »5t tY .,P :. 'nc4'�,i.'K' ., ^-'�, _ .i^ �' r,;. [ Af e # . My Y J. Ai11FF�O�R �ABzLE RE�CIRCULATII G D'OWNDRiAFTSPRAYBOOTaH ; z F'.�.:_� .� .a:5: if -,eo ..;f:. - .,:. :1,.. +�i y C - ,,, A {Ik{ :�T x sr# ' > Full Downdraft Airflow d'unng spray and cure cycles kh, ,� .r > SP C•ONTROL PLC control panel to-,,,k•-:.: .i-...';1:--,r,- > Optional MASTERCURE= touch scree wPLC control panel F` fay 4.�1' ® _` r > SP Direct Fired Industrial Air Heater ' ' > HORIZONTAL or VERTICAL heater configurations ';-4. 1--KisaiS,,,,......4,,,.„;...,;,-- --„i.,,.liv.;. . ..r• -•••..- ...; .ir:„'4:'''.: 4::'11E1' ''''''' ':::::'.;' '''' ''''''..f.t.:i 3 ,414.1,!, : rp,:m --_-:._#,- ---, > 12 Inside Access 4 Tube.Energy Sav•ing Light.Fixtures : ;,� .. •�f > , DUAL'SKIN ,INSULATED,Cabin design Styp';# ? „���r..x.y,�• �:k�r x� Z';,�.. }kf , • ` 1 PROFESSIONAL DOWNDRAFT /, • '\\\ _ • ` r ws r�5 k x '$ 5 f ti ,�Wx lro essiona Ca I In $peCl !cations � fi `r � �" .fit � �? � �+ ��� q T t4 ' lighting design with additional • Full downdraft spray booth airflow during spray and curing cycles .x , ;- s- t .ff • Dual skin insulated panel construction Sidewa[Hi ghts for.exceptional illumination s,t'b,tt ', • Internal 14'wide x 9' high x 24' long c Shadow free lighting design`t "hz' � r a -. • External 1 wide x 11' high x 2 longg" ' '" to .. � - 4 5 g 4' S' ?fi • White pre coated galvanized steel h: *4": ,4 P. • Downdraft pit exhaust system i • Heavy-duty 3-wing 9'8"entrance door with observation windows 'o'a 'omp lance • Eight hip and four sidewall 4-tube light fixtures 1 (color corrected energy efficient T 8 tubes) The PROFESSIONAL Spray Booth system conforms to • Inside accessible ETL listed light fixtures • the requirements of: • Light wiring harness • NFPA-33 Standard for Spray Application using Flammable • One side access door with observation window or Combustible Materials • Spray booth cabin is designed to accept fire suppression system • NFPA 86 Standard for Ovens and Furnaces • NFPA-91 Standard for Exhaust Systems for Air Conveying I A�ii'tiinPU of Materials • NFPA-ioi Life Safety Code • VERTICAL or HORIZONTAL SP Heater configurations • NFPA-7o National Electric Code • High efficiency direct fired system with retirculating cure mode • OSHA Safety and Health Standards(29 CFR 191o,191o.io7) • 1.15 Million BTU burner • IFC International Fire Code • Fuelled by natural gas or propane • IBC International Building Code • Supply fan powered by io HP motor,12,00o CFM • IMC International Mechanical Code • Exhaust fan powered by 5 HP motor • BOCA National Fire Prevention Code; National Building Code; • Pressure controlled by Variable Frequency Drive National Mechanical Code • Galvanized steel finish standard,white pre-coated optional UFC Uniform Fire Code • • Straight intake and exhaust duct for 15'ceiling UBC Uniform Building Code • • SP CONTROL-User-friendly,solid state PLC remote control panel UMC Uniform Mechanical Code • ETL listed • SBCCI Standard Fire Prevention Code;Standard Building Code; Standard Mechanical Code OPTIONAL HEATER UPGRADES • MASTERCURE-Touch-Screen remote control panel with ti ul artia isting na q Rment-- - - R • Auto-Pressure and SmartCureTM • 4-Tube or 6-Tube corner light fixtures • Drive-thru configuration NEW Feature! »»» • Working length extensions • Raised platform Professional Industrial Air Heaters are • Three row pit available in vertical and space-saving .: • 6-tube wall lights horizontal configurations `� vli • Advance CureTM accelerated drying system {t� '`� • Variable Frequency Drives to Y '' r T. .. 1 ��� \ „ems t r - , 1 1 .0 4 x i k 4Q�- �7 1 P ' „011 1 ::-:: rt::t/, '.1,..._; ..-!,i'l,,,..4,'-,,,,skr,''''')1,4,1174,,,:t..*'',:tr'i.i':'ir::'e:',4ir-4'i:6,,H'''''ti*..“4.,t744-817{",'rr."-- , - I `\�Y4 ' 2k ? - . �i � // ',�II�., `e4-7- l 4 « `h ; V„ s�' This system is ETL Listed.The electrical components,such as lights,motors,motor starters,disconnect switches,limit switches and push buttons are listed or approved for the Class and Division in which they are located. Consult your Global Finishing Solutions sales representative for details of required installation,concrete pit,electrical wiring,conduit,air piping,roof penetrations and automatic fire suppression.The equipment installation location should be reviewed and approved by the local authorities having jurisdiction. lArilmON ra 2 Dallas,TX • Osseo,WI • Barrie, ON • Monterrey,Mexico V���A • , 800 468-5872 •www.globalfinishing.com ., �`�"- , e-mail: auto@globalfinishing.com All designs,specifications and components are subject to change at the manufacturer's sole discretion at any time without notice.Data published herein is informational in nature and shall not be construed to warrant suitability of the unit for any particular purpose as performance may vary with the conditions encountered. Printed in USA ©zoos Global Finishing Solutions.All Rights Reserved. -. PDD-io-o5-1 I Il • 611,03L„]d FINISHING SOLUTIONS' •• 1 i�1i� { Inill ,77 7'1'. ' '' ' 1 ' ' ,i' ,14! �. ,i„, ;Z% 'III.iI!..47.:TLII ral ' . a)k�r'y6 �' L4 Imo' la 4uS .yam F .. bl 1L.445, 1 y 'mod�,L dq2;„ '> - tie/ A x } mama n mu.,i+-r- k 4� `Th}, 0 .t. 4,„tt r h a 'Iii YI ' t , rr,k4c,;i6„- , _ 7 f + 'mod p\.. + # `. ' ,,;,,..:t4, i li ridi'46_sCRigjilli.%1,'"1:, a I�/ E ,„ li >"fi�C ck llll� fix. 1 1 _ .-.. o} - a".. * '_ `k .__ -:g-o-.--- ,.(„.,'.:4.,- , i Concept Mix Room °. ► � Z Utra 'ix •oom x .s w ,,t„,,,,'---,,,, ''';'' 1 Ct, 4";;VC'Ail ar i',iti,,,,44,,' ,i zi,r4",,,41-...- •It',.'1,_-_ .,:mr„•''.:.-,1.47;:',,,,,• • .... , ''. , 40:..,41..7 , . •L .,_ C x .,-,. : ,-_ ifk. (4 0 tiot4it-%,, , . -.3.7•': tk. / Paint Mix Rooms • North America's #1 Paint Mixing Room Design • Low Operating Costs • Competitively Priced • Unique and Proven Panel Design • Thousands in Daily Service k0.1) c ETA • Factory Certified Installation and Service Networksro ® usieo i i • Ts I Azionliaintiti Paint Mix Rooms , . 41" ix Rooms peel ications '� = - • Pressurized downdraft airflow for ideal ventilation " ~`i '.1 • UltraTM dual skin insulated panel construction or :/► Concept1M four-sided rolled edge single skin panel construction • Multiple standard sizes • Maximum external height is ii'-a° Receive expert factory training and assistance • White pre coated galvanized steel at the Global Finishing Solutions Tech center, • Pressurizing blower with-1/2 HP motor the industry's leading downdraft spray booth • Auxiliary exhaust blower; standard with UltraTM model research and development facility. (optional with ConceptTM model) • High efficiency ceiling filter 'o se_ ,omp lance • 4-tube light fixture(s)with color corrected T-8 tubes (quantity based on mix room size) • NFPA-33 Standard for Spray Application using Flammable • (1) Personnel access door with observation window or Combustible Materials • Built-in spill containment(no curb required) • NFPA 86 Standard for Ovens and Furnaces • Mix room is designed to accept fire suppression system • NFPA 91 Standard for Exhaust Systems for Air Conveying • Two-and three-wall units are available for economical connection of Materials to dual skin booths • NFPA-1o1 Life Safety Code • Top perimeter facia package is standard • NFPA 7o National Electric Code • OSHA Safety and Health Standards (29 CFR 191o, 1910.107) • 'bona LCZEGB3FZUfillitiffial • IFC International-Fire Code • Vestibules • IBC International Building Code • IMC International Mechanical Code • Exhaust stack kit • BOCA National Fire Prevention Code; National Building Code; • Auxiliary exhaust blower for ConceptTM model National Mechanical Code • Observation windows m • UFC Uniform Fire Code • Additional access doors • UBC Uniform Building Code • Fire suppression • UMC Uniform Mechanical Code This mix room has been reviewed and approved by: • SBCCI Standard Fire Prevention Code; Standard Building • ETL Equipment Testing Laboratory Report#549183 (single skin) Code;Standard Mechanical Code • ETL Equipment Testing Laboratory Report#556500 (dual skin) • SCAQMD approved III „ ' , bpi: I '� I �t , , L ,l Vestibules help :. .. i, {;� create and preserve { k ' r �" i f' I a contaminant-free Factory certified distributor technicians f l ,. t; ,r� environment provide expert installation,start-up , ' ``� and after sale service I} . ,, ® Optional paint mix rooms \ �`� and vestibules assure t \h. ak_ M;. effective contamination i,T/—',-,, � , • management � -17 ' ' NW 4 ' r Each light fixture includes color Built-in spill containment 1: corrected T-8 tubes for excellent means no need for curb - color-matching support The electrical components,such as lights,motors,motor starters,disconnect switches,limit switches and push buttons are listed or approved for the Class and Division in which they are located. Consult your Global Finishing Solutions sales representative for details of required installation,electrical wiring,conduit,air piping,roof penetrations and automatic fire suppression.The equipment installation location should belreviewed and approved by the local authorities having jurisdiction. • . S= *moo Dallas,TX • Barrie, ON • Osseo,WI • Mexico GLOBAL FINISHING SOLUTIONS' r. goo 468-5872 •www.globalfinishing.com - All S' e-mail: auto@globalfinishing.com Y All designs,specifications and components are subject to change at the manufacturer's sole discretion at any time without notice.Data published herein is informational in nature and shall not be construed to warrant suitability of the unit for any particular purpose as performance may vary with the conditions encountered. Printed in Canada ©2003 Global Finishing Solutions.All Rights Reserved. PMR-ii-04-3 ` Y Base aft[915] ' `•� , - • Model Extension 16'-8 1/2"[5092] 7'-8 1/2"[2349] - - ' N• Inside 24' 27 Length [7315] [8230] 4111 �� Rear doors supplied on' ___ drive through model only. Outside 24-5" 27-5" ` Length [7442] [8375] ( ] OPTIONAL FLOOR SUPPORT FOR AMU. vAth ,� 1 Soil Bath 27'-10}" 30'-101" in* I J Door Swing [8319] [9233] $' " "-; °' :ii fi 1 _ it? ✓1� I Drive Thru 30'-9" 33.-9"with a, L " Door Swing [9195] [10110] — i i ` 1 , 1 I ' 24'-0"[7315] Booth Inside r 35"[889]Door Swing PLAN VIEW (5'•0")24x40 1/4 (1)034"AUTOMATIC RECIRC DUCT ROOF VENTILATOR (1)40114x40114 (1)034"PLAIN ROUND TO 24x401/4 DUCT x 36"w/ h �" CLEANOUT _ 7'-5 5/8" _ :(1)FHI-40X40-G • TRANSITION r- - r, SQUARE INTAKE HOOD (1)FAN-34VP-050T3T 0 034"TUBE AXIAL EXHAUST UNIT 7 (5'-0")40x40 wl 5 HP TRI-VOLT 3 PH. Or . - INTAKE DUCT TEFC MOTOR DISCHARGE DUCT w/BELT GUARD 1'-0"Clearance required for 24"x 36" _ .x_u — 12,600 CFM @ 314"SP explosion relief system. ROOF CURB&FLASHING (2)034°CONNECTING . -_ b r'IA�1 I.A . (BY OTHERS) RINGS Frontal door 9'-8"x 8'-8i" -.__- •INTAKE DAMPER J (1)034"FLAT ROOF clear opening. --- ! �; (OPTIONAL) FLANGE(OPTIONAL) ▪ en Access door 2'-8"x T-7" -- ----------____-- _-- E .= I _ -__ \ (1)DU-RCB > f —7 `_. dear opening, r---ti-� r -, �- 1 �--=r--- • ▪ ' c 1 r : , (1)034" -PAP ROUND DUCT W. -- J. .1--� - —>..,..�....� _. _ x 13" DU PLAIN UN W. Eight,Class 1 Division 2 ' u Q f li I I - hip light fixtures „-; (6)034"PLAIN ROUND 1m I l I I 7- DUCT x36" Four,Class 1 Division 2 F_==_i f .1i i 14'-0"[4267] I light fixtures in booth walls. RIGHT SIDE VIEW IL I-___i I. ; Booth Inside ..I =- (1)034"CONNECTING I NOTE: SIDE VIEW SHOWS OPTIONAL FLOOR SUPPORT FOR AIR RECIRCULATION UNIT. . . .- 14'-5"[4394] ' RING FRONT VIEW ROOF SUSPENSION(BY OTHERS)MAY ALSO BE USED. Booth Outside _ I , REAR VIEW C OUS UPI ���� `--I L-_� 1'-0"Raised Platform Height 2000563 GLOBAL FINISHING SOLUTIONS 7 `eirtp REV DATE 09/02/2005 �" 2421 DRAWN BY TOM NAME OF C ��!�� 710 '` I I .-. 24'-5" _ I PROJECT PROFESSIONAL BOOTH RampLength REV - DATE PIN DRAWN BY O GLOBAL FINISHING SOLUTIONS L.L.C. 2003 g Booth Outside B 08/10/2005 2421 PGM y; �x DRAWING c _ GENERAL ARRANGEMENT,24'L PROFESSIONAL REV DATE PIN DRAWNBY DESCRIPTION IMPORTANT NOTE-This print Is the confidential property of Global Finishing Solutions L.L.C. RIGHT SIDE VIEW A 0412012005 2421 M.F. WITH TITAN AIR HEATER (HORIZONTAL RECIRC) it Is not to be used or reproduced In any manner,nor submitted to other parties for (RAISED PLATFORM) • DATE PIN examination without the prior approval of Global Finishing Solutions L.L.C. , 08/09/2002 2357 DRA"�" R.L.E. a'0 - f NUMDRAl GA-BDSD241409 SHEET112 NUMBER 1 I. tg DATA AND SPECS CODE INFORMATION , le- _ _ Direct fired natural gas Max.Natural Max. Inlet Min. Inlet Manifold r g burner Gas Req'd Temp. Rise Pressure Pressure Pressure i H 46,200 BTU/Hr min 1 155 CFH 100°F Spray 1# 7 in.we 4.7 in.we C!) 1,155,000 BTU/Hr max 200°F GLOBAL FINISHING SOLUTIONS L.L.C.offer a complete line�of automotive spray booths that conform to the °F Bake requirements of: Q Gas supply required(by others)to gas connection point©see plan view page 1 of 2. Minimum gas pressure is required I * 0 at maximum volume consumed. NFPA-33 Standard for spray application using flammable and combustible materials *NFPA-86 Standard for ovens and furnaces CO 1 PH Full Load Amp Draw,3PH,60Hz *NFPA-91 Standard for exhaust systems for a conveying of materials QADescription 230V 200V 208-240V 460-480V 575V *NFPA-101 Life safety code ILL 10hp T.E.F.C.intake motor with belt driven,forward *NFPA-70 National electric code 50 curved fan produces 12,000cfrn. 28.6 27 14 11 *OSHA Safety and health standards(29CFR 1910, 1910.107)'` *BOCA National fire prevention code&National Building Code, 5hp exhaust motor with belt driven 34"tube axial exhaust *UFC Uniform Fire Code r 28 15.9 15 7.5 6 fan produces,12,000cfm. *UBC Uniform Building Code 1- *SBCCI Standard fire prevention code&Standard Building Code Minimum circuit capacity®required(by others)see 100 60 55 30 25 plan view page 1 of 2. , This booth has been reviewed and approved by: .1 t 0 Light Fixtures QTY Full Load Amp Draw tt Additional Light Fixtures *ETL Equipment Laboratoryreport#276-2399-99-04 �.. Z 120 V 277 VTesting P ,- H Four tube light, For each additional four tube light fixture -I. _ Standard 12 12.0 6.0 add 1.0 FLA @ 120V and 0.5 FLA @ 277V. All light fixtures are ETL approved for hazardous locations.;All light fixtures are accessible from the interior of the • 0spray booth and conform to the provisions of N.F.P.A.33.. --I Six tube light, For each additional six tube light fixture add Optional 12 18.0 7.68 1.5 FLA @ 120V and 0.64 FLA @ 277V._ Electrical components,such as motors,motor starters,disconnect switches and push buttons,are listed or approved for the Class and Division in which they are located. , 40A circuit required(by others)within 10 ft of connection point©see plan view page 1 of 2. i Glass used in the spray booth is tempered and meets and exceeds ANSI Z-97.1 standard. � Position . Efficiency Description ,I W ° Polyester fiber bonded with a flame retardant binder. Wire support grid with Conformance to all these requirements is dependent upon the manner in which the equipment is installed. The JPlenum 99.9%at 10 micron four support cross wires securiy locked between layers. . contractor will make certain that all of the electrical wiring and conduit,piping,gas supply,roof penetrations, 99.84%avg. PAINT POCKETS®three dimensional high loft expanded polyester,reduced automatic fire protection systems,and the location of the equipment within the building also conforms to the cited LI— Exhaust codes and other references. - '1'arrestance filter changes with more than double the efective surface area. Intake 95%avg.arrestance Pocket style synthetic media with a metal frame. Fire suppression system is NOT included with the standard;:booth but is required by NFPA-33. All GLOBAL FINISHING SOLUTIONS filters meet class II of the UL-900 classification. : r Direct fired Air Make UP Blower Horizontal Intake 1 Section filter section damper Recirc Module Proffesional Heat Unit 1250# 110# 140# 270# �:=:�� REV DATE PIN DRAWN BY a T'NAMEE OF PROFESSIONAL BOOTH LOBAL FINISHING SOLUTIONS ©GLOBAL FINISHING SOLUTIONS L.L.C. 2003 REV DATE PIN DRAWN BY IMPORTANT NOTE-This print is the confidential property of Global Finishing Solutions L.L.C. C*us E l "DEC DESCRIPTION WING GENERAL ARRANGEMENT,24'L PROFESSIONAL �������/ It is not to be used or reproduced in any manner,nor submitted to other parties for ' A DATE 04/20/2005 PIN 2421 mum M.F. '_ WITH TITAN AIR HEATER �„�/ examination without the prior approval of Global Finishing Solutions L.L.C. 2000563 1 L v DAB 08/09/2002 PIN 2357 DRAWN R.L.E. BY MD - jj�•` DRAWING GA-BDSD241409 SHEET mBER y2_ . 1Y 9 i it / _AI _ C n ' ULTR o DIMENSIONAL DATA 1 p 4, 4. 1 ,,„ , • • - — . im 3-4 • FREE STANDING MIX ROOMS (INSULATED) Ili 1 iq ..I J 2 r G'-0"—1 9,_00 1 2'-0" I 5'-0". i V 0 a li 0 Exhaust ig - rnExhaust Exhaust Exhaust ) MotorsS 6Motor r - Motor Motor A _ € f, 3 B . B B' ; �. d y to 111. Illii Ti �s� -I, kr sli s s r r s L L o r��? m Q, 6 Q Q, g O o ui o uj = 9 0 �� Sao ii. �d 1E11 1— _61 : i c l / I 36 1/2" Input .I,3' Input Input Input el 4Motor Motor Motor Motor Model UMR 4IO Model UMR 42 I Model UMR 432 Model UMR 443� '' a . RV- 6'x9 ..`>:: 9'x9' 9'x I2' 9'x I5' Exhaust Motor „B„ CONCEPT REVISION Plan VIews >o.1 Em' rM rH S. "10"Diameter Exhaust Stack I EEC 111, 1i - Inlet Personnel Door 12'-0" a; Pre-Filter With Window -_ HIP alaet ran 11- Lighter -- I -- 1- Input ling Motor '' I I -p , 1olLm ran Model UMR 454 "A" 9'-0" 6'x 12' T b" ,I 1 CONTROL REVISION aExhaust i Al i I r niL1R2 inn Motor —[ B 4" } i lam an Light �. Off-On Toggle Side View Switch :Li fromte 3'or more ©I lape personnel door) PROJECT 115'O" • ' Front View CUSTOMER ill ()GLOBAL BAL FINISHING SOLUTIO NS 2003 STAN DAR D GENERAL ARRANGEMENT Ligh' h 1i' - . THIS PRINT IS THE CONFIDENTIAL PROPERTY OF GLOBAL -; , FINISHING SOLUTIONS. IT IS NOT TO BE REPRODUCED IN DESCRIPTION Input ANY MANNER, NORSUBMITTED TO OTHER PARTIES FOR FREE STANDING Motor `'i 0A0 EXAMINATION WITHOUT THE PRIOR WRITTEN CONSENT OF PAINT MIX ROOMS Model UMR465 GLOBAL FINISHING SOLUTIONS. IP 6'x 15' APPROVED BY SCALE: DATE: N/A 10/10/2003 ® j, DRAWN BY REVIEWED BY: FRAN �, All hanlensionsare mustchecandsubject, GREAT FINISHES START HERE Insulated Mix Room Wall Thickness is 2 1/2". ; to change Customerapproximate ate anduipm¢nt WORK ORDER NUMBER All Plan View Dimensions Shown Are Inside Lengths, Unless Otherwise Noted. size,location in building and all clearances to g building and contents. U S DRAWING NUMBER Exhaust Stack To Be Ventilated Outside The Building. /isTEa :,, IN-2011 ....._ 1 SHof EET 1 P �1 L c';- ;: i .. iii r."-},(41\44„ 1 r i ' El r. ,t ,,, ., -,.,- si...:, ,,,------,,,, ,,,,,-a- ..--1, A A a . FREE STANDING MIX ROOMS (INSULATED) CODE INFORMATION ! I1IiI DATA AND SPECS FANGlobal_FinishingSolutions offer a complete line of automotive spray booths that conform to the requirements of: Full Load Amp Draw Team Blowtherm offer a complete line of automotive spray booths that conform Motor Description S 120 Volt/GO Hz/ I Phase " NFPA-33 Standard for Spray Application Using Flammable and Combustible � Matrials + I I —;111 ii� • NFPA 86 Standard for Ovens and Furnaces ) 1 1 50 c.f.m.Centrifu al Input Fan With I,A„ I 1/2 h.p.T.E.F.C. Drove Motor • NFPA-9 I Standard for Exhaust Systems for Air Conveying of Materials I NFPA-* I 0 I Life Safety Code III o " NFPA-70 National Electric Code i , , 811 I 0 I I51Onclf.m.Centnfugal Exhaust Fan With " OSHA Safety and Health Standards (29CFR 19 10, 19 I O. 107) j, 1/2 h.p.T.E.F.C. Drive Motor * IFC International Fire Code 1 "0 0 "at• • IBC ,International Building Code I� �r Operating 10 Amps Standard OR " lid Ik IMC International Mechanical Code FLA 20 Amps W/Optional Exhaust Blower . T �" BOCA National Fire Prevention Code * National Building Code * National Mechanical Code •• ��. MINIMUM * UFC Uniform Fire Code 44 CIRCUIT 20 Amps Standard OR Circuit Required(by Others) " UBC. Uniform Building Code4111 CAPACITY 0 40 Amps W/Optional Exhaust Blower See Plan View Page 1/2 EI P p UMC Uniform Mechanical Code * SBCCI Standard Fire Prevention Code Standard BuildingCode Standard Mechanical Code OONCtPrlleVlsloN LIGhTI NG Includingour Free Standen Mix Room 9 Full Load Amp Draw This booth has been reviewed and approved by: II MM. Notes Quantity 120 Volt/GO Hz/ I Phase " ® ■� ■� - ETL .Equipment Testing Laboratory Report # 549 153 (single skin) As I.O Amp Per Fixture Circuit Required (By Others) " ETL Equipment Testing Laboratory Report # 556500 (dual skin) Shown See Plan View Page 1/2. * MEA Report # 278 94 E (single skin) j * MEA Report # 154- 2 E (dual skin) 8 '� '� Notes: I All Light Fixtures are Accessible From The Interior Of The Mix Room 9 p and Conform to the Provisions of N.F.P.A. 33 " SCAQMD Approved Iy 2)All Light Fixtures are ETL Approved for hazardous Locations 3) Power For Three Standard Light fixtures Included In Minimum Circuit Capacity. % - �/ '��' '� Electrical components, such as motors, motor starters, disconnect switches and FILTERSpush buttons, are listed or approved for the Class and Division in which they are located Position Efficiency Description I ���L R��QN Conformance to all these requirements is dependent upon the manner in which ` U"' Plenum 99%- I 0 MICRON Polyester Fibers That Are Thermobonded the equipment is installed. The contractor will make certain that all of the ' And Progressively Structured electrical wiringand conduit, piping, gas supply, roof penetrations, automatic fire pp g ppY 2 Layers of Synthetic Media m■ Pre Filter 89%- 10 MICRON Supported Sy An Internal Wire Frame protection systems, and the location of the equipment within the building also iii I Required. conforms to the cited codes and other references. Note:All Global Finishing Solutions Filters Meets Class II of the UL-900 Classification. GLASS SPECIFICATION Note(s): Fire suppression system Is NOT included with the standard booth butt is PRQJEPROJECTrequired by NFPA-33. Glass Used in the Mix Room is Tempered and OWI 1 Meets or Exceeds ANSI Z-97.I Standard. I STANDARD ()GLOBAL FINISHING SOLUTIONS 2003 The amount of Flammable or Combustible Liquid stored in the paint mixing , TIil9 PRINT 13 THE CONFIDENTIAL PROPERLY OF GLOBAL room must be within the following limits per-NFPA 33. SPECIFICATIONS SHEET 19NI5HING SOLUTIONS. rT 15 NOT TO SE REPRODUCED IN Paint mixing rooms within 6' of the spray area may contain up to two (2) aallon5 onaanar ANY MANNER. NOR SUBMITTED TO OTHER PARTIES FOR per square foot of enclosure floor area but may not exceed 60 gallons (DS) ;. FREE STANDING EXAMINATION WIT110Ur THE PRIOR WRITTEN CONSENT OF Paint mixing rooms further than 6' from the spray area may contain up to two (2) PAINT MIX ROOMS GLOBAL rinusr tNG 5OLUTION5. gallons per square foot of enclosure floor area but may not exceed 300 gallons (US) d MKS NA _ �10/10/1003 IMA ,,� ® ammo or: GREAT Fll IISHI- START HEREN�IMIN L Insulated Mix Room Wall Thickness is 2 I/2". FRN1 C V S All Plan View Dimensions Shown Are Inside Lengths, Unless Otherwise Noted. COISMUL,� Exhaust Stack To Be Ventilated Outside The Building. phi 1P Nail t 1ST to r IN-2011A 2 qr 2 oFH� Town of Barnstable Regulatory Services BARNSTABLE, 7 �0� Thomas F. Geiler,Director 'fDiA0- Buildin g Division Tom Perry. Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 January 13, 2004 Joseph Giammarco Ominpoint Holdings 50 Vision Blvd E Providence, RI 02914 Re: SPR 003-04 Hotwater Realty Trust, 1364 Phinney's Lane,Barn(R274-019) Proposal: Install telecommunication antenna on existing utility pole with 4 utility cabinets . Dear Mr. Giammarco; Please be advised that the aforementioned application was approved by the Building Commissioner administratively on January 12, 2004. A copy of the approved plan bearing the Commissioner's signature remains on file. ❖ All construction shall be in compliance with the approved site plan as prepared for Omnipoint Holdings, Inc. A Wholly-owned Subsidiary of T-Mobile U.S.A., Inc., 50 Vision Boulevard, East Providence, RI 02914, Office (401-588-5600 Fax (401)-588-5658, by TerraSearch Design Group, 270 Centre Street, Holbrook, Ma 02343, Office 781-767- 9226, Facsimile 781-767-9288, Identified as Project Number 03-031, dated 12/10/03 with revision dated 12/18/03, entitled 4HY-0569A Hyannis Star, 1364 Phinney's Lane, Barnstable, MA 02630, consisting of 7 sheets labeled, T-1, L-1, C-1, A-1, S-1, S-2, and E-1. 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(ZO Section 4-7.8 [7]). This document shall be submitted prior to the issuance of the final certificate of occupancy. (Zrely, 6 Robin C. Giangregorio Zoning& Site Plan Review Coordinator TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 274 019 GEOBASE ID 18532 ADDRESS 1364 PHINNEY'S LANE PHONE BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 76364 DESCRIPTION REFACE EXISTING 6' X 6' SIGN PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND $.00 drI ME CONSTRUCTION COSTS $1,000.00 4, -i % 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE i 0''.' ' * BARNSTABLE, * NopMass. 1639. i EDMOh BUILD ,IING D ISI1*N1/"� BY fa/, ,1./.G(.7 DATE ISSUED 05/03/2004 EXPIRATION DATE f` 1 r 7(3 ( . Town'of Barnstable TOWN BARNSTABLE fIThE \ Reulator Services 2fOMAY -3 AM 11: 31 as, h, mas F.Geiler,Director BARNSTABLE. 1 9 xis. $ .� ><l din g Division i6;q. ♦0 h .pk �'°tto m h Tom Pe'hry, Building Commissioner . DIVISION 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit L. — \ Sa Applicant: - ssessors o. Doing Business As: \A v1vwN�5 Telephone No. —77 t - 14E0 Sign Location .,i Street/Road: ' • 4 Zoning District: Old Kings Highway? Ye IS1,1 Hyannis Historic District? Yes o Property Owner Name: I---k,Ur 1'l ii .S J-Mjr10 V Li Telephone: 11-"( 7 6 ) Address: " I B3(e Ph I n 's t.12 c Village: 8A'Qsv�T Sign Contra or I• WvcSvk' 3( Cc3 .,• ep ',Q-3 .1 Name: ( � Telephone: 'Address: ( I ) " (3IG(- VTICUA " 3 , Villager S , L CQ-L'YLG 1 Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town -:": of Barnstable Zoning Ordinance. - ti Signature of OFvner/Authorized Agent te• Size. CO -3 Permit Fee. Q Sign Pemut was approved Disapproved: Signature of Building Official: 1//(,/ I Z Date: :g 70p %+a� "l3.ar C4 f} >_.:4 q • n KAru �@ '}'+k tr k 'yam, YO VaF"�f£4' ! .. 5 e[' > - Fi aY t Lri 5 r � .Y 4 : A a t•�s., t ' ,t :jam} , 44t,4,[.,_. a,4,. 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'' wi , Yi. £.V.4US 4,4 4> :, af^ri1 V t<S- x,t•-: S a.>s "i"'PL;' ja` 'i . •w { � � ` k `w .sr ,! • 7. iki . 1 -- ', 7n' i 1K. t t Fr ,. - ts. x4. fs E :.,\Vw>?,i '4 '` , v! Y _ ;;-�.,. K. S % t / h r • 1 n J b n Div S 1 ZS2i' w� �S T .. ;,. . ,71 i Mfg . . , .- s MAKES & MODELS QUALITY LLI I N .. . PA�[NTLESS DENT R EPAIR ,.... E GLASS REPLACEMENT � C - R11178 FREE ESTIMATES (1;1) x ONDA 0 63"OLD MAIN ST. S. YARMOUTH, MA: 02664 t608) 398-27a1 Cso 7B0-310 Fax Sa. n Co: moo- Since -rase e-mail; plysigncom@capecod.net CUSTOMER PERMIT No` DRI M BY DATE. -�1-'1. MATERIALS APPRa1®BY P 0 LOCA�TiON .111110W ''�REVISIQNS: CPC• . _ ..• , , .. .. ••.. 1 72, (..,,Lk (A ti‘e..t-( • • .. . . • -f:-:---_-_-• , a 4,,dv,.,,_3. . . . . • •.. . • , . „ -. „, , I , , .."-... "'•-.... ..'•••/.. _____—....... • .. • '' .•••""'•'.. . ...,. . •••....... ' .. ..... ,... ... . ,.._.......... . ,. —.......—...—/--,t— ••,. • . . 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