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HomeMy WebLinkAbout0113 OLD YARMOUTH ROAD I � ��� �. i 1' �lh.�' ICI :. � � I I � o RARNSTRLE ROBIN C.ANDERSON TOWN OF BARNSTABLE Zoning Enforcement Officer 200 Main Street,Hyannis,,MA 02601 508-862-4027 Fax 508-790-6230 robin,.anderson@town.barnstable.ma:us r� oFT r Town of]Barnstable ry Regulatory Services i RARNSCABLE, MASS.' $ Thomas F.Geiler,Director tb34 �� ' prSD,AAA" _ Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S)TO: TO: % r ATTN: `- n I - ' V FAX NO: DE �.' RE: FROM: Vl� DATE: 10 p PAGE(S): (INCLUDING COVER SHEET) Rew]21901 ill. A r'4v APPLICATION FOR SITE PLAN REVIE • \' Subdivision Planfi.-�� y ". siness-N�ame. i, ✓ T ANRPlan _� Parcel lessor's Map # # Site Plan )perty Address, APPLICANT Name: ress: NNER OF PROPERTY �G` ✓_ `�''�' ' i , Add ddress: �rriy� sT� iNsf 73 f YthD`� 3 _ c -.--2 3 G C Telephone 2/3 elephone: " Fax 1:5_rw_� ax ,RCIiITECTJDEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY ��,����x.�tJ -��- Name: dame: ����L�� �•�_ Address: address: Telephone Celephone: _ �� - `�`E`d`6� �?--- p Fax ax STORAGE TA S Z MAT/FUE OR WASTE OIL ZONING DISTRICT CLASSIFICATION District ;Stir-�sS Ov s) Lot Area* Q . S q. � Ac Existing opos - Number N r Fire District:: i L_; K � � Size ._.. Si Setbacks (ft.) Above Ground Ab e Ground Fronts Side 0 Rear Underground Under and Contents Number of Biuldings Contents . - Pro osed -. . _._ .. - - Existing- Demolition- TOTAL ..... .- - p . . . . FLOOR AREA BY USE U_S i�;6 Existing(sq.R Proposed (sq.ft.) Sewer- []Public arivate Size .� gal Basement Water- ©Public ❑Private Residential r Electric- Aerial ❑Underground Gas - []Natural ❑Propane Restaurant Grease Trap - [, Size B� Retail - Office Sewage Daily Flow * �� �'d Medical Office PARKING SPACES CURB CUTS Commercial (specify) � - Required _ ___ Existing A Wholesale(specify) Provided Proposed N A Institutional(specify) To Close tJ�A Industrial (specify) On-Site A]1 Other Uses On Site Off-Site �_ .Totals --`� . �— Gross Floor Area Handicapped�ir'� GP or WF areas restrict wastewater discharge to 330 gallons per acre per-day into on-site system. Q:siteP1an:sPRPG3—02/2=002 Old King,s Highway Regional Historic District File# Approved? ❑ Yes No Hyannis Main Street Waterfront Historic District File# Approved. ❑ Yes [ NYes 0 Listed in National and/or State Register of Historic Places? Approved? Yes E No Previous Site Plan Review File# Previous Zoning Board of Appeals File# Approved? ❑ Yes QNo Is the site located in a Flood Area(Section 3-5.1) ❑Yes ONO in Area of Critical Environmental Concern? ❑ Yes R' No Is the Proj ect within 100' of Wetland Resource Area? F1 Yes N3 No yes ❑No Site sketch—informal presentation Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. es yes aNO No Parking and Traffic Circulation Plan f Landscape Plan and Lighting Plan QYes ❑NO Drainage Plan with calculations and Utility Plan P E Yes ❑No Building Plaus, (all floor plans, elevations and cross sections) ® Yes ❑No Note that all si age must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft sq.ft Total Building(s)footprint J 7 7.5� sq. ft. Maximum Lot Coverage as %of Lot ' GROUND WATER PROTECTION OVERLAY DISTR=REQUIREMENTS: DISTRICT: __..._.. o � � Pro osed Lot Coverage (/o) Required 55 y 5 0; p Proposed Site Clearing °70) RequiredG C Of PRINCIPAL BUILDING CtC` Y St ACCESSORY BUILDING(s) Y esNO Number of floors Height: _ft. Number of floors �_ Height: ft. FLOOR AREA FLOOR AREA: Basement sq• �-Second sq. ft. Basement _sq: ft. Second sq ft _. ft: . First s ft. Attic s ft _. Firs Other ft.Attic i.�G� sq._ q. --�— q . :_ Other(Specify) sq. Please provide a brief narrative description ofyour proposed project: Z . I assert that i have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of y Imo ledge, the information submitted here is true. l 'Li G' Date Printed Name of Applicant Q:SiteP1an:sPRPG4 02/20/2002 Town of Barnstable Regulatory Services • MASS. • Thomas F.Geiler,Director rED µA+A Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 24, 2003 Roger Roberts 5 Trenton Street W Yarmouth,Ma 02673 Re: SPR 082-03 113 Old Yarmouth Rd,Hyannis(R344-050) Proposal: Construct commercial garage Dear Mr. Roberts; Please be advised that the aforementioned application was approved at the site plan review meeting on October 23, 2003 with the following conditions: ❖ A copy of all prohibited uses_and materials as identified in the Ground Water Protection District Section 3-5.2 of the Z oning_O rdinance shall be visibly posted and maintained inside the garage. Washing, detailing and repair work involving fluids or any hazardous materials are strictly prohibited in this district. ❖ Construction shall be in compliance with the approved site plan as prepared for Roger Roberts, #5 Trenton Street, Yarmouth, Ma (508)-648-5310, by Carmen E. Shay Environmental Services, Inc., dated Sept. 8, 2003, stamped and signed by Gilbert T. Joly, PE, and entitled Proposed New Garage Location and Parking of#113 Old Yarmouth Road, Hyannis, Ma. 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. cerely, + sin r Robin C. Giangregorio Zoning& Site Plan Review Coordinator P ' - AN 'Z'003 APPLICATION FOR SITE PLAN REVIEE t. J8 2- nr, 7 CAft6g- - Subdivision n Plan FEZ % Z`I sinesNafe: A Parcel ANR Plan sessor's Map )perty Address: Ca site Plan YNEP,OF PROPERTY APPLICANT Ivy Name: ' Al Address: ddress' G; -c- Cam 23 Telephone. elephone: Fax ax e-1 CHTFECT/DEVELOPER/CONTRACTO AGENT/ATTORNEY a Name, lame' Address: address: Telephone celephone: Fax Fax oo- Z MAT/FUE OR WASTE OIL) ZONING DISTRICT CLASSIFICATION sTop-keF,T' S. District 6-15,-65�' 0 Lot Area UK� 093 Ac. opos Existing---- Fire District— LLi iA--,&,'1 S. Number-----N Setbacks(ft.) To X-S TA S Z STORAGE T"'I Existing opos 'E OR b N r Siz e Ground Ab Ground C r C d r_ I d Under and -r P g Contents n S n r 7,o Size Siz e Above Ground Ab e Ground Front Side Q Rear Undergr Und Under und 'D Buildings Number of uilding— Contents o t Contents C o ritent S.. Proposed t 0 p Exis Demolition- TOTAL FLOOR AREA BY USE UT—ILITIES Restaurant Existing (sq.fQ Proposed (sq.ft.) Sewer- F�Public 2�[j?rjvate Size gal Basement Electric *Water- ©Publicic Private Aerial ❑Underground Residential Gas - - El Natural Fj Propane ResE4 I .Size gal Retail Grease rap - 1:1 d Office Sewage Daily-Flow * gp Medical-Office Commercial (specify) 77- PARKIN[=G SPACES CURB CUTS Existing Wholesale (specify) Comm ercial C al Office (specify) e (specify) �r)(specify)sp�s On Site Required t Provided Proposed 1�1 A Institutional (specify) ,,,4�iIndustrial (sp To Close A- (specify) On-Site Other �s Totals A-11 Other Uses On Site Off-Site Ic) Handicapped—ELV�L- - Gross Floor Area *GP orNWP areas restrict Wastewater discharge to 330 gallons per acre per,day into on-site system. Q:S1jt.epjan:spRPrj3-NkO/2002 � ! ❑ Yes �No Old Kings Highway Regional Historic District File# Approved? Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes [-To Listed in National and/or State Register of Historic Places? ❑ Yes Z No Previous Site Plan Review File# Approved? ❑ Yes O No Previous Zoning Board of Appeals File# Approved? ❑Yes [I No Is the site located in a Flood Area(Section 3-5.1) ❑Yes FA No in �No in Area of Critical Environmental Concern? ❑yes ®No Is the Proj ect within 100' of Wetland Resource Area? Yes ❑No Site sketch—informal presentation Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. yes No parking and Traffic Circulation Plan SYes ❑No Landscape Plan and Lighting Plan [ yes ❑No Drainage Plan with calculations and Utility Plan �- Building Plans, (all floor plans, elevations and cross sections) ® Yes ❑No Note that alI si a e must be approved by Code Enforcement Officer at the Building De artment Lot area in sq. ft. sq. ft Total Building(s)footprint _� .�7S sq. ft. Maximum Lot Coverage as %of Lot GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT.; LO Lot Coverage (%) Required. 1-�Ss yl.�5'0 Proposed a 5 b Site Clearing!No Proposed t -t ACCESSORY BUILDING(s� Yes. No PRINCIPAL;BUILDING /` 5 Height: Number of floors e/ Height�_ft. Number of floors ft g FLOOR AREA __ . - .. - FLOOR AREA: . . __ ft Basement sg• • Second sq ft: . Basement f�I sq. ft. Second sq _ - s ft. First ' sq. ft. Attic s ft _. ft. Attic (� q . . First -�— .q Other (Specify) _ sq. ft: Please provide a brief narrative description of our proposed project: I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of ' y knowledge,the information submitted here is true. v Date F a � . Printed Name of Applicant Q:sitePlan:SPRPG4 02/20/2002 �zMME rgti Town of Barnstable Regulatory Services ' iE • Thomas F.Geiler,Director 9� 1639 '°rfDMA'�A Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 24, 2003 Roger Roberts 5 Trenton Street W Yarmouth,Ma 02673 Re: SPR 082-03 113 Old Yarmouth Rd,Hyannis (R344-050) Proposal: Construct commercial garage Dear Mr. Roberts; Please be advised that the aforementioned application was approved at the site plan review meeting on October 23, 2003 with the following conditions: ❖ A copy of all prohibited uses and materials as identified in the Ground Water Protection District Section 3-5.2 of the Zoning Ordinance shall be visibly posted and maintained inside the garage. Washing, detailing and repair work involving fluids or any hazardous materials are strictly prohibited in this district. ❖ Construction shall be in compliance with the approved site plan as prepared for Roger Roberts, #5 Trenton Street, Yarmouth, Ma (508)-648-5310, by Carmen E. Shay Environmental Services, Inc., dated-Sept. 8, 2003, stamped and signed by Gilbert T. Joly, PE, and entitled Proposed New Garage Location and Parking of#113 Old Yarmouth Road, Hyannis, Ma. 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. cerely, (� 4� Robin C. Giangregorio Zoning& Site Plan Review Coordinator oFtHEr Town of Barnstable Regulatory Services * BUANSTASIX MASS. Thomas F.Geiler,Director. E1639. 0� Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 24, 2003 Roger Roberts 5 Trenton Street W Yarmouth, Ma 02673 Re: SPR 082-03 113.Old Yarmouth Rd,Hyannis (R344-050) Proposal: Construct commercial garage Dear Mr. Roberts; Please be advised that the aforementioned application was approved at the site plan review meeting on October 23, 2003 with the following conditions: ❖ A copy of all prohibited uses and materials as identified in the Ground Water Protection District Section 3-5.2 of the Zoning Ordinance shall be visibly posted and maintained inside the garage. Washing, detailing and repair work involving fluids or any hazardous materials are strictly prohibited in this district. ❖ Construction shall be in compliance with the approved site plan as prepared for Roger Roberts, #5 Trenton Street, Yarmouth, Ma (508)-648-5310, by Carmen E. Shay Environmental Services, Inc., dated Sept. 8, 2003, stamped and signed by Gilbert T. Joly, PE, and entitled Proposed New Garage Location and Parking of#113 Old Yarmouth Road, Hyannis, Ma. 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. ",_Sincerely, Robin C. Giangregorio Zoning&Site Plan Review Coordinator D" . p RJ w yft ,.' co .D Postage $ N Certified Fee $0.40 1 j O MReturnRecelpt Fee Postmark (Endorsement Required) $IA5 Here Restricted Delivery Fee r-9 (Endorsement Required) $0.00 ul fU Total Postage&Fees $ $4°64 09/228/2006 O Sent To O �` S`tieet,Apt o.; --------------------------------------------------- or PO Box No. ------------- City,State,ZIPf4 :rr ,i Certified Mail Provides:a A mailing receipt �`-_,a ear-ooaeunr,00aeuuodsd e A unique identifier for your maiipiece o A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt seance,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a The waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement'Restricted-Delivery o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. � r 3 UNITED STATF ( 02S, 2 • Sender: Please print your name, address, and ZIP+4 in this box • TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN ST. I HyANNIS,MA 02601 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECT,"JN ON DELIVERY 0 Complete items 1,2,and 3.Also complete 7z� item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse Addre see so that we can return the card to you. B. Recei d by(Printed Name) 0. D e of H s Attach this card to the back of the mailpiece, V6V6 or on the front if space permits. D. Is delivery address different from item ❑ s 1. Article Addressed to: If YES,enter delivery address below: ;5<No &cv� ' `�6Zlo 73 3. Se ice Type rtified Mail ❑ Express Mail ❑ Registered yam-Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes i 2. Article Number (transfer from service label) ;: 7 0,0 4.. 2 510. _0 0,0 2. 6,2 2,8. 2845. f , PS Form 3811,`August 2001 Domestic Return Receipt 102595-02-M-1540 ,, . . . i i� COMPLETE ■ Complete items 1,2,and 3.Also complete ignature item 4 if Restricted Delivery is desired. ❑Agent Print your name and address on the reverse AddE52 see so that we can return the card to you: B. Recei d by(Printed Name) D e of © ry ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item ❑ s 1. Article Addressed to: If YES,enter delivery address below: �<No (o � 3. Se ice Type ified Mail ❑ Express Mail ❑ Registered Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7004 2510 0002 6228 2849 (Transfer from service label) PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 w � o y o 4� ' UNITED STAT S • , ` ' �J2 . 2-9 SEP 2006 . PM • Sender: Please print your name, address, and ZIP+4 in this box • �I TOWN OF BARNS`T'ABLL BUILDING DIVISION 200 MAIN ST. HYANNIS>MA 02601 t llil.F'f117fi1lttlli!I IN; lfril.!11,1111.11 fifth,Ifffhrlf d!] I Barnstable Assessing Search Results Page 1 of 2 Home: Departments;Assessors Division: Property Assessment Search Results New Search � 1 New Interactive Maps >> u Owner: 2006 Assessed Values: :OLD :YARRILE,MOUTH AN11 ROAD Appraised Value Assessed Value rc�! ensio�n Building Value: $81,700 $81,700 344 /050/ Extra Features: $0 $0 Outbuildings: $21,400 $21,400 Mailing Address Land Value: $ 102,200 $ 102,200 ROBERTS, DARLENE Totals $205,300 $205,300 5 TRENTON ST C / h G C U--�, W YARMOUTH, MA.02673 `'��w', ( b Cr ern. --� vC&k181L. 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $ 19.91 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commei Hyannis FD Tax(Residential) $330.53 C.O.M.M.-All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Residentia) ®\ $663.81 Hyannis-Residential $1.61 $6.49 J� jv''Flyannis-Commercial $2.50 Other R; 6C W Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 U S 1j Total: $ 1,014.2* Sw j Construction Details T 6 V ,�v wilding �A e Property Sketch e Building value $81,700 erior Floors Carpet Style Ranch Int for Walls Drywall Model Residential Heat Fuel Oil v �( Grade Average Minus Heat Type Hot Water `tl^ Stories 1 Story AC Type None Exterior Walls Vinyl Siding Bedrooms 4 Bedrooms Roof Structure Gable/Hip Bathrooms 1 Full s,'Z �( >k a http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?- apparbac... 8/31/2006 Barnstable Assessing Search Results Page 2 of 2 r� Roof Cover Asph/F GIs/Crop living area 900 Replacement Cost $102155 Year Built 1950 Depreciation 20 Total Rooms 6 Rooms Land CODE 1010p 3 Lot Size(Acres) 0.14 Appraised Value $ 102,200 Assessed Value $ 102,200 ? View Interactive Maps > SalesHistory: Owner: Sale Date Book/Page: Sale Price: ROBERTS, DARLENE Aug 13 2003 12:OOAM 07458/105 $ 1 ROBERTS, RODGER E&DARLENE Aug 8 2003 12:OOAM 17430/318 $ 190,000 COURTEMANCHE, BRAD A Sep 15 1996 12:OOAM 10389308 $67,500 JONES, HELEN A Oct 15 1991 12:OOAM 7708/120 $ 1 JONES, HELEN A Sep 15 1991 12:OOAM 7680/082 $ 1 JONES, FREDERICK L 732/262 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FGR2 Garage-Avg 875 $21,400 $21,400 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area (Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story (Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mapparbac... 8/31/2006 iLTOWNOF BARNSTABLE BUILDING PERMIT APPLICATION Zfi ZA 9 ® 7.2 0 Map �f Parcel (�� Permit# Health Division q`g-A 3 ys Date Issued ° TU!V?' F �?,�RrY;�.,TABLE Conservation Division �° Application Fee Tax Collector o k " ft `— / ' -� j Permit Fee P 'qS, �O SEPTI!Ci 'SYSTEM MbST BE Treasurer �- _ 03. IN TALLE INV OM LIANA Planning Dept. U111N I S I O N VWTH TITLE 5 Date Definitive Plan Approved b Planning Board ENVIRONMENTAL CODE ANC Pp y g To VWI REGULA T1c)N; Historic-OKH Preservation/Hyannis Project Street Address Village Cn Owner Address Telephone . . n Permit Request 'T'o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District &Lv,� Flood Plain Groundwater Overlay Project Valuation ,� DOQ 40 Construction Type (Y\i;0AL QlQS, Lot Size a 6E Grandfathered: XYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: Full ('Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new ® 3 -Total Room Count(not including baths): existing new First Floor Room Count 4Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other f Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detac gars existing (Oew siz�Pool:❑existing ❑new size Barn:Cl existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing Cl new size Other: Zoning Board Is Authorization ❑ Appeal# Recorded❑ Commerci � e VNo If yes, site plan review# B-Z23 Current Use S" Q %� tc Proposed Use 0K eESh*.r.L_ c9 � UIL DER INFORMATION Name �tG °-lA � .5 Telephone Number —�C l© N � Address ST License# iJGST- Mtn Mtr'� wv-\ Home Improvement Contractor# IL Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 9 -3-03 4 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED l t AAF/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF I'NSPECTION:. - FOUNDATION FRAME l� `i'7 O fc t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING .. , DATE CLOSEAUT, , 4 ASSOCIATION PLAN NO. ' j . t1 ZHE Town of Barnstable y�?oYIp � . Regulatory Services LURE WLE, ' Thomas F.Geiler,DirectorMAM - 9 1659• ��� g Buildin Division �plfD MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which.are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type.of Work:- 3�IC��T(�2tey'��= Estimated Cos MQuID Address of Work: 3 ® O.f '�0� �- O•. t'1 ��� Owner's Name: o Q'✓ Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑lob Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. 1 SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Name' Registration No. Date' Contractor N � n�+o Owner's Name The Commonwea-Zth of Massachusetts ' Department of Industrial Accidents -- — =- = Office ofioVestfgatfoos _ t 600 Washington Street Boston,Mass. 02111 --�'" Workers' Com ensation Insurance Affidavit i name: U , location: C) ci f hone# I am a homeowner performing all work myself. rl I am a sole r rietor and have no one worldn in ca acitp rovidin workers' co ensation for my employees working on this job.:.:.::::: {::i}:}:}}:t{:::;.}: :,::: ;:r;ti: I am an em to :::::...::.::::::::•:::.:.:::. ::::::.::::::.r::::::::::::...:. e <:'•. `> �a+{ :�t�$t'E .. .:• ::. .:.:..., ... .:};}.:..::.,.; 1, •�•`tlII ell ::.;.i. 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I understand that a copy of this statement may be fonrarded to the Office of Investigations of the DIA for coverage verlficatlon I do hereby certify 'es 0 perj at the information provided above is tt i ct p and correct. D signature ate Print name `a✓ '�✓ y Phone# (S ,O official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department [I Licensing Board ❑Selectmea'a Office ❑checkif immediate response is required [JHealth Department contact person: phone#; ❑Other___,___ (m sed 9195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. G An employer is defined as an individual, partnership, association,'corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,Partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local Iicensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the pernrit or license is being requested., not the Department of Industrial Accidents. Should you have any questions regarding the"law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the Pe number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of lavestlgations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 { COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE r New s Buildin Additions $100.00 �GO O g � i Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= X.0061= STORAGE BUILDINGS ONLY a o Q 0 0 square feet X$32.00/sq. foot 000 X.0061 s Commprojcost r __ l The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 2 Please Print DATE: �� ✓'� 3 t (� JOB LOCATION: number street "HOMEOWNER': &0 �✓ O� name V -�— home phone# - •work phone# CURRENTY-MLINGADDRESS: 1 {� ' 1� ` city 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 work performed 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 B arrstable Building :Department minimum inspection proc and requirements and that he/she will comply with said cedures Signa a of meowner ' 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•Supm-Asor. The homeowner acting as Supervisor is ultimately responsible. Tn o., imp Vn%t thr.hnmenwner is fully aware of his/her responsibilities,many communities require,gas part of the permit .o-. ,. n 4�� l _ '�• A-C�.. ��, yr" -� � "� �� ,'�, 9" W t A 'y'sS•TV ik dz ,r Pill v a� }'`�a.:3:i ,v+��#4��; ''� °�d�," �"�g ,.r4� ;�"�.`'�` � # � x�-r s�ti`�•s�'�``��S awy,•_ .�.�.:: �',:` �„ Ac;,�'^ •.g .X.,,+�j'e,f.t.+,. � r �e _'y'�7"!�'�:��vti".� aM'y�r'$�'�"x 'rn.`tiff.s�-�;*f�� � �� � -,-.'°'. $+-'rv,:�^� m _`. � ., -' �' ,,�., '., . ;��t �Y� �'�y .�u• P #�.',fry ,� �$." m.,.T ,dt� ,�»w�i.'.•�f '- . , r - S x :h TV MON ini =��Zi� st '{i y,•.. S ` C�.�yL" �7.�� ^ r��^a,�tat ��,� fit. ",� -?y r' C'�1kC� x ��4•:L a '�j, 1.� j1 yyS �� - � y,,� 1��f�'�',. �{ram � V'�£d `� i _ .a � Wr•r,� :�I.v� .. at C iY..tYG.'.^ _. MOOR a y 1 r ;a "i I ,v t 3; a :,,' � t x �: �` :., 7 IG ����F� a ��"�r•.T.r'.:afY�i.��r�g�ir-��"ini i"'�1r err'sir+�.ae+er+>raw�a�..a�.a.w�r.�nrws. ��eiiti � � _ ME „ Wit q:jo� ff / A it'• :? '�C'�gv d', rJS: s ,,. � ' .a. � jr,�a,�.: �y"Ma... rr�,1 .2JO,., �i'44 . jot 77. ;'4 3 M Ifi�s r �y io: P ,mod ;se - 3c a 1 �.� .- � ,• ���..+..� Alt `i s '�.;� "` �i`�i. - i 4' :,r� T i•� r n...;. a f+ �%+ „: ,. t�.x. ..�#:�r {12�• �,: ? ' Rk y,;._y ..t ;> �z a -0;. _ •. >. 3 ..r-` w .ter^"'-;�,. 7;"q � T ANN" Alm �1�rw�,� .;.a. _^� � ,�''" .,* �'�' «� �:. ,.rR. .�• o '`�'�� .Yivr'v?�rc' .�r ,.:=�� ''d�t_-`�'�•;,y3.r., to ! �7777.�+��+ 1I �' �i1 / R�1lYtl�i 1l1�16IY17�! �Ask b"! as m�w r 1-0-5 WWAFAMr Ilu tA. wmmw L R� R � 5� r•�' R, 9•� ,k �: ^_-* .�."M f �'� s�+ � '„ r� *,.. �a w ..ems ": � � ��'-s;::`�? °" ;;qz �-.�''. �'+�w�^ ` Y .. _. �'7t:��, `Y � #.mat'._. „Sf„ s�' �• ,� �'�g 4J..fr� .�, e .. oFt�E r Town of Barnstable Regulatory Services t BAMWABMMASFL Thomas F.Geiler,Director. 9�'OrF163g'- A � Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 24, 2003 Roger Roberts 5 Trenton Street W Yarmouth,Ma 02673 Re: SPR 082-03 113 Old Yarmouth Rd,Hyannis (R344-050) Proposal: Construct commercial garage Dear Mr. Roberts; Please be advised that the aforementioned application was approved at the site plan review meeting on October 23, 2003 with the following conditions: ❖ A copy of all prohibited uses and materials as identified in the Ground Water Protection District Section 3-5.2 of t he Z oning O rdinance s hall b e v isibly p osted a nd in aintained inside the garage. Washing, detailing and repair work involving fluids or any hazardous materials are strictly prohibited in this district. ❖ Construction shall be in compliance with the approved site plan as prepared for Roger Roberts, #5 Trenton Street, Yarmouth, Ma (508)-648-5310, by Carmen E. Shay Environmental Services, Inc., dated Sept. 8, 2003, stamped and signed by Gilbert T. Joly, PE, and entitled Proposed New Garage Location and Parking of#113 Old Yarmouth Road, Hyannis, Ma. 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. cerely, Robin C. Giangregorio Zoning&Site Plan Review Coordinator tHE Town of Barnstable p t Regulatory Services Thomas F.Geiler,Director BARNSTABLE, = Building Division 9Qj i639. ,0� Tom Perry,Building Commissioner ArE p MA AI s 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 September 28,2006 Darlene Roberts 5 Trenton Drive West Yarmouth,Ma 02673 Re: Violation of Zoning Code Chapter 240 Section 61 (1)—Prohibited Signs Locus: Corner of Yarmouth&Old Yarmouth Rd&Old Yarmouth&Femdoc Rds Dear Ms.Roberts: Please be advise,-' that the real estate signs posted on your behalf for property yes?own at 113 Old Yarmouth Road violate the Barnstable Zoning Code under Chapter 240 Section 61 (l)— Prohibited signs You should also be aware that I placed violation stickers on the original sign located at the intersection of Yarmouth and Old Yarmouth Roads. As a result,Roger Roberts called me and we attempted to discuss the situation at the beginning of the month. He was argumentative and subsequently abusive as I was compelled to inform him that off-premises signs on public property is clearly prohibited under the aforementioned ordinance. In the ensuing days I have been simply removing the offending signs but I find them to be replaced without delay. So at this point,I am compelled to notify you that I will be forced to issue citations for each infraction if this activity does not cease. Because non-compliance is subject to fines of up to $300.00 per day per violation,we remain confident that you will take immediate action to remedy this situation. You may contact me directly at 508-862-4027 should you require clarification. erely, Robin C. Giangregorio Zoning Enforcement Officer JAComplaint Inv Reports�Roger Roberts Sign Letter.doe CERTIFIED MAIL 7004 2510 0002 6228 2849 ti. a p cw n- max,,. � �. a ., Kwi Sty , t ma � 1 r � ................... ...... ..... ........... ...... --- "PS OI 'AmIMI 'EE BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. OLYMPTA B UILDING SYSTEMS The structure under this contract has been designed and detailed for the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil DESIGN LOADING DRAWING INDEX or structural engineer. The manufacturer will assume no responsibility for any loads not indicated. This structure is de-signed utilizing the loads indicated and applied by the CS-1 Drawings Cover Sheet This manufactured building is designed with the manufacturer's standard design MASS 98 CS-2 Fastener Schedule' Fast n r h Ie practices which are based on pertinent procedures and recommendations of the following organizations and codes It is the contractor's responsibility to confirm that these loads E1 Anchor Bolt Plan y" —American Institute of Steel Construction "Specification for h design P y -Am the des - „ g comply with the requirements of the local building department. Anchor fabrication and erection of structural steel for buildings 9th edition. PYgE2Bolt Details & Notes ,- —American Iron and Steel Institute "Specification for the design of cold E3 Rigid Frame Elevation formed steel structural members" 1996 edition. Specific loads (See structural calculations and foundation reactions.) g R —American Welding Society "Structural Welding Code" AWS D1.1-98 Chapter 20 PSF Live Load E4 Sidewall Fra„Ming 2 relating to prequalified complete joint penetration groove welds and chapter E5 Endwall Framing LL Reduction Allowed ❑ Yes X No 8 part B relation to allowable stresses. - —Metal Building Manufacturers Association "Specification for the design 25 PSF Roof Snow Load E6 Roof Framing fabrication and erection of the structural system" most current edition. 90 MPH Wind Load Exposure C (If applicable) E7 Sidewall Sheeting Material properties of steel plate and sheet used in fabrication of E8 Endwall Sheeting primary rigid frames and all primary structural framing members (other than 2.2 PSF Dead Load (Metal Bldg. Weight — Purlins, Panels, Etc.) cold—formed sections) conform to ASTM A-529 or A-570 or A-572 all with a E9 Detail Drawings minimum yield point of 60 KSI. 0 PSF Collateral Load (Ceilings, Sprinklers, Etc.) E10 Detail Drawings Material properties of cold formed light gage steel members conform. to the 1 Use Category ( Iw= 1 I5= 1 ) requirements of ASTM A-570, with a minimum yield point, of 60 KSI. High strength bolts and their installation shall conform to ASTM specification SEISMIC DATA These Drawings are for : A-325 and are designed as bearing type connections with .threads included in the shear plane. Tightening of these bolts is recommended by the 1) Peak Velocity Related Acceleration, Av 0.10 ❑ Construction Turn—of—the—nut method, per "AISC Specification for Structural Joints." 2) Peak Acceleration, ?,a 0.10 El Not for Construction All primary structural members except bolts and fasteners shall receive one X Permit Only coat of Iron Oxide inhibitive primer. 3) Seismic Hazard Exposure Group = Group I ❑ Approval Shop and field inspections and associated fees are the responsibility of the 4) Seismic Performance Cateyory = C I—] Other contractor, unless stipulated otherwise. 5) Soil Profile Type = S4 Site Coeff =2.0 * Approval orders must be released CONTRACTOR RESPONSIBILITIES 6) Basic Structural System and Seismic Resisting System for fabrication within thirty (30) The contractor must secure all required approvals and permits from the Ordinary Moment Frame of Steel calendar days after the submittal appropriate agency as required. - drawings are issued or they will be 7) Frames: R = 4.5 Cd = 4.0 subject to any current price increases. Approval of the manufacturer's drawings and calculations indicate that the manufacturer has correctly interpreted and applied the requirements 8) Cables: R = 5.0 Cd = 4.5 Special attention should / given in of the contract drowin s and specifications. Sec. 4.2.1 AISC Code of 9 Analysis Procedure = Equivalent Lateral Force approving dimensions and/or details. 9 P ( ) Y q Pldeaatingr�OKrequested dimensions by Standard Practice, 9th edition.) Where discrepancies exist between the manufacturer's structural steel plans DSN: MQZ DWN•DLS REV: and the plans for other trades, the structural steel plans shall govern_. DRAWINGS COVER SHEET (Sec. 3.3 AISC Code' of Standard Practice, 9th edition.) F DET: CHK: REVISIONS Design considerations of any materials in the structure which are not NO. DATE _CUSTOMER furnished by the manufacturer, are the responsibility of the contractor and ROGER ROBERTS engineers other than the manufacturer's engineering, unless specifically indicated. The contractor is responsible for all erection of steel and associated work Engineering Seal p`tNOFm4s�� HYANNIS, MA ' in� compliance with.. the manufacturer's "For Construction" drawings. ��� °.ram This certification covers o� MINGQIA0 BARNSTABLE COUNTY Temporary supports, such as guys, braces, flashwork or other elements parts manufactured and " ZHU required for the erection will be determined and furnished and installed by delivered by the CIVIL 2 the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) manufacturer only, and No.45.131 0 LY M P IA BUILDING SYSTEMS excludes parts such as It is the contractors responsibility to apply or observe all pertinent safety doors, windows, foundation wfE�ISTEa�� � 400 ISLAND -AVE. rules and regulations, as per ,OSHA standards as applicable. design and erection of �aS�o�AL.Ea° McKEES ROCKS, PA The Contractor is responsible for the verification of all shipments received. the building. Any "external" damage or shortages must be noted on all copies of the bill SEP 2 2G03 of lading and one copy is to be retained for your records. Failure to do so SCALE: DATE: JOB NO: SHT. NO: will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! PROFESSIONAL ENGINEER INOT TO SCALE 8/26/03 5233 CS-1 Be advised that all shipments are via outside trucking companies and are signed for in good condition and completeness at the pick-up location by the driver. "No claim will be honored" unless the following procedures have been followed: EXTERNAL: At the delivery point the driver is required to provide you with a bill of lading which lists and illustrates all bulk items to be received. Any "external" damage or shortage must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. No exceptions! !! SPECIAL NOTE: Overhead doors and service doors are shipped in cardboard boxes. It is required that they be opened to insure that the trucker's chains have not damaged the edges. If so, it must be noted on the bill of lading. INTERNAL: Before the driver leaves, it is also required that you receive a Shipper Report (packing list) that specifies all internal quantities of individual parts. However, the Roof and Wall Sheeting must be counted prior to releasing the driver. Valid concealed shortages must be reported to the factory within 30 calendar days No exceptions! ! ! The driver does not have to be present for the internal inventory. PANEL RIB AS REQUIRED ON ONE HALF PANEL . ERECTION DRAWINGS I - INSIDE CLOSURE ROOF PANEL D ENDWALL TAPE SEALANT --- ROOF LINE CLOSURE BLANKET INSULATION ` (OPTIONAL) \ I PURLIN FLANGE \ EAVE FLASHING PURLIN TRIM DOUBLE SIDED TAPE INSULATION (BY OTHERS) (OPTIONAL) 14 FASTENERS SEALANT DOUBLE SIDED TAPE /-0 1 —O" O.C. (BY OTHERS) INSIDE CLOSURE INSTALLATION OF / WALL PANEL PURLIN FLANGE WALL PANEL THE FIRST ROOF PANEL EAVE PURLIN_l REVERSE "R" EAVE PURLIN REVERSE "R" (UNLESS NOTED ON DRAWINGS) , SECTION AT EAVE FASTENER SCHEDULE INTERMEDIATE �E PURLIN ROOF PANEL EAVE PURLIF_\ INSULATION ® INTERMEDIATE PURLIN # 14 FASTENERS OE EAVE DIE FORMED RIDGE PURLIN DIE FORMED RIDGE PURLIN O A CAP RAFTER SIDEWALL RIDGE CH f i EAVE PURLIN REVERSE "R" PANEL EAVE TRIM I PURLIN FLANGE r. INTERMEDIATE APE SEALANT �„ SIDEWALL GIRT i COLUMN RIDGE CAP TAPE SEALANT RIDGE PURLIN .�. \ INTERMEDIATE ... PURLIN `\ O RIDGE PURLIN E SEE BUILDING ERECTION DRAWINGS EAVE FOR ACTUAL DIMENSION. O PURLIN A B PURLIN oo EAVE URLIN INTERMEDIATE PURLIN GIRT O PURLIN O RAKE ANGLE00 © O INTERMEDIATE GIRT 00ENDWAL SIDEWALL RAFTER COLUMN DOOR AOO A SIDEWALL GIRT BASE ANGLE—/ HEADER 00 DOOR 00 JAMB BASE ANGLE C00 DOOR JAMB WINDOW JAMB WINDOW SILL BASE TRIM (OPTIONAL) n © 61 INTERMEDIATE GIRT OR DOOR HEADER , © K INSIDE CLOSURE DOOR HEADER FRAME OPENING TRIM ABLE TRIM HEAD TRIM: TR041 O JAMB TRIM: TR302 BASE TRIM CORNER TRIM C (2) TR302 do TR022 DETAIL: A # 14 SELF—TAPPING FASTENERS DETAIL: B # 14 SELF—TAPPING ROOF FASTENERS DETAIL: C 30" O.C. AT SIDE, LAP 30" O.C. AT SIDE LAP # 12 SELF—DRILL FASTENERS # 12 SELF—DRILL ROOF FASTENERS ©STITCH FASTENER T T T T T T T T T T #14x7/8" V-6" ON CENTER DETAIL: D # 14 SELF—TAPPING ROOF FASTENERS DETAIL: E # 14 SELF—TAPPING ROOF .FASTENERS DATE: 30 O.C. AT SIDE LAP 30" O.C. AT SIDE LAP 10/8/01 # 12 SELF—DRILL ROOF FASTENERS # 12 SELF—DRILL ROOF FASTENERS DWG NO: CS - 2R o Dia= 3/4" 1 35'-0" OUT-TO-OUT OF STEEL 3 2 17'-6" 17'-6" N �• I I 0 X—Bracing 00� n 0 C o0 A 0 H � E o I in U 0 B D F U J I W w Cn O 0 O O O v E I p o I o H X N !ED - !- O Q o I o v I I in N 0 DL m l�B 0D o � I U) Ln E L A 0—F0 C °1 0 00 0 Q Q X—Bracing iv 00 1 I 17'-6" 17'-6" 1 2 3 BASE NOTCH DETAIL � STEEL ANCHOR BOLT PLAN REQUIRED WHEN BASE TRIM LINE NOTE: All Base Plates ® 100'-0" (U.N.) IS NOT ORDERED. F.F. OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS BASE FOUNDATION NOTCH City:McKEES ROCKS State:PA City:HYANNIS State:MA WILL REQUIRE THE PERIMETER Designer:MQZ Date: 8 26 03 Drafter:DLS Date: 8/28/03 OF THE FOUNDATION TO BE �' ',. ."' 9 / / 1 1/2" WIDER THAN SHOWN. Detailer: Date: Office: Job No.: SECTION AT SHEETING NOTCH Checker: Date: Office: 5233 (SEE DETAIL TO THE RIGHT.) (TYPICAL EXCEPT AT FRAMED OPENINGS) ANCHOR BOLT PLAN Sht. E1 of 10 Dia= 3/4" 'A01� Dia= 3/4" �o NOTES FOR REACTIONS Q Q (n 3' 3' 9 e 1 4" �o '0 COLUMN LINE Building reactions are based on the following building data: r Width (ft) = 25.0 O Length (ft) = 35.0 as O O 2 1/2" Eave Height (ft) = 16.0 16.0 4„ 1 O Roof Slope rise/12 ) = 3.0/3.0 2 3 4' Dead Load �psf ) 2.2 J EW EW L J / Collateral Load ( sf ) = 0.0 �--�- -I Live Load (psf = 2 .0 Snow Load ( sf ) 25.0 „� 2 2» Wind Speed mph ) = 90.0 Wind Code = MSC 93 g See Plan Exposure = C DETAIL A DETAIL D Closed/Open = C Importance - Wind = 1.00 Dia= 3/4" Aar Dia= 3/4' 8" Importance - Seismic = 1.00 - �---{ Seismic Coeff (Aa) = 0.12 I I I )1 I I H H `90 T Id Description -- -------------------- IV IV j O 1 0 4" 1 DL+CO+LL FRAME LINE 2 0.67DL+WL1 00 E-ol 010 4" 3 0.67DL+WR1 14" _ I _ 4 0.67DL+WL2 RIGID FRAME: ANCHOR BOLTS & BASE PLATES 5 0.67DL+WR2 EW J I I I g„ 6 DL+CO+LL/2+WL2 ---------------------------------- SW 2" 2" 7 DL+CO+LL/2+WR2 Firm Col Anc. Bolt Base Plate (in) Grout 8 DL+CO+LL+WL1/2 Line Line NoD(in) Wid Len Thk (in) 2" 2' 9 DL+CO+LL+WR1/2 -=---------------------------- See Plan See Plan 10 DL+WRI+WS 2 D 4 0.750 8.000 13.00 0.500 0.0 11 DL+WP 2 A 4 0.750 8.000 13.00 0.500 0.0 DETAIL B DETAIL E 12 DL+CO+LL/2 13 DL+WLI+WS Dia= 3/4" 1�1 14 DL+LL/2+WL2+WS a1� 15 DL+LL/2+WR2+WS O"r RIGID FRAME: BASIC COLUMN REACTIONS (k ) .0 I I O Frame Column ----Dead---- -Collateral- ----Live--- --Wind-L1--- --Wind_R1--- --Wind_L2-- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert i GENERAL NOTES 2 D 0.13 0.95 0.00 0.00 1.18 6.84 -5.87 -3.67 3.64 3.09 -4.70 -7.97 - T - 2 A -0.13 0.95 0.00 0.00 -1.18 6.84 -3.64 3.09 5.87 -3.67 -3.94 -0.64 01 O 1. FOUNDATION DESIGN AND CONSTRUCTION ARE Frame Column --Wind_R2--- -Seismic-L-- . -Seismic_R-- --LnWind_L-- --LnWind_R-- 00 1 4" NOT THE RESPONSIBILITY OF THE BUILDING Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert t` - � _ EW MANUFACTURER. 2 D 3.94 -0.64 -0.38 -0.50 0.38 0.50 0.00 -1.89 0.00 -1.89 2 A 4.70 -7.97 -0.38 0.50 0.38 -0.50 0.00 -1.89 0.00 -1.89 2. THE BUILDING REACTION DATA, REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE 2"I 2" FOUNDATION. 1 -2-2 --I 3. COLUMN BASE PLATES ARE DESIGNED NOT TO ENDWALL COLUMN REACTIONS(k DETAIL C EXCEED A BEARING PRESSURE OF 1050 Dia= 1/2" POUNDS PER SQUARE INCH. MAXIMUM VERTICAL DL+CO+LL = 3.1 MAXIMUM VERTICAL DL+WL = -3.2 I I I I 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR MAXIMUM HORIZONTAL DL+WL = 1.2 EQUAL IN ORDER TO CONFORM TO THE BUILDING MANUFACTURER. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE BRACING REACTIONS, PANEL SHEAR r � � -1AISC MANUAL OF STEEL CONSTRUCTION. 2 1/2" 101 I 1L 2 1/2�� 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, oa o� ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE f Reactions (k ) Panel 2 3/4" 1I I 2 3/4" TO BE DESIGNED BY OTHERS. ---Wall-- Col --Wind----Seismic- Shear L J L J Loc Line Line Harz Vert Harz Vert (lb/ft) ----------------------------- ------ 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE L_EW 1 C 1.4 1.8 0.3 0.3 FINISHED SURFACE TO BE 3" UNLESS OTHERWISE ' NOTED BY FOUNDATION DESIGNER. B 1.4 1.8 0.3 0.3 2' 2' F_SW A 2 ,3 2.3 1.9 0.5 0.4 3'-4" 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO _SW 3 111 A TOLERANCE OF +/- 1/8" IN ELEVATION B_SW D 2 ,1 2.3 1.9 0.5 0.4 DETAIL AT FIELD LOCATED FRAMED OPENING AND LOCATION. Dia= 1/2" 8. IF THIS PROJECT HAS BYPASS GIRTS, IT WILL I I II �� REQUIRE THE SIDEWALL COLUMN BASES TO BE.3" REQUIRE SET BACK FROM SIDEWALL STEEL LINE BY THE DEPTH OF THE GIRT SYSTEM (8' or 10"). THIS MAY REQUIRE THE SIDEWALL FOOTINGS r F TO INCREASE IN DEPTH. 2 1/2" M1 1� AND PANEL/TRIM ITEMS MAY BE NECESSARY TO 2 3/4" 2 3/4" ENSURE PROPER FIT. SUCH WORK IS CONSIDERED OLYMPIA BUILDING SYSTEMS Customer. ROGER ROBERTS L- L_ J A NORMAL PART OF METAL BUILDING ERECTION. Cit :McKEES ROCKS State:PA City:HYANNIS State:MA WE WILL NOT HONOR BACKCHARGES FOR MINOR Y tY FIELD WORK. Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/28/03 2" FIELD LOCATED 2" Detailer: Date: Office: Job No.: WINDOW WIDTH Checker: Date: Office: J233 DETAIL AT FIELD LOCATED WINDOW OPENING ANCHOR BOLT DETAILS & NOTES Sht. E2 of 10 SPLICE BOLTS MEMBER SIZE TABLE (in) Splice Top Of Plate Bottom Of Plate WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Qnt Typ Dia Len Qnt Typ Dia Len PIECE START END THICK LENGTH W x T x LEN W x T x LEN Sp— 1, 4 A325 0.625 2.00 4 A325 0.625 2.00 RF1-1 12.0/14.0 0.135 15'-7 1/2" 5 x 3/16" x 15-5 1/16" 5 x 3/16" x 14'-2 3/16" Sp— 2 4 - A325 0.625 2.00 4 A325 0.625 2.00 5 x 3/16" x 1'-6 3/8" RC RF1-2 14.0 12.0 0.135 11'-2 11 16" 5 x 3/16" x 11'-2 11 16" 5 x 3/16" x 10'-11 11 16" OFLANGE BRACES: Both Sides(U.N.) FBxxB(1): xx=length(in), (1)=one side B — L2X2X1/8 7 —0" 2'-8 �p�otn R Go\vo\�me 11 9�16 3 SP 26 Go p8 SPA g'— � 3•�17 3 Fg22�58�1�FB22.TSB 9/1g.. —00 12 EBQ 1) co Fg 4&(') 3 2 i N � o I I I I� N N �I I I I I I I 00I 0 Of cD I I N I W N I I I m NDI� Ln + '�U + of �IaN m cD '0 af m V I Iw Iw �i; CD I I I� �I I I I I . I I rn 8" 1'-2 3/8" 21'-3 1 4" 1'-2 3 8" 8" CLEAR + — 25'-0" OUT—TO—OUT OF STEEL RIGID FRAME ELEVATION A FOR FRAME LINE 2 OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS GENERAL NOTES: City:McKEES ROCKS State:PA City:HYANNIS State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/28/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5233 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. RIGID FRAME ELEVATION sht. E3 of 10 MEMBER TABLE FRAME LINE A & D MARK PART LENGTH E-1 8x30E16 17 —5 1 4 E-2 8x30E16 17'-5 1/4" G-4 8x25Z16 18'-5 1/2" G-5 8x25Z16 18 -5 1/2" CB-2 0.25_CBL 19'-11" CB-3 0.25_CBL 20'-5" 1 35'-0" OUT—TO—OUT OF STEEL 3 3 35'-0" OUT—TO—OUT OF STEEL 1 2 2 17'-6 17'-6" - 17'-6" 17'-6" E-1 2 E-2 E-1 2 E-2 Q Q o G-4 G-5 G-4 G-5 I I in LO O O G-4 G-5 _ G-4 H1 G-5 iD .`L C6 �ti C'B rn H1 G0 G-5 G-4 G-4 G-5 BA BA M — — — — — — — — — — — — I — — — — — — — — — — — — — — H — — — — — — — — — — — — — — I — — — — — — — — — — — — — — H EC-3 RF1-1 EC-1 EC-3 RF1-1 EC-1 GIRT �'_o" GIRT �'_o" LAPS I1'-0" LAPS I�._o" SIDEWALL FRAMING: FRAME LINE A SIDEWALL FRAMING: FRAME LINE D 7'-6' GIRT J@ 7'-6' GIRT L9 CL0201 o FCL020 —CLO201 j CL025 CLO25 FCL020 CLO25 CL025 DH— K8 CL025 CL025 ca ca 3'-9' GIRT 3'-9' GIRT 3'-9' GIRT r 2 G IRT E6 CL020 0CL04i FCL020 6 BA CL002J LCL002 2 WIDTH I- 3'-4- �— OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS GENERAL NOTES: FRAMING REQ'D, FOR 3'x3' FRAMED FRAMING REQ'D. FOR 3'x7' FRAMED City:McKEES ROCKS State:PA City:OPENING FOR WINDOW OPENING FOR WALKDOOR Y Y State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY (2 REQ'D.) (2 REQ'D.) Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/28/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5233 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL FRAMING Sht. E4 of 10 BOLT TABLE: FRAME LINE 1 & 3 LOCATION QUAN TYPE DIA LEN ER-1—ER-2 4 A325 1 2 1 3/4- ER-3—ER-4 4 A325 1/2" 1 3/4" Columns 10 A325 1 2" 1 3/4- MEMBER TABLE FRAME LINE 1 & 3 MARK PART LENGTH EC-1 W8531 14 —7 15 16 EC-2 8x25C16 15'-11 15/16" EC-3 8x25C16 14'-6 7/16" EC-4 8x25C16 15 -11 15/16" ER-1 1 Ox25C15 12'-8" ER-2 1 Ox25C15 12'-8" ER-3 1 Ox25C15 12'-8" ER-4 1 Ox25C15 12'-8" D A A p DH-1 8x25C16 11 -11 1/2" 25'-0" OUT—TO—OUT OF STEEL 25'-0" OUT—TO—OUT OF STEEL G-1 8x25Z16 4'-7" C B g C G-2 8x25Z16 11'-11" " 6'-6" 12'-0" 6'-6" 6'-6" 12'-0" 6'-6" G-3 8x25Z16 5'-1CB-1 0.25 CBL 17'-5" FLANGE BRACE TABLE Q3" RA q 3"� Q3" RA 4 3"� F629.712'-5 FRAME LINE 1 & 3 12 © 12 12 s 12 DID LENGTH 3H 4 Al � � ER 1 i ERC2 ER 3 Al� I3t CRC4 CONNECTION PLATES _ FRAME LINE: 1 & 3 / DID PART 16 � � � z Is � � � ©p 2 � 1 M MARKARK Q 2 CL083 1 zO of of z ' ® s i 3 CL003 M 5p� G-1 G-2 G-3 Isp sp� G-1 DH-1 M1 G-3 Is❑ 5 CL050 of a ®® a a �® of ® ® ® ® l0 6 CL123 7 CL123 I I I I 8 CL025 9 CL027 1 I 10 CL244 in I in LO I "' 5❑� G-1 G-2 G-3 �O p� I . G-1 o G-3 15p 9❑I 4 ® 4 4 ® 4 I® 9❑I i® � I ® ® I® III � —L� ��> spy G-1 G-2 G-3 sp spy G-1 G-3 sp s❑I a ® a a ® ® I® DI Gl ® a it 1® 3 Et I rn rn I I o) r7 r7 ' 3 E ' BA ® Q ® I BA E1 I 3CJ73O- - - - - - - - - - - �C3❑ - - - - � 3O I - - - - 0j - - - - - - - - - - -CO - - - - p7 3O — — — — — L EC-1 EC-2 EC-2 EC-3 EC-1 EC-4 EC-4 EC-3 ENDWALL FRAMING: FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 3 CABLE NOTES: FIELD SLOT GIRTS FOR CABLE TO PASS—THRU. OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS GENERAL NOTES: City:McKEES ROCKS I State:PA City:HYANNIS State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/28/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5233 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL FRAMING Sht. ES of 10 MEMBER TABLE MARK PART LENGTH P-1 8x25Z16 18 —5 1/2 1 3 P-2 8x25Z16 18'-5 1/2, 35'-0" OUT—TO—OUT OF STEEL E-1 8x3OE16 17'-5 1/2" 2 E-2 8x3OE16 17'-5 1/2" 17'-6" 17'-6" CB-4 0.25—CBL 18'-9' CB-5 0.25 CBL 19'-2" CONNECTION PLATES E-2 RF1-1 E_1 FRAME LINE 3 ::::i— D 7-1 O DID MARK PART I I I Q2 I I I 1 1 cL244 I I I I I I I I I I I I I I I I I I Q I P-1 (Typ) I P-2 (Typ) Q00 Of „ V) I I I I I I iv I I ' 012 x 3/4 #12 x 3/4RF1-2 TEK3 SCREW TEK3SCRE WoOOf BANDING BAND ING RC RIGID FRAME RATER in 2 P-2 (Typ) =1 I A ANTI-ROLL BANDING DETAIL P-1 (Typ) (12) TEK3 SCREW BANDING I F - - Of I I I I I I N N �a I I I I I I �a I>o� o :3v I I I I I I tv I I I RF1-2 I ANTI-ROLL BANDING DETAIL I I I ZRF1—l 0E-1 E-2 PURLIN 1'-0' ROOF LAP ---�-0„ Strapping SHEETING ROOF FRAMING PLAN (1 1/2" x 26ca. Typ.) PANELS: 26 Go. PBR Galvalume/Plain OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS GENERAL NOTES: City:McKEES ROCKS State:PA City:HYANNIS Stote:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/29/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5233 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ROOF FRAMING Sht. E6 of 10 TR10❑0 TRO60 TR1000 TR1000 TR060 TR1000 TR041 @ 3'-7' I I (U N I I ch E r� O I o O N I I I I I I I I L I - - ^ - - ^ 04 j I cD iD c0 cp cD c0 c0 cD cp cD cpl c0 Of cD c0 to w c0 cD c0 10 cD c0 (0I c0 Ckf O Trim_7 I I a rim_39 I rim_39 TRIM DETAIL LAYOUT M I I FOR 3'x7' WALKDOOR X REQ'D > �{ LAP LAP SIDEWALL SHEETING & TRIM: FRAME LINE A SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Ga. R — Slate Gray PANELS: 26 Ga. R — Slate Gray OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS GENERAL NOTES: City:McKEES ROCKS State:PA City:HYANNIS State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/29/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5233 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL SHEETING Sht. E7 of 10 DECAL DECAL TR101 0 TR101 to IRp80 O TRpgp E jR0g0 TRpgp E I I o I^I o I I I I I I I TR041 � I ICN I I E o ICI o o I I o I I r I f l I I I 0 0 Trim_1 I I ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL SHEETING & TRIM: FRAME LINE 3 PANELS: 26 Ga. R — Slate Gray PANELS: 26 Ga. R — Slate Gray OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS GENERAL NOTES: City:McKEES ROCKS State:PA City:HYANNIS State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/29/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5233 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL SHEETING Sht. E8 of 10 (2> i112 X 1 1/4-71'-10 1/2' PURLIN CL753 2" W/8" PURLIN IF RIN 4" W 10" PURLIN SIDEWALL GIRT S.D.S. ( ) 1/2'0 X 1 1/4' SIDEWALL GIRT RA PURLIN A307 BOLTS - - - - - - - - - - - - - - 1/2"0 x 1 1/4" 4" (TYP.)(U.N.) rO -01 A307 BOLTS CL020 I I I 2' W/ 8' GIRT c I I I 2' W/ 8' GIRT (TYP.)(U.N.) 2' 4' I 4' W/ 10' GIRT o I I 1/2.0 X 1 1/4' 2" 2' W/8' GIRT ENDWALL COLUMN 2' I 4' 4' W/ 10' GIRT \ I II 3 C-L153 I I A307 BOLTS - _ - _ __ - 4' W/10' GIRT I II 3 3 3 (IF REO'D.) I O I 0 (TYPJ(U.N.) CL020 I I I CL020 iu v I I I w - - - - - - - - - - CL020 YMN ENDWALL - - - - - - - - W/8' GIRT RAFTER O O O CL021W/10' GIRT4'CL083 <FS) O O O 0FLANGBRACE BEYOND 6) 1/2"0 x 1 3/4" � iv(IF REQ'D.) ENDWALL RAFTER IL CL027 CL020A325 BOLTS110 ENDWALL GIRT CORNER COLU 1/2'0 X 1 1/4' (6) 1/2'0 X 1 3/4' ENDWALL GIRTA307 BOLTSIIA325 BOLTS CL083 CL0817 1/2'0 X 1 1/A307 BOLTSCL050 CORNER COLUMN (TYP.)(U.N.) II 0 II ENDWALL COLUMN CLO50 (TYP.)(U.N.) ENDWALL GIRT (SINGLE CEE, DOUBLE CEE, ENDWALL COLUMN ENDWALL GIR 2' OR WELDED MEMBER) (SINGLE CEE, DOUBLE CEE OR WELDED MEMBER) Al COLUMN TO ENDWALL RAFTER (BD ENDWALL COLUMN TO ENDWALL RAFTER C1 ENDWALL COLUMN GIRT CONNECTION D1 CORNER COLUMN GIRT C❑NNECTION D3 CORNER COLUMN GIRT C❑NNECTION PURLIN 1/2'0 X 1 1/4' DOOR JAMB CL002 DOOR JAMB CL001 A307 BOLTS CORNER COLUMN ENDWALL COLUMN (TYP.)(U.N.) ANCHOR BOLTS BASE PLATE CL122 W/8' RAFTER J C4) 1/2'0 x 1 3/4' K//_ (2) 1/2'0 (2) 3/4'0 a A325 BOLTS ANCHOR BOLTS ANCHOR BOLTS w CL003 (N.S. & F.S.) v 2 1/2' (2) 1/2'0 x 1 1/4' 2 1/2' (2) 1/2'0 x 1 1/4' _ _ _ (2) 3/4 A307 FIN NECK BOLTS A307 FIN NECK BOLTS 1 I 0 _ CL153 _ '0 2 3/4' 2 3/4' (IF REQ'DJ 0 1 I ANCHOR BOLTS 4' ve STEEL LINE L ENDWALL . 2' 2y =- - - - _2' 2' ENDWALL RAFTER (4) 1/2'0 X 1 3/4' r 8. A325 BOLTS Y E1 CORNER COLUMN BASE SECTION E3 ENDWALL COLUMN BASE SECTION E6 D❑❑R JAMB BASE SECTION E7 DOOR JAMB BASE SECTION F4 ENDWALL RAFTER PEAK C❑NNECTION SEE ROOF PLAN SEE ROOF PLAN EAVE STRUT EAVE STRUT FLANGE SEE FRAME CROS RIGID FRAM BRACE (1) 1/2'0 X 1 3/4' SECTION FOR BOLT 1/2'0 x 1 1/4'A 2' W/ 8' PURLIN COLUMN (IF REQ'D.) A325 BOLTS SIZE AND QUANTITY 4' W/ 10' PURLIN A307 BOLTS T 2' W/ 8' GIRT (TYP.) (U.N.) I EAVE STRU 1/2' GIRT 4' W/ 10' GIRT ENDWALL (TYP•) RAFTER - 0 I o 0 I - - - - - - - - - - - - — I O ol0 0 - - 0 - - - -0 I O — — 00 —0— a - - - — - - - — 1 I — fu - - - - - - - - - PURLI iu _ 1/2'0 x l 1/4' I I I (6) 1/2'0 X 1 3/4' (2) I/2'0 X 1 3/4' (2) 1/2'0 X 1 3/4 A307 BOLTS CL083 A325 BOLTS A325 BOLTS A325 BOLTS BRACE FLANGE (TYPJ (U.N.) II -CL081 RIGID FRAME CIF REQ'D.) RIGID FRAME RAFTER I SEE SIDEWALL ELEV�_SEE SIDEWALL ELE4 GIRT DEPTH I RIGID FRAM 1 COLUMN RIGID FRAME CORNER COLUMN RAFTER COLUMN G1 FLANGE BRACE AT PURLIN LAP H1 FLANGE BRACE AT GIRT LAP 16 CORNER COLUMN TO ENDWALL RAFTER J2 EAVE STRUT TO RIGID FRAME J2S EAVE STRUT TO RIGID FRAME OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS City:McKEES ROCKS State:PA City:HYANNIS State:MA Designer:MOZ Date: 8/26/03 Drafter:DLS Date: 8/29/03 Detailer: Date: Office: Job No.: Checker: Date: Office: 5233 DETAIL DRAWINGS Sht. E9 of 10 WALL GIRT CL025 FIELD LOCATE & DRILL ' 1/2'0 x 1 1/4' FIELD CUT FLANGE 9/16'0 HOLES AS REQ'D 1/2'0 x 1 1/4' CL025 A307 BOLTS AROUND DOOR HEADER A307 BOLTS COLUMN DR (TYP.)(U.N.) 7'-6' GIRT (TYP.)(U.N.) RAFTER WEB CL244 — — — — I CLO25 (IF REQ'D.) CABLE — — — — — I HILLSIDE 1/2'0 x 1 1/4' ................•--------- WASHER A307 BOLTS — — — — — STRAND GRIP FLAT (TYPJ(U.N.) WINDOW HEADER CL025 I WASHER 1/4' I 1/2'0 x l 1/4' 11/4• EYEBOLT WINDOW SILL (4) 1/2'0 x 1 1/4' GAP CL020 1/4' A307 FINNECK BOLTS — — — — — A307 BOLTS GAP DOOR HEADER (2) 1/2'0 x 1 1/4' I GAP / (TYP.)(U.N.) A307 FIN NECK I WINDOW JAMB WINDOW I DOOR HEADER J/// A3 FIN2'0 x 1 1/4' NUT DOOR JAMB I A307 FIN NECK SLOT IN WEB TO INSERT BOLTS I JAMB I I I BOLTS HILLSIDE WASHER (2) 1/2'0 x 1 1/4 I CL020 AND EYEBOLT A307 FIN NECK AIL BOLTS DOOR JAMB I K8 WINDOW SILL TO WINDOW JAMB LB WIND❑W JAMB TO WALL GIRT L9 DOOR JAMB & HEADER T❑ WALL GIRT MI HEADER TO DOOR JAMB Q2 DIAGONAL CABLE BRACE CONNECTION _ #12 X 1 1/4' S.D.S. _ (1'-6' D.C.) #12 X 1 1/4' S.D.S. I INSIDE CLOSUR (SS) I w/ ROPE SEAL ON ROOF PANEL DOOR JAMB TOP OF CLOSURE I I STRAND WALL PANEL I BASE ANGLE GRIP CL247 HILLSIDE I _ TR042 @ 8' JAMB I WALL PANEL 1 1/2' — WASHER #12 X 1 1/4' WALL PANE TR043 @ 10' JAMB HEADER I _ — CABLE S.D.S. I FOUNDATION (IF REQ'D) I TRIM TR06 — — _ INSIDE CLOSUR I (BY OTHERS) I #12 X 1 1/4 #12 X 1 1/4' 'IF REQ'D) S.D.S. I S.D.S. EYEBOLT TRIM TR040 (1'-6' O.C.) I #14 X 7/8' S.D.S. #12 X 1 1/4' S.D.S. NUT �� #12 X 1 1/4' S.D.S. (1'-0' O.C.) COLUMN FLAT 'a INSIDE WASHER \ n CLOSURE ` TR001 TR042 @ 8' HEADER TRIM TR041 OUTSIDE CLOSURE `EAVE STRUT (IF REQ'D) TR043 @ 10' HEADER I BY OTHERS, MUST BE ADEQUATE (IF REQ'D) WALL PANEL OPTIONAL • TO SAFELY RESIST THE LOADS SHEETING NOTCH (SEE DETAIL ON 1 1/2' IN THE REACTION REPORT SHEET EV (IF APPLICABLE) - Q3 DIAGONAL CABLE BRACE CONNECTI❑N T3 BASE TRIM SECTI❑N Trirn_1 DOOR JAMB TRIM Trlrn_2 HEADER TRIM TRIM_14 EAVE TRIM SECTION #12 X 1 1/JE ' #14 X 7/8' S.D.S. <SS) ROOF PANEL RAKE ANG (1'-6' D.C.) TR080 RIDGE CAP _ TRIM TROSROPE SEAL ENDWAL I TR060 ROOF PANEL PANEL - - - - - - 7 _ OUTSIDE CI I I � I I I I I L — — — — — — — - CORNER #14 X 7/8' S.D.S. #14 X 7/8I TRIM TRO20 Cl'-6' D.C." TR101 (1'-0' O.C.) #12 X 1 1/4' S.D.S. TR100 TR080 DECAL WALL PANEL ENDWALL , SIDEWALL SIDEWALL PANEL PANEL PANEL TR020 i Tri _35 RAKE TRIM SECTION Trirn_39 CORNER TRIM SECTION BUILDING CORNER DETAIL PEAK DETAIL OLYMPIA BUILDING SYSTEMS Customer: ROGER ROBERTS City:McKEES ROCKS State:PA City:HYANNIS State:MA Designer:MQZ Date: 8/26/03 Drafter:DLS Date: 8/29/03 Detailer: Date: Office: Job No.: Checker: Date: Office: 5233 DETAIL DRAWINGS Sht. E1O of 10