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8630_SITE PLAN - 250 M ST. EXT..pdf'l~2D - 5dt ()to(\- J5CJ ~ 0\-. Ex. \-. ·f Town of Agawam 36 Main Street Agawam, Massachusetts 0H)Ol-1837 . Tel. 413-786-0400 Fax 413-786-9927 April 16,2010 Springfield Water & Sewer Commission . 250 M Street Agawam, MA 01001 To Whom It May Concern: '--. At its duly called meeting held on April 15, 2010, the Agawam Planning Board approved ~ Sitf. Plan entitled "Springfield Regional WWTF, Truck Loading Building Permit, Agawa..'!1, _ Massacll\l.setts", prepared by Tighe & Bond and dated2-18-1 0 (P .E. Stamp date) with the " r;~ condition that all professional staff comments be addressed. ;:;:: [[you have any questions, please contact thi s office at 786-0400, extension 283. Sincerely, Travis P. Ward, Chairman AGA W AM PLANNING BOARD TPW/DSD:prk cc: Tighe &-Bond,ZBA, Building Insp., Eng.Dept., Town Clerk, File , • • AGAWAM OFFICE OF PLANNING & COMMUNI1Y DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: April 14. 2010 DATE RECEIVED: March 19.2010 DISTRIBUTION DATE: March 22. 2010 PLANNING BOARD MEETING DATE: April 15, 2010 APPLICANT INFORMATION 1. Name of Business: Springfield Regional Wastewater Treatment Facility c/o United Water Springfield Address: 180 M. Street Extension, Agawam 2. Owner: Springfield Water and Sewer Commission Address: 250 M. Street. Agawam, MA Telephone: 787-6256 Fax: 787-6269 3. Engineer: Tighe & Bond. Inc.. Todd Brown Address: 53 Southampton Rd .. Westfield, MA 01085 Telephone: 572-3264 Fax: 562-5317 PLAN REVIEW Scale: 1" = 50' Date: February 18. 2010 (Engineer stamp) Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): Address should be provided on plan. Description of Project: Proposed construction of a garage to enclose sludge loading operations. Site Plan Review Page 2 • • Description of Site: Site is located on the east side of the Springfield Waste Water Treatment Facility. It appears that the site is currently paved. A Filing will not be necessary with the Agawam Conservation Commission. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: N.A. Sign Location: Unchanged. Exterior Lighting: Not provided. Rendering or Elevations: Not provided. Dumpster Location: N.A. Other Comments or Concerns: .' • • 04/01/2010 12 :59 FAX 4138210631 To: CC: From: nate: Subject: Planning Board File • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawaln, MA 01001 Tel (413) 821 0600 • FaJ: (413) 821 0631 Aathoay M. Sylvia, P. E. • Superinteadeat MEMORANDUM Engineering Department March 31, 2010 Site Plan -Springfield Water & Sewer Comm. -250 M St. Ext. ~ 003/003 Per your request received March 23, 2010, we reviewed the Site Plan entitled, "Springfield Water & Sewer Comm., 250 Main Street Ext., Agawam, MA; Prepared for Springfield Regional Wastewater Treatment Facility on 180 Main Street Ext., Agawam, MA; Prepared by: Tighe & Bond, Inc, 53 Southampton Rd, Westfield, MA; nate 2-18-2010" and we have no comment at this time. If you have any questions please do not hesitate to contact this division. Sincecely, ~·e~ Vladimir Caceres ~CL Michelle C. Chase, P.E. Civil Engineer I Town Engineer • • Memorandum To: Deborah S. Dachos, Director Office of Planning & Community Development CC: Chief Robert Campbell From: Sergeant Richard Niles Subject: Site Plan -Springfield Water & Sewer Comm. -250 M Street Date: March 19,2010 This project would appear to have little negative impact to pedestrian, bicycle, and or motor vehicle traffic safety. Respectfully Submitted ~)tq~ Sergeant Richard Niles Safety Officer Agawam Police Department Re~v.e & ~pp ed by ~~ ~ Lt. ric Gilli nRIGINAL • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept. ADA Commission FROM: Planning Board V7 SUBJECT: Site Plan -Springfield Water & Sewer Comm. -250 M St. Ext. DATE: March 22, 2010 Pl ease review and comment on the attached Site Plan for a hew truck lo ading. building by the Springfield Water & Sewer Commission at 250 M Street Ext. This item will appear on the Team Meeting agenda of April13'b and Planning Board agenda of ApriJ.l5'h. Thank you .. DSD:prk FROM Ti ghe&Bond 4 1 3 -562 -53~ 03 22 2010 AGA W.~I PLANNING BOARD FormD Application for Site Plan Approval Please complete the fQUowing fQrm and return it and 10 copies of the Site Plsn to: Agawam Bujlding D~p .. rtment 1000 Suffield Street Agawam, MA 01001 P002 L Name of Business SDrinaftelA KeG ;QV'lt:t1 iJt.i.d~t,.)a..te,T ro(J-If\~+ 'Fa.c:I:iy do () ;;:~-6lt::Jo...~r", ~0~+-id ~ . Address 'Be H" sir~+ t:::rd: I A.y;.~ .. Telephone 132-"50 t 'Fax'-_----!'7~'3~z=_-.,.!.7..:::0:.-1LLI _____ -_ 2. ,Name of ApplicanVOwner Spci O';j.QeIJ 'tJa.i<!.c .t . s",c.)er C:."", ... lSS~.",- Addrcss. ______ ..:::z;.::E)l)'--....:.M..:..:-:...::s~~~~..::I=.::..:::'JC~t-~I..__A£2.:s~, o..~~:::!:::= _______ _ Telephone, __ -"7uBo!-'1!..:-::.!b~Z:::.,,5">L!s;Cc.,--___ Fax __ ~"'l.!.l8~7,--~"'1..=.::('"'-cr--'-_____ _ 3. Name of Engineer/Archilect ~\.e ~ ~J, \he.., ---r:;ckl t;rt:>C-M Address 5""3 ~~""J>-\-~ ~e6'\-{icJJ I MA O\oeS- T dephone'---_-"5~"[_.!7..=_-_3..::uo2.:.!!(,~4-L_ __ ,Fax _ __'=SI!..::b:::..2=_-...::5':..;3::::.:..11-....1.---'-____ _ 4. Please gi ve a brief description of the proposed project: Rev;sed 2fL/07 COlI\stru..c-hDn 09 ~ ~~rn.~e .. ~ eO'\.clos<::.... s\u.d~e \oad1v13 ofero...+ions, ~he.,c= wa.s\c.wo...k .. biOso~~dS Is(CA.Jcy~_ \"5 C6V1-ue~cd ~~~. du.lN\~ k: leK. DATE: TO: FROM: RE: • March 12,2010 Planning Board Board of Appeals Town of Agawam Board of Appeals 36 Main Street Agawam, MA 01001 MEMO • Site Plans for: Springfield Water and Sewer Commission 250 M Street Ext. REASON: Springfield Water and Sewer Commission, which is seeking a Seeking a Special Permit in accordance with Section 180-55, Paragraph B (12) and Section 180-71 of the Town of Agawam Zoning Ordinances, to allow for the construction of a "truck loading" building at the premises identified as 250 M Street Extension. Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. r r X 56.3 56.J X !'i~. 7 X 55.2 X X 55.6 X x 54.6 X 54.6 X X 54.4 ./ --r / ) 54.2 X /' X 52.8 55.3 x 54.8 / \ • 54.2 X I 1 X 54.6 X 54.9 X X 55.1 o MH • 54.9 X 55.0 X ,~~~_?:" o~:\ ~, ~, _--------.,./ \ :0.1 X /__ I-::::"':::::"-~ ~ \ I' 55./U---~~-~---~~=-=J ! '\ \ X : ~\ \ o : I \ : I \ : II \ X548: J \ I I , , 57.1 X \ \ \ \ \ \ \ X 55.2 55'< X 55.8 "- \ \ \ X 56.9 \ \ \ 59.1 '-. \ \ " X " o C8 o 54.1 x "H o X 54.7 'i< HYD. o --.. I ---\ '\ \ \ 56.1 \ X \ \ I I / X 57.0 X 56.6 55.4 57.3 X I I I , \ '-,,-~._J / X 55.4' I I I I \ I \ \ q 5~5 ! I \ \ I I I I 50) X I I o I I X I \ \ " • 48.3 X 48.J X x 48.03 x 48.03 48.j X 4(U X 48.3 X 48.J X 43.3 X X PRIMARY CLARIFIERS 48.3 X X 48.3 55.1 X x 56.3 x -" -----/, / -_/ -- 57.0 X 56.4 I X I X 56.5 r '\ I I I / I / \ \ \ I \ \ I \ \ / \ \ / I \ I 5~9 I 56.6/ \ X I \ \ \ \ I I I I I , I I I I J \ X 55.6 \ X 54.8 \ \ \ \ \ \ MH • • MH x 61.2 59.1 X 57.0 X ~ _/ \ x 58.8 59.1 X 60.4 X X 61.0 x 61.0 r '--~.-/ ~ -...... _---/ ~ x----I 59.3 \ I \ \ 58.8 X 59.1 x 59.3 X • TWA$.4 TAlks IJ x 58.7 58.6 x I / 54..9 X 55.7 Q '<-FP's X o 0 \ X 55.8 I I I I /' / / I I I. I j 58.7 X X 59.0 / I I I X 57.1 56.9 ~/ 0 • /-'- 57.6 x X 55.2 X 56.9 X 55.1 X 55,2 X o 55.3 qX ~I o 55.2 X • o • o 55.' X 55.2 X 55.4 \ ./ .-Y ,54.9 ...., Si~n's X "\.. \: 54.6 • 0 0 0 "'\ 55.2 0 0 '---___ --'J..,J.=---~-__, 54.6 X o X 54.9 X X 5!>.3 54.3 X 54.7 X 59.9 x j TOS TANK RTO Sigr.'S 54-.6 X 54.j X 55.5 X 55.2 X 5.').1 X 54.9 X \ 55.5 X 55.4 X 55.1 X 54.4- X Of X 54.8 I 54.7 X I X 54.8 f I ~ , \ 53.7 x 53.6 X x \ 53.6 53. 7 55.1 X t 547 I X r \ f \ ~ l.iH o • •• •.••• LAWN , '.' '';~6' t·,·,·,·,········· . -C. "-'::: -:. '*'.' ,':-:-:-::::: f.' . . . . . . SEE NOm; 1 TRUCK LOADJI'I.G BUI/.;OWG WALKWA Y/ COMV£YANCE S'YST£M - f-:} I ~ } \ 53.3 _J 55.0 X X 54.4 )( 54.2 5J. S gn o SiQ o ~ig 53 1 X oce \ 53.9 x I , \ ~ 53.S \ 533 X \ 5~5 I I 53 x I ,/ / N o 54.8 X MH 200' RIVER OFFSET .---~_.....--l~_ / 54.3 X ~ 54.1 J X I 7' o \ \ \ ~4.9 \ X 55.3 x \ \ ---- ------== == ----,,----~ '-. \ \ \ x 53.3 LEGEND -----SD----- -----S5----- -----G ----- -----FW -- -----PW ----- --------[-------- D -- D· . . , . , - 53.4 X MH • NOTES; STORM DRAIN SANITARY SEWER NATURAL GAS CITY WATER PLANT WATER BURIED ELECTRIC NEW STRUCTURE LAWN AREA 200' RIVER OFFSET EXISTING EXTERIOR LIGHT EXISTING SPOT ELEVAll0N EXISTING MANHOLE EXISTING CATCH BASIN 1. SEE ATTACHED DRAWINGS FOR BUILDING DETAILS. - GRAPHIC SCALE 00 0 ~oo ~ __ 1_1_!--'1~O ~~~~T ( IN FEET) 1 Inch = 50 ft. Tighe&Bond Consulting Engineers 53 Southampton Road Westfield, Massachusetts (413) 562-1600 www.tighebond.com z :s:Q WI-_0 >=> Wo:: tt::r- I-(f) _z :?!O 0::0 Wo:: 0..0 O::LL o I-o z LL Springfield Regional WWTF Truck Loading Building Permit Agawam, Massachusetts Mark Date Description PROJECT NO: S1591 FILE: IPERMJn C·101 DRAWN BY: CFY CHECKED: JEG APPROVED BY' TMBIDGG PROPOSED TRUCK LOADING BUILDING SITE PLAN SCALE: 1" = 50' SHEET 1 02/13/10 • c 100'-0' T. PILASTER T. 6ENC!-IMARK 3 2 1 1Hj-------------__ ~~-------------------------t----------------------~6~l'=-~lEO~·~O~.0~. ~~±_ ____________________ ~---------------------------------------------L~ 5" 19'-0' 5" 19'-0" 23'-0" BASE PL fOOTING lYPE 2 FOO1lNG 'A" lYPE BASE PLATE BASE PL £ FOOTING lYPE 2 FOOTING "S' lYPE SASE PLATE NOTE: OFFSET LINE ©SONA TUBES Vf (NORTHWARD) OF BUILDING LINE (4 FOOTINGS TOTAL) \ BASE PL. £ FOOTING \ / ,-_ ...... lYPE J fOOTING 's' lYPE BASE PLATE OUT LINE OF BUILDING STEEL BASE Pl. FOOTING lYPE 1 FOOllNG 'E' lYPE BASE PLATE • I "' EXISTING PAVEMENTS TO BE REPAIRED AS RE:QUIRED - , "' I .... - 5" lYPE 2 FOOTING _ ':'A' lYPE BASE PLATE \ \ _/ BASE PL. rOOllNG OUT LINE OF BUILDING STEEL , , 21'-10' 0.0. STEEL ·4 HOOPS" '9' O.C. X IS' DIA. (POUeLE " TOP) 24' PIA 'SDNA TUeE' ~ 3'CLEAR 24' DIA. FOOTING TYPE 1 SCALE. 112' • I' ,12)' NOTE, ANCf.lOR eOL T& NOT 51-1011N /' "-/ (@) \ '-...- lYPE 4 FOOTING -- 'c" lYPE BASE PLATE / :r IAI~ II \ I II ~. C) -, "- r . I ~ 100'· • T. PILASTER T.eENcrARK 04 !-lOOPS" S' o.c. X IS' DiA. CDoueLE .. TOP) I b ' ~ eARe X 3'-S' 24' DIA 'SONA TU6E' SECTION "X" SCALE, 112' • I'·",' BENCH MARK TOP Of CONC. LANDING ElEV.= 100'-0" (ASSUMEO) EXIS TI NG UNITED WATER SLUDGE LOADING BUILDING FOUNDATION PLAN SCALE: )in = 1'-0" NOTE FOUNDATION SPECICALLY DESIDNED TO RECEIVE FOREMOST 2013 BUILDING PACKAGE .4 HOOPS" 9' OC, X I~' DIA. (DOUElLE .. TOP) 24' PIA. 'SONA TueE' <l) III oc ~ 1001-0' T. PILASTER -;: ;.-T. eENC!-IMARK ",RADE "'RADE 0-Q , 'r b -~ eAR& X 3'-'9' .I) 3' CLEAR .3' 24' .3' + .. '---"-'--+4 3"" DIA. FOOTING TYPE 2 SCALE: 112' = 1',12)' NOTE, ANCHOR eOL T5 NOT SHOwN <l) ill ~ b I 'r 2Jf SPECIFICATIONS b J, -GENERAL NOTES : 1) ALL WORK SHALL COMPLY WITH THE MASSACHUSETTS STATE BUILDING CODE. 2) ALL CONCRETE WORK TO BE IN ACCORDANCE WITH ACI 318-89. 3) NO SOIL EROSION AND SILTATION CONTROL PLANS ARE INCORPORATED IN THE PLANS. SHOULD LOCAL CONSERVATION COMMISSION OR EXIST'G CONC. AU1HORiTIES REQUIRE CONTROL MEASURES, IT SHALL BE 1HE RESPONSIBIUTY OF 1HE CONTRATOR TO SATIFY THE REQU IRED CONTROL MEASURES. -;: ",RAPE LANDIN 4) DISCREPANCIES BEMEEN THE SITE CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER BY THE CONTRACTOR PRIOR TO COMMENCING WITH THE WORK. SUBSURFACE CONDITIONS : SITE : 1) UNUSUAL SUBSURFACE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE ENGINEER. 2) 1HE STEIGER ENGINEER IS NOT RESPONSIBLE FOR M<Y HA2AROQUS MATERIALS ENCOUNTERED. 3) ASSU'IE SOIL BEARING CAPACITY OF 2800 PSF. 4) CONTRACTOR SHALL CONTACT "DIG SAFE" AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO ANY SUBSURFACE WORK. (TEL 800 332-48+4) 1) BENCH MARK ELEVATION a 100'-0' (TOP OF EXISTING DOOR LANDING. 2) THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE DEPTH AND LOCA110N OF EXISTING SUBSURFACE POWER. WATER AND UTILI'lY LINES AND SHALL PROTECT THEM FROM DAMAGE DURING EXCAVATION AND BACKFILL OPERATIONS. 3) THE GENERAL CONTRACTOR IS TO CONFINE ALL WORK WITHIN THE LIMITS OF WORK AS SPECIFIED BY THE OWNER WITHOUT lMPEOING THE NORI.4AL OPERATIONS Of THE fACIUlY, EXISTING UTILITIES : 1) CONTRACTOR RESPONSIBLE FOR LOCATING EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. STEIGER ENGINEERING IS NOT RESPONSIBLE FOR ANY DAUAGE TO EXISTING UTIl.mES. 2) SPECIFlED UTILITIES TO BE RELOCATED AS PER NEGOTIDATIONS 8EMEEN THE PROPERTY OWNER. THE UTILI'lY OWNER AND THE GENERAL CONTRACTOR. .4 I-lOOPS .. ~. O.C. X 19' DIA. (DOWElLE ... TOP) ,- ",RADE 24' PIA. 'SONA TueE' T. PILASTER T. eENCl-IMARK ~ ~ 3'CLEAR ~' :14' b' 30' DIA. FOOTING TYPE 3 SCALE: 112' = 1',12)' NOTE: ANCHOR SOL T& NOT SHOwN DEMOUTION : 1 ) ALL OCtwtOl..tTlCH Ci-IAU. DC C(C:OUTI;O I~I A I"'A<::l-llOto.l TUAT SHALL NOT HINDER THE NORMAL OPERATIONS OF 1HE OWNER. GROUND WATER SHALL 8E DIVERTED DURING ALL DEMOLITION AND CONSTRUCTION PHASES. TEMPORARY DRAINAGE OF NEW AND EXISTING PAVEMENTS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2) ALL DEMOLITION DEBRIS \.lUST BE LEGALLY REMOVED FROM THE SITE • DEBRIS TEMPORARILY STORED AT THE SITE SHAlL NOT IMPEDE NORMAL AVIATION OPERATIONS. CONCRETE: 1) CONCRETE FOOTINGS TO BE 4000 PSI, DR HIGH EARLY 5000 PSI , 4% AIR-ENTRAINED WITH 3/4' TIRAP ROCK AGGREGATE. 2) CONCRETE SLUMP NOT TO EXCEED 4 1/2'. 3) EXTERIOR FOOTINGS TO BE CURED WITH 2 COATS "KUR N' SEAL' EQUAL OR BETTER. 4) ALL STEEL REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60. 5) ANCHOR BOLTS TO BE SET TO EXACT LOCATIONS WITH TEMPLATES BY CONTRACTOR. 6) THE GENERAL CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED BY THE MECHANICAL TRADES. PROVIDE M<D/OR INSTALL ANCHORS, INSERTS, ETC. AS REQUIRED FOR VAR10US TIRADES. 7) ALL EXPOSED CONCRETE EDGES ARE TO BE TOOLED SMOOTH UNLESS NOTED OTHERWISE ON THE PLANS. 8) NO EQUIPMENT LOADS ARE 10 BE APPLIED TO GREEN 'CONCRETE PldGR TO 21 DAYS C'..)RiNG TIME. 9) ALL COLD WEATHER CONCRETE CONSTRUCTION TO CONFOR~ TO ACI 306 REQUIREMENTS. 1 D) ALL CONCRETE REINFORCING TO BE INSPECTED BY ENGINEER PRIOR TO PLACING CONCRETE. STEIGER ENGINEER TO 8E GIVEN 48 HOUR NOTICE OF ALL POURS. .4 HOOPS OJ '9' O.C. X 1'9' DIA. (DOUeLE ., TOP) 24' DIA. 'SONA TUeE' b -'0 eARe X 3' .. ~' ~ .3'CLEAR I I L ~I ! 24' S' 42' DIA. FOOTING TYPE 4 5CALE: 112' • "-01 CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED BY 1HE CONTRACTOR. ERRORS OR DISCREPENCIES SHALL BE REPORTED TO S~GER ENGINEERING INC. BEFORE COMMENCING YnlH ANY WORK. • U Z ~ 0 .... 0 <Xl N 00 Z co I 0 <Xl 00 00 ~ 0 00 ~ ... ".... 0 u 00 <Xl ~ .. ---~ 5 ;:;j Z ... .... [;<., r.. ~ Z 0 ~ .. 00 Z A N <r: <J:l 0 00 ~ Il:: I <Xl >< 00 <J:l ~ A 0 ".... 0 0 ~ :::\1 <J:l <0 0 ---a> ...l ~ !=: ~ ~ U"1 sq,ALE ; AS NOTED DATE: JAN, 15, 2010 DRAWN BY TK REVISION DWG. 1 of 1 ". , . " . r- IiOREMos r 138 West Candise St. A.R.GREEN & SON Jefferson, WI 53549 BUILDINGS INC. Ph: 920-674-6746 PROJECT: UNITED WATER Fx: 920-674-9888 ID: 2013 LOCATION: 190 M STREET AGAWAM, MA 01001 , No. DRAWING INDEX ISSUE 1 COVER SHEET P , '. 2 GENERAL NOTES P 3 GENERAL NOTES P 4 GENERAL NOTES P ... 5 ANCHOR BOLT PLAN ' 1 iIJ;,'~ OF 114~ , .,., ..... 5A ANCHOR BOLT DETAILS '" REACTIONS 1 ~~ STEPHEFi J. ,. ~ .. : >or.-; ..... .. 6 ROOF FRAMING PLAN P ~ if REIf'ENBERG ~ FllJltl~~f , 7 CROSS SECTION LINE 4 ~... STRUCTURAL .. P No.3<!347 ,. 7A CROSS SECTION UNE 3 P 1r ~"·#iI ::?", 1ST!' # 7B CROSS SEC1l0N UNE 2 P 'SO'liIoll '<.~ .. I , .. PERMIT PLANS ,< 71f -'yr: \ '1 7C CROSS SEC1l0N LINE 1 P " 8 ENDWALL ELEVA1l0N LINE 4 P X~ IJy DRAWING STATUS 8A ENDWALl ELEVA1l0N LINE 1 P o FOR APPROVA~ (ISSUE A, 8, C otc.) 8B ENDWALL ELEVA1l0N LINE 3 P 9 ' SIDEWAll ELEVATION LINE C 17-/1r /CJ 7 • FOR PERMIT' (ISSUE P) P 9A SIDEWAll ELEVATION LINE A o fOB CotlSIBIJCIIOlj' (ISSUE 1, 2, 3 etc.) P Rl=rt=lVED v :-.. ,-. MAR 1 9 2010 COVER SHEET F . " N\\I ) .< .:, BOAt,,\) DESIGN: SJR I DRAFT: b jg CHECK: ... 1"4, Ii/i' ,J, , DATE: 12/17/09 I SHEET 1 OF 10 DO NOT SCALE DRA'MNG I ISSUE; p BUILDER/CONTRACTOR NOTE It is the responsibility of the Builder/Contractor to insu re that all project pions and specifications comply with the applicable requirements. of any governing building authorities. The supplying of ~H,oled engineering data and drawings for the metol building systems does not Imply or constitute on agreement that Foremost Building Inc. or its design engineer is acting 08 the engineer of record or design professional for (] cons truction project. The contractor must secure all required approvals cnd permits from the opproprloil! agency as required., Approval of Forem~t':s drawings and calculations indlcote that Foremost Building Inc. correctly Interpreted and applied the requirements of the controcl drawings and specifications. Where discrepancies exist between Foremost's structural steel plans and the plans for other trades, the structural steel plans sholl govern. (Sect. 3.3 AISC code of standard practice 9th ED.) Design considerations of any materials in the structure which are not furnished by Foremost Buildings Inc. ore the responsibility of the contractors and engineers other thon Foremost Buildings Inc. englneenl unless speclflcclly Indicated. The contractor Is responsIble for 011 erection of steel end associated work in compllonce with Foremost Bundlngs Inc. constructlon drawings. Products shipped to builder or his customer shaJJ be Inspected by builder Immediately upon arrival. Claims for shortages or defective material If not packaged must be moiled or faxed to Foremost within five (5) days after receipt of the shIpment. However, If a defect \s of such a nature that reasonable visual inspectton would foil to disclose it, then the claim must be mode within five (5) days ofter the builder leams of the defect. Foremost will not be liable for any defect unless claim Is made within one (1) year after date of the original shipment by Foremost to builder or his customer. Foremost wll be gIven 0 reasonable opportunity to inspect defective materials upon . receipt of claim by builder. If a defect is of such nature that It con be remedied by a field operation at the job sIte without the necessity of returning the material to Foremost, then upon written authorization of f oremost. the bullder may repair Of'" couse the material to be repaired and Foremost will reimburse the builder for the cost of the repair in occordance with the written authorization. All bracing as shown and provided by Foremost for this building Is required and shall be Installed by the erector as a permanent port of this structure Temporary supports, such as temporary gu~. broces, folsework. crbblng or other elements required for the erection operation wlll be determined, furnished ond installed by the erector. Th ese temporary supports will secure the steel framing, or any port1y assembled steel framing. against loads comparable In Intensity to those for which the structure was designed, resulting from wInd, seismic forces and erectton operations. but not unpredictable loads such as those due to tornado, explosion or collisIon. (Secl 7.9.1 AISC code of standard practice, 9th ED.) APPROVAL NOTES The following condItIons apply if these drawings are used as approvel drawings: A) It is imperative thot any changes to these drawings: 1) Be mode In red ink 2) All changes ~ indicated. 3) Be legible ond unambiguous. 4) Mark up (2) s~ts of drawings, return (1) set with any corrections and advise If we can proceed with fabrrcation. per those marked- up drawingB. B) Dated s)gnature la requJred on all pocJes. C) Manufacturer reserves the right to re-submlt drawings with extensive or complex changes required to avoid mlsfobrication. This may impact the delivery schedule. D) Approval of theae drawings Indicates conclusively thot Foremost h03 correctly interpreted the contract reqUirements. And further constitutes agreement that the buildiO(~ as drawn. or as drown with indicated changes represents the materials to be supplied by manufacturer. E) Any changes noted on the drawings not in confonnance with the terms ond requirements of the contract between manufacturer and Its customer are not binding on manufacturer unless subsequently speciflcolly acknowledged and agreed to in writing by change order or separate documentation. Manufocturer recognizes that rubber stomps are routinely used for Indtcotlng approval. dlsapprovel. rejection. or mere review of the drowlngs submitted. However. manufacturer does not accept chonges or additions to contractual terms and conditions that may appear with use of a stamp or similar indication of approval. disapproval, etc. such language applied to manufacturer's drawings by the customer, architect, engineer, or any other party will be considered cs unacceptable alterations to these drawing notes. and will not alter the contractuol rights and obllgotions existing between manufactUrer and its customer. GENERAL NOTES 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 paris, or the addition of other construction materials or loods must be done under the advice and direction af a registered Arch'tect or StOlctUro! Engineer Foremost Buildings inc. will assume no responslbllJty for any loads not Indicated. ThIs metal building is designed with Foremost Buildings Inc. standard proctices which are based on pertinent procedures and recommendations of the following orgonlzation and codes. 1. AMERICAN INSDWJE OF STEEL CONSJRUCDQNj ·Specification for the Design, Fabrication and erection of structural steel for bundings- 2. AMERICAN IRON AND SJEE' INSJ1TIITE' ·Specificatlon for the design of cold formed steel structural members· J. A~ERICAN 'h£l PING SOCIETY; "Structural Welding Cod." AWS Pl.l. 4. METAl 81 JI! DING MAN! IEACTIJRER'S ASSOCIATION' ·Low rise building systems manua'" Material properties of steel plata used In the fabricatIon of primary rigid frames, and other primary structural exclusive of cold-formed sections, conform to ASTM-A570 OR A-572. Flanges with thicknesses of one inch or less and wIdth of 12· or less conform to A-529 with yield point of 55,000 psI. Flanges greater thon 1· In thIckness or 12" In in width confonn to A-572 with a mlnlmum yield point of 55,000 psI. Web material conforms to ASTM-A36 modified wIth a minimum yield point of 55,000 psI. Material properties of tube sections conform to ASTM-A53 Type E. Grade B with a minimum minimum yield point of 46,000 psl Material propertle3 of hot rolled steel members conform to the requirements of ASTM-A36 OR 0572 with a minimum yield point of 50.000 psI. Material properties of cold formed light gage steel members conform to AS'Th4-A570 or AS07 Grade 55 modified with a minimum y;eld point of 57.000 psi. Malerial properties of Roof/Woll sheeting. Bose metal conform to ASlW-A792 Grades 0 or E with minimum yield points of SO,OOO psi and 80,000 psi respectively, as required by design. Coating of base material is 55% aluminum alloy in accordance with AZ55 specifications. Cable utillzed for bracing members conform to ASTM-A47S. Rod and ongle utiUzed for bracing members conform to ASl\(-A36 Structural jolots with A.S. T.M. A.36 high strength bolts, where indlcated on the drawIngs. sholl be assembled and the bolts tightened In accordance with -Tum-of-the-Nut-methad as described In the specification for !Itructural joints using A.S.T.M. A-.325 or A-490 bolts (11-13-85), unless otherwise noted. All joints will be assembled without washers unless otherwise noted. ~ All steel members except bolb, fm,tcnera and cable sholl receive one shop coat of iron oxide corrosion Inhibitive primer, meetInCil the performance requirements of TlP-636. Red oxIde primer is provided with every job, so any touch-Up can be made to materials thet may have hod pro-longed exposure. Shop and fteld Inspections and associated fees are the responsibnlty of the contractor. unless stipulated other,wlse, In the contract. Foundation -desIgn \and constructIon are not the responsibility of Foremost BuDdlngs Inc •• The BuUdtng Reaction data reports the loads which this buadlng places on the foundation. Anchor bolts (NOT BY FOREMOST) shall b. accurately set to a tolerance of +/-l/S" in both elevation and location. Column bose plates are designed not to exceed a bearing pressure of 1125 pounds per square Inch. SAFETY COMMITMENT Foremost Buildings Inc. has a commitment to manufacture quality building components that con be safely erected. However, the safety commitment and the job site practices of the erector are beyond the control of Foremost Buildings Inc. It Is strongly recommended that safe working conditions and accident preventIon practices be the top priority of any job site. Local. Stote and Federal sofety end health standards should always be followed to help InSure worker safety. ~ake certoin all employees know the safest and most productive way of erecting a building. Emergency proceduree should be known to all employees. Daily meetings highlighting, safety procedures are also recommended. the use of hard hats. rubber sole shoes for Roof work, proper equipment for handling material, and safety nets where applicable. are recommended. FOREMOST BUILDINGS INC. A.R.GREEN & SON PROJECT UNITED WATER GENERAL NOTES 1 10 2013 DESIGN: SJR I DRAFT: bjg I CHECK: PROJECT 190 M STREET DATE: 12/17/09 I SHEET 2 OF 10 ADDRESS AGAWAM, MA 01001 DO NOT SCALE DRAWING ISSUE: P .. WALL FASTENERS WALL LAP l ~0= "PER" PANEIB UNLOADING, HANDUNG & , 11-4:.:7/S· SE1.F DR1WNG f l1.x7/S-SE1..F ORlWNG The "PBR-panels ore designed for roof application, but may on occasion be STORING MATERIAIB .. LONG UFE FASTENER CARBON STEI:1.. LAP ID< LAP ID< Installed on the wQII. The profile is the same as the "RIO ponels except for the A Crone and/or forklift is necessary for unloading the components of a metol building. '/16" HEAD ./1." HEAD ! addition of the support leg on the leodlng edge on one side. E[!i!!;<!iQ{] Qf lbl3 g!:m~1 Care should olwoys be token to ovoid damaging materIal. Long panels may be difficult w/'Ncaner w/W<>-[!!Quires thot the proper direction of it, Oppllcgtlgn be e:dgbljsbed The support leg to hondle by lifting the bundle from underneath. WLF-1 0 WLF-2 • Panel To Panel allows for bet ter nesting with the overlapping rib of the next ponel. The Installation of Always spread the forks as wide as possible to prevent the panels from bending. Even the ponels would proceed from left to right. WALL STRUCTURE r DANGERI Do not step on the major ribs of the P8R panel. Always fallow 011 with the forks os wide as possible, ~t still may be necessary to lift certain loads with a OSHA safety recommendations, SAFETY ARSn I crane and spregder bgr to ovoid damaging material. T 112-14:x1 1 /2~ SELF ORIWNG , I12-14:x1 1/2-SUF DRIWNG LONG liFE FASTENER CARBON SlEa JJ A" "RR" '/16" HEAD ./1." HEAD & w/W.asher wf\\:csher STRUCTURAL IrilltJlctlon-up to 6" thick Insulation-up to 6-thick These panels ore designed for Wall gpplIcgtions only Th~ inverted ribs · WSF-1 0 WSF-2 -Panel To Lt. Gage incorporated Into its design produce smooth shadow lines and semi-eoncealed A great amount of time and trouble can be saved If the bu~ding parts ore unloaded ROOF FASTENERS (NON~STANDING SEAM) fasteners. Sheeting can begin from either end of the bundlng. ond application of the at the site according to a prearranged plan. Proper location and handling of components architecturol ponel is not directional. Properly installed, the lap edges will have ROOF LAP 1 minimum visib1l1ty. will elIminate unneceBsary handling. f . I14x7/S-SElF DRIU.JHG f #14:x7/S-SElF DRLUHG HQIEL The panels are adversEHY affected by an uneven girt Hne. and/or insulation INSPECT AU. SHIPYENTS PRIOR TO RElEASING TIlE TIE-DOlfNS FOR LOAIlll THAT !lAY HAVE LONG· UFE FASTENER CARBON Sl£El p/:t~ that causes on uneven girt line. EIther situation could cause on cannWlg in the panels. SHIFl'EIl DURING TR.INSml REllEllBER. SAFETY FIRS'!!!! LAP ID< lAP ID< The design of the panel lap ollowe for edge to be visible when Installed. Blocking under the columns and rafters protects the splice plates and the slab from damage 5/16" HEAD '/l." HEAD I Equipment limitations Clnd manufacturing tolerances, as other factors can contribute during the unloading proceilS. It also facilitates the placing of slings or cables around the w-;W"""'" W'jWo:iHN to wavines~ at visible edge. member~ for loter lifting and allows members to be bolted together Into sub-assemblies while RLF-1 • RLF-2 0 Panel To Panel .H.Q1E!. Do not apply pressure to tho pgD p1 the P9nsl3 durlng tnstollation. when on the ground. Extra core should always be exercised to the unloading operation to prevent ROOF STRUCTURE ¥f the pressure Is released -on conning-will occur. Sgfety fIl1'iti injuries from handlIng the steel and to prevent damage to materials and the concrete slob. T fl2-14x1 1/2-SElF DRIWNG , I12-H-x1 1/2-SElF DRlWNG FASTENER INSTALLATION If water is allowed to remain for extended periods In bundles of primed port:! such as girt:!!, LONG l..FE FASTENER CARBON S1EEL puriins, etc., the pigment wm fade and the point wnt gradually soften reducing Its bond to the ./1." HEAD '/1'" HEAD steel. Therefore. upon receipt of a job, all bundles of primed ports should be stored at on w~8her w~a.her Correct fastener installation Is one of the most critical step when installing roof angle to allow trapped water to drain away and permit air circulation for drying. Puddles of In.ulaUon-up to 6" thick lnsulotlon-up to 6" thick panels. Drive the fastener In until it is tight and the washer is firmly seated. po not water should not be allowed to collect and remain on columns or rafters for the some reason. 9VOrdrjye fasteners. A .sl.igbi extrusion of neoprene around the washer Is good visual RSF-1 • RSF-2 0 Panel To Lt. Gage tightness check. ALL PRIIAER SHOUlll BE TOUCHED UP AS REQUIRED BEfORE ERECllONII TRIM FASTENERS Always use the proper tool to install fasteners. A fastener driver (screw gun) Piece marks are written on the end plates of the structural members. TRIM LAP ]0/\ with on RPM of 1700-2000 shOUld be used for self~drilling screws. A 50Q-600 RPM fastener driver should be used for self-tappin9 screws. Discard worn sockets, these f 114x7/Tr SElF DRlWNG f I14:x7 /6~ SElF DRllJNG couse the fastener to wobble dUring installation. WALL & ROOF PANELS LONG l.FE FASl!NER CARBON S1EEL LAP ID< lAP ID< The design of the panel lop allows for edge to be visible when installed. Foremost Buildings wall and roof panels ore color coated golvolume steel providing excellent '/1." HEAD 5/16-HEAD Equipment limitations and manufacturing tolerances. as other factor can contribute to servIce under widely varied conditions. All unloading and erection personnel should fully w;W_ w;w....", waviness at visible edge. understand that these panels are quality merchondise which merit cautious core in handling. TLF-l • TLF-2 • Trim Ta Panel NQIEt Al1f1lY" remoVe metal fillings from surface of panels at Under no circumstances should panels be handled roughly. Packages of sheets should be TRIM STRUCTURE the end of each work period.. Rusting fUlngs can destroy the paint lifted off the truck with extreme care token to insure that no damage occurs to ende of the f 112-14x1 1/2-SELF DRIWNG , 112-14x1 1/2~ SElF DRIWNG ,.J~ furish and void any _rranty. sheets or to side ribs. The packages should be stored off the ground sufficIently high to LOMG lJFE FASTENER CARBON S1EEL allow air circulation underneath the packages. This ovoids ground moisture and deters people '/16" HEAD 5/16~ HEAD from walking on the pack0ges. One end should alwa)'8 be etevated to encourage droinage i1 w/Wof1ht,r w/Washer MASTIC SEALANT case of rain. All stacked metal panels are subject. to some degree, to localized discoloration or stain TSF-1 0 TSF-2 • Trim To Lt. Gage Proper mastic application is critical to weather tightness of bu~ding. ~astlc when water Is trapped between their closely nested surfaces. foremost Buildings Inc. exercises LINER FASTENERS 9hpuld Dot be stretched when lnstalled. Apply only to clean, dry surfaces Keep only extreme caution during fabrication and shipping operations to insure that all panel stodt Is enough mastic on the roof that can be Installed In a day. Store remaining mastic In kept dry. However. due to climatic conditions. water formed by condensation of humid air LINER LAP LINER LAP (STORM"RooF ONL"!) l-~ a cool dry place. After mastic has been applied. keep protective paper In place untn can become trapped between stocked sheets. Water can also be trcpCed between stacked I , 114x7/s-SElF DRIWNG , 110 :x 3/4~ SElF DRWNG panel is ready to be Installed. , sheets when exposed to rain. This discoloration caused by trapped mo sture Is often called wet storage stain. CARBON STEEL. CARBON STEEl. The stain is usually superficial and has little effect on the oppearance Of service LAP ID< lAP ID< SEALING THE SIDE LAP '/1." HEAD '/1." HEAD ! life of the panel as long as It Is not permitted to remain on the ponels. However. _/0 Washer w/o Washer moisture In contact with the surface of the panels OYer on extended perlod can LlF-1 0 LlF-2 0 Panel To Panel Apply th, sJdelgp tope !'Ieglgnt to the wegther 'ide ndgC gf the lower pgnel'3 severely attock the finish and reduce the effective service life. Therefore. it is roO" rjb The tape sectont should only be applied: to clean. dry surfaces. With the imperative that AU. pANElS BE 1HSPF.CTJm roB VOlSTtIRJ UPON BECJEP'r OF ORDER. LINER STRUCTURE ~ release paper in place. press flnnly along the length of the sea1ant to Insure proper If moisture Is present. dry the PODell!! at once and store in a dry. warm place. , 112-14x3/4-SElF DRIWNG adhesion. In removing the protective paper from the tape sealant, care should be CalmeR· Care should be token when walking on panels. Use safety lines and CARBON S1EEl taken not to pull the tope sealont away from the panel. Install 'the adjoining panel nets when necessarY. Panel. are aUppery. on or wax applied to the roof and wgll ./1." HEAD po~ltlonlng the overlapping nb with care. OrRl. at the center of the clearance holes In panels for protection against weother d~moge W11' make them a very sllppery surface. the overiapplng panel, stitch the lap with the No. 14 self-drilling fasteners supplied w/o Woah .. with the job. Never gllow thc seglant to be plgced jn othcr locgtions WIpe dry any o~ that has puddled from bundles stored on a slope. Dew. frost or other forms of moisture greatly increase the slipperiness of the panels. Always assume panel LSF-1 0 Panel To Lt. Gage N.01EJ.. Use OSHA approved eye protection when operotlng a drill. Sweep up all surface is slippery and ad accordingly. Think sgfety!! MISCELLANEOUS FASTENERS drUJ shavings from panels at end of each work period to minimize surface rust and Use wood blocking to elevate and slope the panels in Q manner that wUI allow damage to panel finish Satc:b tiellil moist1Jre to drain. Wood blocking placed betweer"l bundles wm pro~de additional air , 112-14"'" 1. Angle to Light Gage , 19-1BX1 1/2~ 1. Pan el or Trim to Wood circulation. Cover the stacked bundles with a tarp or plastic cover leaving enough CAReON S1E£L ~ >-T)pe A opening at bottom for air to circulcte. _/0 WcstJer 2. Light Gage to Light Gage w;-'", When handling or uncrating the panels, 11ft cg~bac tbfm IIldc: tbcrn gpgd Burred '/1." HEAD . ..; '/1." HEAD edges may BCf"atch the coated surfoces when sheets ore slid over one another. Never allow panels to be walked on while on the ground. MSF-1 • ~ MSF-4 0 t:lOlE1-Use gloves when handling metal panels to prevent hond InjurIes. 8e aware , fl2-24X1 1/4" 1. Angle to Structure ;c , 1/4-14X1 1/4-1. Flange Brace Clip to Liner of the dangers of handling panel~ on a windy day. A large panel can catch enough CARBON STEEl. CAAIlOt< S1EEl wind to knock a worker-off hls feet, even at ground level!! Sgfety flnstl _/0 Woatur 2. Trim to Structure w/o Wa.her ./,.. HEAD 5/18-HEAD MSF-2 0 MSF-5 0 FOREMOST BUILDINGS, INC. A.R .GREEN & SON I 112X14x1" 1. Rake Angle to Purlin 0 PROJECT UNITED WATER GENERAL NOTES 2 CARSON SlED.. w/o Woaner 2. Girt Angle to Girt 10 2013 DESIGN : SJR I DRAFT: bia I CHECK: PANCAKE HEAD . PROJECT 190 M STREET DATE: 12/17/09 I SHEET 3 OF 10 NOTES: 1. PANEL PROFILES MAY NOT BE AS SHOWN. REFER TO AND MSF-3 • CHECK ERECTlON DETAILS. ADDRESS AGAWAM , MA 01001 DO NOT SCALE DRAWING I ISSUE: P ...." .. PART MARK REFERENCE TABLE WALL PANEL PROFILES ROOF PANEL PROFILES 'RR' PANEL GENERAL NOTES: FRAMED OPENINGS ARE TO BE FIELD LOCATED Wl1HIN 1HE BAY SHOWN. ANCHORS TO BE FlELD DRILLED. ANCHORS ARE NOT BY FOREMOST. ALL DOOR JAMBS ARE SET AT FINISHED FLOOR UNLESS NOTED 01HERWISE. DOOR JAMBS AT ENDWALLS MAY NEED TO BE FlELD CUT. FIELD CUT GIRTS & WALL PANELS AT FRAMED OPENINGS AS REQUIRED. FIELD CUT BASE ANGLE/CHANNEL AS REQUIRED. WITH INSET /FlLUSH GIRT: . FlELD SLOT GIRTS AS REQUIRED FOR CABLE BRACING. Wl1H ROOF LINER PANEL: SAG ANGLES ARE NOT REQUIRED IF LINER PANEL IS AnACHED TO BonOM FLANGE OF ROOF PURLINS. HOWEVER, IF ROOF LINER PANELS ARE NOT PRESENT, SAG ANGLES MUST BE ORDERED AND INSTALLED AT PROPER LOCA nON. 0-::< ...,4J ",:I: "'e: • FBHT OVER HEAD DOOR FRAMED OPENING TRIM :::Eo-4J..., I", e:"-• .... ::< ...,4J ",I ... ", ... • FBHT at; ffie: II- SERVICE DOOR FBSHJ FBHT ..., .... :::Ec::<O-..., I~W I.&.J~I (l)tDI Im Ul "' ... ", ", ... m lI... I.&.. li.:: lL.. • • FlBSHJ WINDOW! LOUVER HEADER TRIM IS 6" LONGER 1HAN OPENING DIMENSION. JAMB TRIM IS 3" LONGER 1HAN OPENINGS DIMENSION • 'FlBHEM IS REQUIRED WHEN USING 'RR' PANEL PROFILES, AND IS 3" LONGER 1HAN OPENING DIMENSION. SEE DETAILS FOR JAMB COVERS AND LINER TRIM. \ 'PBR' PANEL 'W -COlOR SIDE PRE-ASSEMBLED DOOR SWING CHART SPECIFY DOOR SWING USING LETTERS SHOWN BELOW ~~ ~~ ~r I~ ~ A _ B ,-C D ' OUTSIDE OF BUILDING FOREMOST BUILDINGS, INC. I A.R.GREEN & SON PROJECT I UNITED WATER 10 12013 PROJECT 1190 M STREET ADDRESS AGAWAM, MA 01001 " o DiD"" 5/BR 61'-10" OUT-TO-OUT OF 51UL 5" ~ t t \ f 19' O· 23'-0· \9' 0-5" CD ~ i<! ~ i!; ~ a , 0 ~ "-15 "0 , '0 ~, ® 5' I.". Lili...J A :-, :., , ~ 1 Ii •• a ;§ ~ ." e. I'~ 1 L::J " I n 19'-0" 20'-10' OUT-TD--OUT OF srm GENERAL NOTES 1. RE~EW DRA"'NG SA FOR ANCHOR BOLT SZES, LOCATIONS AND PAmRNS (IL) CENTIERLINE OF A,B, OR CENTIERLINE OF PAffiRN OR CENTIRUNE OF COLU~N. :-, I.", ~.J B 6' '. " 'I~ "' a -. j§ ~ , Ie. ® j'm' ~:J " \nI~ -~ ~ -.!!! ",. ~ , e. L~, L::J :-, ~ 1-~ NOTE: ~ ANCHOR BOLT PLAN AI! BO!le Plates Set 0 Elevation 100'-6- :-, 1.,,'-- LeJ.!...i' B FOREMOST BU ILDINGS, INC. PROJECT UNITED WATER ID 2013 PROJECT 190 M STREET ADDRESS AGAWAM, MA 01001 LO'III E.ove I.", L~ E 01~ A.R.GREEN & SON ANCHOR BOLT PLAN ~ b ~ ~ "-a <> .' ~ DESIGN: SJR I DRAFT: b jo J CHECK: SJR DATE: 2/12/10 I SHEET: 5 OF 10 DO NOT SCALE DRAWING I ISSUE: 2 .~ , ,-., . ,,':' .. • flWjE UNES: • FRANE U"", 2' GENERAL NOTES I . ~ ~ 00'''''' U1£ ~ I NUll., UNE 1. F.\lIl"~TI014~ ~ AA£ BIJIlDIHGS, INC. 2. 'THE ElJII..OIHG REACTIOO DATA REPaOS mE UlADS "'0{ 1H1S BULDINC Pt..ACB ~ 'n£ FCl.N)AlI(fl. 3. AN<lfCR BC\.TS SiNJ,. BE ACCURA1n.Y !£T 10 A TnERAHa:: (J'" +/-lIB" IN BOlli El.EVAll~ AND LOCATJat 4. Ql.I.III ~ P..J.lES ft O€SKHD NOT 10 EXaID It BEAJaNC PRESSlJ'E a:" 1t2.5 POJHJS PER SWARE tfOi:. 5. AU. ca.uWN e.w: PlATES ARE TO EE SET AT M B..EVA'D<W Cf" 100'-'8". H L 1!.-t S([ ~ TAa.E3 RR PR<ftR ~ ~ ~ ~~~~~ Oia-5/8 Oia= 5/8 5" fJWj£ lie , RIGID FRAME: ........ 1EAC1lO4S. """'" ea.,., a ~ PLl1E5 See Plan See Plan 2" 2" ~ ~ ~ __ __ """'" R_. Ik }-_ 2" rho 2" Til cxu"'" IJN( Fnn Cd ..... Km.. Y LooO ~m" Y ..... Bd. --(i» ..... ( ) LN . Ill. Id H Ymmr: Id H \tn~ No DC.,) 'Mel IMI Thk, b -------------------------------'-+--'---11:0--SW SW I" 2 0 5 ~7 '~7 , -u u "12S aooo ...... 1LJ75 LO r-I --1 r--r--~~~~~--~2~~.=0~='~L~.~=&~=u~~~-<L&~==~-------------------------__i T 2" 2" T RIGID FRAME: I/AlllIUW REACII(J4S, ANQiOl ea.,., a BASE PLl1E5 " 0 I 0 --f--0 I 0 " ___ """'""_.Ik}----" " 1 .:( Fnn Cd ..... _ Y LooO _ Y -... --(i» ..... ::. I 4" 4 IN IN Jd K ...... " K Yon" No 0\") .... Un Thk (0) <C 0 1 0 --'--0 1 0 ., ,--0 --;--;;---;:;-;-~ -;.-~;:;;-;;,;-;;;-;;:;;;--;:; JL JL ~~~~~~~2~~.=5====L==.==7===U====-=1.=5=====================================i -I " I I 8' I -NOTES FOR REACTIONS B L 11-l!.-1. MI loadng condltlcns 11'11 amlned trld anly maxinum/mi'lmum H or V CIId tt. ~ .v tv tv ~drli K tIT V en: r.ported. J ~ =-':.. ""' .. _ " .......... F_ ......... " BRACING REACTIONS, PANEl SHEAR DOAIL B BaseEL 100'-6' WAIL E Baset!. 100'-6' RIGID FRAME: ....... REAC11 ..... ....,.,.ea.,., UASEPLlIES ~~t:=.: .... ':~~~.::.::H ....... -___ Cd -i..~-~ r., .... -----column Reoc:tIcw'II lk l-----... eul*lg rwet:lcnl en ba.d on the foIIowhJ buldlng dot« UIc: lZIe LN Hor:z Vtrt Harz Vert (Ib~) Fnn Cd Load,.".. Y LooO ltn~ Y _ BoI. _ ...... (i»...... _~] ,... -_ __ __ __ __ __ _ __ _ IN IN Id K _ Jd H -.. 0(» ... I.M .. (i» ...... ft -WI UW • ""'" F""" At """'" • .. -------------------------....~) -14.0/15..3 F...5W It. M DJO= 5/0 .. C 7 2.7 10 2 -2.4 -o.J 4-0.125 8.000 e.SOO 0.375 6.0 Roof SlGpt /12) .. 1.0 R...£W 1 RI;d Fnma At Enn~ • 13 o.t -4-02 Dead LoCId at ) .. 2.0 9.-SW C 2 ,3 26 1.9 0.1 0.& rMl of A J 2.4 --Q,J 5 -2.7 9.0 .. 0.&2.5 8.000 8.500 0.375 6.0 fi:i::t 't;J~" ) _ ~g 2' 5 -~7 '.0 '0 U -U _ ..... (,of ') : ,~ NOTES fOR REACTIONS ..r..r. RIGID FRAME: ........ REA011Q4s, ~ ea.,., • ~ PLllE3 :: it:" \o'oh 1 _ \ISO 7110 ED. I I I ~ .. B 1. NI Ioodklg condItIcrIl en GOm~ed (lid only maDnum/mnmum H or V and the ~ ----Column Reactkrlfl tk l---ClOIIIId~ .. C CClfTtlllJl«lci1g H or V en reported. * T 2 1/4" fnn Cd Load """" Y LooO -Y -.. ~) ~ ""1'i") .. ~) ~.... -,.'" .. p""""""",,, on .. _ " ........... F..-......... " -LholN Id H ..... Id H ..... "'" --'" ___ ,.'" _._ : 0 I 0 . -2-,--0 --;;--.. -,---~-.-;--_-~-,--..... ---.-n-... -.. -1XlQ--"500-1I.l7!i---L-O-Seilmk: CoIff (AaJ -Q.I. l. ~ ~ .. kI tf\e I*n «tn, bruce d the H pohthJ artG1 " ----L --t-----8 1/2' • ,.2 ".6 ,. '.0 -H · .... th .......... ,,,, ... ",""""",. __ -r I . or J A 3 J.t -G..5 11 -2..SI 3..2 "D.6Ui 8.000 8.!'lDD Q.31S 6.0 5. lJ)odng candftkrll one 4. EkllcfioIg reoctbJ, .. baaed an the follcrmg buDdint data: f 0 I 0 I -• .. -1.8 U 10 2.3 -J.J ' ~ &~:~ .. 'I2+M't+SkIe Mdth .<?h) .. :.g 0. ..L 2 1/4 3. 3 t5 <to • -u ,u • <1.125 8.0CJ) 8.500 1I.l7!i 6.0 3 11+<1.+Sl/2.1I.l ..... 12+"""12 ~~. eft) _ '8.0/'6.0 Ji --, ..... & 25.. 0 -,., -• .1 • D.671llHIl2 ........ Coloil!2 ) _ 1.01 '.0 I 5 !l.t-a.+&'+lIR2/2+[)tfttSlIde Dead I...oOd om } . .. ~o a o.6iDL +In'ltIlf2 Cc:IIIat«d LoOd CPtt ) 0.0 7 CUi7Dl-LnYb12 u... Load P.f ). -20.0 , _ .... (poI.) -4U See Pion I See Pion ANOiOR SOL T SUMMARY :::: =' 1""" ) : ~ 71h ED. _ -B Q-.d/Opln _ C WAH. C Base EL 100'-6" "" .... ""~) T... ~I . eEl .. = ~ : l:~ _ _ _ _'''_ __ _'_" """ ( .. ) -n'9 o 2! RF s/p: A?JJ7 3.00 5. loodhg concltJons «E • / • 1 OL+a.+Sl+DrIft+9Ide Dio= 5/S" 0'0-5 8 2 "7DI. • .., 3 Cl.071l.+tRt • ~ -4 OL+O...+Sl+ .. ,n 8" I I 8 I ~ 5 [l,+a.+9..+"'~+DrIft.+SIde '" I ~ ~:::&:~:=/2.tO'fft+SIde rw . -• 11+<>..!i.,I2+1l1 .... ftl!+ .... 12 T T ' -, .l!7DI. ..... 10 o.lS7DL+m 1 11 [l,t<l.+M+V+Drm:n+SlkIe/.Z O 1 0 -r-0 0 ' 12 11+<>"SLI2''''''_''I>+'IdO{:2 ~ • N 13 U7£L+lsiWn41 ...... I 4' 4 I -;::,. L_'''._n::.67IL= ..... ='''::.d2=-____________________ --1 GO 0101-I-°10 ., JL 2" 2" JL '_+" I ,,' -I' SII SII " I-"I I I ,':-FOREMOST BUILDINGS , INC. A.R .GREEN & SON 2 >-r2 2 >-r 2 PROJECT UNITED WATER ANCHOR SOL T PLAN 5" 1'-5' ID 2013 DESIGN: SJR I DRAFT: b j~ J CHECK: SJR PROJECT 190 M STREET DA TE: 12 /17/091 SHEET: 5 A OF 10 DOAIL A Bose EL 100'-6' DETAIL DBase EL 100'-6' ADDRESS AGAWAM, MA 01001 DO NOT SCALE DRAWING I ISSUE: 1 '.'. © ~ \5 §i® g • ~ <5 " -. >l o 61'-10" ruT-lo-ruT Of SlEEL 20'-10" OUl-TO-OUl Of STEEL (UPPER ROOf) £.j...-42'-9". ruT-lo-ruT Of STEEL (LOII£R ROOf) ME"ElERiA ROO' PLAN ARk I PA -1 1 X 212 P-2 IOX25Z12 P-l0 10X25214 P-ll 10X25214 E-l 10ES514 E-2 lOESS14 E-l0 lOESS14 E-l1 lOESS14 CB-2 CB0250 C9-11 ca0250 19'-0" 3\ 23'-0. 2 r'-S" 19'-0" !--S" I PURLIN ,.-,~ LAP ,'_\ J/4~ -Ll.5,16G N D '" • ~ RfHO E-l1 P-IO(T)!» RF"l-l -1 P-l(T\I» P-2(TW) o . ~ I I p,rL-'I' I "' IRFHl ~ ~ ~ 11: ~~ IRFI-2 I I: .". ... ~ "/ ih::: P-l1(TjpJ RF2-14 { r .,/ ..... / II=:" 7 / /,./ ' < /' ;;./ I ,.' /' t·· //./ / " :1 '.... :;:c II" / RFHl RF2-12 ,/ / ~/? .. ' Ii X I V' '1/ RF1::r2 RF2-13I.' L1.5x16G \ , r% ./ / .• /./ '/.,.'/...- . EXISTING BUILDING / ~ ';? .~-, "I" ,.,/ . "High Eove /' ".' //': .. " " ~I ~! FOREMOST BUILDINGS, INC. A.R.GREEN & SON I PROJECT UNITED WATER ROOF FRAMING ID 2013 DESIGN: SJR I DRAFT: b jq 1 CHECK: PROJECT 190 M STREET DATE: 2/12/10j SHEET: 6 OF 10 ADORESS AGAWAM, MA 01 001 00 NOT SCALE DRAWING ISSUE: P SPtJCE BOLTS MEMBER SIZE TA8LE ~fice -----80/t-----MARK MEMBER eric T e Dio len \h -10 W8X Sf"-1 A325 0.750 2.25 RDGCAP . RF1-11 W12X14 SP-2 A325 0.750 1.75 RF1-12 W8 8 co ~ V FlANGE BRACES: Both Sides(U.N.) 14' 10 3L4" :l c 14' 10 3L4" FBxxB(1) 4" -17"1---i7J.-4" B -l2x2x14G --)j 26 Ga. PBR, Galvalume Plus "ir-e: 1'-013/16" 1'-0 13/16" , 2' 3 13/16" 5 @ 2' 4" 5 @ 2'-4" 2'-3 13/16" 41" 1"~ 12 12 FB10B(1) b FB1~ ~(1) • F81~ r---J~.l-J----r--r-..J.~ ---T --~T ---t ~i-1 '1 ...... -1. 'r- , f -'= • RF1 11 ('oj RFI 11 • 0 1 I ;=1 0 I 0.. I ':q-(/J 1 ':q-~ 1 I I I "-a.. 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A.R.GREEN & SON PROJECT UNITED WATER RIGID FRAME ELEVATION ID 2013 DESIGN: SJR I DRAFT: b jq I CHECK : PROJECT 190 M STREET DA TE: 12/17/09 I SHEET: 7 OF 10 ADDRESS AGAWAM, MA 01001 DO NOT SCALE DRAWING IISSUE: _P_ SPUCE BOLTS M MBER SIZE TAB ~!e -----Bolt-----MARK MEMBER T e Dio Len th R 2-10 \\8Xl 51"-1 A325 0.750 2.25 RDGCAP RF2-11 W12X19 SP-2 A325 0.750 1.75 RF2-12 W12X19 e: "" RF2-13 \\8X18 V FLANGE BRACES: Both Sides(U.N.) 14' 10 3i4" , RF2-14 W8X21 '" 14' 10 3[4" FBxxB(I) " 4" --I 7·\----i7J--4" B -L2x2x14G -1i 26 Ga. PBR, Galvalume Plus it-e: l' -0 13/16" 1'-0 13/16" "" 2'-3 13/16" 5 @ 2'-4' 5 @ 2'-4" 2' 3 13/16" 41" 1"h.. 12 12 FB~') FB1OB(1) FBiOB(1) J~.l ~r,-Y . FB10B(1) r-y T---T----I-------L---T---l °t '1 -? -0- f RF2-ii , J -S -SI' N RF2 12 a I -r--I I '0 I S a. Cl. I -...-~ (/) (J) I -...-I I P a. Cl. I Ii-J (J) (J) I '-- I I I I "0 I I • 0 I I I I -...--...- I """ I I , -r I "0 ~ • I • LL 0 I ::z:: 0 ,-J 0 <D "" I') L I 0 ~ , u... • "I <0 u.i 0:: I I <0 Q) c:: <D I <0 N -S ., ~ u -S Q) N ~ • 0:: I lL. c: lL I 0 c:: en u 0 en u 0:: • I ~ c: .... ~ c: '0 0 -...-I N 0 I 0 N 2 I I 0 ~ "in Q) I ~ I I 0 I 0 I -...--' -...-., ~ <...J -...-Q) -...-~ . I " ~ <...J ~ u I I ,L I -' , I • , I • <D , , "" , I ;r, I I ;r, '4 • • • l>-' • ""1 ""1 ~ <01 <D L J ," to 8 1/8". • - • 8 1/8" r 14'-6 7/8" Clearance 13'-10 7/8" Clearance 1" 15'-4" 14' -8" @ B CD 30'-0· OUT-TO-OUT OF STEEL BUILDING CROS S SECTION FOREMOST BUILDINGS, INC. A.R.GREEN & SON PROJECT UNITED WATER RIGID FRAME ELEVATION FOR FRAME UNE 3 ID 2013 DESIGN: SJR I DRAFT: b jq I CHECK: PROJECT 190 M STREET DATE: 12 /17/09 I SHEET: 7A OF 10 ADDRESS AGAWAM, MA 01001 -DO NOT SCALE DRAWING IISSUE: P spLlCE BOLTS Splice Mark SF-l SP-2 --~--Bolt----- Twe Dia Lenath AJ25 0.750 2.25 AJ25 0.750 1.50 V FLANGE BRACES: Both Sides(U.N.) FExxB(l) 8 -L2x2xl4G b I , o .1 <D ':.:t-I ~ o 1 -:q. , to 1 ;.r, 'to' 41" 12 _ . _. ____ ._. __ ~. __ • __ ~~ ... _""' ..... "".o<...,.,." ............. ,_,__.. .. \"' ... _.._...''''''" .... ''_Ih.~''''_.:.~~_".!1iJ.''''~io!.~~~,w~"tIl'''~''"a:~~~·''a\~~~\\"1\~~ ..... ''!;~,"tm~~i~"i_.~.,~"S.'...~~~\'i.~\'t~~~~_::.~'.:~~t.I~\';~i%~~~~"ft~i£.~"R~\&.~~~!.r{~g"f&1~¥,~~ff~{*lJ..'M!_\'1~~"'1iI£.~1:.%:.'li~~"\~l.~~~~~~~ 4" --j I 15' -4 1 (2" c ' 26 Go. PBR, Golvolume-Plus 2 @ 2'-6" . 1'-9" 9 13/16" 1" 3'-813/16" 31-9" ~')_ ·~L---I ------r @ ~ I !L Ul ~ 1 r;:: 0::: » to. ~Q) ~u c:: NO 1 ~ • 0 N~ ~U RF1-2 14'-2 7/8" Clearance 15'-0" OUT-TO-OUT O[ STEEL N 1 51 /:: 0 / z/ 0 / ---.J :=;!/ 00/ 0 / Z / f-/ lfJ x/ w MEMSIRSlZtTAB MARK fH RFl-2 MEMBER W8X18 W12X16 BUILDING CROSS SECTION FOR FRAME LINE 2 FOREMOST BUILDINGS, INC. I A.R.GREEN & SON PROJECT 1 UNITED WATER RIGID FRAME ELEVATION 10 12013 CHECK: PROJECT 190 M STREET 78 OF 10 ADDRESS AJ;AWAM, MA 01001 ISSl IF· P SPLICE BOLTS Splice ., Mor!< SF'-l SP-2 -----8011----- Type Dia Lenath A325 0.750 2.00 A325 0.750 1.50 v -FLANGE BRACES: 80th Sides(U.N.) FExxB(l) B -L2x2x14G 41" 12 !I !I. 0 I ~ • <0 I ;.,., . -<01 It" 15' 4 1/2" J --;i c 26 Ga. PBR, Galvalume Plus 9 13/16" _ 13/16-3'-9" 2 @ 2'-6" 1'-9" ---J '-' ~ • RF2-2 :11 110 w~ 0/ --1 / =:> 0]/ <.::/ ~ ~~~ I • "" <0 /j ~/ u.. ~ 0:: "., <t> ~ u <= <0 l: I 0 N <t> ~ U ," 14'-31/8" © Clearance 15' -0" OUT -TO-OUT OF STEEL BUILDING CROSS SECTION ____ . __ . ___ . ___ .••. __ .. ___ .•. _____ ._. ___ .. ____ . ____ . ___ ._._ .................. ~ .............. _"""' .. "' ......... '_ .......... . MEMBER SIZE TAB MEMBER waXl0 W8Xl0 FOR FRAME UNE 1 FOREMOST BUILDINGS, INC. I A.R.GREEN & SON PROJECT 1 UNITED WATER 10 12013 PROJECT 1190 M STREET ADDRESS AGAWAM, MA 01001 CHECK: 7C OF 10 ISSUE: P .Ar 12 ,-- b .' ... 1-- .A1· 12 i · _ ••.. __ . ______ ' ___ ' __ '"_'_' ___ '~_' __ '"'~'~''''''''''''''''''''''''''''''~'''-'''''''''''-",-'''~''''<1\'''''';''''' ............... ""l>ol.,I>Ia: ...... \\1..u~-.w.~_r.>."\Io.''-!_\!\!Sr,~'\i:..~~ioi·'!',;, ... I\.lU'!'/!:u'''.l'lIl<I6''''\.~"T,'.\I1.;\'i.:l\'..;;:{i:l\>.'.'Jl~.:re:..m~~1S.'8~'&t\.'lI?$l\\l',\l'.N:h~','f~~,§;~~~i'§.'::t~1:·~"l-~l.'?~);,:i.i(1;~i~(k~\~~~~\!§1~:~.~,&?.m~~:fu't~~~'t'i~~"t"t~~~~~~ 30'-0· OUT -TO-OUT OF STI:a © ® RAKE CHIINNEL~CH2 -I -:r-r -J: -..!!..AKE 9:!"!'..NEL-RCH2 F=~=~=c-r-----~=c-r=I=1 , , ~ i , , , , ~ ~ , , , , r i , , ~ ___________________________ d ENDWALL FRAMING: FRAME LINE 4 ~ C? t"llBJB. E!l~XTA FBlNP FBPBR loe f]RI/l FB~TA [ r--"----------------, 1 1 1 1 1 1 1 I 1 1 1 1 I I I 1 1 I 1 I 1 1 1 1 I 1 1 I L ___________________________ ~ ENDWALL SHEETING & TRIM: FRAME LINE 4- l·h 12 I rh 12 FOREMOST BUILDINGS, INC. PROJECT 1 UNITED WATER ID 12013 PROJECT 190 M STREET ADDRESS AGAWAM , MA 01001 A.R.GREEN & SON END WALL FRAMING DESIGN: SJR IDRAFT: bjg 1 CHECK: DATE: 12/17/09 I SHEET: 8 OF 10 DO NOT SCALE DRAWING IISSIIF: P l-, , 'in ........... __ .. _ .. _ .. ________ ... _ ... ___ ._. ___ .• ,_,~ __ ~.=_"''''''''''','''''''.'''''''''''~''''~<"'"""."'''''''',''''' ..... ~.''''_.,,;\\Il1!\' .. \l .. l&li __ !i!\ll~i~~i%"1l,'''ri>'';~liiII'§,' •• ''''''_,'''' ... '''''' .. '''·~.,_,''''\\''''\\,u.c'''''''_\~_'' .. \\'''!lii\''''~\,~''''''!t<'IO.~j·\\\i',.'%\\$'<l\~""'t;" ... 'iI.~!"~il!~~l\1,"'".i!l,-~'*-~\'~,\"",,<\\\~~ ,. ",,\0. <0;;0 , .' ! .. 1<. ~ \'. ...';J..':!\'lU~'!s,\\\l~;,;.'clruWi\\l'l'~~~~&~.11'l~~~·l~'5l.IJl.~~~~\'ii~~'h~·~\\i~',.$J'i~~*'L~~;&.c.'U~ff'~~~~~,~:~~~~tt~ l-, , j-.. I t- b . ' ... I I ,- I . <0 , ;., 1- I 15' 0" OUT TO-OUT OF STEEL ~ ©I ~ -I CD ;-: (f) X W RAKE ANGlE -RA 1 ~=~===c===r=====I=====~ II ~ II II ~/ II ! II II ________________ ~GG2L_ ______________ ~[ ~ ~ LJ ;.0 "-' II II II II r II G-2 ~ II . ~ <0. II BC-l ...L.....L - - - - - - - - - --- - --- - - - --1--- ENDWALL FRAMING: FRAME LINE 1 1"1:::::0... 12 b .;, • . 0 I ... ?I ... • • <0 , ;., --.--<0 .. /: ~ /1/ // /V /1/ /1/ )/ / c.:> o -I CD :' ./ f- (f) ~/ X W J/ / / / / / / V 1/ / / V 1/ / V V / /'/ /1/ /1/ /V '/ / c-- • S on , ... r--I--l I I I I I l I I I I I I 2'-6" I Field Lap OR Cut Last Panel I I I I I I I I I I I - ~ '" , ... - FBRJR - • ~ ~ - I' ., , ;., ;., FBBlO C? 1"'1::::".,. 12 -- ~ -"' , ~ 'I I I I I I I I I I I I I I I I I I I I I I I __ J 6-1-l Panel Start ENDWALL SHEETING & TRIM : FR AME LINE 1 PANELS: 26 Ga, RR -NEED WALL COLOR STREE T Ar.AWAM MA n 11l1l1 f"\n !I.'A T ~I' AI r ~n" !ll .... ,.... I, ................. 1-, 1 "t:: b 1 '" /-- 1-, ~ / /;, "'-' .H-ro-<m ~ "'" @"I RAKE: ANGLE -RAl 1-~~1-~~1-~~1-~~1-~~1-~~~ RAKE ANGLE-RAJ .-) 1--1---1---~-----1----_~ I II . II ~ II II II I ~ II II II II II ~ ~ II , II -------:L-=-=1 ~ = = = = = = = = = = = = = --------t-- ENDWALL FRAMING: FRAME LINE 3 1'1::::... 12 ~I ~I ~ ci 9 '" ffi "-ci Q. 0 3 --' '" :r --I-'" w ~ • g <:> 1 '" '" '«I w , .... '" 1 -.... I ~ 1 ..., --s;;; ~ \ C? 1'1::::... 12 --------- i ~" "":g I IE IE I --------I / J-=======================J I 2'-6' I Field Lap OR Cut Lost Panel ENDWALL SHEETING & TRIM: FRAME LINE 3 PANELS: 26 Ga. RR -NEED WALL COLOR (5) PANELS @ 2'-0 1/2" 61-1 Panel Start FOREMO ST BUILDINGS, INC. I A.R.GREEN & SON PROJECT I UNITED WATER 10 12013 PROJECT 1190 M STREET ADDRESS AGA WAM. MA 01001 ENDWALL FRAMING CHECK: 88 OF 10 1 ...... .-' or- ":" "1'1 -.... 20'-10" OUT-TO-OUT Of SillL I I3l (UPPER BLDG.) OUT-TO-OUT Of STEEL (LO'I.£R BLDG.) I Y Q:: F ~ , " I r 19' O' I' 5' 5" --I 19'-0" 23'-0' 1-5 :~ 4" " J-- 42'-9' E-ll ~1 ~2 4'-0· I I G-ll ~ S'-O" I 4'-0· {}-7 ____ {}-11 ~-i~ I I t 4'-0" r-' I I {}-s c.'9~\ ~'I rif''''/~r.L>, 4'-0· ~ 1 r' I G-7 Y {}-11 , {}-4 J'-6· .3'-6" 1 1 6"f-~ t:::-BC-l V> I V 8C-l ~ ~~ BC-l ""ll .t------------= ~ ::=:t6" I I RF1-l I RF2-10 I Vl Rf2-1 RFHO SIDEWALL FRAMING: FRAME LINE C m ~ ~ 'I q:> SOGR (Gutter with 1 downspout) '( $OGRCB (Gutter with 1 downspout) "''''' F8S1~ EBSGR SllGRCB EBSGEC rg~ 0 FfH C o r EBSGR ElB I IltlSf..EC r ,rl I I 1 I I I 1 I '" ~ Il:::.l 1 ~< _ 1 oln 1 .... 1 ~< E I';' I . I ~ 1 _ 1 \ E I I I I I I I I I L EBBTO I I I _-J 6'U Panel Star! l'-O'\-l Panel Lap ,2'-4", Field Cot Last Panel MEMBER 'i'Alli:r FRAME UHE C MARK , PART £-1 l'OES514 E-2 10ES514 E-l1 10£S514 {}-4 BX25Z16 G-5 BX25ZH {}-7 8X25Z12 G-ll 8X25Z16 BC-l 8X25C16 CB-l CB0250 CB-l0 CB0250 SIDEWALL SHEETING & TRIM: FRAME LINE C FOREMOST BUILDINGS, INC. I A_R.GREEN & SON PANELS: 26 Go. RR -HEED WALL COLOR PROJECT I UNITED WATER SIDEWALL FRAMING 10 12013 DESIGN: SJR I DRAFT: b iq -r CHECK: PROJECT 1190 M STREET DA TE: 12/17/09 I SHEET: 9 OF 10 ADDRFSS I A(;;A WA" AlA n",,.,, ,-...,.." ........................ ,~- • ,"71 . :' 5" 4 • '" 20'-10" OUT-TO-OUT OF SlEEL 19'-0" E-10 G-11 G-1 G-ll 8C- I------T----------------~ RFl-12 . RF2-13 SIDEWALL FRAMING: FRAME LINE A G (') 0 -l m ~ ~,UJ X w , ~ cy ~ (Gutter with 1 downspouts) ~rn ~rn FBSGEy FBSGR FBSGEC o 10 11 I I I I I I I • I ~ 1 ::;: I .;., I 1 1 I I 1 1 1 6"1..1 Ponel Start --- FB8TO --- I- I 1 1 1 1 1 I I I I I I I I I I I SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. RR -NEED WAlL COLOR 1.2'-4"1 Field Cut Lost Panel INC. PROJECT 1190 M STREET AnnRF~~ I 6r:./\ \Af/l.l.A .,,.. ""f"'II""\" FBHT 1-£31 1£31-""":1:::t: :J:~ EE Ee: (2) 3070 DOOR lRIM ONLY i ! ! i ! 1 , 1 .~ :.~ ;~i " ,j f;~ ~ ~; , ,. ~ ~,