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Home My WebLink AboutPAPERWORK FROM AN AMERICAN BUILDING. y= r AN A.M,.ERI iric eennv CAN BUILDING, - IT'S RIGHT. Customer Satisfaction is #1 i i II A.B.C. JOB NO. or . .91 A Safety Commitment - - American Building Company drongly that safe working andilions and aldent proection prstiasbe Me lop prioriyon mryjob site. Local,tae and fedad safeyand hea1M standadsshwid allays he followed to help inwrewmkasafey. Make awwiu all emplmees know Me safest and most praducti a way of aeceing a building Fmtgency telephonenumbes, lavabo ofhrst aid cations and emergency Poadasdhmld be mown to all employees. Daly meeting highlight, safety procedures, be use of hard haa, rubber sole Acts W roof wink, proper equipment In handling material and solely nets Mere passible ere recwnmmded cation practices. American Buildings Conpam intends Met these preradios be interpreted and moin'sta dl with round judgment mnsislen[with good safety practices. AMERICAN BUILDINGS COMPANY Your Safety at Work Fnpkryee Safety ' Theoaeyof eaih enployeeshmld be Me'Wmba 1'requirerrenlat eaM pb site. Ariiedan Buildings Canpgnystrangly rsarmtends that each employee be property vaned and supayse l in safe soak prwdm 1(ym feel thatyw ham not beat property trained an safey procedureso are not being prof ery wpavise4 conwn yarn wpervsor. Wnilere.kiemerAel: • Wakaesdtmldbek�tele mdodelyatallt Improper tool usage, mayresult in injury, wakeattainhennoti rtet tool their and Duel (a eaM phae of building aeceim. • Return taaswhm not in use, re heir proper places. A Suncormtvvasnt to employee safety is Me first step in ea h wcum ful building erection. DAILYMEETINGS HIGHLIGHTING FIYIPLOYEESAFETY R mamba) Daily ro aatitgs higNighting emplayeesa(dy procedures will reduce the mmber d employee accideMa rp Your Safety at Work Your Sdetyatworkdapmdson fi. Ming: 1. Nmm�ng wfiat hehmad; ere' 2, kbbwin6 howw Protectywrslf 3. Thinldngandxlingsafey a. Ind-. Yob mwakas We, is Your lob This publi on will help to identify some ofthe hazards and Will suggso some of Me ways In which eaton on protst Mansay These guicdos, however, ere no complete and should not be read upon as .1usiveocomprdxmry safeypnocednes: Ultimately. omy You cm ProtectywvsdlbYmakn6 sore Wu recognizeallofbeham "byb Wngallwingsafdy. ... Md Your Ioz's lob Size you mwa .unsafe behavior inn endanger you, help Mein ad safely, ten. READ AND UNDERSTAND ALL SAFETY PRECAUTIONS If You Dont Understand -ASK Important Ifthere¢eomething you don't understand, gel help fromyroursutu rvisor. Your Safety at Work Mwinga titling Leas Soywell m Me dearofamyrtwving load. "hand; and feetdearat al times Workers dumH be barred he conwiy locate Me points of cable altati ment unit in Me coral and sae operation of lifting equipment. OSHA apif hard hoes, steel toe dunes with metwereal goad and eye protection d bold be worm at all times Stay in be cie r of ary lifted load. Make amain di far ming is propay brared or gyed before liPong lines are rennenmri STAY WELL IN THE CLFARI s q .able: .�a�e.�ryP�";>�.•:.,. "�' ;aid. s n 1 ,a, pg- .z Remember) Daily nxetirgs highlighting employee safety procedures will reduce the number of employee accidents Your Safety at Work .. Make Malea CTool Usage Cowu be twain tool is safewallible aid usd far ash y t000f building erection. -Woke shouldedg maintain a (van, sate podtim who using any local and a comart avames of heir location w he raaf edge. Ise as Wre a Haunts, netting o rank Nhen woddng m roof azrf�s. Onedk wire rope for broken strand;, brokenypmtan i fnHng. Repta midalwd mall OSp nine der.. Personalp 6mot bePmmtshmlddways mesh use elmzrial t 6orreuip approved standing o m. EkNka roofs must be propeN gowded. Do not me elstriral cool; a equipment wfii@ swdmg on wet wings. Return gods to their proper pimawham not ixer Don't atlowlools, bloda dngor meidto bee come a falinE hazard. USE THE CORRECT TOOL FOR THE CORRECT 108 >z s. i i . Remember) Daily meetings highlighting errployee gaiety praedura will reduce the number of errployse accidents Your Safety at Work PANELS MAY BE SLICK Panels may, be oiled and slick Oil protects the panel mil stock and finished panels boo most during dUppingendsmrage. Dev,fimtaaryoffimmisbaerttaycasse PaneBmb¢slippery. Bacertantowipe paxlsclean before imlapadan begirt Wear rubber sale work boar, When on Me Trot, ese OSHA ypmveE prdMion de es such m safely, Tins, safety net or acadt platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Empbyees wtdbecmbnuastyvvanedtonearstarmadngleuusarcedroofpeeloraslackofloof panelss laying unatland on Me pales. Sartre end and will clamps at appropriate brothers and place vaildoemb to Me flat of any panels not fully semredw Mepurlimmdwpponedbypmelsweshdde. Waklwmdsshouidrunwbe MlllagMof Me panel and be fastened together by dnilfing a hole near Me end of exit board and lying it will rope w the new board.. gZzu a grooms in Me bottom of adu board so hat Me board will lie flat and not Bp back and forth because of Me two. SAFEIYPRECAIIFlOt15 ,• NI safety preaNnes referred to rXoughout this publication, all OSHA safety reopuiremerts or other crnmmaryo sWutoryrequirenen•� must be xdheretl to in ode w oon i ide, mployee i fey. Dailymeeting de rlbr, ra.k procedures, use of had but, robber ode oboes for raaf work proper equipmentfohandfin m-, ad and Mtge ofroofproleatfan deck¢ ere remumendd election pratm. Your Safety at Work MA PRECALIH0IJS FOR ROOFING WORK American Buildings Company strongly recwnmends Mal cation employees be continumdy trained and retrained in rate and pmuucdce wait prstices. Working on the roof ania in the installation of roof slmctumis, imulation or roof Ie rels requires proper training, comet equipment and moon[ alertness to minimize the danger of falls. Hard hap should be room on Job sites w prevent injury from falling objecs. Wore-f ouldahvgsbeavmeof Meirlw ionto Merwfedge. Safe work practices on the following erection dugs should be carefully reviewed with ereGion news poor to beginning each job. PAN EL MAY COLLAPSE IF NOT PROPERLY SECURED Roof panels must be completely attad ed to the purlins and to panels an either site before they eat be a sa(ewdkingwrfse. Penialy aadued a unattached panels should nevw be walked oul DO NOT: 1. Slepem,batedgeofpmel 2. Sleirmarmseiaribaedgeofpanel 3. Stepwithin5 feetof edge at umeauned panel. Roof fends root pevm be rod m wott pl#amo. An OSHA approved noway as ryedficd m "OSfU Salary ad Hmfdr Fegubaamr far dx Cazumacdan fradaroy"Ambi be sod fa platfamn work Interpretation Amedcan Buildings Company disdae, my responsibility for injumm or damages Mich may result from Me intemnomion and inplementehm of these saely, and a coon pratias since be stusl section operaiore and conditions we beyond Ammicare Bulletin, Company, control. It is azume l Man only experienced, knowledgeable erectorswim trained crews and props eqummentwill be engaged to do Me erection. It's evphsizrd but Amedan Buildings Company is manufacture of meld building carpment and is not mgagd in Me action of be produces. Opinion efww dl by Amenan Building Conpam' about KMim - pramices ere Intended to present only a guide as to hmv Me mmpment dhmld be aseembled to create a building The experience, expertise and skills of Me erection creme as well s Me equipment available for handling be meld detennins Me quality of erection and Me ultimate metamer satkfaim of he capleted I building AMERICAN BUILDINGS COMPANY r GENERAL FOUNDATION NOTES AND CONCRETE DETAILS . 1. AMMICAN BU THINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION. FLOOR OR SIPS DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHGUID BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSE 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY MPY TO A PARRCLJLR BUILDING AND MUST BE MEOUATE To RESIST ALL OF ME CRITICAL COMBINATIONS FOR EACH OF ME VARIOUS LOADING CONDITIONS. MESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE ME DESIGN LOADS TO BE RESISTED BY ME FOUNOMONS. A 4. REINFORCING BARS. WIRE MESH. ANCHOR BOLT SHEAR ANGLES• RE RODS AND / OR HAIRPINS ((HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO ME FOUNDATION DESIGN. THE HORIZONTAL THRUST AT ME COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE YERYICAL REACTIONS, MUST BE SUSTAINED Br HAIRPINS, TIE RODS. BUTTRESSES, OR OTHER DEPENDABLE NEARS. ' S. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL OR WHERE FILL IS USED. THE FILL MUST BE PROPERLY COMPACTED OR ME FOOTING SHALL EXTEND ICI THE NATURAL GRADE IN ALL CASES THE'FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST-UNE 6. UPMSION OR CONSTRUCTION JOINTS,SHALL BE LOCATED M REQUIRED IN FOUNDARON WADS MD SUB. ]. THE TOP OF ME FOUNDATION OR FLOOR SHALL BE SQUARE LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE ill/16 INCH ON DIMENSIONS WTININ THE-MOUP SPACING FOR AN INDMOUAL COLUMN. AL OTHER DIMENSIONS SNAIL. HAVE A 11/8 INCH TOLERANCE. • B. COLUMN BASE PLATES MEDESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPUCIII NOTED ONERWISE, ALL EMBEDDED sillumNAL STEEL (INCLUDING ANCHOR BOLTS). ORDER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR 10. ANCHPR BOLTS SHOULD BE M SHOWN AND CALCEO FOR. INCLUDING PROUSCRON FROM CONCRETE DIAMETER MD QUMTTTY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS ME RESPONSBMY OF THE FGUNGMaN DESIGNER. ME FRAME REACTIONS ME CONSIDERED ME MINIMUM LOADS TO BE DEVELOPED. • 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON FIVE A110WMLE STRESSES GIVEN IN TILE ASC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED I MOVE ME CONCRETE BEARING SURFACE. EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 WCH. ALL BOLTS SHAL HAVE A MINIMUM IN EAD LENGTH 1/4 INCH LESS INN ME PROTECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. .14. ANCHOR BOLT DIAMETERS FOR ME PRIMARY FRAMING AND ENOWAL FRAMING ME DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. ANCHOR BOLTS FOR FRAMED OPENINGS SHA . BE 1/2 INCH DIAMETER UNLESS OTHERNISE NOTED. -WE BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT BASIC MATERIAL SPECIFICATIONS ti- 8' 1/2 3' 1 2 FINISH FLOOR .Y --S ANCHOR BOLTS (SEE NOTES 113 k #14) SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STEEL STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO ME REQUIREMENTS OF MM A 36, ASTM A 572 GRADE SO OR 55, OR ASTIM A 992 WITH A MINIMUM YIELD OF 50 KSI. STEEL FOR All. BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF -WE FOLLOWING: A ASM A 1011 SS, GRADE 55 B. ASTM A IOlI HSIAS• GRACE 55. CLASS 1 C. ASTM A 572 GRACE 55 D. ASIN A 529 GRADE 55 STEEL FOR ENMALL'C' SECTIONS SHALL CONFORM TO ASTA A 1011 SS. CRANE, 55. OR HSLAS. CRANE 55. CUSS 1 MEI. FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASM A 53. TYPE E OR S, GRACE B, OR ASTM A 500 GRACE B SECONDARY FRAMINC,�SrEsl STEEL USED TO FORM PURUNS, GIRLS. LIVE SMUTS AND 'C' SECTIONS SHALL CONFORM TO ASM A1011 W. GRACE 55. OR HSVS GRADE 55, CUSS I. OR IF GALVANIZED SHALL CONFORM TO ASM A653 SS, GRADE ED. CLASS 3. 00 OR HSLM. TYPE A. GRADE 50, MO, BOTH WIM A MINIMUM YIELD STRENGTH OF 55 KSI. ROOF AND WADI PANB MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF ME FOLLOWING: PANEL MATERIAL SHALL BE &UMINUM-ZINC ALLOY -COATED STEEL CONFORMING TO ME REQUIREMENTS OF ASM A 792 SS, GRACE SO. 14ATOX MAY BE BARER 26 OR 24 GAGE PANEL MATERIAL SHALL BE ALUMINUM-2111C ALLOY -COATED STEEL CONFORMING TO ME REQUIREMENTS OF ASTM A 792 SS. GRADE SO. CUSS 2. MATERIAL MAY BE EITHER 24 OR 22 CAGE( 7 HAWS, ATE A OSHALL B BE ZII80.CMATERW.CIIAVYANIZ08 BE STEEL HER 26COMNI f0DESGERATION 390, CONFORMING TO ME REQUIREMENTS OF ASM A 653 SS. GRADE &1 OR PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL COMING DESIGNATION MO. CONFORMING TO ME REQUIREMENTS OF ASTM A 653 S5. GRACE 50. GLASS 3. MATERIAL MAY BE EITHER 24 OR 22 WE. BRACE MATFRIAIe BRACE. CABLES: ASTU A 475. ]-STRAND ENS WIRE CABLE SC4 - 1/4- DIA. GO 5/I6- DIA 8C6 - 3/8- DIA BC8 - 1/2- DIAL CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY THAT, THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WATT THE FOLLOWING CRTERLV THESE DESIGN LAMS -AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH: SHEIET NUMBER DATE REV. Nil. SHEET NUMBER 2002 Florida Building Code MC-1 11/07/05 2 DESIGN LOADS DESIGN LOAD COMBINMONS M-4 11/07/05 1 META. BUILDING DEAD -LOAD (0) 0 + L P D+c + L COLLATERAL5pa;On LOIN Me D + W 5 pill On Roof Members p/4L + 3/4W 5 psl On Supporting Frames D+C + 3 K + 3/4W ROOF LIVE LOAD 4U O.6OD + 20 pill on Root Members O.R(D+C) + W WIN Reduction On Supporting Frames As -Permitted By Code WIND LOAD (W) High Velop Hurricane Zone - No Espoaure (Terrain) Category - B. Urban and suburban areas, •oodad afe09, as , se Tomah, With numerous Closely shooed obstructions 140 mph Basic Wind Speed (3-second goat) Enclosure Ch ssiFicaUon Enclosed Buildmga Wind Importance Factor = 1 , Ocwnccyy Classification- All buildings and structures do not qualify as any other more specific category �97E5� 1. ALL FIELD WIELDING IS TO BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WRH ANSI/AWS 82.1 FOR THE WELD PROCESS AND POSIRON REQUIRED. SHIELDED METAL ARC %ETD ELE ODES TD BE E]OXX. 2. THIS PROJECT IS DESIGNED M AN ENCLOSED BUILDING. ACCESSORIES (DOORS. WINDOWS, ETC. BY OTHERS MUST BE DESIGNED AS 'COMPONENTS MD CLADDING' IN ACCORDANCE TO SPEGFI WIND PROVISIONS OF THE REFERENCED BUILDING CODE. I. UNIFORM BUILDING CODE (ICED) - j FA-285-CARSON CITY, NEVADA PLANT. ' 2. INDIANA - 3 MASTER PRIM FILE NUMBERS GABLE BUILDINGS : M-295I47 SINGLE SLOPE BUILDINGS : M-295140 LEAN-TO BUILDINGS : M-295144 3. MSCONSIN-+200232-M. 13 BASIC STYLES. 4. CRY OF CLEVEIAN'D. ONG DOCKETS S-52-132. 5. CAN DIAN WELDING SUREAUIDNISION I CERIIRCABON AT EL PMO. CARSON CITY k LACROSSE 6. ASC QUALITY CERRRCARON,'CATECOR% MB. ]. PUVN CERTIFICATION AT CARSON CRY FOR CITY' OF SEATRE-AND FOR OGOEN. LRM, 8. CRY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PUNT. S. CRY OF HOUSTON. T//EXAS'FMRICATOR APPROVAL /4]B� " S 90 (( )) 10. STANDING SW 11 W UNDERWRITERSIFBOMTDORIE ROO SEAM NG MATERIALS AND60 WIND �SYSTEIM OIIFECTORY. N5IRUCIION N0.5 93 AND 21CA ASLISTED 11. LOC SEAN / LOC SEAM 36D WINO UPLIFT -CUSS 90 (UL 90 CONSTRUCTION NO.S'238.-23BA 2389, 238C, 331, 332. 336. 435. 45/1. 48] At 567 AS USRFD IN UNDERWRRERS ORATORIES ROOFING MATERIALS MD MIEN DIRECTORY. 12 UNDERVRRLONG IIFT2S LABORATORIES ROOFING LAME W5NG SPM 10 PANEL -µ S 90 UL 90SYSTEM DIRE&ORYNSIRUCTION N0.8 ]l, TEST h I67 M-LISTED M 13. 22 GA STANDING SEMI 360 HAS NET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. 14. 24 GA. STANDING SEAM 360 HAS MET FACTORY NUM& STANDARD 071 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 15. 24 2a 26 GA LONIMPAN IT HM MET FACTORY MUM& STANDARD 447I UP TO AND INCLUDING 1-150. 16. 22 GA. LOC-SEM 360 ILLS MET FACRORY MUM& STANDARD 4471 UP TO AND INCLUDING 1-180. 17. 24 GA LOC-SEM 360 HM MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND WAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. - 18. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE 14950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. 19. 11WMI-DPDE COUNTY, FLORIDA ACCEPTANCE NO. 00-0929.0E - 24 G4 STRUCTURAL STEEL 3' X 24' STANDING SEAM 360 20. 1MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 00-0929.16 - 22 GA STRUCTURAL STEEL 3' X 2e STANDING SEAM 360 21. 1MIAMI-DARE COUNTY, FLORIDA ACCEPTANCE NO. 00-0929.06 - 22 GA STRUCTURAL STEEL 2' X 16' LONG SEAM 360 22. MIMI-BADE RUNTY, FLORIDA ACCEPTANCE NO. 01-0802.0E - 24 GA NON-STRUCTURAL (ARCHITECRJRAL) METAL ROOFING 2' X 16' LOC SEAM 360 23. MIANI-DARE RUNTY, FLORIDA ACCEPTANCE NO. 00-1120.04 - 24 GA. NON-STNUCTUR& (ARCHIIECMR&) METAL. ROOFING 2' X 16' LOC SEAM 360 - 24. MIANI-DARE COUNTY. FLORIDA ACCEPTANCE NO. 03-OSS0.03 24 GA_ STRUCTURAL MEL 1 1/4- X 36- LONG SPAR III ROOF PANEL 25. MINA -DARE COUNTY, FLORIDA ACCEPTANCE NO. 03-0530.05 24 GA, STRUCTURAL STEEL 1 1/4- X 36- LONG SPAN III WALL PANEL 26. MIIAMI-DARE RUNTY, FLORIDA ACCEPTANCE NO, 03-0530.04 24 GA STRUCTURAL STEEL I 1/4' X 36' ARMITECTURAL 61 WALL PANEL 27. FORAM PRODUCT APPROVAL FOR STRUCTURAL COMPONENTS (FL694). ROOFING (R704) AND PANEL WADS (FV05). DATE REV. NO. THE CERTIFYING ENGINEER HEREWITH IS NOT ME ENGINEER OF RECORD FOR ME OVERALL PROJECT AND IS ONLY CERTIFYING THAT ME DESIGN OF ME METAL BUILDING COMPONENTS FURNISHED BY MERICAN BUILDINGS COMPANY SATISFY ME DESIGN REQUIREMENTS SPECIFIED MOVE AND ON ME A.B.C. CONTRACT. THIS CERTIFICATION EXCLUDES ME ERECTION OF ME STRUCTURE msrATIJs ••� SCALE: NONE DATE CHARLIE.S DODGE MN CONSTRUCTION D wVDADBY:5 T_10/21/05 U.S. HIGHWAY 1 WR MaFUrt'only CHEWBY: FT. PIERCE, FL FOR P0.6IDMINATY DESIGN APPD Br: JYH 10/2s/oil ANDERSON-MOORE CONSTRUCTION CORP u UFAULA ' i Y. 11251102 ABC-1 c CERTIFICATION AND SCHEDULE OF DRAWINGS GENERAL FOUNDATION NOTES AND CONCRETE DETAILS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO SHEET SHEET il. ANERIGW BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LABILITY FOR FOUNDATION, FLOOR OR SUB DESIGN OR CONSTRUCTION. COMPLY WIN THE FOLLOWING CRITERIA - THESE DESIGN LOADS AND COMBINATIONS ME APPLIED IN ACCORDANCE WIN: - NUMBER- - DATE REV. NO. NUMBER DATE REV. NO. 2. WE FOUNDANON DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT -AT THE ACTUAL JOBSTE. 3. FOUNDATION MUST BE DESIGNED FOR THE MPUCABLE RUCTIONS M THEY APPLY TO A PMTICUUR BUILDING AND MUST BE ADEOVAW TO RESIST ALL OF THE CRITICAL COMBINATIONS MUST BE USED TO DEfFAMT E THE DESIGN LADS TO BE RESISTED BY THE FOUNDATIONS 200f Florida Building Code ABC -1 10/26/05 1 ABC-2 10/26/05 0 • FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS + 4. REINFORCING BANS, WIRE MESH, ANCHOR BOLT SHEAR ANGIFS, RE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO WE FOUNDATION DESIGN. WITH APPLICABLE VERTICAL_ REACTIONS, MUST BE SUSTAINED BY HAIRPINS, RE RODS, BUTTRESSES. OR DESIGN LDADS DESIGN LOAD COMBINATONS - THE HORIZONTAL THRUST AT WE COLUMN BASE ACTING IN CONJUNCTION 0 + L AD-1 10/21/05 0 . OTHER DEPENDABLE MEANS. FOOTING SHOULD EMEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL FILL IS WHERE FIIS USED. THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL METAL BUILDING DEAD LOAD (0) O+C + L D + W AB-2 10/21/05 0 S. COLUMN • EXTEND TO THE NATURAL CRUDE IN ALL TH CASES E FOOTING SHALL EXTEND AT LEASTTH6 INCHES BELOW-E-LOGE. FROSt-UNE. COLLATERAL LOAD (C) O+C + W AB-3 10/21/05 0 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WADS MO SUB. INCH ON DIMENSIONS WITHIN 5 psf On Roaf Memban D + 3/41. + 3/4W 5 paf On Supparfing iromes D+0 + 7/ALL + 3/4W AB-4 10/21 /OS 0 _ 7. WE TOP OF THE FOUNDATION OR FLOOR SHALL BE SMARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURNMY SET TO A TOLERANCE t1/16 " COLUMN. ALL. OTHER DIMENSIONS SHALL HAVE A 41/8 INCH TOLERANCE ROOF UVE LGAD (L)Nembem 0.0.60( +) 600+C+ W E-01 10/21/05 0 THE GROUP SPACING FOR AN INDMOUAL 8. COLUMN ME PLATES ME DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE MOM OF 2500 P.SJ. AT 28 DAYS. 20 psf an R.J Wilb Rad..Uon On Supp0rting Frames N Permitted By Code E-02 10/21/05 0 9. UNLESS IXPUCTILY NOTED OMERWISE ALL EM,SMW STRUCTURAL STEEL. (INCLUDING ANCHOR BOLTS), OTHER MATERIALS. AND LABOR SHALL BE SUPPLED BY THE FOUNDATION CONTRACTOR. WIND LOAD (W) High Velocittyy Hurricane Zone - No a Urban and suburban Dress, E-O3 10/21/05 0 10. ANCHOR BOW SHOULD BE M SHOWN AND GLUED FOR, INCLUDING PROJECTION FROM CONCRETE DIAMETER AND QLANTIIY. _ EXpasurs (Tertvin) Category Remain Wooded areas, or other terta'in 1riN numerous closely spaced E-O4 f0/21/0.5 0 It. WE EMBEDMENT OF WE ANCHOR BOLTS IN WE CONCRETE AMID CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE 6 WE RESPONSIBIUTY OF WE FOUNDATION DESIGNER. obstruction. 140 mph Basic Speed ymQ THE FRAME REACTIONS ME CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. '12. A11 ANCHOR BOLTS SHALL BE ASW ASO] OR EQUAL IN ORDER TO CONFORM TO AB.C. DESIGN I65UNPTIONS BASED ON THE AI10WADLE STRESSES GNEN W WE AISC MANUAL OF -Uind .1...d 3 Wuid Importance Factor m Elnclosed Bu0dinga E-OS 10/21/05 0 E-06 10/21/0 0 STEEL CONSTRUCTION. 13. All ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BLARING SURFACE. EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT ODORS WHICH SHALL THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE Gaauponeeyy Classification � M buildings and structures that do not qualify as any other more Walk category E-07 10/21/OS 0 HAVE A PROJECTION OF I INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS PROTECTED PRIOR TO COLUMN ERECTION. " FIELD WELDING IS TO BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH ANSI AWS E-07A 10/21/05 0 AI ERS FOR WE PRIMARY FRAMING AND ENOWALL FRAMING ME DENOTED AT ROPECIIVE WE PLATE DETAILS OR ON WE BOLT PLACEMENT PUN. ANCHOR BOLTS AlL 82.1 FOR THE WELD PROCESS AND POSMON REQUIRED. SNEUED METAL ARC WELD ODES M 14. ANCHOR BOLT DI - FOR FRAMED OPENINGS SHALL BE 1/2 INCH DVMEIER UNLESS OTHERWISE NOTED. BE E 2. THIS PROJECT IS DESIGNED AN AN ENCLOSED BUILDING. ACCE550RIE5 (DOORS. WINDOWS, ETC. "COMPONENTS WIND E-08 10/21/OS 0 BY OTHERS MUST BE DESIGNED AS AND CUODING• IN ACCORDANCE TO SPECIFl, E-09 10/21/OS 0 PROMSIONS OF THE REFERENCED BUILDING COOS E-10 10/21/OS 0 E-11 10/21/05 0 8' E-12 10/21/05 0 _ ANCHOR BOLTS 1 2" 3' 1 2 FINISH FLOOR BASE MGM FASTENER (SEE NOTES 813 & 114) E-13 10/21/C5 0 E-14 10/21/05 0 (NOT BY AB.C.) ME MGM (MINIMUM 1/4' 0 CONCRETE - E-15 10/21/05 0 ANCHOR BOLL 5'-O O.C. ' .•• MAXIMUM SPACING OR ,B" •V - _ EQUAL BY OTHERS) 'F'.. •.:'•.•••..` !:y SED-001-015 10/21/05 0 1 3 B" NOMINAL DOOR WIDTH 1 ] B" TS L/13 DOOR WIDTH + 2 ] 4" SEE NOIESANCHOR ti ��.� .'••- Y[ %14) '4 UNITED M WE STRUCTURAL DESIGN OF THE FRMING AND COVERING PARTS MANUFACTURED BY AMERICAN " THIS CERTFlCARON IS BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS. LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ME NOT ME OTHER PANTS OF WE PROJECT NOT PRONGED BY AMERICAN BUILDINGS COMPANY SUCH DI BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - B" (OF MILL OVERHEAD DOOR LAYOUT) INCLUDED. I150 EXCLUDED FOUNDARONS, MASONRY WALLS. MECHAMCAL EQUIPMENT MO THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING BE ERECTED ON A PROPERLY DESIGNED FOUNDATION W ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY 'GENERAL SHALL E". WE MENU, OFF T M OENR AND WE JOB DREMON DRAWINGS. WE DRAWINGS USTED ON THIS SHEET ERECTION . SHALLREMAIN AND BECOME PART AND 6 OF RECORD FOR WE OVERALL AMERICAN WE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEERBUILDING COMPONENTS FURNISHED BUILDINGS ONLY CERTIFYING THAT WE DESIGN WE METAL BUILDING MT, ' PRODUCT MPROVA-5 AND CERRFIURDNS BASIC MATERIAL SPECIFICATIONS 1. UNIFORM BUILDING CODE - / FA-285-CMSON Cltt, NEVPDA PLANT. REQUIREMENTS AND N THIS �OERTFIGRON IXC UOES WE EREECRO OFF WE SMUCWPE AND ON WE aB.C. CONTRACT. W6 ' POUR FILE NUMBERS , 2. CABANA - AS AN FILE I : M GABLE BUILDINGS : M-2951M SINGLE SLOPE BUILDINGS ; M-295140 PRIMARY FRAMING RTEF_ STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO WE REQUIREMENTS OF ASIN A 36. AM A 572 GRADE 50 OR 55. OR ASM A 992 - LEAN-TO BUILDINGS : M-295114 -- 3. WISCONSIN-NOO232-M. 13 BASIC. STYLES. A ,% WITH A MINIMUM YIELD OF 50 KSI. TEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING( 1^ , SE } 82. , '5.. LILY OF CIEVElAN0. ONO DOCKER 5- DIFI S. GNADNN'WEIDING BURGU,pMSiON I'CEROTIFlGRON AT EL PMO. CARSON CITY k LACROSSE. A ASTM A 1011 SS, GRADE 55 S. ASTM A 1011 HSLTS, GRACE S5. CLASS 1 C. ASM A 572 GRACE 55 6. MSC QUALITY CERRFlCATON, CATEGORY Ms. - 7. PUNT CERTIFICATION AT CARSON CITY FOR CITY OF SUTRE AND FOR -OMEN. UTAH. D. ASTM A 529 GRADE 55 & CITY OF LOS MGEIES FABRICATORS LICENSE /1390 AT CARSON GITY PLANT. STEEL FOR DIDYALL'C" SECTIONS SHALL. CONFORM M ASM A 1011 SS. GRADE 55_011 HSIA9,IGRADE 455, CLASS 1 SLEET. FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASRJ A 53, ME E OR S, GRADE B, OR ASTM A S00 GRADE B 9. CITY OF MOUSfON, TEXAS ST FABRICATOR SEAM 360 WIND t47B. ( ICI. STANDINGEAN 11IIABORATONES MATERIALS D RECTUL �W. CONSTRUCTION N0.5 9] AND 21OA AS LSTEO y ROOFING (D�SYSTEM SON 451. 48ac ] k 567 ASNUSTED IN UHDERWRfTERS UL 9�0 CONES ROOFINGSMATERILS AND3BSYSTEM DIRECTORY.2' 11. 336, rnupA FRAMING 51EEL "C' SHALL CONFORM TO ASM A1011 0. GRADE 55. OR HSIAS GRADE 55, CLASS 1, OR IF 415, 12. LONG WM LONG SPAN III PANEL WIND UPUFr-CLASS 9O (UL 901 CONSTRUCTION NO.S 71, 161 & 167 AS LISTED IN STIED. USED TO FORM PURLWS. GIHIS, LIVE STHUR AND BEGIONS .GALVANIZER) SHALL CONFORM TO ASUM A6s3 SS, OWE 50, CLASS 3, MO OR HSL S, ME A GRADE 50. G90, BOTH WfM A MINIMUM GELD SfPENCM OF 55 KM. LAND S LABORATORIES ROOFING WlERWS AND S5IE11 DIRECTORY• CA sIMOING SEVd 360 HAS MET FACTORY MUTUAL STANDARD 447I UP TO AND INCLUDING 1-120. c 13. 22 14. 24 GAL STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD M71 UP TO MD INCLUDING 1-120, CORPS OF ' ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASM E-1592. _ ROOF MO WALL PANEL MAIERIAI • 15. 24 h 26 GA LONGSPAN N HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. EMEAIOR PANELS SHAM CONFORM TO ONE OF WE FOLLOWING: 17. 22 G LOC-SEAM 36O HAS NET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. PANEL MATERWL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING M WE REQUIREMENTS OF AM A 792 SS, GRACE 80. 1]. 24 Gl LOC-SENT 360 HAS NET FACTORY STANDARD N]t UP TO D INCLUDE-159 NC 1-120. CORPS OF ENGINEERS NATERML MAY BE DINER 26 OR 24 GAGE CO HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592 GUIDE SPECIFICATION N 01416 TESTS + PANEL MATERIAL SHALL BE AUJMINUN-ZINC ALLOY -COALED STEEL CONFORMING TO WE REQUIREMENTS OF ASTN A 792 SS, G(VDE 50, CLASS 2 WI TAPE 0-092 MEW CORPS OF S GUIDE SPX fi. 19. 24 GA MODIFIED WITH MATERIAL MAY BE ETHER 24 OR 22 GAGE EPANNE 24' STANDING STRUCTURAL DING 19. YIAVI-DACE COUNtt, FLORIDAFLORACCEPTANCE NO. 00-0929.16 - 22 CA STRUCTURAL STEEL 3' X 24' STDING SEAM 36O ADE COUNTY. PANEL MATERIAL SHALL. BE DNC-CQAPGLVAN2M2 STEEL COATING DESIGNARON G90, CONFORMING M WE REQUIREMENTS OF ASM A 653 SS, GRADE 80 OR BE ETHER 26 OR 24 GAGE - - 20. MANI-0ADE COUNTY,-PLONOA ACCEPTANCE N0. 00-0929.06 - 22 G< STRUCTURAL STEEL 3' X 15' Lac SEC SEW 36O STEEL 2 % 16' Lac SENT 360 r, HSUS, TYPE A OR B, GRADE 80. NA MAY 50. CUSS 3. 21. MMMI-OADE COUNTY, FLORIDA ALCEPIMCE NO. QO-0929.06 - 22 CA SINUCTIIRN. R PANEL MATERIAL SMALL BE ANC -COATED (GALVANIZED) SIEEI. COATING DESIGNATION G90, CONFORMING 70 WE REQNRFMENR OF ASTM A 03 SS. GRADE 22. MBAVI-GADE COUNTY. FLORIDA ACCEPTANCE NO. Ol-OSO207 - 24 CA NON-STRUCTURAL (MCHIfECTURAI) HEAL ROOFING _ MAMX MAY BE EITHER 24 OR 22 CAGE .. 2" X 16' LOC SENT 360 23. MWAI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 00-1120.04 - 24 CA. NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING ,1 _ I BRACE MAIEaML; BRACE CABLES: ASTA A 475. 7-STRAND ENS WIRE CABLE SC4 - 1/4' NA SCS - 5/I6"-OIA- - 2" X 16" UDC SEW 360 24. NMI -ME COUNTY. i1DRIOA ACCEPTANCE N0. QT-01T0.03 24 CA STRUCTURAL SIEEEL 11/4' X 36' LONG SPMN ROOF PANEL No. O3 MO.05 24 GA. STRUCTURAL STEEL 1 1/4- X 36" LONG SPAN N WALL PANEL ' me - 3/8• DIA BOB - 1/2- DW 25. MINI -DACE COUNTY. U,RM ACCEPTANCE COUNTY. FLORIDA ACCEPTANCE No. W-WO.04 24 GI. MUCTURN_ STEEL 11/4- X 36' MGIRECTURAL N WALL PANEL - ' 26. UM -DAM 27. "RIM PRODUCT APPROVAL FOR STRUCTURAL COMPONENT (FL694). ROOFING (FL704) AND PANEL WADS (FL705). A . DATE CR GATE N0. REVISIONS - __ _ _ UPAWING M ME& SCALE: _ NONE ._. DATE ___ _ _ _ CHARUE�S DODGE EUFAU(A ... .-' a REMSIONs.-=- - - -- MADE CN'D U.S. HIGHWAY .j '''7R); ,[4j - ,\ FOR GGNs UCndN DRAWN BY. STAN "' 10121A05 =DATE. ( 3 MR APPRwa [ 77 MR PERMIT ONLY CHECKED BY: FT, PIERCE, FL AM - 'It&NOMPANY - DES1cN NPR) Br: JYH 10/2s/os ppgyRN , )) 251102 ABC-1 Ev.pa [ ]roR IiRE11NDURY ANDERSON-MOORE CONSTRUCTION CORP CARD NT; JYH 10 13 05 17:11:42 Vor. 25.1 NUMBER' 0 l'SZ'*A SCLVOI SD IZ Ot MVd.S -a DV0 Z—o8V ZOLISZII 'a3BwnN da00 NouomISNOO 3a00W—NOSa30Ntl 'oN'n3a 'ONIMVdO :Ae adav NDIs3a umaryrt3nd aa3 [ ] , ANVdwOo soNl0lln8 NVola3wV - lzI ':10a3ld 7J3 ,AB mXJ3H0 AINO UN NOS [•) T'MXWW Na3 L ) - L AdMH01H 'ST SD/li/M _ Wl$ ,Ja NMVHO , NOa]ntl19NW NO3 I - - - 30000 S.31lab'H� SILLYLS ':_ - - _ .. - _ 'ON `3LW Hom 31Y0 a.NO 30VN __ _ _ _ SN06L13a - .- - - 3NON :3"1Vos - -Walla z 014 v 31bO " Va XaN3 - 31Ya " a,XO 3aVW sNOlsv,3a VYiVBV1V binNSri3 . 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NO. - ^R@ASIONS- - _ - MAOE CK'O - DATE 50'0 on OF STEEL 70 F.L C 9e'0 F.L.0 TO F.L.0 BUILDING 1 BUILDING 2 A B C D E F G '0 22'0 VO ♦'O 25'0 22'0 220 22 0 0 0 PORTAL -FRAME - BPoJ-A BP01-A I 1 IY o II YI N N < I NI , �m R m I I, IL 20'2 11 I I BPO6-C I N 1, I I ' I I I I Y 3PO5-c I I I I I I I I I I � I I I BPDS-c I I I I r evos-c I I I I I „ I I I I I I I D I I sl ePo�c I I I I $ 11 I I ev°s-c I I I I I I I I I I I n SP05-C I I I I I I I I I I I I I m^ 11 BPO6-C I I I I 20'2 if I I i I I I - BP12-A BP13-A I PORTAL FRAME 11 1'0 1'0 a , ^ I I I I I I o o I 11i o so epol-s- 20'2 o o I iw I I -O .43 ry N N ml ml I 5 O IpN ml O I O ^lil I�1 00 �' p 10I O n 16 m LLI Iv AA- ePoa-B BPoS-B mI - I O I ^ N c o 0 0 0 =0 PHASE 2, BUILDINGS 1, 2, AND 4. 25'0 22'0. 220._ - 220 - e ° ° E F ` ANCHOR BOLT PLAN AB01F—A 13P OUT OF S1EEl TO Q FU 0 BUILDING 4 _ MADE cK'0 DATE. ENON LATE . Dw�xtNc s 1 -_. - Ste: .NONE _ -DATE - _ _ EUFA_ULA _ - _ _. ALABAMA __ -- - - sr-R n^^�s - ' - CHARLIE'S_DODGE, - - ` _. - �•7 FORCON6RBUOTION DRAwN er: srAN "' 1a/21f/o5 U.S. HIGHWAY 1- [ ] FOR APPROVAL [ ] FOR Muff ONLY CHECKED Bt: Ff. PIERCE-, FL AMERICAN BUILDINGS COMPANY [ ] roR PRntuNw++' DESIGN APPO W'. Jm 10/2.5/05 ANDERSON-MOORE CONSTRUCTION CORP DRAWING. RLv.No. uD ar: STAN tD v as to:u:,B ver. zs.t NUMBER' 11251102 AB-1 O 1'0 GIRT - LINE ' I ' n o I 11 ?I 3/4'Ay I BP01—C GIRT LINE 177 [ I'D 12 l�J m 3/47A8 BP04—C BASE PLATES 6" BELOW F.F. 8 21 11 i1 3/4'Ay m O n n I m I GIRT LINE- 1'D BP07—C GIRT LINE I o m I a n n n 21 21 21 1 1/PAB 1 BP02—C n n m m I m GIRT LINE BP08—C' a n _ n n N 21 21 21 1 1/4'AB 1 BP03—C PHASE 2, BUILDING 1 & 2. BP02—A 10 a 21 21 21 1 1/a'as 2 2 2 f i/{'Aa n O n n � N p � a GIRT LINE GIRT LINE GIRT`WE BP09—C BP11—A BP12—A BASE PLATE- DETAILS BP03—A BP04—A GIRT_ BP13—A DRAWNc S `7TAt SCALE: NONE' -DATE _ .-_-_ - - ._ -_ - ._.._ _ . __ . - ' lAIIM CHARLIE'S DODGE .[I R APPRava M [ ] POR POWONLY CNECRED Sr: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY C I MR PRF lmw DESIGN APPD BY: M I fo/25/05 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. aEv.No. va.. 25.1 - NUMBER' 11251102 AB-3 ` O m er: I STAN 1021/05 ID:I4:50 TH 'LEAR AT SPLICE A B 8 8 1/2 X 2 34 X 1 3/4 101 8 1b I/8 1629/16 20.1 1/4 C 8 3/4 X 1 3/4 1 0 1/8 24'8 11 16 D 8 3/4 X 1 3/4 1 0 1/8 20'1 1 4 E F 8 4 1/2 X 2 1/2 X 1 1/2 1 0 1 B 10 18 1 8 16'2 1/2 18'1 7716 19'11 /16 G H 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 8 i/8 21'8 15/16 1 1 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 1/e 8 1/8 23'6 11/16 23;6 11/16 K 4 1/2 X 1 1/2 8 1/8 218 15/16 ALI 4 1%2 X 1 1/2 11011/8 18'117 166 PARAPEr UNE r m n u m n z 9 s m EC-540I ro t'e u'Ia To a ' to NO - RBAS(ONS -- - 12 1}F 70'S s 12 O 5'0(+_ 1/t6) PA Er UNE T �D-0105C (4) 1/2X2 AJ25 BOLTS CORNER COWMN I I � D PARAPET BEAM CONNECTION AT CORNER 12 7p'6 s J7'7 a I PHNPEI UNE � a� 7�` ®IP 1 S nI _ r PARAPET UNE EI-01D3C D-0102C EC-54o1I r ro � 1'7 BEARING FRAME CROSS SECTION CS01—C FRAME UNE A _ MODE cWD ...OAffi.. JENGRI DATE DRAmNc sueurtrAl. SCALE: 'NONE. .DATE- _ _ _ _ _ __ _ _ — _ UFAU — _ _ _ _ALABAMA. E LA _ ..._ ...._ .. srAnrs-' - _ 'CHARLIE'S DODGE - [+] FOR OONSTROCIWN_ DRAWN SM SIM 10/21/OS U.S.' HIGHWAY 1 ` ] MR A1+PRwAL [(] FOR PERMR ONLY CHECKED BY. FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [,] FOR PREI➢LNH2f DESIGN APPD ER: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251102 E-01 REV.NO. CAD BY: STAN 10 24 OS 10:J4:47 Ver. 25.1 NUMBER' 0 SCLEAR q 8 32 16 34X 234 3/4 X 2 3/4 461516 2;7 1 16 13358 17'8 11 16 C 12 3/4 X 2 26 11 /16 22'0 7 8 D E '14 16 3/4 X 2 3/4 X 2 3/4 2'6 11/16 2'7 1 16 22'0 1/16 17'8 5 8 F 30 3/4 X 2 3/4 4*6 15/16 13'3 5/5 12 21 RIGID FRAME CROSS SECTION CS02—C FRAME ID: 11251102.03A FRAME LINES 6-C _ i _ u _ _ _ _ _ REVISIONS - MAOE CK2 DATE ENGR DATE NO. - REYISIONS - _ _ = _ _ MADE CK'D _ DATE_. ENGR _ DATE _ 06 "W . SUBMRFAL SFAM SCALE.. - •_-NONE- -1 '-DATE - . - _ _ - _ [ ]FOR APPROJIL ON [ ]roR FERMR ONLY [,] roR PREIDIINARY DRAWN Bf: STAN 10/21/OS CHECKED BY: DESIGN APPO BY: CAD 6t: I STAN 10 24/OS 10:34:49 V., 25.1 CL-4 i6-3X f OTHERS 11F U EUFAULA_ _ _ _ _ ALAE CHARLIE'S- DODGE - _ - U.S."NIGHWAY 1 ` FT. PIERCE, FL AMERICAN BUILDINGS COMPANY ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251102 E-02 RI NUMBER' SPLICE BOLT TAB[ A e 1 2X 1 1/2 1:0 B 8 3/4 X 1 3/4 10 C 8 3/4 X 1 3/4 10 E 8 3%4 X 2 3/4 10 1 F 4 1/2 X 1 1/2 8 1, G 4 1/2 X 1 1/2 8 1 H 4 1/2 X 1 1/2 8 1' 1 4 1/2 X 1 1/2 8 1' U 4 1/2 X 1 1/2 8 1 K 4 1/2 X 1 1/2 8 T L 4 1/2 X 1 1/2 8 1 M 4 1/2 X 1 1/2 8 1 ti r Plot I m ,R• E N Y Y � A • c o Y EC-5001 0 m / 1 0 o ^ z - 9 s m J 8 12 tiF 70'6 9 12 1/I6) 8-0102A 1 SEE SHEEP E-02 FOR LOWER FRAME DEA1L •I EC-5001 :OLUMN A-325 BOLTS BEARING FRAME CROSS SECTION CS01—A FRAME UNE C - - - r1510Ns _. _ M1DE CI('D_ DATE - ENGR OAIE DRAWING S11WII1TAl - ' srATUs - SCALE: NONE. - - DATE- CHARLIE'S DODGE _ _ . _ MR CONSRIRMON DRAWN ar: SPAN" 10/21/05 U.S. HIGHWAY 4 [ ] FOR APm10YAl FOR MW ONLY CHEC ED W:1 FT. PIERCE, FL AMERICAN BUILDINGS CON MR FROJm DESIGN AFPO BY.1 I ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251102 E-03 BY: STAN to 21 D5 10:14:33 -Mer. 25.1 NUMBER' CAD -----.. CLEARAT SPLICE A B C 20 14 10 34X 23 4 3/4 % 2 3/4 % 2 467 8 3'0 1 //16 3'0 3/4 23'21 8 26'2 1 16 28'7 1 8 D 14 3/4 % 2 3'0 1 /16 31-6 7/8 E F _ 14 10 31.4 % 2 3/4 % 2 3'0 13/16 3'0 3 4 31'6 15/16 28'7 1/B G H 14 22 3/4 % 2 3/4 % 2 3'0 1 /16 4'6 13/16 26-2 3/4 23.2 1/4 3 O 3'4(t- 1/16) 0. - - - REVIS 12 21 1Y O 1'8(4- V") 12 O 4'8(+_ RIGID FRAME CROSS SECTION CS02-A FRAME ID: 1125110201B FRAVE UNES D-F— - - — - - 12 3 O 3'4(+- 1/76) RC-0202� 1'7 sLJ 1'10 DRWW Su MUAL SCALE: NONE ' DATE _ �_. _ _ _ - _ wr8Uw - _ _ _ SFA= - - CHARLIE'S DODGE _ U.S. HIGHWAY 1 _ - ' C ] rDa wNsmurnan DRAwN'Ur. SPAN 10/21705 C ] MR APRtP/AL FOR P ONLY FI'. PIERCE, FL AMERICAN BUILDINGS CO G ECKED Br: DESIGN WPD W.-I DRAWING. ] MR PRLIIRMARY E'] ANDERSON—MOORE CONSTRUCTION CORP NUMBER' 11251102 E-04 CAD B!: -STAN 10/21/05 l0aY.35 V., 25.1 _ _-_ H A B 8 8 34%1 34 3/4 X 1 3/4 101/8 10 1/8 26'1 34 30 1 1/4 C D 8 '_ -.8 3/4 X 1 3/4 3/4 X 1 3/4 1'D 1/8 1 0 1/8 34'8 11 16 30'1 1 4 E F 8 4 3/4 X 1 3/4 1/2 X 1 1/2 1'0 7 /8 8 1/B 26.1 3/4 28'1 7//16 G H 4 4 1/2 X 1 1/2 1/2 % 1 1/2 8 1/8 8 1/8 29'11 3/16 31'8 15/16 1 J 4 4 1/2 % 1 1/2 1/2 % 1 1/2 a 1/e 8 1/8 33'6 11/16 33'6 11/16 K 4 1/2 X 1 1/2 8 1/8 8 1%8 31'8 15/16 28'117 M 4 1/2 X 1 1%2 166 _ r 3 O 3.4+- 1/16) 3.0FT 9 ! E N T + olll A = Y -1 BUIIDING 4 FRAME `, ` EC-5101 j I , I 1 1 / J I I ra ! I! I I 14.1 : TO CL OF COLUMN I 1 R@/ISIDNSr r - -' l.'i n o 1 .1::::::� 12 12 r- 70'6 s 12 1 PHASE 1 FRAME 12 —11i AO'6 12 O 4'8(+— MGIO FRAM DETAIL "B" 3 O 3'4(+- STEP COLUMN 1/2K2 A-325 BOLTS BEARING FRAME CROSS SECTION CS03—A v FRAME LURE G FEMlONS - MADE CK'D OATE_ . , ENGR DATE ORANiNG SU_BMIR/L - SCALE: NONE- DATE EUFAULA .._ _ -_ ._ ALABAMA _ - - - - -- CHARLIE'I DODGE - - - - - ( ] CDR CINlBIROCIION DRAWN BY: STAR' fa/21/05 U.S. HIGHWA4 1 ' — • '' �` - _ ( ] MR A OPAL [.] MR FFAMG MY CHECKED By: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY ' L ] Fa PREUMa.R1• DESIGN AaPo Br: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REV.NO. IN CAD se: STAIQ 10 21 05 10:14:36 van 25A 11251102 E—OS NUMBER' 0 A p rB 4 4 3 4 X 2 3/4 X 2 1'0 3 4 1'O 3/4 167 1 2 PB-4X F.L B- f RIGID FRAME CROSS SECTION FRAME ID: 11251102.02A _ RWIE. UNES-B --E CS02—B - - - — NO. _ REVISIONS F - - MPDE LK'0 GATE ENGR - OATE.- N0. - - - _ P.ENSONS _.. _ .. MADE CK-0- DA3E - ENGR . DATE OMNING SUBYIfTAL_ - FAIUS SCALE: NONE _ --.EUFAULA DATE. CHARLIE'S DODGE _. U.S. HIGHWAY 1'- FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION - CORP - _ _ _ ALABAM_A - - AMERICAN BUILDINGS COMPANY - M = ml N C 1 III 10 [ i0R PDiYR ONLY [� MR FR01MN-RY DRnvm Br: S AN' 10/21/05 LNELKm Br: I DESIGN ARM BY: DRAWING, REv.No. NUMBER' 11251102 E-07 0 cAD Br: STAN to 2105 1OA4:40 v«. 25.1 SPLICE QTY SIZE PTH CLEAR AI SPLICE B 4 3//4 % 2 1'0 3/4 16'7 172 12 12F RIGID FRAME CROSS SECTION CS02—B FRAME ID: 11251102.02A FRAME LINES. B - F - ]NS - _ _ _ .. MADE CN'D MiE _. ENGR DATE UMIMNC SUBNIfjAI SCALE: 'NONE DAZE_ _ _ _ _ _ r _ , - _ _ _ - LUFAULA. -_ _. _- AAUAMA STA1➢5 ' - - CHARLJE'S DODGE - - 1 MR CGNSR GN ` DRAWN W. STAN 15041/0S U.S. HIGHWAY 1 [ ] __ FGR ARFRwA_ CHECKED Of: FT. PIERCE, FL C j PoR RERMR AMERICAN BUILDINGS COMPANY C�] FGR RRFvuwAm DESIGN MFD Br. ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REv.ND. ao tn: STAN to/xa/os 1a.3a:ao ver, zs.1 NUMBER11251102 E-07A 0 - Lro• SECTION "A -A" 51 - 6C16-2.8 3/4NN S2 - SA2-4.10 1/8 ci _ IA2-3.6 1/4 iC16-3.3 4NN SA2-5.2 1/8 SA2-3.3 /4 MIS-3.0 1/44N NOTE: FIELD NOTCH AND BEND ROOF TO WALL FLASHING EpL TO CREATE ENDCAP. N WALL PANEL SIDEIAPS WITH J 4' TAPE MASTIC DURING St,WiION. START 0SOC AT CLOSURE AND CONTINUE UP SIDELAP as'. DO NOT ATTACH WALL STRCH SCREWS 6. O.C. FOR 36" FASTENER THROUGH r--� ROOF TO WALL FLASHING ROOF TO WALL FLASHING TRW-15.2 ROOF FASTENER(5 TYP GABLE ANGLE 1 DO NOT ATTACH 1� PURUNS GA_4 I N 112%1 1/4 AT LONG SPAN _ 14%1 AT LOC-SEAM k a TANDING SEAM _ AUX. RAKE FLASHIN IA73F-1 MASTC 3/4 % 3/16 RAKE SUPPORT ANGLE CONTINUOUS RSA-1 3/4 TM PURU I ROOF PANEL FIELD TRIM PANEL AND STRUCTURAL FASTENER( St BEND UP IF REQUIRED 2 PER PURL, /12%1 1/4 1 -0' O.C. THERMAL BLOCK - TB-1 C ROOF TO WALL TRANSITION AT PARAPET 1 _ - REASONS—- ; - MADE CK'D 1. -DATE ENGR DATE M 'URUN LINE TO rt F.L C 88'0 Our TO OUTT'I nl fi FI lO 1'0 24'0 25'0 51 216 v u o 9.5Z14-26.IDP2 (15) REQUIRED 9.5Z14-28.SP2 (15) REQUIRED 9.5Z12-24.OP2 (19) REWIRED 9.SZ15-26.OP7 (18) REQUIRED ICAL U.N. 9.SZ75-28.OP1 (16� REOVIRED TYP CAL U.N. 9.SZ72-24.OP1 (79) REOUIREO T(PIGL U.N. - TYPICAL U.N. B' g W TYP U.N. 8'-4• 7' - W-4' TYPICAL U.N. )'-4' 7•-4' 7.-1. t'_4• ------------ ------------- 1'0 SAVE STRUT UNE SEE S.W.)-- 1 8R]-26.5 BR7-26.2 F F5s FS6 �` FSS �55 SS S5 I SS FSS �� S5 r95 S7 FS7 FL` I-S4 F54 5< Ir 1-5{ F54 F' S4 n S6 S6 FS6 i'F S4 ,54 S4 S4 - - 54 I-S4 S4 S4 i - - S2 i S3` F S2 S2 S2 S2 FS2 F52 Y FS6 FBe I rI `\r FS2 FS2 ` ` S2 i 52 { S6 56 L ,F-52`,k X S2 S2 52 F52 FS2 , 52`.k S2 o 1 yy r56 i �F56 i II I} F 56 Be I gg 53`I CL-13F FS2 S2 FS2 S2 FS2 F52 i S3 9-16 5], I - �t3Ce-26.y 95 Y �=\ 0._73 S6 I'CP la CL�1.F _ 52 ,FS`2 CL-13FS2 FS2 cL-1�F52-13 I I -I=56 �< �F56 S6 FS6 •^ '-`Z`` S2 S2 S2 S2 FS2 2�� 52 }5g5155i� --ro-29. 111---5� F56 56 IF 56 F0 FS-,, S2 FS2 F52 FS2 i rS3 � 0S , 1F Be 156 Sfi -1 S2 8 ., 52 I�38` S2 S2 F52 F52 P I +' F56 58 Lam\ 5Y 52 52 52 F52 ,6'L�`F 52 ' S 1 i IJBC4It TI F58 r§GN Be _FS6 156 IL � F�S2�` 52 S2 FS2 FS2 52 F�S2.` �� S6 -� 56 �� gFg52 1-5224. 52 FS2 F52 F52 52 I S6 I 8 SB 58 F i 52 ` SZ S2 S2 F S2 F S2 F i 52 iN\ 52 o O I S1 Sl 51 S7 -I S1 � St St 51 H 51 SI -I St �F�6 x 6 58 FS6 - 52 52 52 FS2 FS2 FS2 `NFSZ �-F 52 N I /\ 'FSB y `FSe�` F56 FS6 F52 S2 S2 FS2 FS2 ' S2 '[SC fi-28. Sfi R5226.eL� I S2 F S2 F 52 F 52, F g}R4-26. 1 52 1 }3 Y Za 1 S6 56 Y 52 S2 FS2 F52 F52 �•5}� F52 j9G� S6 Be F56 ' S2 F5; FS2 S2 FS2 FS2 i S2\ A I 1 FS6 S6`� FS6 FS6 UR6-26.q-> S3 52 S2 FS2 FS2 SY i A'LI JA I �<� 5j6 56 FS6 ,I x 52 S2 FS2 FS2 F52FS2ki S2 I _ M pC8-26.9G S6 �r56 TI' I 56 Be m C -yl 3IL 52 'F .42 C -1J 52 52 L-13F 52 52 F -1 52 'F56 �S6`� CL- 3 FS6 I_� 13 V96 R6-28. S356 52 F52 F52 FS2 .6fi S6 Be'F52/F52 52 S2 52 F52 `+�xiG�L P52 S6 56 56 , `F 52 52 F52 F52 FS2 'LF i FSe- 58`� S6 F56 ` 1.1326.2-r 52 FS2 F52 F52 Bk)-326.5E 52 a k21426(OPt ED .5Z14-21 15 RED 6P1 IIII(RED ��9,FR 54 .F54 54 I-5{ FS4 I-S4 ` S4 54 57 S7 FS7 19 I ED 1 REQUIRED 11 RE UIRM is -RE W m 1 i F58 F36 5'0 LAP) F58 F58 i 55 FB' 4' lPP) 55 FRx -C LAP I-55 F 4'0 1APY'T 55 �Si Ma-28.4 BR]-28.8 STRUT UNE SEE S.W.)BR7-26.2 -- I \ RG6 5.10, YI I j CL-13 CL-13 'CL-13 `� CL-13 CL-13 -13 CL-13 o I I � G 4 I 9.SZ15-26.10P1 I e REQUIRED - a REQUIRED 9.5215-2J.OKK a REWIRED - a REQUIRED 9.5Z15-2COKK 8 REQUIRED 8 REONRm __ _ 1'0 -----2C0 W�---.25'0----(t0 fAP� 270 (_2'0 LY-)--22'0 (2'0 LAP) 22'0 (2.0 LAP) 22'0 .PAVE STRUT _4, A B C REVISIONS THIS ROOF SYSTEM DESIGN USES ANTI -ROLL CLIPS INSTALLED AS SHOWN IN SECTION RFSO/AA. ON DRAWING SED-004 LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. Clip Mark Number is: CL-13 D D D m O ROOF TO WALL TRANSITION AT HIGH SIDE 0 b LINE (SEE S.W.) p 01 E F G OF PURUN LINE -I ROOF FRAMING PLAN RF01 F-A 1GR .DATE - paAW1Nc SU818RAL, _. , .. - _. _ r_ _ EUFAULA -.-ro9 'SCALE: NONE DATE CHARLIE`S_.DODGE _ - [ ] FOR CONSTRUCIM DRAWN BY: STAN' 10%21/05 O.S. HIGHWAY 1 ' [ ] MR APPROVAL CHECKED er: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [[ 7 MR PER_ ONLY C47 MR PREMINARY pESIGN APPD ar: ANDERSON-MOORE CONSTRUCTION CORP DRAWING. REM.Na- ran BY: STAN 102t 05 10:14.-M Var. 25.1 NUMBER' 11251102 E-08 0 z o r a N 5 ouG W -u _'rIi -,TI Q IITo J 3 S3P2h3a.4. ] B 0 53P2437.5 J e 'm 53P2a-3{.4 3 6 c'Z. SJ ] 6 °a -34.45 3 S3P2a437. 8 r3 S3P24-J B a SJP U7.34.4 J 6 o S]P24 3 e 2437. y S]P2h33 8 S]P2437.J7.5 3 B S}P2423 6 53P234.437. 3 6 r C£ S]P242] 4 B 7.3 53P2{37.5 J e S]P24437. ] B I SJP24}7.5 J 6 �5]P2a]7: 3366 _ o�qN; O zm�N {p oa ;u m m 0 z rn C c 0 0 z 0 0 v zou c mz Az p_ .. m o c_ Z m � 0 n 0 a gr. aK i O 2 O 12 O 5'0(+- 1/16) 70'6 12 O 5'0(+- 1/16) u u 'o 254 5'0 5 J i i S3P24-25.7 11 S3P24_30.7 53R24-40.3 1 2 S7P2h25.7 53fl24-45.7 1 2 '� 53P24-30.7 �5^R2iG 40'3 1 2 I CAP TRIM FROM FIAT STOCK CORNER TRIM FROM MT STOCK �• m II <N m ITI N\ • N N^ pj l •3 6 \ n 1 0 I <+ N - I 1 •" 0 i d Y 6 � 6 6 Yl < N �1 \ Y Y Y 6 I n`\^\ Y Y I Y \\^ A 0 \ 0 O Y V � O d p. 0• 6 II n \ Y ^ d d Y m n \ '� ^. 1 '� 0 m d 6 d d d d �' 6 6 d 6 6 r • • n� Y\l n N O YI Y m jl 0 0 6<<� '^ Y^ m '•+ Ai � I m m d a d d d 5 TRW-15.2 d d d d d d d d W 5 RSF- W 5 RSF-I _ -- a d 5 TRW-15.2 BACK PANEL SHEETING MK# EW01S-C 0 2'D 2'0 2'0 a 2•p 2'0 • m o 10 N � Y N n 12'6 1ND 1Su Iz ry - 1 1 eZ16-15.9ZK 6Z16-16.6KK (21 REQUIRED 8Z16-16.6KK (J) REOUI0.ED BZ16-16.6KK (L) REQUIRED BZ18-5.9 1/4KL (J) REONREO fiZt6-16IRED (4) ftEOUIREO 8Z16-16.6KK (31 REQUIRED 6Z16-16.6KK (2) REQUIRED 6Z16- 6ZKZAIRED (2) REQUIRED e216 REQ J/LII 2) REOWRm (2) REOUIREO TYPICAL U.N. TYPICAL U.N. TYPR'AL U.N. TYPICAL U.N. IGL U.N. YYPICA. U.N. TYPICAL U.N. TYPICAL UN. [CAL U.N. CAL U.N. 15'6 14'6 14'6 14'6 22'0 1L'6 14'6 14'6 1516 15b 15'D GABLE ANGLE GA-1 6: RSA-1 TYPICAL P4 - 8C12-4.9ZZ Z1 - SZ16-5.9 1/4ZK D1 - 0080C4-12.4 1/2AP1X D1 - wSOC4-20.4 1/2APIX O O O CUyy 140'0 our To our OF GIRT LJNE ENDWALL FRAMING AT FRAME LINE A 3.p11p1-133 v/ y.AP�-111 RR-0701X wl-mol OPEN / �RUILDING 1 F/'�_su10LDNG 4 rl Ir a I 140'0 OUT TO OUT OF GIRT LINE J ENDWALL FRAMING AT FRAME LINE C ReASIONS'r ' - MADE CKb DATE ENGR' DATE- NO. - REVISIONS - MADE CK'D .DATE . ENGR DATE._ SECONDPRY SOLT, ST J 1/2X1 1/4 A] CORNER GIRT CONNECTION AT MAIN BUILDING/LEAN—TO SCALE, NONE STAINS ' roll CONSIRUCIION DRAWN BY: STAN FOR APPROVAL CNECKm 9Y: roR PERMIT ONLY MR Ptdo1N11MfT! DESIGN APPD er: CHARLIE'S DODGE U.S. HIGHWAY 1 ` Fr. PIERCE. FIL AMERICAN BUILDINGS COT, ANDERSON—MOORE CONSTRUCTION CORP I DRAWING. w worn• 11251102 E-11 - • BUILDING 1 ER-5002 ER-5002 w, ER-5001 -1 TYP. FB-1 TYP. FB-1 • FB -1 TYP. F8-1 TYP. FB-1 p FB-1 TYP. FS-1 TYP. Y p-0104A E-OfOW " p-D1GJA E-01WA p-0IOM l p-0102A J p-0101A LLo i p-0101A -- EC-5001 J wF o EC-5001 OPEN BUILDING 1 BY16-15.9ZK (2) REQUIRED BZ16-16.6KK (2) REQUIRE) BZ16-16.6w I)_IRE U N� BZ16-16.6KK (TYPICAL U.N.I 8Z16-240W (TYPICAL UI NO BZ16-16.6KK (TYPICAL U.N. O 8Z16-16.6KK (TYPICAL UN. SZ16-16.6KK REQUIREDREQUIRED 2) CAL U.N. TYPICAL U.N. IYPICAl U.N. ICAL U.N. 15'8 I V6 IV6 14'6 22'0 IrG 14'6 140'0 OU( TO OUT OF GIRT LIKE GABLE ANGLE CA-1 4: RSA-1 TYPICAL ENDWALL FRAMING AT FRAME LINE C (2-0 GIRT LAP) - ER-5101 li5t5.x w/ lxSD'-t la.sYaT_t FB-1 TYP. GB-1 TYP. N pp KAGE MKN EN TYP. OPEN •J I�" --. Lvw.a t OPEN - §ryl(1LJ,IIIIaI,II'. BUILDING 3 YF BMBDI G 4 RIAS 1 PH45E 1 MAIN FRAME wmn to BZiZI3R 1R/� Z(2)iREOU4.4 �Rm (2)1REQUIRED (2)1REONREO (i)1REWIREO (2) ftEOUIREO (2) REOUIREO TYPICAL U2L TYRCAL V.N. TYPICAL U.N. TYPICAL U.N. T IL•AL U.N. TYPICAL U.N. TYPICAL U.N. IVA 15V 15'6 11'6 14'6 14'6 22'0 42 11 10 9 e 7 6 140'O OUT TO OUT OF _ �oaMroM arnrt lwc GABLE ANGLE GA-1 & RSA -I TYPICAL ENDWALL FRAMING AT (20 WKT IAP REVISIONS-- ENGR DATE -_ NO. m m q O q q q __ LL a a a LL LL LL OPEN __' BUILDING 1 ER-5102 ER-5101 m q -1 TYP. m o (5)Tnw Fd-1 TYP. 1`18-1 TYP. Tn FB-1 TYP. 13 0 03A P 0 18-0501A E-0501A ~ o P EC-5101 m 6-16.6KK 8Z16-16.6KK 6nc-1agNc ouo-��.�ti. REQUIRED (1) RED UREO (MREQNRED 2) REOUIRED = U N. TYPICAL U.N. CAL UN. IGV.'U.N. P q q P a a a a a SHEETING PACKAGE MKS EW01S—A SHEETING PACKAGE MKS EW05S—A P P PI P m I U-0-0; V V ' w/1rsF-1 moNG suliIhWAIL :SCALE:. srATDs ... NONE -DATE-. - -- _ _. _ CHARLIE'S.DDDGE U.S. HIGHWAY) FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFAULA -tEAABAMA. _ - - AMERICAN !�ILDINISCOMPAiNY - . _. - FOR OOBSRi CDON MR APPRWAL FOR PERMIT ONLY MR PREIP/MARY DRAWN BY. STAN 10/21/05 GNECKEO Br. DESIDR APPO Be DRAWING. T 1251102 NUMBER REVAO. 0 BY: STAN 10/21 05 10:14:44 Ver. 25.1 BOIL T PORTAL FRAME SPLICE BOLT TABLE ULLAK At NVI-ILLI A 16 3/4 X 2 3/4 2'9 24'0 B 16 3/4 X 2 3/4 2'9 24'0 172 5 7%8 N%A D 4 X 1 1%2 4 G°� 1 F9]53-21.11 1 2tlM 1 __ --1 tYa5!-Ll.11 1 lHn ¢suss-cl.11 1 N 1 Y IL-------------- II I m N I II I II jj OPEN FOR LEAN-TO 11 IING 1 I jl it BUILDING 4 II BUILDING J iI 1 I 11 BUILDING J BZ14-24.09W (2) REQUIRED TYPICAL U.N. `PC-0401 PC-0402-/ BZ14-26.OWW (2) REQUIRED ICAL U.N. SZ14-26.OWW 8Z14-24.OWB (2) REQUIRED (2) REQUIRED TYPICAL U.N. I TYPICAL U.N. SIDEWALL FRAMING PLAN GRID LINE 10 (GIRT LAPS 4'0) PORTAL FRAME SPUCE BOLT TABLE A 8 16 16 3/4 X 2 3/4 3/4 X 2 3/4 2:9 2 9 24'0 24/A'0 1%2 X 1 1%2 5 7%8 N/A D 4 ZI - 8Z12-2.10 t/2P1 Z2 - eZ1J-2.10 i/2Zz ZJ - BZIJ-2.10 1/2P1 D - DDJJIBOCHILIOA x SIDEWALL FRAMING PLAN GRID LINE 1 04 - olHieas-l5.az 05 - DHBOC4-10.4X (GIRT LAPS 4.0) NS- - - - MADE CK'0 .-DATE JENGRI DATE INO.1 REVISIONS 06 - DJ8DC4-8.IOM2X rCE-1R r(6)TGTt W/ (6) TFECI & (6)FSE-1 GE -IL, 0 0 0 O O O O O O O O 0 O O O O O O O O O O O O O O O O d d d d d d d d d d d ci 0 0 d d d d d d d d d d d d d d I 6 I L I R I 6 I 6 I L I LL I 1 I 6 I 6 I C I 6 I' 6 l 6 i 6 i 1 i 6 l 6 l 6 l L l 6 i 1 l LL l d i 6 l 1 l 1 l 6 11 FRW-1 SHEETING PACKAGE MK# SW01S—A (1)F11H2-10.6 (1)FOH2-5.5 (1)roH2-fUJ m 1 roH2-10.5 m 0 m I v, u, m 10'4X8'2 1/2 1q I` LL 4 1O'2IF 02 1/2 LL I. I: F.O. pp 10'7�4'2 S 2X F.0.1/2 FRAMED OPENING TRIM LAYOUT rGE-iR r(6)TGT1 W/ (6) TFEC1 & (6)FSE-1 GE-1L� m m m m m m m O `f N 1 < 1 O Y N 1 < 6 4 N 1 < 1 y y W y N I < 6 N I < 6 m y N I < 6 N I < 6 T y 0 y 0 N I < 2 0 N I < 1 T < y 0 11 < d 0 < 6 0 1 < 2 0 1 < LL 0 1 < 6 0 1 < 6 0 Y 1<< < 6 m d m d 0 1 6 0 1 6 0 1 6 1 I 0 0 0 0 0 CA-2 w/FPL' EC-7 AND iPFV-2 SHEETING PACKAGE MK# SW02S—A rwmnx wexmx STATUS - SCALE: NONE_ -DATE• - CHARLIE'S' DODGE - EUFAULA - ' FOR CDNSG3DG - DRAWN BY: I STAN '10/21/05 _ U.S. HIGHWAY 1 ` FON PERIM O Fop Pmmr NLV CHECKED 1M. FT. PIERCE, FL AMERICAN BUILDINGS COI row PRLVInNrRY DESIGN APPD By.1 ANDERSON-MOORE CONSTRUCTION CORP DRAWING. BY: STAN to z1 OS 1o:i4:4e var. zse NUMBER' 11251102 E-14 3/4KZ SG12-Z{.11 s, 3/4II _8Z12-23.11 J/4II FOR GLASS 6' 0 PORTAL FRAME bVLIUL BOLT IAOLC QTYI CLEARSPLICE A B 16 16 3/4 X 2 3/4 3/4 X 2 3/4 2'9 2 97� 24'0 244/q'0 D 4 1/2 X 1 1%2 5 Y/8 N/A 9Cl2-21A! BZ12-21.11 10 11/2X1 it -8.10 7/8ZZ -IX 1 21.11 1 2HH_ rESPR -I 1-802-12.2 3/4II C12X20.7-9.10 5/BXt g._U `C8%11.3.7-1J.8 7/BX1 PC-0401 D.1 BC12-21d1 1/2ZZ (11 REQUIRED ]CAL U.N. 22'0 0 E 159'0 OUT TO OUT OF GIRT LINE SIDEWALL FRAMING PLAN GRID LINE 12 _C ESPR 4'0 MASONRY STEM WAUf, BY OTHERS I 8C12-21.11 1lg2ZZ BC12-20.11 1/2ZZ (11 REOUIR ICAL U.N. (1) REOUIREb ICAL U.N. LEAN-TO BUILDING J GE 1R (11)TGT1 W/ (11) TFEC1 k (II)HE-1 GE- 1L , i i a `a a a a a a a a a a `n a a a a a a i a a n a n a a a a a n a (5)GA-2 W/FPEC-1 AND FPFV-2 P1 - PA-3.1 5/5 SHEETING PACKAGE MK# SW01S-B N0. -.r : - - . -. REVISIONS_ - - _- .-- 1 - MADE CK'D .GATE ENGR _DATE _ N0. - - _ _ -REVISIONS _"_ - _ _ NADE CN'0 - OATE__,.. ENCR DATE .. ...OM'MNG SUBMRfµ 5 SCALE:" NONE' = DA7E-CHARLIE'S _ _ _ _" "_` ._ _. _� - DODGE U.S. HIGHWAY- FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFAULA AMERICAN BUILDINGS COMPA ] iok "mnsrRuchon L 1 FOR APNiOVAI C ]roR MW ONLY [�] MR PRDIMINARY DRAWN Err: SMN to/21/05 - CWIIKEO W, DESIGN APPD 9f.j I DRAWING. ) 1251102 E-15 NUMBER' REV 0 CAD BY: I STAN 10 2{ OS 10:J{:4J Var. 2J.1 PURUNS oaNY AuaR ewc.ND m 9E • 2 N 6 FNIPIG MIlI!✓0 m MOGE I NFAM SAFETY NOTES: SQUARE ME RGCF. wmaDis S'OULD WEM, 2• AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING EMOTIONS AND ACCIDENT SQUARE WOOD BLOCKING OSu.WP.Wrm HWC KASS �_ PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FULLOWEO TO HELP _ 1 INSURE WORKER SAFETY. A MAKE CERTAIN ALL EMPLOYEES KNOW ME SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A rT BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY RIGID FRAME 2' NOTCH 2' NOTCH PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. FRAME DALY MEETINGS HIGHLIGHTING SAFETY PROCEDURES. THE USE OF HARD HATS RUBBER SOLE SHOES RIGID FOR ROOF WORK, PROPER EQUIPMENT FOR HANDUNG MATERIAL AND SAFETY NETS WHERE POSSIBLE PURLIN SPACING ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. • PURUN SPACING + 2' ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS. OR ANY OTHER APPROPRIATE SAFETY P REQUIREMENTS. CUSTOMARY OR STATUTORY. MUST BE ADHERED TO. TO INSURE MAXIMUM WORKER WSMEIY �y - SAFETY. MINE Yrn4o . MIY'"" w • rNU DIMES.US, �05 A M" nf.Aa ST Mown la.os STRAIGHT PURUNS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEN OFF Of PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURUNS TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD IMMEDIATELY TO PREVENT SUPPING OR FALLING. IMO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD SIZE SHOULD BE USED. O THE TION F CSPACINRGS.S.AINC DRAWINGS THAT ACCOMPANIED _ ACCOMPLISH THIS. THE BUILDING TO DETERMINE T7HETPURUN SIZESAND YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MANTAN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE • BEFORE SHELLING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA ME FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURUNS. ALLOWING ME PURUN NOT UNDER ANY CIRCUMSTANCES STEP OR WALK THE SURFACE OF ANY FlOPERLY S T. PRIMARY FRAMING PLUMB AND SOME. FOR BEST RESULTS. IT IS RECOMMENDED THAT A TRANSIT TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT ME ROOF PANEL FROM PROPERLY IF W SPRY OVER SKriIGHT. USE WALK BOARDS THAT ARE PROPERLY SUPPORTED SUPPORTED FOOT BUILDING IS PURUNS. BY ME BE USED WHEN ERECTING ME STRUCTURAL STEEL ATTACHING TO THE PURUNS AND HAS ME EFFECT OF LOWERING THE LOAD BEARING CAPACITY - OF THESE ROLLED PURUNS LEADING TO POTENTIAL PURUN FAILURE UNDER MA%IMUN DESIGN LOADS. PURLIN BLOCKING GE02 SAFETY COMMITMENT GE70 BUILDING ALIGNMENT GE01 AA AA I AA WflY PRFfJYIgH: YiEtt PTEWIION: EAVE STIR .WFAICIN BNIdXCS LONPNIY RECOICIEHW EACH NDRNFR LgLiD BE 1RAWE9 m usE ME sursT Avo uasT PURUN BRACE MAr AiA wmixERs xswv stTu mF sxaFs PR(pIN:111E ERECf16N IEtlPU0YE4 WM NEN)IMWL GVMO. EYE PM1ORLIXIN AND xARo NArs CUT WASHER STRUCTURAL FASTENER(S) WEB OF COLUMN WEB OF COLUMN ADDITIONAL PURUN PER PURUN BRACE OR RAFTER HEXX NUT OR RAFTER W8] 2X1 1/4 TYPICAsMttt 2 % - R¢cumoN: (BY OTHERS)CKING DO NOT STEP, m OR BAD ON WMA ¢m5 w M1£ stuns MURE m MRDRE ROD BRACE O TO M6 MEBA IJN NAY RESULT W A EYE BOLT • SFRNIIR PYIYR. GIRT SPACING BEVEL WASHER BWP_ CABLE BRACING RIGID FRAME COLUMN TYPICAL RAFTER TYPICAL. CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD FRAME BRACE SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE WOOD BLOCKING GIRT (BY OTHERS GIRT SIZE AND SPACINGS. ((55�� SECONDARY 5 SOUS 1/2 X'ECO CABLE GRIP WITH f2) H.T. WASHERS BASE ANGLE CABLE ANDONEUNDER THE E BOLT NEUT�D REQUIRED PER B^ t FRAME BRACE CONNECTIONS14 • COLUMN FLANGES OMITTED INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING FOR CLARITY. THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE BUTTS, CUT TEMPORARY WOOD BLOCKING GIRT BLOCKING GE03 CABLE/ROD BRACE DETAIL _ BAA _ SECTION THROUGH RAFTER AT PURLIN BRACE BR07 _ TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING GW BE AA LEFT AA MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, AA ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. YhIY PREWRXIk FKl1 MORtFR 910U11 BE 1NRIEo m USE ME SMFST AND . PURUN BRACE PANE CFAf�IO1W11N ON CgYSCr 1WL a MMVHE NO USED F01 EMU RUSS a Rmnnm DrcOLroN. NPRDow mDA PURUN BRACE (AT FRAME LINES AND AT EACH PURUN BRACE UNE PRDOUOB E ENErnrH t ScuEc CPB_ uSACE Rants R CSIPIDYFE vuum. OR AT 1/3 POINTS IF MERE ARE mRAL FASTENER($) ADDITIONAL PURLIN ($.8f)R UPER PURUN BRACE NO PURUN BRACE LINES) B 1 2' CPB_ - M12X1 1/4 STRUCTURAL FAA512ENER((/S1 (2)PER BRACE ANGLE PURLIN I STRUCTURAL FA�HEA%1 STRUCTURAL FASTENER($) PLAN VIEW - O — — — — — — — T 4 (8)PER PURUN BRACE (8) PER PUIIfUN BRACE PURUN BRACE (AT FRAME LINES AND AT EACH PURLIN BRACE UNE ARE CABLE BRACING RAFTER NO PURUN BRACE LINES) � 9 1 2' CPB_ RAFTER an FRAME BRACE PURLIN BRACE ANGLE SW/EOOX2211/T.` A 2N BOLTS SA2-TENCH (ONE UNDER THE BOWAS LT HEAD ' ANO ONE UNDER ME NUT) REQUIRED PER BOLT AT " FRAME BRACE CONNECTIONS SECTION THROUGH. RAFTER AT BRACE BRO8 SECTION AT PURLIN BRACE 1 BRO.9 SECTION NEW PURLIN BRACING WITH STANDING SEAM ROOFS BR09W ' ' .PURLIN RIGHT AA - STANDING SEAM RQOPS AA STANDING SEAM ROOF AA IMAULICHARLIE'S- .-_ - - _ _KmbiuNb- _ _ STATUS - _.. _- _ _ _.. _ _ . __ �_ _ DODGE U.S. HIGHWAY 1 FT. PIERCE, FL EUFAULA - _ _ - ALABAMA - - [ ] FOR CONSTRUCTION FOR APPROVAL MtRANDERSON-MOORE ' - _ [•] FUR PERMIT ONLY [ ] CDR PRELIMINARY ANDERSON-MOORE CONSTRUCTION CORP AMERICAN BUILDINGS COMPANY _ DRAWING. NUMBER' 11251102 SEO-001 REv.no. D - cm- eY: STAND 10 21/05 11:M:41 V.r. 25.1 CORNER COWMN sATPJYp eE PURUN / GIRT \ PRIMARY BOLT($ NUCUT WASHER O _- I 0) 3/4 K 2- A325 CUP n!+0 ALGNMEM CLCUP .9 0 O CABLE/ROD — — —�/ CLIP (SHOP WELUuS /// CUP (SHOP WELDED FRAME BRACE 0 / �� FRAME BRACE FB BOTN SIDES CABIVROO No THE BU LDING ERECTION DRAWINGS / \ CL P- SE�O2% /�AAARY So3 (1)P3/4X2'OA325 NUT k CUT BASE PLATE/ Q n1E BOLT THICKNESS (W� E U p REuut) RAFTER OR COWMN WASHER _ 17 xFAD ATM, 9eR1LE LO1?)E.ONYRRI CL3O ALIGNMENT ~•� ••••�• 6C16-LENGTH SEE 8R96W/AA (2) i BR17 ENDWALL CABLE CONNECTION TO CORNER COLUMN BR20 I BRACING DETAILROOF SLOPE GREATER THAN 1:12 BR52 AA 8' k 9 I/2' ZEE PURUNS �/STANDING SEAM ROOF -HIGH SIpE SIMILAR AA, R(TYPIETj BR06 LAYOUT AN T'(pICASPACE L ROOF PLAN W BRACING ROOF STRUT �FR�pAp.4D � xMs os'A .cE LINE, IQ LE NLESS NOTED) ITRUr * SNa,NG AS REQUIRED BY DESIGN. BR90 pURLIN BRACING KEY PLAN I AA I e' h 9 1/2 ZFE PURUNS /STANDING SEAM ROOF 7ER THAN 1:12 BR93B _ SLBO I AOPE BWN7 OSS SECTISEW ON —ROOF sRGTE Bu�RU9 1 B GIN? IH R ,1 M1 - RIDGE BRACE CHANNEL 6C16-LQIGTH NFR(S) SEE BR96W/1A (STR HH MIN. EDGE DI'T. 5/8' MIN. EDGE — — — — — — — CPS CPB-1___. FIELD ATTACH ,...e .urn cc ARE TO BE INSTALLEO DIAGONALLY ALTERNATNG END POSITIONS MEP2. N9g' STEP I' LOCK BRACE ANGLE PUWJN SPACING LESS THAN Il INSERT BRACE ANGLE TAB INTO POSITION BY BENDING TAB 90% AND AT EKISRNG STRUCTURES: BEND TAB 98 AND ATTACH WITH INFO DIAMOND SLOT ROTATE BRACE ANGLE 98 FLAT AGAINST PURUN WEB V? STRUCTURAL FASTENER Gf 1/4 BRACE GLE INSTALLATION AN BR91 SAA TANDING A ROOF 91 CHANNEL SPACING, BRACE CHANNEL LENGTH PURUNPURUN 6C16-LBRCM LENDER =PURUN SPACING - 3 4" _ — — SPACING I- IRIDGE BRACE CHANNEL CL RIOGE-A \ SPACING, �IJ 1/16' PURUN T I PURUN I YIN. LTIIBADK 1— SPACING. BR94 DETAIL AT RIDGE PURUN L� 8' OR 9 1/2 PURUN BRACING —pTIn RIDGE EWE CHANNEL LENGTH SPACING CHANNEL LENGTH MAEK NUMBER 1 -11 0 4 TO 2 -4 ] 8 2'-2 1TO 2 -11 2-11 112 TO 3'-0' 2-11 ] 8' 1 1 ] 8 L SSTRRUCTURALHFASiENER(S) \V MELD ATTACH (2) J12K1 1/4 SDHH STRUCTURAL FASTENER(S) (2) Il 1/4 SOHH li BRACE CHANNEL AS CLOSE AS POSSIBLE TO BRACE ANGLE BRACE CHANNEL INSTALLATION BR92 AA M, CHANNEL µLEN,MS ABOVE ME FOR RRE ALL IETRRCRT AT EXISTING BUILDINGS. VERIBRACE CHANNEL MARK NUMBERS BRR996W . 8- OR 9 1/2- PURUNS WA - SCAtE: NONE _ - DATE .CHARLIE'S DODGE I PoR fANSRAK.TIOH' DRAWN BY: STAN 1O/21/05 U.S. HIGHWAY 1 [ ).FOR APPRgVAL . CHECKED eY: FT. PIERCE, FIL - EA) FOR PFNLR ONLY r 1 MR PRELIMINARY DESIGN All Br: ANDERSON—MOORE CONSTRUCTION CORP 11251102 SED-002I 1. APPLICABLE TO ROOFS WITH STANDING SEAM II. STANDING SEAM 360, LOC-SEAM. LOC-SEAM 350 AND SEAM-LOC PANELS. Z. PURUNS ARE TO BE INSTALLED WITH PURUN WEBS 90 TO -RAFTERS. 3. PURLIN BRACING IS NOT TO DISTORT OR ALTER PURUNS FROM THEIR INTENDED SHAPE AND LOCATION. vAY REL w wE aTIR aF Loss j� BEm6 YOaFp BY AVT TPE L6RV0 1 I/I/q• CCKE BE 91PE i0 YEFP N.WOS NIB REI C4FM fb NOr1NG 1G05 PRIMARY BOLT(S) 1/2.0 �A Ir BY DESIGN - COLUMN COLUMN NOT 4. SPACING AS REQUIRED BY DESIGN. FOR FM REQUIREMENTS BRACING NOT TO EXCEED ENOWAU. RAFTER ; n SHOWN FOR BD- O.C. \ CLARITY. 13 NPRIMPR'Y BOLT('mORNER C01_UMN _ IL OF COLUMN --'-•LENGTH WILL VMY BASED UPON -- CONNECTION THICKNESS VIEW 'A -A' ENDWALL RAFTER SPUCE B 9SETY PRECAUf ]TLY MLL a 6 THE C OF LQN BFMO YOrID WA BY AW ME ND CENCE BE SURE TO KEEP HANDS N0 MIX L OF YQNNG UlYIS PURLIN BRACING NOTES BROA CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE 1 EF12 AA COLUMN TO RAFTER CONNECTION AA yiElY PP95"T : STAY T IN n1E OIER OF -.1 BFWD ZONED w INY ME UFlIxO OENCL ISURE TO KEEP .0 Nm rECT CLEW w M G I S. 3/4'0 ER 3/4.0 •LENGTH WILL VARY BASED UPON CONNECTION THICKNESS VIEW 'A -A' ENDWA_ RAFTER SPUCE R. SNETY wfGWlxlx: N. B. BIU. . BE nWxEO w La DRREn AVD sArt aBwnOx a ENDWALL RAFTER COLUMN -LENGTH WILL VARY BASED UPON CONNECTION THICKNESS NEW 'A -A' ENDWALL RAFTER SPUCE IE � PREUNItlI: VAY M]L w lxE a OP u1N15 'y &MC w BI INY TYPE UFBNG - 1 BE SWE i0 NEm MA0 AN,MET QFM a' YONNO W114 AN, PRIMARY BOLT(S) 3/4.0 -.F:IFFF— \DESIGN• . I��IF A{ - F f `ENDWALL RAFTER PRIMARY BOLT(S) 3/4.0 By DESIGN- ER COLUMN -LENGTH WILL VARY BASED UPON CONNECTION THICKNESS I s N, OF COLUMN NEW 'A -A' ENDWALL RAFTER SPUCE R CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF12A I CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME E�X COLUMN TO RAFTER CONNECTION - 1/2'0 BOLTS AA COLUMN TO RAFTER CONNECTION - 3/4.0 BOLTS AA = MOVE, ON UON YpGN91 ON BE nWNw TO USE THE S AND MOST SECONDARY BOLT(S) PROwenLE B¢cnon iEGlwauEs (2)I/2 X 1 1/4 A325 ' W/2 WASHERS PER BOLT PRIMARY Ott. BY DESIGN T T i RAFTER FRAME BRACE ENOWALL INTERIOR COLUMN BUILT-UP /HGT ROLLED WUUMN SHOWN COLD -FORM COLUMN SIMIVJI 6'0 1 - PURLIN SECONDARY BOLT(S) (2)1/2%1 1/4 A325 ENDWALL RAFTER STIFFENER S/FETY P.iEfNliblG wGRiR:xs swMD BE TRNNEO m ra PRa61 BEenox PRaLTJAw.s iG9 NL .IC45. CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF72Z ENDWALL RAFTER SPLICE DETAIL EF22 ENDWALL RAFTER RIDGE DETAIL EF23 ENDWALL INTERIOR COLUMN CONNECTION DETAIL AT HOT —ROLL EF26W -BLOCKED COLUMN W/STIFFENERS TO RAFTER CONNECTION - J/1.0 BOLTS AA RAFTER TO RAFTER CONNECTION I AA RAFTER W/RIDGE SPUCE PLATE AA COLUMN TO RAFTER CONNECTION AA VAI THE CLDOt OF PRIMARY BOLTS (T .) (SIZE AND QSEE U SECOON FOR RIGID FRAME COLUMN IE RAPIER CAGE -SPLICE MiE eoEils7 0]n MY PREGUB r )w2RS 9NIUW 6E TPIwO w IE FlKpEp FIOCIpI PRCagI� R I'Yw. T E pR NL JOBS T g (eoTx smEs7 RIGID FRAME COLUMN I LRICIO I II BOLTS [NP) `- (SEE CROSS (SEE CROSS SECTION FOR TYPICnL EONNECTION AT GAPS RA.T.N FRAME RARER IIIIII IIIIII 512E AND OVANTITY) I.9arrs wnusrtD AT cws B Iro'. ]. RILE NON -TAPERED SHIY] BRUBER PON PN16 A4 REQUIRED . C7 GWS w COYPR65A NGA I- 1/B' TILT( MIID. iS C h E HUS UK I T ]. TK% WBD NCH-TIW NON TVVt 1' UK C . T B BEX BE1W@I ]' IDES K T K W HON-TMEIRO SNNE TO MEET NSC 'iV6FA' SME SECTION 'A' -'A' .. swa wD sIEEL (sfrnOx ixxaxw Gu•) WAI' S S wIAE 9OwwD GETNIs vinuw. kD DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 VERTICAL HAUNCH CONNECTION AT BLDG. EAVE 1 MF72 TYPICAL HAUNCH SHIMMING DETAILS MF79 RIGID FRAME - AA RIGID FRAME AA RICtO FRAME AA 'SCALE: NONE - DATE .. - - _.._. _ _ _ - __:..EUFAULA - CHARLIE'S DODGE - ]FOR CONSTRUCTION DRAWN BY: STAN 10/21/05 U.S. HIGHWAY 1 [ ] FOR APPRGBML [.] MR PERMIT ONLY CHECKED E FT. PIERCE, FIL ' AMERICAN BUILDINGS COMPANY [ ] MR PREUMIWJRY DESIGN APPD BY: ANDERSON-MOORE CONSTRUCTION CORP DRAWING. REV.NO. ow BY: STAN 10 21os 11:o9:s1 vBF..2s.1 NUMBER' 11251102 SED-003 0 E BOISfO .lorl FRTN'E aw � PLANE- - BEH" G FPYE BRACK R EWEaP WELDED) cc eE MAY gQL'B crap ) FOR (BEE Dip OUN� g2f —in FRAME RAC (SEE CRO55 x�••-.- �\ SIZE AND QUANTffY) snrtTT �n`°� ems' Co ... ECRON INSPECTION: F/`VE 5 IT (C"" µEME0) RIGID FRAME �paN mAY I a oOo NUT BOLT DIAMETER pIMENSION_W _ H D BOLT(S) TPP A325 � vtclr vnTuunax: nrt vwwrtR sutir RIaT. BOLT IDENTIFICATION MF01 STANDARD PURLIN LAP RF01 ASTM A325 AA SY-PASS CONDNION AA EAVE STRUT Fw niamaw o ins xua yRJT PflFPNRl01f. TAw xowlw swum ec rPArm cw� w1w xwourc ucw. VARIES m us[ll¢ suTST.wo w5T swvui5 xsm wAP mc¢ PXOMCfM1E FAECIIW IELWWu6. % 1 SECONDARY BOLTS 1/2X1 T/4 A325 .) (2) REQUIRED PER EAVE SDtUT END CONNECTION EAVE 5DtUT BRACKET (SHOP WELDED) Cal OWE MAY V. PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R EAVE STRUT CONNECTION BY PASS GIRTS RF31 R BY-PASS, INSET &FLUSH CONORION AA LOW SIDE SHOWN / HIGH SIDE MILAR A - PURUN SECONDARY BOLT(5) 1/2X1 1/4 A325 _ - sr[H PaTcwn ALGn MFM ®tt MROSID [YT OR DFCIWC YAE11 WNS 0.®1S ANTI -ROLL DETAIL UPHILL RF50 RIGID FRA1/E RAFTER AA . "NONE'.. .DATE . _- ....____ _ ____ ._ EUFAULA .__..___ _ __. _._ ALABAMA_, .... DODGE .,. _. oRATitl ar. suN t0/21/05 ,CHARLIE'S U.S. HIGHWAY 1 --[-]�+•� C ] roR wPRovK [,) roR wart oNLr cxEacEo Br: FT. PIERCE, FL AMERICAN BUILDINGS dOMPANY. (7 FOR PREL11IN1N/ oFscN APw Br: ANDERSON—MOORE CONSTRUCTION CORP p11AWING, REv.No. 11:oss2 V_ i5.1 NUMBER' 11251102 SED-004 n (1GO1/ 1/41325 .yj I�poJ'G�/ RAPIER �0Zs b (2) ANGLE LONG) (12X2X1/8X �AI LD DRILL) (2) #12 STRUCTURAL FASTENERS OR (2) 1/4 BOLTS OGLE LOLL HOLES OCATION AT EACH 3/8- ROD HANGER • MAY BE OMITTED WRH HANGER LOADS 50 LBS. OR LESS. Nicm UP MUST NOT BURLIN E O15rORTEO- SECTION j E PURUN wg1M F lTA-�1 EPWE EPUPVN 4I VWE 1 EPE'E ( E wRun _A E pURun 1 1 1 A POW" - E 1 E MRU" E PIPE 1 •B sM' � ux� E w1+uN B/AV 4 f �• 1E/P4T 1g/j,Y fI4 g/4Y 1/'� BAY �Y SPPCING Y Y � BAY SPAtlNO �p NG 1W1U�ME E SH04 Wp�E AA PIPE LAYOUT SPRINKLER T TYPICAL 1 I Ca1A TM, Lyle FOR PIPE SUPPOINS vaNf LOAD AT MANGER EOUNALENT u �� • EAXS PIPE PIPE PIPE PIISE/ DRY YR. V �Wf. PIPE 250FIEt PIPE Q8 +250/ E 1/R. �/ 65 315 565 LIE 0 11 6 8 5 31S 4 5 273 163 483 413 g 5• 14.62 23.3 6 ] 3 5 2 4 134 784 358 q. 10.]B 13.4 4 ] Z 5 2 4 lO 9 g1 329 3 1{2 758 10.0 3 6 1 5 13 21 303 2 12 3 65 51 1 5 1 4 11 3 29 279 1 1/2' 2.]2 29 1 5 1 4 1 3 5 21 2]1 1 114 f.6B 2.1 1 L TDI PER lYPl1AL RPE UYOIR AS SHaNN W ,0T EPS ASSUME, PT IT BP.IGNGS VNO6 Am, NAY BE NALVDI. 1. PIPE NAND DETNL SN04/IA AT 5' WRNNS. 2. FOR PIPED P � MD, N BE 5 ON CEMER Y M SUPPORT W AppRpN WE NNEN ALL BAYB ARE NOT U SUPPORT H SHa1LD BE 3- Pa4W CONSTOEPA UBC TO BE IPPUED TO NIY aLE SINaE ♦. WE, LOCO R REO BY CLAMP 3/5' ROD HANGER 2)- A R STRUCTURAL FASTENERS LTS (FIELD DRILL HOLES AT EACH ANGLE LOCATION) INGLE" L2X2X1/BXS LONG) NOTE: MAY BE OMITTED WITH L PURUN UP MUST NOT SPRINKLER HANGER LOADS 50 LES. BE DISTORTED. PIPE OR LESS. - SECTION "A -A" SECTION "B-B" ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SHH002 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SHH003 CLAMP WRHOUT REINFORCING AN 5- TO PIPE L00D5. I SH05 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06 I SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06A CLAMP WDHOUf RQNroRCINC ANGLE AA CUVJP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA LOADS FOR SPRINKLER PIPE SUPPOR AA NaAwlo SH07 DETAIL" ALLOWEAA I D N PIPE "NOT M1D SENOING UP QF SPRINK�R PDNFORCING ANGLE - • SECONDARY BOLT(251 1/2X1 1/4 A3 STRUCTURAL ATQ 1W I I CORNER COLUMN SECONDARY BOLTS) 1/2X1 1/4 A725 `• Unutt CUP CL-2 NOT A OWED ENOWALL SETBACK 1/4' . NOT REWIRED IF OPEN ENOWPLL - DETAIL" SH07A CORNER GIRT CONNECTION (BEAM & COLUMN CORNER COLUMN) WF01RR NOT ALLOWED HT -PASS DR INSET SIDEWALL / BY-PASS QVOWALL AA SPRINKLER PIPE L �'�+J LUMP WRNOUf RQNFORLWC ANGLE ANO ATTACHED AT PUTYUN UP - SCALE: NONE- DATE _ _... __ _.- _ _ E_UFAUIQ srnnTs.' - CHARLIE•S DODGE - -]. roR.caxmLucnON ORIIWA'BL STAN 10/21/os U.S. HIGHWAY 1 '- (] FOR APPROVAL CHECKED III Fr. PIERCE, FL AMERICAN BUILDINGS C( roN POI ONLY [) roR PREUMINMTT DESIGN APPID Br: ANDERSON-MOORE CONSTRUCTION CORP DRAWING. _. - _ __ __- M,,,,ppp• 11251102 SED-C . - - I GABLE 0 sum vuuunw: ro xoT s1w, sR w MF w euL uce srauls NWS m � w� vxwmw Na nvu W ws uwar. ,}MN ®OLTTS% • SEaO�yL1�4 N-2S %145116pp1 pj�l�x2 >151BOLT�BaT rA MIX II_ P3 z18 N}pl � 1• i�• �'oo`I°�ps2> iHo` • � `1 FOR fLWGP%O5 ( OR VB1Jiy CUP GL -2 ANGLE. 1..T 1/2 AT INSET ENGW E.Na" GpESEE T,p- AT a 8Y-P ey-PP65 EMDWPLL 7-3 1/2 AT B 1/2 oPTN ENpW1Vy FRP.NAE CORN . Nol REOU10. RT CON _E TIS OR wseTGn"uwNA- NOIENON-�pPED TE (1°RRT 0°NNEOAPPIR 6E USED. W25 50L 5 N.USf MN :ORNE� CO1y 0LL.S(SI1OLT SE'COND. _ 25 > 7/16' ,ice j3u BOLT OLT )LT SECTION A CH INNER ZEE GIRT WITH Y 2 3/16 A307 DE BOLT FOR FLANGES > 7/16' X 3 5/8 A307 DE BOLT LP SECTION A STEP TWO I AA BY PASS NON LAPPED GIRT CONNECTION TO COLUMN WF61IAA R I BASE ANGLE DETAIL BAA001 CORNER FLASHING FCR-LENGTH �1 4—— r � 1/8 BUNG RIVET OUTSIDE CORNER FLASHING FAB 71�MNGAN WALLS _ .-.6TATUS --WCHECM9f. NE-.'oA7E- CHARLIE'S DODGE CON6Tf:dCfgNDRAWN - w 1D/21/d U.S. HIGHWAY-1 ' ] FOR CDMMA1. FT. PIERCE, FL FORPDWIT ONLYt t TOR PRELNPLART ANDERS0N-MOORE CONSTRUCTION CORP 11251102 SED-0061 O 0P?HED UNE HG ALONG SOLID UN£ ROOF FIS- GJP4-1" TAPE �qASTIC 314 GURvZPNj LONG ,�EWESTRUT Ga1'�gT1 SIOEdWALL GIRT IA OOWNSPOIF� 2 II 510EWn11 P1aJEl i�•7 DOWN�ON� II� V CUP n OOWNSPOT%TfpO�2 ryryyy►► I FINISHED FLOOR ov BUNG RT /Fg R� I1I1 DOWNSPOUT F0-'pE-2 U ROOF MAIN FAITENER(S UTTER v iEE'ci 'smoF1ow .TAPE N MCER CUP) rrFLANGE BACK GUTTER �TGF- BUND E'OVO 1/8 RNET PER LAP) LAP AND ENDCAP FASTENERS AT GUTTER GT07 GUTTER LP'P AND GUTTER ENDCAP FASTENER DETA AA OF TRIM FASTENER(S)�� NOTE: SANED DEAT6 OREA26 FA36TP o"MUL FASTENER (A) PRE -INSTALLED SAVE SUPPORT FSE-1 UNe CLOSURE PULSMNG. FEC- STANDING SEAM PANE DOWNSPOUT CUP FOC-2 6--0' O.C. max. DOWNSPOUT III / / 1/ P CLE1TS 6 WALL) FDS-14 4 RIVET SIDEWALL PANEL BUND RNET (TYP.I- 1/8 RNET DOWNSPOUT MS-14.4 GTS 1/8 TUBE GTS BUND RIVET- 1/8 TUBE (6) 1/8 RAV DOWNSPOUT FOS- OR E IOW FOE-2 BUND RIVET 6 REQUIRED SECTION THROUGH DOWNSPOUT GTO3 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 AA AA M Tm�wRMDnym%ian :--MASTIC M .ARH t�isrttms lu IF TRIM FASTENERS) %1 PER CLOSURE) WE STRUT STRUCTURAL FASTENER(S) g12 % 1 1/4 -0. O.C. WALL TRIMBFABI +-r— �A4 % 7/ OUTSIDE CLOSURE O.C. LON/AOU I -D• WADI � 6 p15D=1ID L11I1FR WAIL PANE maM' IEw N rE TRnA "B°fEOwml >I6 ��' EA04 EAVE WITHOUT THERMAL BLOCKS SB SECTION AT aoDF / AaCHffECTURAL OR LONG SPAN WALLS ,nY nn� STANDING SEAN WALL MAN FASTENER(S) (TYP) LONG SPAN PANE 30.48 m O.C. CAP FLASHING (SEE NOTE 2) FCP-1 WALL TRu FASTOER(S) Q14%7/8 2'-0" O.C. 60.98 a,t O.C. NOTE: =' 1. OUTSIDE CLOSURE ='^` L REQUIRED FOR BLOG. SLOPES 1 1/2 : 12 OR LESS. 2 CAP FLASHING REO'D.FOR BLDG. OUTSIDECLOSURE GREATER THAN 1 1/2 12. (SE1)) BUND RNET TYPICAL - CORNER FLASHING 6 REO'D. PER FLASHING LAP FCR-LENGTH 1/8 RIVET PANEL CLOSURE DETAIL AT RAKE RA01 CORNER FLASHING DETAIL (OUTSIDE) WC21 ATtCHffECNRAL 111 ARCHffECRIRAL Y RIB OR LONG SPAN III WN15 AB LONG SPAN WALLS AS EAVE SUPPORT SAVE SUPPORT FLASHING ATTACHMENT EA10 ARCHITECTURAL III, ARCHITECTURAL Y RIB OR LONG SPAN W WALL PANELS il AA ALL ROOF PANES - -UT STATUS SCE: NDNE DATE CHARLIE�S -DODGE ~ � _ [ ] FOR COxsTRUCf1ON DRAwN en srav - 10/21/05 U.S. HIGHWAY 1 [7 FOR A KWAL CHECKED er: FT. PIERCE, FL. [.] FOR PERMIT ONLY [ ] FoR PRFVMwFRT _ DISIGN APPD BY.1 I ANDERSON—MOORE CONSTRUCTION CORP L 11251102 HHIH'I AN A.M-ERICAN IT'S- - READY. IT'S RIGHT. r Customer Satisfaction is #1 s Lwon C��►� �, 2, t �) A.B.C. JOB NO. .a 'r a Safety Commitment - - American Building Company strongly remmmands hat safe working candimem and accident prevention patios be the lop priorityon mryJob site. Lucal,stae antl federal follo+ed Whelp inam maker safety. Make certain all employees Imow Me safest and most productive way of erecting a building Emerge o, telaphonenumbers, location ffirst aid salt osend emergarm prwzMuress ould be Imown m all employes. Daly meeting highlighgng safety procedures. he use of had hats, rubber sole shoes fire roof work, proper equipment for handling material andsafey malaMere, possible ere recommended erection pramor. Amenan Buildings Conparry himds that hose precaution be interpreted and adminime,ij with sound judgment oonsissn t with good safetypractices. B AMERICAN BUILDINGS COMPANY Your Safety at Work Employee Safety Thesaelyof each espioyeeapnuld be the -Numbs I-raquirerenl a each job rile. Pmerican Building ConppanYstrongly recommend; that each "Enter, be properly trained and supervised in safe work prad ice: If you feel thayou hoc not been properly traned an safety procedures of an, not being properlysuper6W.mnmctyowsupe r. Whiles yorkrmamber: • Wmkaeasmuldbekeplckanandwderlyaz Mltumres. • Improper tool usage rayresult In injury. MakeeerWn Mat Mbconeclmolis lablewd'esuWfwe hphmeofbuildbgxocian. • Relurnmolswhminolinuselobeirpmpe Plan. A firm commitment to employee safety 6Me first step in eau suaressful building anion. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY j 1 s s� rt Remembed Dmly meetings higWgumbeeerylr,lo,t rm Procedures will reduce the wmbc of employee anti dmis Your Safety at Work Your So* atyn r depends on four thing: I. FnmyinBwha he M1aAdi ere 3. hhiywing mown proteU ywrself 3. And—Yan.,Emfaly 0. Md._Vouroauarkas. Salarypubli You, Job con FORicogm will hdp m i retBNswn¢ ofhe hazard; and will wggestame of lot ways a wh'lh esters wt protect carmu has There g acres, howeve, are not complete and should not be relied upon as rc Sn. allot Prdpersb b &indgw. Ultinge elonN>on caiProtectyandf by makMgwreyau remgniu all ofhe hand; art by Minting ad stingsarely. ... And Your Crwvrker's Job Sins your myyvd:a's unsafe behavior an edanget yno, help hem baraway, roe. READ AND UNDERSTAND ALL SAFETY PRECAZrnONS M: If Y. Dm't Understand —ASK Impnr a d: If there's something you don't understand, gel help from your supervisor. Your Safety at Work Moving. Uftiag lead, Steywell in Me deg ofanymoving Toed. Keep hmdeand feel Gear at all time Wodws should be trained to correty IocAe Me points of cable atladiment and in Me court and We weation of lifting aluipmmL OSHA approved hand has, steal me Roes With meWasal goad and eye prolectun should bewam at WE tins. Stay in Me clear of any lilted load Make certain all manning in properly braced or guyed before lifting lines ere rammed. STAY WELL IN THE CLEARI x a Rememther Gaily meetings higWighelsoo e f mr,,ee saddy arc procedures will reduce the number d erhployee accidents Your Safety at Work ComectTool Usage Make Cabin Me correct tool isa✓ail ble and used for eech phase of building erection. to be rood manlan a hrm, ark podlmn when using ary Iool and aamssnt avames of heir locaion ' to he rmf edge Use approved ti Iduld netting ac , co when working rope roof senses Oink wire rope for broken strands, bmkmwire andkinequi Replacedan aged, unease 51P smedirch, personal proteEach, must properly ofd mudded. oat OSHASWdalh sor equipment yhi[[a standing arm. Electrical tools mhsl be prepay groonded Do not we electrical moll w equipmant while slantlmg on net sudss, Rehm tools to Meier proper plan when not imo. Don't alowtools, blocking or materials tobee become a falinghazad. USE THE CORRECT TOOL FOR THE CORRECTJOB rh , Remember Daily meetings highlighting ear,loyeerdey proedureswill reduce the number of erryloyce accidents Your Safety at Work - PANELS MAY BE SUCK Panes may be oiled ad slid, Oil protects Me panel mil slack and finished panel horn our Miring shippingandstural Derv, frostw arty other lnolsnpe may casepanels to be sippey. Becertanhwipe pasal,owah before imWlatim begin. Weer rubber sole oak boos When on Me real. we OSHA approved protection devices such as safey lines, safety net w. each Pbatform. UNSECURED PANELS MAY SUP IF STEPPED ON Employ. should be continuousy waned to rem step on a single unsealed roof pawl or a stack of roof panes laying unnamed on the pwlins. Secure each and with cLmpsal aloProplae fe tones and place walkboards in Me Be! of any panels not fully segued to Me purlim and supported by panels an each side. WakWand; should con M Me all length of he panel and be (starred together by drilling a hole near Me and of eau board and tying it WE, rope b Me neatbead (Out a ,reeve in he bottom of each bead ao that Me board w,ll lie Rat and not lip bookend forth became of Me rope. SAFETY PRECAUIIONg . NI wary precautions refemed to yi<onghuol Ms publication, WE 051-1A solely requirements or other customary or smarmy requirawu- i vwat beaMwed m in wale M mavmiu employee safety. Guy meeting deanibMg a�' wmk proce ores• me of had has, rubber sale show for roof wok proper equNmant for handling m;, era and edge ofroo(ProlMim dev4cs ere recmneded anion pratims. Your Safety at Work SAFETY PREUUTIONS FOR ROOFING WORK American Buildings Company strongly commmdz tha suedlon emplaces be o ntrommly trained and retrained In safe and productive wok practice. Worldrg on the roof area in the Immallat on of roof strumumis, insulation or roof panels requires proper mining, coma equipment aid constant alertness to minimize the danger offalls. Hatdha6 should be mom on lob sites to prevent injury from falling objects. Wai esebould always be aware of Meh location to Me roof edge. Safe work pacHcs on the followhmg erection duties should be carefully reviewed with erection news prior Ed beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Roof panels had be cwnplsey attached to the purlins and to panels an either side before they can be a sakyMlim,owlse. Patialy attached or unatlahe l panels should neser be walked col DO NOT: 1. Stey on red al edge ofpanel ±. Stepneameaseinribatedgeofparel - 3. Stepwithin Sfesto(edgeatumecuredparhel. Roofpandr mod never be wd a wcrk piatimizz. An OSITA approved utsmmy az speofied m "OM Spiry and IImBb RoWlm'wufor the Com mcnom brda by" •bold be wed fm platfomr work Interpretation American Buildings Company disdains any mpomibiliy for injuriesor damags whkh mayrarlt from Me Mterprelaion and Implementation of Mesa safely and eectim pracd es since the also secdm operalum and condition ere beyond American Buildings Company's control. It is mounted that only sperieced. ImoMedge:ble a ormowith trailed mews and proper equipment will be augured to de Me elation. It 6emphasizetl that Ammazta Building Cawpauy ls a manab cNrer of metal building rnmpmehs and not engaged in Me a ction of is produces. Opinions wrersed by unman Building Company about eMion praskes we intended on prawn only a guide as to how Me components flauld be i =en bled to maw a building The apeiance, eapeyse and skills of Me are ion desk s wall as Me equipment available for handling are moral creaminess Me quality of erection and On ultimate warm. amsfadion of he carpleted building rVI AM[ERICAN BUILDINGS COMPANY J y L GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR UMUTY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATON DESIGN SHOULD BE DONE WTIH DUE REGARD TO ME SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSTE 3. FOUNDATION MUST BE DESIGNED FOR ME APPLICABLE REACTIONS AS THEY APPLY TO A PARTICUIM BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. A 4. REINFORCING BARS, WERE MESH. ANCHOR BOLT SHEAR ANGLES, TE RODS AND / OR HAIRPINS (HOOK EARS) SHOULD BE INCORPORATED AS REQUIRED IWO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT ME COLUMN BASE ACTING IN CONJUNCTION VIEW APPLICABLE CAL REACTIONS. MUST BE SUSTAINED BY HAIRPINS, THE RODS, BUTTRESSES. OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES IWO NATURAL SOIL OR MUE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHAH FMENO TO THE NATURAL GRADE IN ALL CASES THE'FOOTNG AWL EXTEND AT LEAST 6 INCHES BELOW MELOCALMOST LINE 6. EXPANSION OR CONSTRUCTION JOINTS. SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SUB. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SCAMS. LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE 21/16 INCH ON DIMENSIONS WITHIN THE'CROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHAH HAVE A 41/8 INCH TOLERANCE • 8. COLUMN BASE PLATES ME DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS UPUCTILY NOTED OTHERWISE. ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR 601.75), OTHER MATERIALS. AND LABOR SHALL BE SUPPLIED W THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND GUANTTIY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS WE RESPONSBIUTY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ME CONSIDERED WE MINIMUM LOADS TO BE DEVELOPED. • 12. ALL ANCHOR BOLTS SHALL BE ASTM M07 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. - 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED MOVE THE CONCRETE TIMING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALLHAVE A PROJECTION OF 1 IN. ALL BOLTS SHALL HAVE A MINIMUM MEND LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROTECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. .14. ANCHOR BOLT DIAMETERS MR THE PRIMARY FRAMING AND ENDWALL FRAMING ME DENOTED AT RESPECTIVE BASE PLATE DETARS OR ON THE BOLT PLACEMENT PLAN. ANCHOR BOLTS FOR FRAIAED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. rBASE J BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT BASIC MATERIAL SPECIFICATIONS e' FINISH FLOOR ..M1 ANCHOR BOLTS (SEE NOTES /13 k /14) SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STED_ STEEL FOR MILL -ROUND STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, MEW A 572 GRADE 50 OR 55, OR ASIN A 992 WITH A MINIMUM YIELD OF 50 KSI. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF -THE FOLLOWING: A ASM A 1011 SS, GRADE 55 B. ASTM A 1011 HSIAS, GRADE 55. CUSS 1 C. ASTM A 572 GRADE 55 D. ASAP A 529 GRACE 55 STEEL MR ENOWALL 'C' SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE, 55. OR HSLAS, GRADE 55, CUSS 1 STEEL FOR ROUND PIPE SECTIONS SHALL. CONFORM TO ASAP A 53, TYPE E OR S, GRADE B, OR ASTM A 50D GRADE 8 SECONDARY FRAMING erm - STER USED TO FORM PURUNS, CITIES, SAW STRUTS AND 'C' SECTIONS SHALL CONFORM TO ASAP Atoll SS, GRADE 55. OR HSLAS GRADE 55. CUSS 1. OR IF GALVANIZED SHALL CONFORM TO ASTM M53 SS, GRADE 50. CUSS 3. G90 OR HSLAS. TYPE A, GRADE 50, G90, BOW WITH A MINIMUM YIELD STRENGTH OF 55 KS. ROOF AND AND W EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED) STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. MATERIAL NAY BE EITHM 26 OR 24 GAGE - PANEL MATERIAL SHALL BE ALUMNUM-ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE So, CLASS 2. MATERIAL MAY BE EITHER 24 OR 22 GAGE PANEL MATERIAL SHALL BE ZINC-CCIAW (GALVANIZO STEEL, CCATNG DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASM A 653 SS, GRADE 80 OR ., HSIAS, TYPE A OR B. GRADE 80. MATBRW. MAY BE TITHER 26 OR 24 CAGE. PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL MATING DESIGNATION Goo, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS. GRACE 50. CUSS 3. MATERIAL MAY BE EITHER 24 OR 22 WE. BRACE MATERIAS BRACE CABLES: ASM A 475. 7-STRAND MS WIRE CABLE BC4 - 1/4' DIA BC5 - 5/I6' DIAL BC6 - 3/8' DW BCB - 1/2• DA. THIS IS TO CERRFY TINT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY ABC. ARE DESIGNED TO COMPLY WITH ME FOLLOWING CRTERW THESE DESIGN LGADS.AND COMBINATIONS ME APPLIED IN ACCORDANCE WITH: 2002 Florida Building Code DESIGN LOADS DESIGN LOAD COMBINATIONS METAL BUILDING DEAD LOAD (0) - D + L 8- O+C + L COLLATERAL LOAD (C) D + W 5 pelf On Pact Members 5 Del on SupporUn9 Fromea D+C + W D + 314E + 3/4W ROOF LINE (Ll D+C + 314E + 3/4W LOAD 20 on Roof embere 0.60D + W 0.6O(D+C) + W pelf With Reduction On Supporting Frame. Mu Permilled By Code WIND LOAD (W) High Velxi Hu cane Zone - No Exposure arratn Categgory - B. Urban and suburban areas• aaded areas, or a wr terrain with numerous closely .paced obstructions 140 mph Basic Wind Speed (3-eecand gust) Enclosure Classification Enclosed Buildings Wind Importance lFactor 1 Occupm y Classification - NI buldings and structures if, 1 do not qualify as arty other mom specific category NQ7 1. ALL FIELD WELDING IS TO BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH AN /AW5 82.1 MR THE WELD PROCESS AND REQUIRED. POSITION SHIELDED BE E70n. METAL ARC WELD ELECTRODES M 2. THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES DOORS. WINDOWS, ETC. BY OTHERS MUST BE DESIGNED AS "COMPONENTS AND CLADDING' IN CORDANCE TO SPECIR WIND PROVISIONS OF THE REFERENCED BUILDING CODE. 1. UNIFORM BUILDING CODE (ICSO) - / FA-285-CARSON CITY. NEVADA PUNT. 2. INDIANA - 3 MASTER PLAN FILE NUMBERS GABLE BUILDINGS : M-295147 SINGLE SLOPE BUILDINGS : M-295110 LEAN-TO BUILDINGS : M-295144 3. ESCONSIN-®200232-M, 13 BASIC STYLES. 4. CITY OF CLEVELAND• ORO DOCKETS S-52-82. 5. CANADUW WELDING 1AIRFAUIDMSION I CERTIFICATION AT E. PASO. CARSON CITY h LACROSSE 6. AISC QUALITY CERTITCA110N.'CATEGORY. M8. 1 7. PfAW CERT ICATION AT CARON CITY FOR CITY OF SFATTLE-MU FOR OGDEN. WAN, B. CITY OF LOS ANGFLES FABRICATORS UCENSE /1390 AT CARSON CITY PUNT. 9. CITY OF HOUSTON. TUMDR40 SEW 11 //EWS'FABRIMTOR APPROVAL 1478E •' ( 10 IN UNDERWRITERS UBORATTORES ROOFING MATERIALS DING SEAM 360 WIND �SYSIEM ORECTORY. CONSTRUCTION N0.5 9] AND 21DA AS LISTED 11. LOC SEDAN / UX SEAM 360 WIND upug-CLASS 90 (UL 901 CONSTRUCTION NO.5'238: 238A. 2388, 238C, 331. 332. 336. 435. 451. 487 h 567 AS LISTED IN UNDERWRITERS 90'(ORATORUL 7IES ROOFING MATERIALS AND SYSTEM DIRECTORY. 12 LONG SPAN S LABORATORIES ROOFING' MATERIALS ANLONG SPAN III PANEL DESSY61ES DIRECTORY. UCTION N0.5 ]I, TEST h 167 AS LISTED IN 13. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD M71 UP TO AND INCLUDING 1-120. 14. 24 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANOMD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASAP E-1592. 15. 24 k 26 GA LONGSPAN III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 16. 22 GL LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180. O. 24 G. LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASAP E-1592. 18. 24 Gl LOC-SEAM MODIFIED WITH 3M-VNB TAPE 04950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. 19. MIMI-DARE COUNTY, FLORIDA ACCEPTANCE NO. M-0929.07 - 24 GA STRUCTURAL STEEL 3' X 24' STANDING SEAM 36D 20. MIMI-ME COUNTY• FLORIDA ACCEPTANCE NO. M-0929.16 - 22 G, STRUCTURAL STEEL 3' X 24' STANDING SEAM 360 21. MAR -ME COUNTY, FLORIDA ACCEPTANCE No. 00-0929.06 - U G4. STRUCTURAL STEEL 2' X 16' LOC SEAM 360 22. MIMI-DARE COUNTY, FLORIDA ACCEPTANCE NO. 01-0802.07 - 24 GA NON-STRUCTURAL (MCHIECTURAL) METAL ROOFING 2' X 16" LOC SEAM 360 23. MIMI-DARE COUNTY, FLORIDA ACCEPTANCE NO. 00-1120.04 - 24 GA NON-STRUCTURAL (MCHIIECTURAL) METAL ROOFING 2' X 16' LOC SEAM 360- 24. MLMI-CODE COUNTY. FLORIDA ACCEPTANCE NO. 03-0530.03 24 GA SIHUCNRAL STEEL 1 1/4' X 36- LONG SPAN 0 ROOF PANEL 25. MIM-DARE COUNTY, FLORIDA ACCEPTANCE NO. 03-05M.05 24 GA. STRUCTRLL STEEL 1 I/4' X 36- LONG SPAN 01 WAIL PANEL 26. MWA-DARE COUNTY, FLORIDA ACCEPTANCE NO. 03-OS30.04 24 W STRUCTURAL STEEL 1 1/4' X 36' MCRTECNRAL IT WALL PANEL 27. FLORIDA PRODUCT APPROVAL FOR STRUCTURAL C0MP0NENTS (FLIRT), ROOFING (FL704) AND PANEL WALLS (EL705). SHEEIF NUMBER DATE REV. NO. SHEEr NUMBER DATE REV. NO. ABC -I 11/07/05 2 AB-4 11/07/05 1 HE CERTIFYING ENGINEER HEREWITH S NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND )NLY CERTIFYING THAT THE DESIGN OF ME METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILT :CMPAW SATISFY THE DESIGN REQUIREMENTS SPECIFIED PROVE AND ON THE AB.C. CONTRACT. THIS :ERTFICATON EXCLUDES THE ERECTION CIF THE STRUCTURE F9 " - u V•^••••STATICS ••••� 5CALE: NONE DATE GUFgULA AIABAMA 12V. REVISED AB-4 SDAN 11/07/05 CHARLIE'S DODGE [•I MR CONSmUCTION DRAWN BY: STAR 10/xt/OS U.S. HIGHWAY 1 ' I 1 roR APPROVAL. [)roR Pawn aHLY CHECKED BY: FT. PIERCE, FL ' AMERICAN BUILDINGS COMPANY [ )roR PRLUMNMY DESIGN Aapo ar: m io/25/Ds ANDERSON-MOORE CONSTRUCTION CORP DRAWING. REv.NO. Wn Br: JYH 1 tD/u 05 7., t:ax ver. zs.t NUMBER' 11251102 ABC-1 2 L-OBV ZOLISZII '""""' - - N MYaO dif00 NOLLOn2f1SN00 3210IJ '308 1d '14 so/n/o{ F A :8 OdW NDI90 mawl3Nd I, ( ) ld '30i131d 'Li :Ae 0ND3HJ AiNo Nr013d an3 [ ] NAWddr a0d [ ] L' J.tlMH01H 'S'n so/La/ol Neu :18 IIMWO NouDnalsNOD aa3 Le] 30dOb. 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33VO -Zl 1 MWd 0AADS DOOM -OL3(WYM�:SDNIN3d0 mNJeLi Old�i :SH1DdsNMDa HOlOO n,,U :HMOO - 3OY0 : 3d 13Wd VAOV3 'OZdI♦MTlr / will 0 DZd{6.ar- :hM 3MM - -- ON- S3= _ ow--- Sac- - ON--- S3A ON- 53A- LNn 30VOV3 OONll NOLL03MONd HLONiI 3NO13H OUMS aD Im3A 3dA1 OIA sac- 011- S3A H3NH00 W3W - ON DGKIV3al MONS ONV 301 OtT 53l ON- 53A — MEL 3AV3 3XM30 t old s3A off--- s3A- - M81 3AV3 31dniS -:AID Man 1NM .s A 1N3On1SNVH1 ONX 53A- ON�r S3A- - Z- -T r T " (IIVN)'O'0 Ld — SInOdSNM00 /M a311f1u X0V9 30NV13 —NM —3ZIS _1110 S nrwis kscn1sN4d[ ON1r Sal- ON�r s3A .Z71T� 'T (%m) 'O.0 l.d -M SMOdSNMOO /M a3IN0 (IM101S — M ON-r S3A- ONZr s3A .Tf= Xur ON-r 53A ON_ ci s3A .Z/CT.F T.r -T — 91 .9 OWT S3A ON- I_ S3A- XF-M :1.w — 9L .9 a010O A, UNn TML H3Nn AM dy8m Hd 1HOOH MIS 111O0N HIM AID �UINVHINM LiNd 80103 37lO IN •Nin 11LON31 3aISInO NICK 3CXSJn0 AID WjaL `�SY :3SYd DLdM5ja :a0lW 92:30VO dCl �3dA1 _.._SlaR6d'ITJ6� . — ON- 53A- — 0N- S3A- DH VT S- OL09 - OLOC — ON- S3A -- OIr S3A -- - OIf- IN S _ OLO9 - OLOC 3XIS IV MdOIS HMNn WON AID ON-- S3A- -- 0N- �- 01r lN__ S- OLDS - DOE- �R":NOLLVJOHH3O O6 In -S mnxa OMO 3HL Ni 03131O3dS AIVMO s98no 30OH AS a3LHOddnS SOV01 MY 3D NOLLY301 ow 3an.im" 3Hl A ON- S3 — ON _A S3 u!r 1N- 5 OL09 - OLOC - -'nn;MW8dVM S53NW011a3HMA -OFT AINJHHVM 1NNd UI.3dV5 XNINL'I 3S lsnn '/OWE SI ONINVHd suno JOOH OHVaNVIs HOd OVOI Anna" •H3N01S3a 'O'SY 3HL SSMNn owlmA 8HML1 BOA SNnand 1nO 10N 00 •('O'SY) AWdROO H01DD -iflSOW " 3dAL -" 326 AlD HOWO YZ3Dtl0--'-3' 3dA1 - - 'S3.1'!NlIO 100Hd J HOM3LON 3W 1nS SOP OId1O3dS AS 03S13T3a n0SIXI 01 NV1Od ION A" 80 A" S310N VNROMOd 3HL SuNIO11nS NVJIH3W AS DOOMOaNn VNOISOME SUM 1110 01 NO 3W SMIS NIaL H3Nn AM H3NO HOWO 135MOD1 ONVAS dooa ONIMHU 9845 355a a roM MI Hi;� fi A B H2 y Y1 H1�117) B H2 V A M1 HI H2� A V M1 X7 �.') H2 A B V REVISIONS. PORTAL FFRAAJE LOADING RID ONE 10 & 1 B CONDITION ) V (Hp) U-14.1-36.3 Hl (Hp.) D +2.8 1 -36.3 -135N o to to5 +36.3 +14.1 H2 - horizontal force perpendicular to Na plena of frame LOADING FSW Bay 3 PORTAL FMAIVE GRID LINE 12 A B CONDITION V (kip?) N1 (kips) V (HPa) H7 (Hpa) D Is o W b o m - nonconVU1 orcc "I - .•.. IQ horizontal fort. perpen icular to the plane of fmme LOADING CONDITION FRAME LINES B-F A (hWp.) HI (kip.) (ki ps) D +1.5 C +2.0 L +4.7 IN -10.6 to +0.6 ryi - nonzonmi o- 1. •. H2 horizontal force perpen icular to Ne plane of fmme UNES B-C H1 (HPa) V (HPa) Ht (Hpa) A +11.4 +11.0 -11.4 +13.8 +11.0 -13.8 L +30.9 +33A +26.5 -33.1 W -67.1 -68.4 -56.7 +66.9 nI - anion[w me .n u . •• •• H2 � horizontal forte paMen icular to the plane of fmme M1 HI .') H2 V A B Mt -fl-TTM HI X2A B C D E F G H I J V N1 HI H21 A B V LOADING CONDITION FRAME LINES D-F Av (pips) HI (kp.)0 v HI +10.0 +6.3C +8.2 +6.0L ;+2" +19.6 +14.3W -43.5 -2B.8 m- nonzonm' .me s. e 1 n o H2 - horizontal force perpen icular to the plane of frame LOADING CONDITION FRAME LINE A A B (kips) (kip.) I (kip.) D +0.2 +0.7 C +0.4 +12 L +1.5 +4.9 Is -3.6 -12.3 -3.2 to +2.9 ry[ v nanSon[m 1a[Ge m uw p�ana u v H2 a horizontal force perpendicular to Na plane of /rams LOADING E UNE A CONDITION A B,I c.N O.G EF J V (Hpa) H7 (Hpa) V (Mps) H2 (kip.) V (kip.) X2 (HPa) V (HPa) H2 (HPa) V (Mpa) H2 (HP.) V (kip.) H1 (HP.) D +0.3 +0.6 +0.6 +0.5 +0.8 +0.3 C +0.5 +0.1 +1.0 a +1.0 . -+0.8 +1.3 +Ob -0.1 L +1.9 +0.2 +4.1 +3.8 +3.3 +5.1 +1.9 -02 N -4.9 to +0.] -].8 to +2.9 -9.3 -3.8 to +3.4 -7.6 -4.0 to +3.7 -7.0 -4.4 to -9.7 -6.0 to -4.9 to -2.9 to Hl v nonzonan Torte m we pluno m n o H2 � horizontal farce perpendicular to the plane of fmme REACTION SCHEMATICS MADE CWD __DATE__. ENGR _DATE 1._a�T ^Tru.0 auew��,w__. $CALE: - NONE- [•) YOR CONSRlOC{ION DRAW Bf: VAN [) FOR APPROVAL CHECKED BY: [ ]FOR el ONLY [ ]FOR PRFIpa1NAR'r DESIGN APPO BY: JVH CHARLIE'S DODGE ' US. HIGHWAY 1 FT. PIERCE, FL ANDERSON-MOORE CONSTRUCTION CORP 11251102 A13-2 ^ d - n . n N ^ m 21 21 21 1 1/4'AB BP02—C `3/4•m .ol BP04—C BASE PLATES 6" BELOW F.F. e 21 11 ' 3/t'IB 1 I —I BP07—C NO.. - _ RCASIONS_. - - BP08—C t 1/4-M o I ^ d m _ r m ^ N 21 21 21 1 1/4-AB BP03—C GIRT LINE GIRT LINE? 1 ^ d d m O ^ t 1/4-AS 2 H2 2 BP02—A BPO3—A PHASE 2, BUILDING 1 & 2. 1 1/4-AS B z z z , t/4•AB 0 m ^ d m � GIRT LINE BP09—C BP11—A BASE PLATE DETAILS N N ^ 20 " GIRT4INE BP12—A GIRT LINE1 p.0, n ra a a O N -- .71 ^ N 0 20 GIRT LINE BP13—A REVISIONS MADE ACD DATE_ - ENGR DATE e" SCALE: NONE DATE -_ - .:: - _ � ._ EUFAULAAM _ . _.- _ -_ . . ._ ALABA _ _ . _ _ •DRAx1NSCA5 ._ CHARLIE'5 DODGE _ row coNmmclron er: sraN �._ to/x1/os U.S. HIGHWAY 1 - 1 MR �PR01AL - [ 7 FOR RmM onLy CoRAwrr NECKm e+: FT. PIERCE, FL AMERICAN BUILDINGSCOMPANY [ 1 FOR RRTvuin'ar DESIGN A M Bf-'1 1 1o/25/os ANDERSON—MOORE CONSTRUCTION CORP ow+wwc. REv.No. - NUMBER' 11251102 AB-3 ' o cAn er: STAN to/zt os to:l sso Ver. 25.1 lee BP01-B BASE PLATE 6" BELOW F.F. BP02-B BASE PLATE 6" BELOW F.F. ^ NO. _ - _ REVISIONS PHASE 2, BUILDING 4. a s a � m GIRT LINE- BP03-B 3/4-AB GIRT UrvL- BP04-B BASE PLATE DETAILS p _ - -REVISIONS -- I GIRT LINE BP05-B UWINC .SUBYRTIL� STATM SCALE: - NONE' -=D I CHARLIE�S DODGE iDR CONGIFI)CDON oRAwN er: STPN 1o/zi/as U.S. HIGHWAY -1 MR VPp & CHECKED W-. Fi. PIERCE. FL BUILDINGS FUR PERYR ONLY MR wmrxuuRr DESGN MPD 6Y: J 10/25/05 ANUERSON—MOORE CONSTRUCTION CORP BY: STAN 10/2105 10:14:50 V.F. 25.1 p UMBERc'• 11251102 A8-4 I -L --- -- A AT SPLICE A 8 8 8 1 2 X 2 3/4 X 1 3/4 10 1 8 1.0 1/8 162 9/16 20.1 1/4 C 8 3/4 X 1 3/4 1.0 1/8 24'8 11 16 D 8 8 3/4 X 1 3/4 1/2 X 2 110 1/8 1'0 1 8 20'1 1 4 16'2 1/2 E F 4 1/2 X 1 1/2 10 1 8 18'1 7/16 19'11 3/16 G H 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 1 8 1/8 21'8 15/16 1 4 1/2 X 1 1/2 8 1/8 23.6 11/16 J 4 1/2 X 1 1/2 8 1/8 23 6 11/16 K 4 1/2 X 1 1/2 8 1/8 21.8 15ZI6 18'117�66 M 4 1%2 X 1 1/2 11011/ t2 12 —, 12' i 70.6 11 70'6 a 37'3 37'3 J 1/16) EET LIN ^ I rr PMAPEf PPRAPET UNE UNE ^1 f__---^_---1-_-Tf---------------o -----------------IP---_---_--- �I I f m m h B I L R TIII a PARAPET UNE�- 3 1 i 10 ER-M In i• a -- - - - - ----- �� m �` �` I� ER-5402 C s40z I J N ER-5401 N D L T (4) 1/2X2 A325 BOLTS GARNER COLUMN —� IL—u PARAPET BEAM CONNECTION AT CORNER PARAPET UNE h0w�w-b EC-5401�i 1.0 I 8 '7 U BEARING FRAME CROSS SECTION CS01—C FRAME UNE A _ ENGRI DATE - IN0. .-. .REVI510N5 ._ ..._ _-._ _ MADE CK'D _.DAg.. ENGR GATE OIUWINO SUW.IRTAL STAWS, _ ,. SCALE: - NONE _ _ _. _ .. _ __ - _ _. ^ - DnrE CHARLIE'S DODGE EUFAULA- _ _ _ _ A ABAMA.. _. - [+7 FAR CONS1RUCiroN- DRAWN Br. STAN 10/21/G.6 U.S: HIGHWAY 1 �` [ 7 roR AP1mwu c11ECXED �; [.7 FOR raR1m arnr FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [ j FOR PRf]RIRWtY DESIGN APPD W. ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REV.NO. CAD BT: NT 10 24/05 10:34:47 Per. 2511 NUMBER' 1.12$1102 E—Ol 0 A T SPLICE A B 32 16 3 4 X 2 3 4 3/4 X 2 3/4 4'6 15 6 2'7 1 16 133 5 8 17% 11 16 C 12 3/4 X 2 2'6 11/1fi 22'0 7 8 D E 14 16 3/4 X 2 3/4 X 2 3/4 2'6 11 16 2.7 1 16 22'0 1 16 178 5 F 30 3/4 X 2 3/4 46 1 /16 13'3 5/8 RIGID F ERS I 2 2 — 111 SIDEWALL PARAPET DETAIL ,2� 9,j11 6•i-, 70'6 v 70.6 s IeL- 35'0 IS m 35'0 is 24'10 ] 24'10 1/16) 12 O 5'0(+- 1/16) L j e m L ;1 } 1 1 0 RR-0703 1 L m a -0702. RR-0]04 I PB-3X C D 3 17' 6 RR-0705 coi ,t1y�0701 E B 0 /T� \J o U m U b + 2 r 9 U � N RC-0]02 RC-0701 _ b t7 129'91 CLEAR 52 m 5'215 ' 70'0 TO RIDGE 70'0 TO RIDGE 140'0 OUT TO OUT OF GIRT LINE 1'K' RIGID FRAME CROSS SECTION CS02- C ERAME ID: 11251102.03A ' RUMS ONES B-C - - '- N0. . • ' _. - = REVISIONS. - ^-:._ - -...- MADE CK'D DATE ENGR DATE 40. ---. _. REVISIONS -. __ _ = MADE CK'0 .- DATE_ ENGR DRATnxc suaNllru 001E __ _ .. 37AM _ AqT _ _ _ Ste' ` `NONE- CHARLIE'S DODGE _ _ __ - EUFA LA_ _- _- AIABAMA _ _ - - _ [ 9 row ccammrnaN DRAWN BC SPAN 10/21/05 U.S. NIGHWAY 1 Li i0P [.] FOR P01NR ONLY CHECKED EH: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ] MR PRFvuuuxr DESIGN Al 9y:11 11 ANDERSON—MOORE CONSTRUCTION CORP DRLv.No. aD aY: STAN tD xs w 10:3k49 v.�. zs.1 -NUMBER'RAWING, 11251102 E-02 0 'SPLICEA - E --- --- A B 8 8 1/2 X 1 1/2 3/4 X 1 3/4 1'0 1 8 1.0 1/8 26'2 1 8 30'1 1/4 C 0 8 8 3/4 X 1 3/4 3/4 X 1 3/4 10 1/8 1.0 1/8 34'1 11 16 30'1 1 4 E F e 4 3/4 X 2 1/2 X 1 1/2 1 0 /8 8 1�c3 26'1 3/4 28'1 7/16 G 4: 1/2 X 1 1/2 8 1/e 29'11 3/16 H I 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 1/8 8 1/8 31'8 15/16 33'6 11/16 J K 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 1/8 8 1/8 33'6 11/16 31'a 15/16 M 4 1/2 X 1 1/2 8 1/8 28'117�66 3 O 3'4(+- 1/16) J 12 ,}F-- 70'6 Y 12 O 4'6(+- 1/16) El-ala2A SEE SHEET E-02 FOR LOWER FRAME BEARING FRAME CROSS SECTION CS01-A FRAME LINE C N0. -. - --REMSIONS�- MADE CNb. GATE_ ENGR - OATE NO. REVISIONS _ _ MADE CN'D_ OAIE ENGR GATE OMWING SUBNIRAL _ � STATUS SCALE:. - - NONE . ' DATE_ _ _ _ MR coHs 161CRON [ j TDR PERMO ONLY [•] FOR PREUYPURY cm w STAN ORAWN BY: 1 STAN" ' 10f21/OS ' CHECKED HY: DESIGN APPO BY: 110 21 /O5 10:16:J3 van 2s.1 COLUMN A-325 BOLTS NI i DETAIL 'I EC-5001 B1 1 OF COLUMN 1 11'41 CHARLIE'S DODGE U.S. HIGHWAY 9 FT. PIERCE, FL AMERICAN BUILDINGS COH ANDERSON—MOORE CONSTRUCTION CORP DRAWING. NUMBER' 11251102 E-03 CLEAR A B C 20 14 10 3/4X 23 4 3/4 X 2 3/4 X 2 4678 3'0 1 //i6 3'0 3/4 2321 8 26'2 1 16 28'7 1 D E 14 14 3/4 X 2 3/4 X 2 3b 1 /16 3b 13/16 31'6 7/8 31'6 15/16 1% F 10 3/4 X 2 30 3 4 28'7 G 14 3/4 X 2 3'0 1 /16 26.2 3/4 H 22 3/4 X 2 4.6 13/16 23'2 1/4 tYta' t2 O e8(+- 3 O 3'4(4_ 1/16) r N0.. RD 12 O 4'8(+_ 1/Ifi) RIGID FRAME CROSS SECTION CS02—A FRAAE 10: 11251102.019 FRME UNES O-F— - - - t2 �1x 1'10 nAM : SCALE:. NONE - .DATE CHARLIE'S DODGE- U.S. HIGHWAY 1 ' (•] m coNsrtRlrnON DRAWN 'BY: STAN 10/21%05 (]FOR APPRwu C[ ]FOR Prn ONLY FT. PIERCE, FL AMERICAN BUILDINGS CO aEOREo ar: 'mGN AaPO ErY.1 DRAWING. ' [�1 FOR PRELNPUAY ANDERSON-MOORE CONSTRUCTION CORP NUMBER' 11251102 E-04 rAo BY: I-STAN io xV05 toaRJS var. 25.1 WN - -- A A B 8 8 3 4 X 1 34 3/4 X 1 3/4 1'01 8 1'0 1/8 26'1 34 30'1 1/4 C D 8 •. 3/4 X 1 3/4 3/4 X 1 3/4 1'0 1/8 1'0 1/8 348 11 16 30'1 1 4 E F .a 8 4 3/4 X 1 3/4 1/2 X 1 1/2 1'0 j/8 8 1/✓1 26'1 3/4 28'1 7/16 G H 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 1/8 8 1/8 2911 /16 31'8 15/16 I J 4 4 1/2 X 1 1/2 1/2 X 1 1/2 8 1/8 a 1/8 33'6 11/16 336 11/16 K 4 1/2 X 1 1/2 8 1/8 31'8 15/16 16 M 4 1%2 X 1 1%2 8 1/8 ' 2817 16 ' tz tip jp 89 31'101 u t°_ BUILDING 4 c o 1 1 4 f 1 � I _ d f J f 81 • �NO MADE CK'D - DATE - EAGR DATE - N0. _• - - MADE CK'D - OATE RIGID FRAM 12 70'e 9 2 O 4'8(+- 1/16) DETAIL "B" 3 O "4(+- 1/16) STEP COLUMN 1/2X2 A-325 BOLTS EI-Dw3A ____-�F - 1 I '__ EI-0507AJ r - _ —PH—ASE __ -------------- --------+`---- t __ ---I------------- oEFAIL'B' 7 FRM/E -J-- -_ EC-5101 1 o I 1 Ix I n 1 1 I Y 1 1 ^ 1 1 1 1 Y B1 I r 14'6 TO CL OF COLUMN 22'0 TO CL OF COLUMN 14'6 TO CL OF COLUMN 14.6 TO CL OF COLUMN 14.6 TO CL OF COLUMN 14.1 T TO CL OF COLUMN 1'41 70'0 TO RIDGE 140'O OUT TO OUT OF GIRT LRE BEARING FRAME CROSS SECTION CS03—A FRAME LINE G MIONS - MADE cK'D DATE-. ENca DATE DRA1nNc su6wrTAL .SCALE: -NONE GATE ... _ _ _ EUFAULA _ _ _ -. _ ALABAMA - - - - _ 5*A . _ " CHARLIE'S DODGE - - -- C ]FOR WIVRUC110N DRAWN IF* STAa' fo/21/05 U.S. 'HIGHWA't i C 1 MR w & [.] FOR PFAMR ONLY cx6cKm W.FT. PIERCE, FL ' AMERICAN BUILDINGS COMPANY [ 7 FoR FF6LIM9 DESIGN APPO BY.1 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251102 E—O5 aD BT: STAN tG 21/05 10:14:36 V.I.25.1 NUMBER' D 1'413'7 TO CL OF COLUMN 15'0 TO C. OF COLUMN ] i 30.0 OUT TO. OUT OF GIRT LINE 12 0 i COLUMN & BEAM CROSS SECTION CS01-8 FRAME LINE A REVISIONS — MADE CK'D - OATE _ ENGR GATE N0. - REVISIONS. a--- — - _ MADE CWO DATE ENGR .DATE — —' — _ DRAWING SUDMRTAL SCALE: -NONE' WATUS -"-DATE' _ �. CHARLIE'S DODGE _ EUFAULA _ _ _ — ALABAMAi _ — — ['] FGR coNslrtticnoN DRAWN 9'r: STAN 10/21/05 U.S. HIGHWAY 1' 'e [] FGR A➢Rm_t cNEGKEo er: [.] FOR KRIM ONLY - FT."PIERCE• FL AMERICAN BUILDINGS COMPANY C ]FOR FRELIMI oEscN aRPD of-.1 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REv.NO. cAD By: STAN 10 2t/as fO:Jt:39 Ver. 25.1 NUMBER' 11251102 E-08 D' :LEAR AT SPLLCq A B 4 4 3 4 X 2 3/4 X 2 1:0 3 4 1 0 3/4 167 1 2 PB-4X RL B-0.1 RIGID FRAME CROSS SECTION CS02—B FRAME ID: 11251102.07A FRAME UNES B =rt' NO. _ RENSIONS . < - MADE CK-D I DATE JENGRI DATE.. I NO.1 REMSON5 oRAN1STA� 11x_. SCALE: NONE DATE: ._ - _ CHARLIE'S DODGE FOR CONSiiNCDON DRAWN ff : S AN' 10/21/05 U.S. HIGHWAY 1 :. [ ]FOR APPNOVIL ONE Br: FT. PIERCE, FL - CC 77 FOR P ONLY AMERICAN BUILDINGS COMPANY C�] MR � DEsiGN APPD Br: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251102 E-07 . ..0- cw ar: STAN 10 za/os 10:3a:4D Vac 25.1 NUMBER' 0 g 4 3/4 X 2 1'o 3/4 167 1 2 8 81 mrm® 12 21 RIGID FRAME CROSS SECTION CS02—B FROZE ID: 11261102.02A FRAME ONES 8 F ... REVISIONS _ _ _ _ MADE CK'D DATE_. ENGR DATE, O SfAM � SSE' "--NONE' • [ ] FAH RUCIIO SIN DRAWN BY: SPAN C.] FOR MUM ONLY CHECKED BY: C ]FOR PRLNPYJiY DESIGN APPO 1*: cAo Br: STAN 10/24/05 10:34:40 CHARUE'S DODGE U.S. HIGHWAY 1 ' Ff. PIERCE, FL - AMERICAN BUILDINGS COMF ANDERSON—MOORE CONSTRUCTION CORP oRAvA G. NUMBER' 11251102 E-07A ' • IG' z 5 SECTION "A -A" $I - 6C16-2.8 3/INN S2 - SA2-4.10 1/8 S21 - SA2-4.0 5 8 IA2-3.6 1/4 iC16-3.3 yaNN iA2-5.2 1 8 IA2-3.3 1/4 M16-3.0 1/4NN NOTE: FIELD NOTCH AND BEND ROOF TO WALL FLASHING TO CREATE ENDCAP. SEAL WALL PANEL SIDELAPS Wf01 3/6' TAPE MASTIC DURING STNL111DN. SIART YA50C AT CLOSURE AND CONTINUE UP SIDELPP 36'. DO NOT ATTACH WALL STITCH SCREWS 6- O.C. FOR 36' FASTENER THROUGH r---1 ROOF TO WALL FLASHING ROOF TO WALL FLASHING iTRW-15.2 ROOF FASTENER( it T CABLE ANGLE DO NOT ATTACH TO PURUNS GA-4r �12%1 1/4 AT LONG SPAN I fLOC ANDING SEAM -BFiUI k a AUX. WE FLSHIN LARF-1 � WE SUPPORT ANGLE CMO�BNTINUOUS x 3/16 5 RSA-1 3/4 TM i. L ' - PURU ' __ -_ _ __-_ c --------------- ROOF PANEL E FIELD ANEL STRUCTURALFASTENER(S1 BEND UPMIFP EQUIREDD 2 PER PURU I1(_0" OC. THERMAL BLOCK - - TB_I a i N C ROOF TO WALL TRANSITION AT PARAPET 1 REVISIONS-= --- MADE CK'D DATE ENGR GATE N 'URUN LINE TO rt F.L. C /� 88'0 OUT TO OU�TT�O�F PURUN LINE /�� %1 r I D I 1E1 M 0 1'D 24'0 25'0 5 216 ' 22'U rA U I u a - 9(..5Z))14-26.ICP2 REQUIRED 9.5Z))14-28.6P2 (TI5 REQUIRED 9.5Z12-24.OP2 (1PiCAR1-EUN.EB 9((.SZ15-26.DP1 UUN.m 9.SZ15-26.OP1 (T1P�TAI OUN.� 9((.5212-24.OPf TTPICAL UUN.ED TYPICAL e' B' e'_t' g'-p 6._I• 7'-P pq' ]Y• TYP�CAL )'µ• )'-t' )'_t' )'y' )._t• T_Y 1•-I• )•-Y )r_I. 1'0 FAVE STRUT UNE SEE S.W. -- ------------ ------------- BR7-26.2 I I -se SB i FS5 I -SS Fw s5 \\FS5 �85 m s7i S7 57 I' I-4 S] I-54 S{ FS4 F54 �" F54 P I S6 '$r' I-S6 564 64 I-S4 S4 F54 / S4 44 i *,BR7,-26 53`52 52 52 F 52 52 F52 F52 \}s2y'HS-•FS6 FS6 156 FSB I-S2 FS2 S2 ` fi\IS6 1 / I /52 53'\ 152 CL-13II`S2 Fs2 I-S2 F52 I-52 F52 / ""53 _ 5]`\ 26 - CL-13FSfi I'CEBI} `W\ 52 "�S`2 CL-t3 S2 52 Cj�_% S2 -tJ m I " 6 56 56 s6 1 'FL,c_i „\ \ 52 52 �52 $2 FS2 ,�5", S2 11}}-- K5-� 56 56 Lw r `5},` I-52 Fs2 F52 52 " F53 sa �gC8 -�}58-5 _11F5�5� 1 \�IeC6_26..1 I F40 S2 S2 s�/ FS6 $6 \\ SZ 8 FS2 F52 \, 52 I TI. m i •( F36` FS6 SB FS6 .;\F52 Fs2 Fs2 Fs2 52 .SY\ S2 Y \ FSfi ��6\ F's6 _FS6 `S2\ FS2 FS2 F52 Fs2 / F52 S6 S6 gF�gS2 52 S2 . F52 F52 52 s6 S6 s6 / 52 52 52 52 52 TN I 51 $1 SI st Sl � S1 S1 Sl i S1 Sl Sl S I S6 FS6 52 " �" R 52 52 F52 F52 `�F I 52 " 52 N I " "F ss `F�66� Bs628. ` FS6 S6 S6 FS6 "gI.52 \e1. 2 FS2 FS2 FS2 Fs2 $2 �` \ 1 Z2 E'S2 F52 F52 FS2. ` Ft- 226.17 r52 Y ate\ I /1 FS2 FS2 F52 Fs2 �; Y s6 FSB s6 " S2 FS� F52 Fs2 FS2 F511 i s2 F5� I 1 I F56 S6\\ Fs6 r532/ FS2 F52 F52 F52 �s6 'A'L.I J'A ,SL6 56 S6 S2 S2 S2 S2 FS2i S2856 SCS-26. S6 C-yy52\F§2 •9LR6-26.qF6- C _l} 52 s2 L-7352 52 S6 i6`-CL- 3S6 W5673 I-sY"52$2 F52 Fs2 FE�r 26.Sfi s6 S6 \ 52 F52S2 FS2 �FS2`SG I.64 TTT s6 56 " 52 \I-� 52 F52 Fs2 F52 `�`�2.SB 56`\ s6 SB BR]326.9�• F525252 Fs2 B-16.5b=W' ( Z1h26�.{Lr'n RE,OUNED" .5Z1 h2 15 RED 6P1 IRED `\,k 54 ,FSL 54 F'S4 I-54 - I-S,I \ 5{ " 54 m 57 s7 19 f{i ED 1 _ REDU1RED 1 REONRED19 •ftE W m I : F50 F36 s'O 7sP) 58 �so : 55 LAP) `ss FS-%4 TAP L F55 4'0 LAPy 55 I BCB-28.4 BR]-285 . STRUT LINE SEE S.W.) BR7-26.2 I Tn 1 _ I CL-13 cL-13 ?CL-13 ` cL-1J CL-13 L-1J \ CL-13 o I I I " ______" I 9.SZ15-26.tOP1 1 e REQUIRED REWRE a REWIRED 8 REQUIRED " 5-24ED QUD 24'0 (5'0 WP 25.0 �2'0 UP� 22.0 0 W2 R2'0 Jl, A B C 0 13810 OUT TO OUT OF P L TEM DESIGN USES ANTI -ROLL CUPS HOWN INSECTION RF50/AA. ED-004 INDICATED ON THE ROOF FRAMING PLAN. ber is: CL-13 2 0 7 D J D ROOF TO WALL TRANSITION AT HIGH SIDE Z 1 (2'0 LAP) 22'0 (2'0 VP) 22'0 EAVE STRUT LINE (SEE SWJ E F G ROOF FRAMING PLAN RF01F-A uW G DATE suI3MITTA1- - - _ _ _ �_ EUFAUTA _ ALABAMA STATUS --SCALE: NONE CHARLIE`S_DODGE _ MR CONSTRUMON DRAWw Br. srui to%iV05 O.S. HIGHWAY 1 MR APPROVAL MR Br: FT. PIERCE, FL roR PFP ONLY AMLRICAN BUILDINGS COMPANY FOR PREUNI DESIGN APPD Br: ANDERSON-MOORE CONSTRUCTION CORP DRAWING. RINI, BY: STAN 1o/2t/os Io:T4:3e ver. 2s.t NUMBER' 11251102 E-08 0 _z � � `3 � 1 s �• 4 • ,I m m 6 0 3-7(+- 1/16) o u u 12 O 5'0(+- 1/16) P 70'6 g. 12 O 5'0(+- 1/16) a u u o 25'4 5'0 39'9 5 3 m i° 53P24-25.7 53R24-4 5.3 1 SJP24-30.7 fi3R24-40.32 1 2 a S7P24245-3 5]R24-45.J 1 2 m 53P24_ 30.7 I PH/SE 1 � Zone Typ.. Rows of Purlins Typ. ,# of Clips Per row 1) of Pullin Fasteners Per Clip- Total Cli s A 1-- 3 53PC-1R 2 1 3 ` 8 1 20 S3PC-1R 2 20 C 1 3 S3PC-1R 2 3 D 14 113S3FC-1R 2 42 E 14 20 53PC-1 2 280 F 14 (3 S3PC—iR '2 42 Zane Typ. Rows of Purlins Typ. # of Clips Per row of Purlin Fasteners Per Clip Total Clips G 14 3 S3PC-1R 2 42 H 14 20 S3PC-1 2 280 1 14 3 S3PC-1R 2 42 J 1 3 S3PC—lR 2 3 K 1 20 S3PC-1R 2 20 L 1 3 S3PC-1R 2 3 0 N 3'1 3'6 3'6 5'4 40.4 5'4 1 9"1 a 69,813 9'1 138. PANEL CLIP LAYOUT RF01C—A REVISIONS MADE CK'D DATE ENGR .DATE ORXMNO SUBNR?AL SCA __ _ ._ . SfANs- - . [ ] FOR CONSMCRON` I ORM [ ] FOR MPROJAL CNE( [�] FOR PpMM ONLY [ ] loll FTIELNItMIff DER rwo er: STAN I to Zone Typ. Rows of Purlins Typ. # of Clips Per row # of Purlin Fasteners Per Clip Total Slips_ A 2 5 S3PC-1R 2 10 B 2 34 53PC-1R 2 68 C 2 5 S3PC-1R 2 10 D 17 5 53PC-1R 2 85 E 15 34 S3PC-1 2 518 F 17 5) 53PG-1R 2 85 Zone Typ. Rows of Purlins Typ. # of Clips Per row # of Purlin Fasteners Per Cli Total Clips G 17 5 53PC-1R 2 85 H 15 34 53PC-1 2 518 1 17 5 S3PC—lR 2 85 J 2 5 53PC-1R 2 10 K 2 34 53PC-1R 2 68 L 2 5 S3PC-1R 2 10 91 Zone Typ. Rows of Purlins Typ. # of Clips Per row R of Purlin Fasteners Per ClipCli Total s A 9 9 9 2 S3PC-1 76 S3PC-1 2 2 18 700 C 9 2 'S3PC-1 2 18 D 0 0 3 0 E 0 0 2 0 F 0 0) 3 0 NONE - "DATE CHARLIE'S -DODGE -SEAM _ 10/21/Os U.S. HIGHWAY' 1 FT. PIERCE; FL AMERICAN'BUILOINGS CO PD fir: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251102 E-10 S 10:14:43 Ver. 25.1 NUMBER' - CAP TRIM FROM RAT Y m 2'0 2'0 z'0 a 2% 2'0 • m m To n � lV CORNER TRIM FROM FLAT STOCK 477 N^\ m- I II << I N Y \\ LL 1 6 N m ^ N N 1 A. �' n n a n 6 n In LL 6< Q I s II N" II 6- 1 II 1 m n\ Ml ^ n N m Ij 0 m 0 6 1 n n n 1 n 6 6 Q a n m i a a a. n n a n If n + 11 a a B TRW-15.2 W Al m m I m m n m a n a 5 RSF- n n 'N 5 RSF- i a f51TR'8-15.2 BACK PANEL SHEETING MKS EW01S—C BZ16-15.92K BZ16-16.6KK ( REQUIRED BZ16-16.6KK T31 REQUIRED BZt6-18.6KK (4) REQUIRED 8ZI6-5.9 1/NRZ (3) REQUIRED BZ16-16.6KK (4) REQUIRED 621fi-18.6KK (3) R'cOUIREO 8Z16-16.6KK (2) REQUIRED SZ16-16.5KZ (2) REWIRED APICAL. fiZt6-14.43/4n (p1 REOUwfD (2) REQUIRED TYPICAL U.N. TYPICAL U.N. ICA. U.N. TPICAL UN. TYPICAL U.N. TYPICAL U.N. IGAL U.N. TYPICAL U.N. U.N. DIL UN. 15'6 14'6 146 74'6 22'p 106 14% 14'6 15'6 151 150 1 GABLE ANGLE GA-1 & RSA-1 TYPICAL P4 - 8C12-4.9ZZ Zt - 8Z16-5.9 1/4ZK DI - CUBOC4-12.4 1/2AP/X DI - OUBOC4-30.4 1/2AP1X O O O CU Uyy I 'O OUT TO OUT OF GIRT UNE ENDWALL FRAMING AT FRAME LINE A '-'sat V/ -1 RR-W01X OPEN // / �BDI7DING 1 BURDI�NC 4J 11 12 SECONDARY BOLT(S) J 1/2X1 1/4 M2255 CORNER GIRT CONNECTION AT MAIN BUILDING/LEAN—TO SRC-0T01 - I 140B OUT TO OUT OF GIRT LINE 4 9mfIME } ENDWALL FRAMING AT FRAME LINE C RENSIONS'r _ - _ ' - MADE CK'D GATE ENGR GATE N0. REVISIONS .... .., _. - WOE CK'0 .GATE .. ENGR DATE _ _ �. FATAmR su6wmL _ sdTvs SCALE: NONE -SATE - - - .. - r - _ CHARLIE�S DODGE EUFAULA _ •. - - - - -]FOR CO.NSm0000N DRAWN BY: STAM 10/21/Os U.S. HIGHWAY 1 - [)FOR ANAL [.] FOR PERM ONLY CHECKED B'. FT. PIERCE, FL AMERICAN eull.olNcs coN _ [)FOR PREIJMINAY _ __ DESIGN APPD BY. _ _ _ ANDERSON—MOORE CONSTRUCTION CORP _. __ _ DRAWING. .RAWINI 11251102 E-11 • o YYOo ER-5001 TYP. FB-1 YP FIEI-OIDIA a ♦ -01M-1 EOTIA To II N m 1 81.16-15.9ZK SZ15-16.6KK SZ15-16.6F ' A (2) REQUIRED (2) REQUIRED (11 REQUIRE TYPICAL U.N. TYPICAL U.N. ICAL U.N. _ 15'6 1B6 14'6 1 2 3 CABLE ANGLE GA-1 @ RSA-1 TYPICAL p,3)1KR-1ax TI/ (zalwv-t W7RSF-t SHUMN9 PACKAGE NJ-MIL-L. WHOM- ER-5002 m. VFB-I TYP. - OPEN — BUILDING I TYP. it 3-1 TP. CL-2. TTP. R EC-5001 8Z/8-i6.8KK BZ16-24.OKK 8Z16-16.6KK BZ15-16.6KK BZIG-15.6KN 6Zi6-15.9KZ (2) REQUIRED I (2) REQUIRED (2) REWIRED (1) REQUIRED (2) REQUIRED (2) REQUIRED TYPICAL V.N. TYPICAL U.N. TYPICAL A.N. TYPICAL U.N. TYPICAL A.N. ICM. U.N. ENDWALL FRAMING AT FRAME LINE C (2ro Car LAP) ER-5102 TYP. ER-5102 TYP. Ir FB-1 TYP. =qIA; t �- OPEN m wnm D max i BUILDING 3 BUI(DI C 4 PHASE I MAIN FRAME IT -mote BZ16-13.0 1 4CZ (2) REODU�FD 216-14,4 3 8Z (2) REQUILEO 8Z16-15.92K BZ18-1fi.6KK BZ18-16.6KK 8Z16-16.6KK BZ16-24.OKK (( REQUIRED 2) REQUIRED (1T REOUIREO (2) REQUIRED (21 REQUIRED BZ16-I6.6KK (2) REQUIRED BZ16-16.6KK (1) REONREO TYPICPL U.N. TYPICAL UN. IUl UN. [CAL U.N. [CAL U.N. TYPICAL UN. TYPICAL U.N. - TYPICAL U.N. TYPICAL U.N. tSb ub 15'fi 106 106 14'6 22'0 14'6 14'6 42 11 10 9 e 7 8 5 4 140'0 OUT TO OUT OF GIRT LINE Job OUT TO OUT OF GIRT AWE GABLE ANGLE GA -I s RSA-1 TYPICAL ENDWALL FRAMING AT FRAME LINE G (2.0 GIRT TAP) ND. _ REVISIONS-- - = -- MADE CK'D -DATE -IENGRI DATE N0. - _ _ REVISIONS - - � OPEN J It P P P W w Oi � I -1 I< i 6 Q a y 1 1 1 d (5 152 W/ (s)LPF I 6 6 a 101 (5)� P -FB-1 TYP. iO Y m ~ m P EC-5101 m t° n BZI6-15.9KZ (2] REQUIRED CAL U.N. SHEETING PACKAGE MK# EW01S—A SHEETING PACKAGE MK# EW05S—A m m 6 1 I q m m P 6 1 6 a a m 0 0 I 1 q P n y y a a a m rc (5)WtF-1 (5)RSF-1 6 LL LL p d d y a� a 0 0 m Qj q (5)LWF-I (5)RSF-1 e _Drtnvnnc sueNma SCALE:. NONE DATE-. . - - _. _ srAnls CHARLIE'S . DDDGE [ ) FOR CONSTRUCRON��JANOERSON-MOORE U.S. HIGHWAY 1FOR AGPRWAL FT. PIERCE, FL roR PERMIT ONLY)roR PRk1A1RU1D' E CONSTRUCTION CORP :RICAN 6UILOINGS C01 11251102 E-12 BUIU SPLICE OLT TABLER A Cp 163/4 i63/4 rALXF2RAME 2'924'0B 2'924'0D 4172 5 778 N%A oC D 1ET�10552-21 ._____ _.. Na0 ----- - - - - - - - - - - - - - - ---------.----_ - - -- III�I mo OPEN FOR LE{A-O IIII BUILDING 1 I I I Bz14-24.OBW (TYPICAL U.N. `PC-0401 PC-0402-/ 8Z14-26.OWW (TYPREQUIRED ICAL U.N. SZ14-264WW BZIh24.010113 (2) REQUIRED 4 REQUIRED TYPICAL U.N. CAL U.N. SIDEWALL FRAMING PLAN GRID LINE 10 (GIRT LAPS 4.0) BUILDING 3 PORTAL FRAME SPLICE BOLT TABLE LL A L A B 16 16 3/4 X 2 3/4 3/4 % 2 3/4 2'9 2 9 24'0 24/A'0 D 4 1%2 X 1 1%2 5 778 N/A Zt - BZ12-2.10 1/zPZ Zz - BZ11-z.10 1/2ZZ 13 - 8z13-210 1/zPt Z4 - BZ12-11.1 1/4ZB D1 - DJBOC4-8.1 OAPtx NS _ SIDEWALL FRAMING PLAN GRID LINE 1 Ga - Unaw05 - NBOChG-rv.c. IOAX (GIRT LAPS 4.0) X'D -.DATE PNGR - OATE NO - _ REVISIONS - -8.10AP2x r GE-1R r(6)TWI W/ (6) TFECI k (6)FSE-1 GE-IL1 0 d 0 o 0 c 0 o 0 d 0 o 0 d 0 d 0 d 0 c 0 d 0 d 0 o 0 o 0 d 0 o R o 0 c 0 c 0 o 0 d 0 o 0 d 0 o 0 o 0 d 0 o 0 d i a i i T n i a S i i a S a 4 a i a T i S a i a i i i i i a i i S n S a i a S u S a i a i i T i T n i a 4 a S i II FRW-1 SHEETING PACKAGE MK# SW01S—A (I)FDH2-1o.5 (1)FDH2-5.5 1)FOH2-10.7 m 1 FOH2-10.5 w � • fl 10'4Xa•2 1/2 iO li I` W 10'zx8.2 1/2 F.o. v .- (1)FSI1-10s 10 `11�•2 5'2X8'2 1/2 F.0 F.O. FRAMED OPENING TRIM LAYOUT ,;GE-1R r(6)TGT1 W/ (5) TFEC1 B (6)FSE-1 GE-IL� N N O O 0 O 0 0 m \\ I a l n l a Pj a P' a Tq a l a l s q I a I s p P I a I s Oi 1 a 1 a 1 a 1 a 1 a 1 a 1<< a 1 a 1 a 1 a 1 I wmm: wewilw SCgLE. STA VS FOR CroNSTRUC00N- ORA" 1 MR �OV& CXECXQ FOR PF1iYli ONLY FOR PRQUNIN Rl DESIGN , O O W-2 W/FPL EC_1 AND FpFy_2 SHEETING PACKAGE MK# SW02S—A CHARLIE'S DODGE 1/zt/os U.S. HIGHWAY 1 Fr. PIERCE, FL q ANDERSON—MOORE CONSTRUCTION CORP nNnwIN( 11251102 E-14 PORTAL FHA.ME SPLIC BO T TAB E SPLICEA A S A B 16 16 3/4 X 2 3/4 3/4 X 2 3/4 2'9 2 9� 24'0 24�q'0 D 4 X 1 5 i/8 N/A 1/2 1/2 SIDEWALL FRAMING PLAN GRID LINE 12 Ei GE-1 R [-(I I)TGTI W/ (11) TFEC1 4: (I I)FSE 1 GE-iL� PI - PA-3.1 5/6 (a)GA-2 W FPEC-1 AND FPN-2 SHEETING PACKAGE MK# SW01S-8 NO. - r. _ - r- -. R@ASIONS_, - _. ._ _ -_ . _ 1 - MPDE CK'D -DATE ENGR _ DATE _ N0. - - _ -REVISIONS __v - _ MADE CKO _ DATE_: _ ENGR HATE _ ...ORkMNG. 50BNITRI. SUTIS SCALE: - NONE` -DATE - -' [] MR-CONSIMCIION [ ] i0R IPPPDYAI [ I MR PERYR ONLY [•) FOR PRDINWMY DRAWN HY: SrAN 10/21/05 CHECKED BY: . OESON APPD 9Y: CAD g: STAIN 10/24 05 10:34A3 Wr. 25.1 I EUFAULA - ---= QHARLIE'S DODGE , U.S. HInWAY 1 ` FT. PIERCE, FL AMERICAN BUILDINGS CO ANDERSON-MOORE CONSTRUCTION CORP DRAWING. 11251102 E-15 E SQUARE SOLAR RIGID $EfeiY I'N[f/LNN mAl NEII. IN CIFM M NL LINES HYIG YRID 4! N!/ TA GI atom oo+cE x® PAxos uo RT avn a uE.uw Eaves THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, R IS RECOMMENDED THAT A TRANSIT • BE USED WHEN ERECTING THE STRUCTURAL STEEL BUILDING ALIGNMENT GEO1 AA WOOD RIGID FRAME SUET' PNEWfIEN E]IIY NLQA 9ICMNE ro BE A TAuu+E ww+o ro MosE BMIFAM ME 0.IXY. MMNM6 SIIWID WMA oau AFPWNFII NNo rMTs STRAIGHT PURUNS ARE A NECESSITY. ZEE SECDCNS HAVE A NATURAL TENDENCY TO ROLL OUT OF PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURUNS INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO ACCOMPLISH THIS. BEFORE SHEETING BEGINS IN ANY BAY, PUCE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURUNS. ALLOWING THE PURUN TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURUNS AND RAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED PURUNS LEADING TO POTENTIAL PURUN FAILURE UNDER MAXIMUM DESIGN LOADS. MSEIY RRLW Nm METUCAH 9WIANES EEYP.WY TUESWES 11Ne NL WCNxFA9 NFM ME8 TUE SIKES 'MINT YEiA EtWb. EYE PRmECMN Iwo w++D Ms s.NETr PNEUWux: BD xm age a+ ETmE EN WML mmE S m sThNs FNExE ro .wmiE N M S FREWII'AN WY PESVLT W SSdOUE WUItY. FRAME COLUMN INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING TO TINE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING CAN BE MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. MfEIY PflEWfNro EAW NV(IXER 9WU➢ ESE TEN® ro use nE: WEST Axo umT PURUN BRACE vxaoEcm2 mernax lEowXlu¢ CAB_ ADOTIIONAI. PURUN- Z eTUE oc RAL F� CABLE 2 % (BY OW BRLOCKING GIRT SPACING TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO WE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. NOTCH TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 % 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED ME BUILDING TO DETERMINE THE PURUN SRE AND SPACINGS. PURLIN BLOCKING GE02 AA CUT WASHER WEB OF COLUMN TYPICAL OR RAFTER HEX NUT TYPICAL. EYE BOLT BEVEL WASHER BWP_ TYPICAL CABLE GRIP CABLE • COLUMN FLANGES OMITTED FOR CLARITY. _ WEB OF COLUMN OR RAFTER BRACE SAFETY NOTES, AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. LOCAL STATE AND FEDERAL SAFETY PAID HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW ME SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST ND STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHUGHTNG SAFETY PROCEDURES. THE USE OF HARD HATS. RUBBER SOLE SHOE FOR ROOF WORK. PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS. CUSTOMARY OR STATUTORY, MUST BE ADHERED TO. TO INSURE MAXIMUM WORKER IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEN OFF IMMEDIATELY TO PREVENT SUPPING OR FALLING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TCOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELAIION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREAL 00 NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FISERGU.iS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURUNS. SAFETY COMMITMENT GE70 AA SNEIY MEMW N: F ..m SN]N➢ M mUKEU TO USE ME Miff MD YOET PURUN BRACE vxaoucmE ERECTIM TE QU¢ CPB_ ADORIONAI PURUN STRUCTURAL F 7 %-tn\ Pm mlal BRACING FRAME BRACE GIRT BLOCKING GE03 CABLE/ROD BRACE DETAIL BR01 SECTION THROUGH RAFTER AT PURLIN BRACE BR07 AA AA LEFT AA STRUCTURAL FASTE /121 (B) PER PURUN STRUCTURAL FASTENET ST p12%1 1r66 (2)PER BRACE ANGLE STRUCTURAL FASTENERS)) Pp A�— p12X1 1/i (B)PER PURUN BRACE FRAME BRACE- PURUN BRACE ANGLE SECONDARY BOLTfST SA2-IENGiH (W(�� 2 X(ll 1 H i4 WA532H5BEBOLTS ANEAD OEONE UH E TITHE NUT) REQUIRED PER BOLT AT MANE BRACE CONNECTIONS SECTION THROUGH RAFTER AT PURLIN BRACE BROB SECTION AT PURLIN BRACE BR09 PURLIN BRACING WITH STANDING SEAM ROOFS BR09W RIGHT I AA STANDING SEAM ROOFS I AA STANDING SEAM ROOF AA _. _ .- - - _ _ _ _ - - - _ mitINU1STATUS. SCALE: NONE DATE - - - , , _ - - CHARLIE'S DODGE � APPRRWAL noN DRAWN ar: srAN In/zt/os U.S. HIGHWAY 1 MI ONLY cHELT(ED er` Fr. PIERCE, FL [ 7 FM PRELIMINARY IOES3GN APPD BYd ANDERSON—MOORE CONSTRUCTION CORP 11251102 SED-001 * PURUN BRACE LAYOUT AS SHOWN ON BUILDINGS ROOF FRAMING PLAN dux[ i►��i�ui •2T�L SIhIY ('REfAN10N: W0.GNEIS YIWLD BE mNHfD W fOK °� ennN CORNER PURUN / GIRT COLUMN PRIMARY BOLT(S)- 0 OI (1) 3/4 % 2'I A325 0 `�. CUP (SHOP WEEDE.) FRAM E BRACE � / 0 �- CUP (SHOP WELcLEN FRAME BRACE FS-_ BOTH SIDES SECONDARY BOLT(S) 1/4 A325 IF REQUIRED BY DESIGN AS NOTED ON THE BUILDING ERECTION DRAWINGS H.T.(12X1 9 (0 E UNDER THE SOLT xEAn AND ONE UNDER WE NUN PRIMARY eoLT(s)— 3/4 % YAM AT FRWE/ BRACE CONNECTIONS USE 1Y2 1 1 PPF'fEA OR COLUMN (1) (2)EBRACES CL3O AUGNMENf CABLE/ROD `CABLE/ROD / cur \ BASE PUTE MIC �\ KNES� Cl 30 ALIGNMENT PuftuN (Tm.) AFIELD ATTACH CPB-1 4) STRUCTURAL FASTENERS 12%I 1/4 `SAVE STRUT BRACE CHANNEL 6C16-LENGTH SEE BR95W/A4 (m.) I FRAME BRACE BR17 ENDWALL CABLE CONNECTION TO CORNER COLUMN BR20 BRACING DETAIL -ROOF SLOPE GREATER THAN 1:12 BR52 FOR BYPASS PURUNS / GIRT$ I AA AA 8- k 9 1/2- ZEE PURUNS W/STANDING SEAM ROOF - HIGH 810E SIMILAR I AA m5 /A_ I. BRACE ANGLES ARE TO BE INSTALLED DIAGONALLY ALIERNATNG END POSITIONS Tuo¢ RIDGE BRACE CHANNEL bn l6-LENGTH (TYPICAL THIS LOCATION) 6 RIDGE IS ELENGGL �\ / / �gRpCE ANGLE /^\, C\(�S\-�GTM///� BRACE ANGLE _ SA2-LENGTH / /I BRACE ANGLE SA2-LENGTH (TYPICAL UNLESS NOTED) (TYPICAL THIS LOCATION) SAVE STRUT I TYPICAL BAY I STEP 2e ]9Qg; _/ (2) f12X1 1/4 SOHH STEP I. SELO ATTACH LOCK BRACE ANGLE PURUN SPACING LESS THAN 4'-0' STRUCTURAL FASTENERS) NOTE, NTNOTE, INSERT BRACE ANGLE TAB . INTO POSITION BY AND AT EXISTING STRUCTURES: (2) 112X1 1/4 SOHH INSTALL BRACE CHANNEL AS CLOSE SPACING AS REQUIRED BY DESIGN. INTO DIAMOND SLOT BENDING TAB 90'. BEND TAB 90' AND ATTACH WITH AS POSSIBLE TO BRACE ANGLE. E ROTATE BRACE ANGLE 9T MT AGAINST PURUN Wm (1)2%ST STRUCTURAL FASTENER M. TYPICAL ROOF PLAN W/BRACING LAYOUT BRO6 PURLIN BRACING KEY PLAN BR90 BRACE ANGLE INSTALLATION 88ff BRI BRACE CHANNEL INSTALLATION BR92 AA 8- h 9 1/2- ZEE PURUNS W/STMIDING SEMI ROOF AA STANDING SEAM ROOF AA AA BRACE CHANNEL SPACING: BRACE CHANNEL RIDGE BRACE CHANNEL 6C16-LENGTH 6C16-LENGTH BRACE CHANNEL - SEE BR94/PA 6C16-LENGTH PURUN SEE BR52/AA STRUCTURAL FA511NEft(S) SEE BR96W/AA STRUCTURAL FAsYENET(S) PURUN BRACE CHANNEL LENGTH SEE BRI W/AA\ 50 -0' YNL — SPACING (2) 812X1 1/4 SDHH 2 12%1 1/4 SON 7 PURUN 6C16-LENCTi LENGTH PURUN SPACING - 3 4' t BETWEEN BRACE CWNNEIS ROOF LINE _ — — — — — — — — — (] e l 5/8' M. EDGE DUST. 5/8' NUN. EDGE OI5T. SPADING PURUNS (rYP.)J I I I I I RIDGEBRACE C_HANNF SPACING BRACE ANGLE — — — — — — — — — — TL, RIOGE� FAVE STRUT S42-LENGM - - . CPS-1 CPB-1 T FlES- ATTACH FlELD ATTACH 1 CUTBACK 1/16 PURUN I PURUN YW NTBPLK YIN. CUTBACK GIRT LINE STRUCTURAL FASTENER(5) STRUCTURALIF 1/4 ERTS) J_ — suETr r�vrmTx: (2) 912%I 1/4 SDHH HFf RIDGE BRACE CHANNEL LENGTH SPACING CHANNEL LENGTH MARK NUMBER 1 -11 J 4 TO 2-4 ] 8 2'-2- 6C16-2.2 2•-5- TO 2'-11 ] 8' 2'-5 5 8- GC16-2.5 518 2'-11 1/2- TO 3-0' 2"-I1 ] 8' 1 6CI6-2.11 ] B 0811= m IMME A FIyM6 IWA90 RI 1X¢SE 9FHFAM SPACING , 1.1F TXE MMKTAS 4gND WFIA - ' v 0941 MfAUvtD H4® IY15. RIDGE SPACING BASE LINE NOTE: CHANNEL LENGTHS ABOVE ARE FOR REMORT AT EXISTING BUILDINGS. - VERIFY AND HELD MEASURE ALL SPACINGS. PURUN BRACING CROSS -SECTION-ROOF_SLOPE GREATER THAN 1:12 BR93B DETAIL AT RIDGE PURLIN BR94 BRACE CHANNEL MARK NUMBERS BR96W B' OR 9 1/x' ZEE PURUN •/STANDING SEAM ROOF - RIDGE BUWNG SHOWN, SINGLE AOK SIMILAR AA 8- OR 9 1/2- PURUN BRACING AA 8' OR 9 1/2- PURUNS AA -_ _ _ SGQ_E. NO NE __ _ _ DATE ___; _ _ _. UFAU _ _- L.A .'. .. AIABAMA .. _ .CHARLIE'S DODGE - —STATUS [ ]FOR CONSTRUCTION DRAWN BY: STAN _ 10/21/05 U.S. HIGHWAY 1 " [ ].FOR APPRDVAI. [.1 FAR PERMIT ONLY CHECKED ar: FT. PIERCE, FL - . AMERICAN BUILDINGS COMPANY [ ] MR PREUMUNARY DESIGN APPD BY.1 ANDERSON-MOORE CONSTRUCTION CDR P DRAWING, REV.NO. CAB BY:.STAN 10 2t 05 11:09:46 W. 25.1 11251102 SED-002 NUMBER' 0 FOR ANTI -ROLL OR =RIGID FRAME RAFTER W W WEB REINFORCEMENT RIGID FRAME (AFTER RIGID FRAME RAFTER RIGID FRAME RAFTER GIRT CUPS -_ A325 1 1 C 1 1/42 1/2- + -- - NUT HEAD RAFTER SECON1/2X1D� A325(5) TYP PRIMARY BOLTS T(P.) (SEE CROSS SECTION FOR 9uET PREuvnax SIZE AND QUANTITY) AMMW O IiJR. mnwww RmmluEnpG W NL OORUQe eTAv sTPLL rc¢ slices A m eMCI NR 4uum. Ltt PRmE w PRIMARY BOLTS (TYP.) - vPETY �^°rr (SEE CROSS SECTION FOR wd+nw PERswwa PRmEcmon Ealwwr SIZE AND OUAMitt) vwum Auun IaEr 09N mNwrms DIAMETER DI ER DIMENSION W I/2' 7/8 J/4' 1 1/4' 7/8' 1 7/16' 1• 1 S/e• • SYEfYREGMOH; PRR MgIXFR YhTY NSF. INTERMEDIATE RAFTER CONNECTION DETAIL MF21_ RIDGE RAFTER CONNECTION DETAIL MF22 ASTM A325 BOLT IDENTIFICATION MF01 STANDARD PURLIN LAP RF01 -RIGID FRAME RAFTER AA RIGID PRIME RAFTER AA AA BY-PASS CONDITION AA -M rwE' ft BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', JUNE 23. 2000, RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC • ERECTION DRAWINGS. ALL M25 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG -TIGHT JOINTS (SF). FOR INSTALLATION IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SHALL BE AUGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE SNUG -TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE TILL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD ASTM A325 BOLT PRETENSION SCHEDULE VARIES [.mow Emw:wswum aE fwWvm To usE IRE vFTST ARo uosr PR(LLGIM1E wEGTIM TGIwRM¢ PURUN 77 �� '�n=� mx smw TH, ITxwounc unR. WI sNiEM£5 mcw. BOLT OIA, SPECIFIED MINIMUM BOLT PRETENSION NUT OR HEAD ROTATION FROM SNUG -TIGHT CONDITION Lb54ab 4Jb <Lb59Jb 1/2'0 12 KIPS 1/3 TURN 1/2 TURN 3 4'0 7/8.0 2B KIPS 39 KIPS I.0 51 KIPS wnuvcn .o inn: mA wnnw:.,, ...moo •,,.� .,�.,�,., .,...�,........_.._. _._.. _.. _., __. NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT SECONDARY BOLT S PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG-TGNT CONDITION. 1/2X1 1/4 A325 J CONNECTIONS WITH A325 BOLTS WHICH PRE DEFINED AS PRETENSIONED (PT) OR SUP -CRITICAL INSPECTION: . (SC) JOINTS WILL BE NOTED AS SUCH ON THE ABC DRAWINGS OR BY THE ENGINEER OF INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS CONSISTS OF VERIFICATION THAT _ _ _ _ _ _ — — — — — — 12) REQUIRED PER EAVE STRUT END CONNECTION • RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED (PT) OR THE PROPER FASTENER COMPONENTS WERE USED PAID THAT THE CONNECTED ELEMENTS AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT SUP -CRITICAL (SC) JOINTS. PRETENSICNEO JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT WERE FABRICATED PROPERLY. TO SIGNIFICANT LOAD REVERSAL. THE JOINT 15 SUBJECT TO FATIGUE LOAD WITH NO THE PUES ARE SOUDLY SEATED AGAINST EACH OTHER. BUT NOT NECESSARILY IN SECONDARY SOLT(S1 IS SUBJECT LOAD REVERSAL. THE BOLTS ARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED, HAVE BEEN USED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. (2) I/2X1 1/4 A3 5 CRANE OF OVER 5-TON CAPACITY, OR THE CONNECTION IS PART OF THE SEISMIC LOAD RESISTING SYSTEM AND THE BUILDING IS CLASSIFIED AS SEISMIC DESIGN CATEGORY D. E, OR F. FOR TURN -OF -NUT PRETENSIONING. IN ADDITION TO THE INSPECTION REQUIREMENTS NOTETHAT LOADINGS FROM WIND OR SNOW PRE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL FOR SNUG -TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE-INSEA TION SAVE STRUT BRACKET OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ARE REQUIRED WHEN SUP IS DETERMINED TO VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE (SHOP WELDED) BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE INSTALLATION METHODS PERMITTED BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED FOR PRETENSIONED AND SUP -CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING, IN THE SCHEDULE. ALTERNATIVELY. WHEN THE FASTENERS ARE MATCH -MARKED AFTER ENDWALL RAFTER CALIBRATED WRENCH PRETENSIONING, TWIST -OFF -TYPE TENSION CONTROL BOLT ASSEMBUES, INITIAL FIT -UP (SNUG -TIGHT CONDITION), VISUAL INSPECTION IS PERMITTED. THE S1DE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM AND DIRECT -TENSION -INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER THAN THE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIOENCE OF COLUMN (TYPE MAY VARY) CONFORMITY IS REQUIRED. FOR INSTALLATION BY TURN -OF -NUT PREFENSIONING, X.J. BOLTS SHALL FIRST BE TIGHTENED IN ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE. THE NUT OR HEAD AS APPLICABLE SHALL THEN BE ROTATED BY THE MOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING BOLT INSTALLATION & INSPECTION NOTES MF91 - PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R EAVE STRUT CONNECTION (BY PASS GIRTS) RF31 R BY-PASS, INSET h FLUSH CONDITION AA LOW SIOE SHOWN / HIGH S1DE SIMILAR AA ' _ SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. 1/2'0, 3/4'0, 7/8'0 h I'0 STRUCTURAL BOLTS (A325) AA SISEIY PAfl:W11IN: YRIY IAEGWIpK EAVE STRUT AO m %✓Jinn AI.4 •cw EAVE STRUT '�+� vglaP "I. ^TVA mm w wma; msN HAvwnG uEML PUP " 5 SMFA65 'Alm 9VIA tmas SECONDARY ) ANTI -ROLL ROLL CUP A2125 1/2X1 1/4 AT25 CL-13 8' PURUNS CL-14 9 /2 PU \ 'PU CL-T4 12' PURUNS \ i \\ ' SECONDARY) 11 1�/4 A3255(TYP.) (2) REQUIRED PER L--- • SAVE STRUT END CONNECTION SECONDARY BOLT(S) ) (4) REQUIRED PER END CONNECTION SECONDARY BOLT(S)) VE STRUT ' SECONDARY B0LT(5) 1/2X1 1/2 A725 (IYP.) (2)1/2%1 1/4 AJ25 (2) REQUIRED PER • EAVE STRUT END CONNECTION ' REINFORCING EAVE STRUT PLATE ESPR RAFTER _ EAVE STRUT BRACKET EAVE STRUT BRACKET (SHOP WELDED) - . (SHOP WElDEO) SUETY PROW M µWl'PGIFCIY21 ' COLUM RIGID FRAME CCORNER COLUMN MAY VARY) aPEwIUH DPW, m OISIRc sauM tuns (TYPE MAY VARYY� - (TYPE EAVE STRUT CONNECTION (BY PASS GIRTS) RF31RB EAVE STRUT CONNECTION AT BY PASS ENDWALL RF32R_ ANTI -ROLL DETAIL UPHILL RF50 RIGID FRAME RAFTER AA WITH REINFORCING PLATE (LOW SIDE SHOWN /HIGH SIDE SIMILAR) AA LOW SIDE SHOWN / HIGH SIDE SIMILAR AA _._ ...� ___�_ _ _ ._ _ _ srATUs ' SCALE( - NONE _Cl"ATE .-- " ...__ ___ _ __"_ _._ ,CHARLIE�S DODGE U.S. HIGHWAY 1 Fr. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP FALL -._..._ _ __ _ _._ EU LA ._ At�iBAMA- .. AMERICAN BUILDINGS COMPANY:.._. . _" - _ _. - _ - • _ - E ) FOR -CONSTRUCTION L) FOR APPFOVIL 1.1 MR PERMIT ONLY E) FOR PROUMINMY DRAWN BY: STAN 10/21/05 CHECKED IT: - DESIGN Mm BY.1 I DRAWING. NUMBER' 11251102 SED-004 REV.NO: D ' ceD ar: STAN to 21 D3 tt:09s2 ver. 25.t 1. APPLICABLE TO ROOFS WITH STANDING SEAM II. STANDING SEAM 360, LOC-SE4M, LOC-SEAM 360 AND SEAM-LOC PANELS. • 2. PURUNS ARE TO BE INSTALLED WITH PURUN WEBS 98 TO RAFTERS. 3. PURUN BRACING IS NOT TO DISTORT OR ALTER PURUNS FROM THEIR INTENDED SHAPE AND LOCATION. \ 4. SPACING AS REQUIRED BY DESIGN. FOR FM REQUIREMENTS BRACING NOT TO EXCEED A' ` ENDWALL RAFTER BO' O.C. _ PRIMARY BOLT(S) (4) 1/2 X 1 1/4 A325• 1 1/4'm 11/4' � —9/16.0 COLUMN NOT SHOWN FOR CLARITY. CORNER COLUMN OL OF COLUMN -LENGTH WILL VARY BASED UPON N A -A' CONNECTION THICKNESS ENDWALL RAFTER SPUCE R STASISEIT PREUNIEN: W FML w E, NMAR or U. 60Xc MINES, RT ANY E P ARM FENCE BE EAR X WEEP L3XE " M10 FEET CUA4 U YQAXC. Ld➢5. PURLIN BRACING NOTES BROA CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF1.2 AA COLUMN TO RAFTER CONNECTION AA STAY � SIFEIY INWE WNENCLFM Of LNPa \ SVEIY WEULIpN: SERI Mwm 6T un WIT UFRXD 1 1/2" 1 1/2' •VRIfRS SNww SE�NED IN mm bE SURE m NC.P WNOS 1XE CORRELT TNT S^SE MEPATgI Anw fFEi aTAR of u0.WG Lens ^L � 0r "Crag F-PRIMARY BOLT45�1 PRIMARY BOLT(S) 3/4"0 BY DESIGN - COLUMN -LENGTH WILL VARY BASED UPON CONNECTION THICKNESS RAFTER LT(5) 3/4'0 VIEW "A -A' ENOWALL RAFTER SPLICE R n z n t ^ I 41 > ^ SVEIY PREC.WIIwI 5i1T WELL w 1NE AFAR OF LGI➢5 R �G RE SURE BY m NEFD W.NOS .0 FEET CIFM Of um. UAD& PRIMARY BOLT(S) 1/2"0 —,A BY DESIGN' � ENOWALL RAFTER PRIMARY BOLTS) 1/2.0 BY DESIGN- ER COLUMN -LENGTH WILL VARY BASED UPON CONNECTION THICKNESS a - VIEW 'A -A" ENDWALL RAFTER SPLICE R yRIY PREUUIId1: SXT FELL w IXE CIFFR OF TOWS IS. NOrID HI ONT T ,E UTTN6 pEV,fE. BE SME m WEEP YANUS um Pm cLEUR OF Nawc MS. _lA• /-PRIMARY SOLT(S) 3/4'0 // BY DESIGN• 'LENGTH WILL VARY BASED UPON CONNECTION THICKNESS COLUMN RAFTER LT(S) 3/4.0 NEW 'A -A' ENDWALL RAFTER SPUCE R. Vo I CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF12A CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF12X COLUMN TO RAFTER CONNECTION - 1/2"0 BOLTS AA I COLUMN TO RAFTER CONNECTION - 3/4'0 BOLTS AA SIFEIY PIITAMCN: FKN WMNpI 91NID 9E IEEE as IRMNm SECONDARY BOLTS) — (2)1/2 % 1 I/4 AT25 ' W/2 WASHERS PER BOLT PRIMARY OTY. BY DESIGN 1r r RAFTER FRAME BRACE DWALL INTERIOR COLUMN BUILT-UP HOT ROLLED COLUMN SHOWN COLD -FORM COLUMN SIMIW( — PURUN SECONDARY BOLT(S) (2)1/2X1 1/4 A325 ENDWALL RAFTER SBFFENER FOR Al JOBS. CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF12Z ENDWALL RAFTER SPLICE DETAIL EF22. ENDWALL RAFTER RIDGE DETAIL _EF^2A3 I ENDWALL INTERIOR COLUMN CONNECTION DETAIL AT HOT —ROLL 26W EF -BLOCKED COLUMN W/STIFFENERS TO RAFTER CONNECTION - }/4"0 BOLTS AA RAFTER TO RAFTER CONNECTION AA RAFTER W/RIDGE SPLICE PLATE J COLUMN TO RAFTER CONNECTION AA PRIMARY BOLTS (i1YP.) (SEE CROSS SECTIONU FOR UAND CM RIGID FRAME COLUMN ^•'••• ^"IE RAFTER Pld� TIS) R, RMFA BOti DOGE SRKE q WAIF 1 EUErr PREUunaN: ^T > Ve. wDRIExs swan DE TR.NNm w THE PMPDL EWLllwl ifl0.'EWR6 R 1'T PL . E ` fiw NL JWS (am SURE) 0.31T.♦ 2 . COWMH - 1'Yw. RIGID FRAME COLUMN PRIMARY BOLTS (TYP.) TYPICAL CONNECTION AT GAPS R.S. T (SEE CROSS SECTION FOR RIGID MANE RATER S12E AND OUANTRY) 1. SIRJS REAUTED AT GWS > 1/5'. 3. MUCE NUN-TOPmm 9WS ll m COLT PUNS AS AS M EJ L _LLE UPS IN COMPRESSION AREA MEATS¢ IRON 1/R'INO TIl% M4D. N 1 TIIX PE1D N21-TIPmm 91M5 1' M E . T BORII 90E5 BETWEDT SHARE . T . W NON-TMERED 9E TNEXT MLET A6C SNGER' SECTION 'A• -'A' STYE. .. NL 94YYPE WIFIWL MM SRL. (ffCTOx TWQIGI GV) 1 RUSE SHURUM WXAS SIMILAR. DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF71 VERTICAL HAUNCH CONNECTION AT BLDG. EAVE MF12_ TYPICAL HAUNCH SHIMMING DETAILS MF19 RIGID FRAME AA RIGID FRAME AA RIGID FRAME IRA XLL-. - - - IEN - srATus SCALE: - NONE DATE= CHARLIE'S DODGE - - [ 7 FOR coxsmurnoN DRAM BY.1 srAN 1a/21/os U.S. HIGHWAY 1 _ [ ]FOR APPRwAL CHECKED BY: FT. PIERCE, FL [�] FOR PERMIT ONLY [ ] PGR PREIAAINART OFSTCN ArPD er ANDERSON-MOORS CONSTRUCTION CORP 11251102 SED-003 PURUN ANGLE (2) j12 STRUCTURAL FASTENERS (UX2X1/8X3 ILL LONG) = PURUN (FIELD DROR HOLESBA EACH 3/4- mpX. ANGLE LOCATION) SECONDARY BOLT(S) - - ' ANTI -ROLL CUP (1) 1/2%1 1/4 M252) j12 STRUCTURAL FASTENERS FASTENERS (2)-p2 S2) - -CL-12 ANGLE "(FIELD OR (2) 1/4- BOLTS AT EACH 'CLAMP 1/4RAL OR 1/4' BOLTS YB TYP. (LZX2X1ANGLE DRILL HOLES LOCATION) DRILL (ANGLEFIELD DLOCATION)B AT EACH 4DRIU) ANGLE * _ ]/B' ROD HANGER (L2%2X1/8%6 LONG) (UX2Xl /8- ROD HANGER 7 16- HOLE ANGLE SPRINKLER (L3%3%3/16% LENGTH) RAFTER PIPEMAY BE OMITTED WITH HANGER LOADS 50 LBS. NOTE: PURUN UP M. NOT SPRINKLER MAY BE OMITTED WITH HANGER LOADS 50 LBS. J/8' ROD HANGER SECONDARY B4 OR LESS. R BE DISTORTED. plpE OR LESS. M2 (2) 1/2%1 1/4 A325 NOTE: PIPE PURUN UP MUST NOT SECTION "0-8" BE DISTORTED. B.PETr PRmuOsz nue oSDu APIX L''E SECTION "A -A" SECTION "A -A" - g PaPRrnaN Wxw mLP.NNF IYYIIF pq EIECIPIC SGffW GINS. W RFSOA SPRINKLER PIPE HANGER DETAIL AT PURLINS SHO1 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SHH02 _ SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SHH003 ANTI —ROLL DETAIL DOWNHILL AA - AA RIGID FRAME RAFTER MGM (VP. UN.) PIPE I�� PIPE I £PPE I 'A' I "A I I I 'B• SUPPORT AN4 _ (IYP.I U.N.) 1 /2I 1/4 I I/4 I 'B• I t/4 J 1/4 1 1/2 BAY MY MY 1/2 HIiY BAY BAY BAY T flAY SPACMG BAY SPACING BAY SPXANG E E �' Nmlry PUR1N mmuri ( PURUN PURUN ( PURUN k PURUN L PURUN /- PURUN CLAMP WITHOUT CLAMP WITHOUT REINFORCING ANGLE REINFORCING ANGLE SPRINKLER PIPE PIPE PRINKLER PURUN PIPE NO ES: 1. ME MGM ASSUUM AT 10' SPILWGS LOUTFO PER TYRCN. ME LAYOUT AS SHOWN W' METAL SH34/M. 2 FOR PIPE SUPPORTED AT S' IWEMI S. VALUES ABOVE MAY BE NPLVED. 3. PURUN SPACE ASSIIMW TO BE 5' ON COR61S 4. SPECNL CMSIODWDON SHOULD BE VIDE M M XL BAYS ARE NOT UNIFORMLY LUOED. S. 250A LOPC M RE,UjM BY UBC TO BE APRIEO TO ANY ONE SUIMZ SUPPORT IN ADDITION NOT ALLOWED NOT ALLOWED TO ME LOGS. EQUIVALENT COUATERAL LOAD FOR PIPE SUPPORTS 20' MII 25BAYS 30' HAYS POINT LOU) AT HANGER STD. W. DRY WT. WET Wf. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE j/FT. JIM. +2501 +250j +250/ +2501 SIZE 6' 18.97 31.5 8 11 6 8 5 6 315 565 5- 14.62 2J.} 6 9 4 7 } 5 2J} 483 4- 1079 16.} 4 7 3 6 2 5 1fi} 41J 3 112- 9.11 13.4 4 7 2 5 2 4 134 384 3 7.58 10.8 -3 6 2 5 2 4 108 }58 2 1�2- 5.79 7.9 2 6 1 5 1 4 79 51 329 301 2 3.65 5.1 1 5 5 1 1 4 4 1 1 3 3 36 2B6 1 1/2" 2.72 3.6 1 1 5 1 4 1 3 29 279 1 1�4- 2.27 2.9 1 5 1 4 1 3 21 271 1 1.68 2.1 MUD RIOT PRIME RUNE SH04 LOADS FOR SPRINKLER PIPE SUPPORTS SH05 SPRINKLER PIPE "NOT ALLOWED DETAIL" SHOE SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06A AA TYPICAL SPRINKLER PIPE LAYOUT AA CLAMP WITHOUT REINFORCING ANGLE AA CU,MP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP • ENDWALL 'EPTH PURUN e GIRT Ot-I PURUN CORNER COLUMN • SECONDARY BOLT(S1 1/2X1 1/4 A3 SECONDARY BOLT(5) I 1/2X1 1/4 AJ25 OR FOR FLANGE,> 7/16- ` I 1/2% _ A325 I _ BENT UP CLAMP WITHOUT OF PURUN CLAMP WITHOUT SRiUCNRAI FASTENER( j12X1 IN 'NOTREOUIREDIF. EWALL::: -REINFORCING ANGLE REINFORCING ANGLE SPRINKLER :.::_:OPEN SIO PIPE 6 v�-iU ER M. — _ :-� ....... .......:.......::. PIPE PIPE - - GABLE ANGLE GA-1 • UTILITY CUP - CL-2 - NOT ALLOWED NOT ALLOWED - ENOWALL SETftACK 1/4' NOT REQUIRED IF OPEN ENDWALL SPRINKLER PIPE "NOT ALLOWED DETAIL" SH07 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH07A CORNER GIRT CONNECTION (BEAM & COLUMN CORNER COLUMN) WFOt_RR CLAMP WITHOUT REINFORCING ANGLE AND BENDING UP OF PURUN AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA BY-PASS OR INSET SIDEWALL / BY-PASS ENDWALL AA KG _ S1nms SCALE: NONE-- DATE - CHARUE'S DODGE E_.U_FA_ULA - _ FOR CONSRNCRON DRSww'BY: STAri 10/21/05 U.S. HIGHWAY 1- FOR APPROVAL [.) FOR PERMIT ONLY FT. PIERCE, FL - AMERICAN BUILDINGS COMPANY CHECKED aY: - DESIGN APPD BY.1 DRAWING. 11251102 SED-005 RLY.NO. - L ] FOR PROJNINMTT ANDERSON—MOORE CONSTRUCTION CORP NUMBER' - O CAD BY: STAN 10 21 05 11:09:57 V.,. 25.1 I CORNER COLUMN iARY BOLT(S :1 1/4 A32 SECONDARY 1 BOLT 1 /2X1 I/4 FLANGES OH FOR FIANCES A325 > 7 16' 1/2X A325 BOLT L FASnER(S) B12X1 1/4` S • UTILITY CUP CABLE ANGLE CL-2 W-1 1'-7 1/2' AT INSET ENOWALL 2'-2" AT B" BY-PASS ENDWALL 2'-3 1/2" AT 9 1/2" BY-PASS ENOWALL • NOT REQUIRED IF OPEN ENOWALL BY—PASS LAPPED GIRT CONNECTION TO COLUMN WF02R CORNER GIRT CONNECTION (RIGID FRAME CORNER COLUMN) WF-0 AA, BY-P.. SIOENALL / EY-PASS OR INSET ENDWALL I AA SECONDARY BOLT(S) (Oft 1FOR 1FLANGES >]/1 5 L6' OR (1) 1/2X _ M25 BOLT FLANGE NOTE FOR NON -LAPPED GIRT CONNECTIONS (2) OF THE APPROPRIATE A325 BOLTS MUST BE USED. SECONDARY BOLT(S) (1) 1/2 % 1 1/4 A325 BOLT AND (1) 1/2 X 2 3/16 A307 DE BOLT OR FOR FLANGES > 7/I6' (1) 1/2X — A325 BOLT AND (1) 1/2 X 3 5/8 A307 DE BOLT SECTION A I COLUMN 1CH INNER ZEE GIRT WITH X 2 3/16 M07 DE BOLT FOR FLANGES > 7/16' X 3 5/8 A307 DE BOLT BY—PASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF10R I BY—PASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF10RA SEEP ONE AA STEP TWO AA (2 BY—PASS CEE GIRT WF11R BY—PASS GIRT WF58R 'BY—PASS NON —LAPPED GIRT CONNECTION TO COLUMN WF61R BASE ANGLE DETAILAA I AA 11 BA01 AA AB BUTYL CAULK CORNER FLASHING EAVE CLOSURE FLASHING SSCX-1 RETANE CAULK FCR-LENGTH Cf5 EAVE TRIM �1• WALL PANEL WALL MAN FASTENER(S) EAVE SUPPORT 812X1 1/4 /- BASE ANGLE FASTENER (BY OTHERS) FLASHING \ \ a •` 1- O" O.C. 1�40 CONCRETE ANCHOR (min.) \ \ 5 -0' O.C. (max.) EAVE STRUT 1 \ / BASE ANGLE 1 t/2'Y BLIND RNETS (3)REO'D. PER LAP 1/8 RNEf / \ L OUTSIDE CLOSURE LON LONGSPAN PANEL (TP.) 1/8 BUND RIVET BA02 OUTSIDE CLOSURE INSTALLATION AT EAVE EA37 OUTSIDE CORNER FLASHING FLO8 ECTION AT BASE ANGLE ARCHITECTURAL III, ARCHITECTURAL V RIB, LONG SPAN III OR MULTI -RIB WALLS Ab LONGSPAN WALLS I AB LONG SPAN WALLS AB • ._ _ _ _ _- _ _ .._ - - _ _.._ __- _ _ _ _ __ .. aATDs _ SCALE:.. _ {4ONE DATE _ . , - _ -- CHARLIE'S DODGE _... EUFAULA ALABMAA _ _ ' ' - [ )'FOR GOHSTR'J=N DRAWN Br:'srAN - a 10/21/05 _ U.S. HIGHWAY-1 "' [) APPROVAL CHECKED BY: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY PERMIT[•) MR PT ONLY [)FOR PRBJMPWT! oFSICN APPo BY: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. aEv.rvo. NUMBER' 11251102 SED-006 O CAD Br: STAN 10/2' os tl:w:5a ver. 55.1 ROOF FASTENER (TYP.) PROOF PANEL GUTTER GUTTER CUPS 1 1 p BEND ALONG DASHED UNE TAPE MASTIC 61 LONG CUT ALONG SOLID ONE "TER I SAVE FLASHING 1_ TGT1 EAVE STRUT 1/2 4' DOWNSPOUT CUP D SIDEWALL GIRT FOC-2 DOWNSPOUT (TYP 1 Fos-14. VBUND R SIDEWALL PANEL (TM.) -- DOWNSPOUT CUP D FOC-2 BLIND R 1/8 8 rd G5 R DOWNSPOUT ELBOW II FINISHED FLOOR • FOE-2 IIII DOWNSPOUT u FDS-14.4NET VET DOWNSPOUT OUTLET DETAIL GT01 DOWNSPOUT DETAIL GT02 AA AA EAVE I DOWNSPOUTS I DOWNSPOUT CUPS (FpC-2) 10' 1 PC. FDS-14.4 & 1 PC. ME-22 12' 1 PC. FDS-14.4 & 1 PC. ME-2 1 2 14' 1 PC. FDS-14.4 & 1 PC. ME-2 1 3 16' 1 PC. FDS-14.4 & 1 PC. FDE-2 I J 18' 1 1/2 PC. FOS-14.4 & 1 PC. ME-2 1 4 20' 1 1/2 PG FDS-14.4 & I PC. FOE-2 1 4 22' 1 1/2 PC. FDS-14.4 & 1 PG FDE-2 4 24' 2 PC. FDS-14.4 & I PC. FDE-2 5 26' 2 PC. FDS-14.4 & I PC. ME-2 5 28' 2 PC. FO6-14.4 & 1 PC. FOE-2 6 30' 2 PC.'FOS-16.4 & I PC. FOE-2 6 32' 2 1/2 PC. FDS-14.4 & 1 PC. ME-2 6 34' 2 1/2 PC. FDS-14.4 & 1 PC. FDE-2 1 36' 2 12 PC. FDS-14.4 & 1 PG ME-2 7 38' 3 PC. FDS-14.4 & 1 PC. FDE-2 6 40' 3 PC. FDS-14.4 & 1 PC. FDE-2 8 FLANGE BACK G TCF_ 2" Typ' LAP TCF_ GE BACK GUTTER GUTTER I e TGT1 GUTTER BOND RIVET TGTI (12 REO'D.1%ER LAP) (2) 1/4"0 BEADS SEAL OEACH LAP GUTTER LAP 1/8 (12L/kEUNDRIVET IV PER LAP) RrVET FASTENERS AT GUTTER LAP AND ENDCAP DOWNSPOUT CUP FDC-2 6'-0" O.C. moat. DOWNSPOUT Fos-14.4 GTS 1/8 TUBE DOWNSPOUT BLIND RIVETS GTS FDS-14.4 (2 PER CUP a WALL) 1/8 TUBE BLIND RNEf- - — _- — 1/e RNEi - (6) 1/8 RNEf SIDEWALL PANEL BLIND RIVET (TYP.) 1/8 RIVET SECTION THROUGH DOWNSPOUT GT03 I RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 AA AA CAP FLASHING (SEE NOTE 2) FCP-1 NOTE: 1. OUTSIDE CLOSURE REQUIRED FOR BLDG. SLOPES 1 1/2 : 12 OR LESS. 2. CAP FLASHING REO'D. FOR BLDG. SLOPES GREATER THAN 1 1/2 : 12. WALL MAIN FASTENER(S) (TYP) #12X1 1/4 -0" O.C. LONG SPAN PANEL 30.48 dm O.C. 1 //�WALL TRIM FASTENER(S) �W.96 8 2'-0' D.C. ED.96 Om O.C. BLIND RIVET TYPICAL 6 REO'D. PER BASHING LAP 1/8 RNET DOWNSPOUT SCHEDULE GTO6_ GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 PANEL CLOSURE DETAIL AT RAKE _RAO1 CORNER FLASHING DETAIL (OUTSIDE) WC21 AA AA ARCHTECURAL III, ARCHITECTURAL Y RIB OR LONG SPAN III WALLS AB LONG SPAN WALLS AS Tl - I L GUTTER GUTTER CUP GC -A 1'-0" O.C. • EAVE CLOSURE BASHING �� WALL PANEL STANDING SEAM PANEL ((B 1 PER CURER ciiO ROOF TRIM FASTENER(S)� SPIE CNART BELOW p14 X 1 OF WALL. PANEL OPTIONAL FASTENER (A) WALL MAN FASTENER(S)l MUST BE J12 X 1 1/4 PRE -INSTALLED V-0" O.C. FLASHING TAPE MASTIC 4PLACE UNDER CUP) NOTE: SEE DETAIL EA265A AND EAJ6EA OR FATfiTA �4 TM STANDING SEAM ] LENGTH METAL CLOSURE—� SSNC-I TAPE MASTIC ROOF PANEL 3/4 TM EAVE SUPPORT FIASHING— FSE-1 SAVE SUPPORT TRIM EAVE CLOSURE ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (B) LONG SPAN LSP) 14 X 7 8" 12 X 1 1 4" LOC SEAM LOC #14 X I" 14 X 1" STANDING SEAM (S2P, S3P) #14 X 1 /14 X 1" wnr Freuu " SRc w xar U. aN PAN¢ MV8 ra % Veml N sEcun[n MW F/STQ9R IM FASTENER(S) CLOSURE) STRUT O.C. OUTSIDE CLOSURE LOa/AOU WALL PANEL NOTE : WEOM.LL _ Of E E E WX f.IRRIi MEN RELUYVETI 6 WSfaIID 9ENYFIII WE WSIIC.MIO ME FAVE 1PoN. STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EAO1 SECTION AT EAVE WITHOUT THERMAL BLOCKS EA04 AA STANDING SEAM ROOF / ARCHITECTURAL OR LONG SPAN WADS SB I _CKU�j DATE _ EAVE SUPPORT STRUCTURAL FASTENER O12X1 1/4 SDHH 1 -0" O.C. SAVE SUPPORT FLASHING ATTACHMENT EA10 ARCHITECTURAL III, ARCHITECTURAL. Y RIB OR LONG SPAN GI WALL PANELS AA ALL ROOF PANELS - BTA1115 SCALE: NONE _ DRAWN BY: STAN - 9ATE 10/21/05 - _ _ - _ _ .. _ CHARLIE•S DODpE U.S. HIGHWAY 1 FT. PIERCE, FL. ANDERSON—MOORE CONSTRUCTION CORP ~UFAUTA AMERICAN BUILL [ ] FOR CONSIRUVION [7 MAP [.] FOR PERMIT ONLY [ ] FoR PR INAw CHECKED Brt DESIGN APPD er: DRAWING. NUMBER' 112511D2 CAD BY: S•j•AN 10 21 05 11:10,05 VMr. 25.1 PAVE CLOSURE FLASHING MASTIC TO JOIN US SEALING RUN OF NDER RARE FLASHING F TRIM FASTENERS) X1 SDRF EAVE STRUT WOOD BLOCKING (BY OTHERS) vsETY IiRLVRWI M IOf SHFP. $R W CNa rtl Ylll - a6s m Eat saat Fwue ro ARF1F ro T10 FFFnurtia wr REAAT a maMc IlVJRY. LONGSPAN FASTENER(S) AT PANEL RIBS SAVE SUI FLASHING CORNER FN' FCR-LENGTH RAKE FLASHING DE CLOSURE SECTION AT EWE) WALL �14XT/8 TRIM FASTENER(S) $ t O.C. AT PANEL PIES GABLE MEMBER / - I In (SE (SEE NOTE S) WALL TRIM FASTENER(S) / 2'-0" e 2-0 O.C. AT PANEL SIDELAPS WALL MAIN FASTENER(S) 112 X 1 1/4 1'-O O.C. OTHER OPTIONS SIMILAR GENERAL NOTES: 1. CROWD OR STRETCH PANELS SLIGHTLY AS NECESSARY TO MAINTAIN Y-0' COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME. 3. PANEL SIDEIAPS STICHED 2'-0' ON CENTER WITH J14 WALL FASTENERS. 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE BRUSH. DO NOT USE AEROSOL TAPE PANT FOR TOUCH UP. S. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL GIRT FLANGES. FAILURE TO "WAIN VERTICAL GIRT FLANGES WILL CAUSE DIMPLING OF PANELS AT SCREW LOCATIONS. TYPICAL CORNER DETAIL AT PANELS WC20 LONG SPAN WALLS AB AS YOU ARE SETTING EACH PANEL INSTALL THE EAVE CLOSURE AS PER THE FOLLOWING INNS-TRUCTIONS PPANELN( S RIBIG 1 INSIDE IMETAL CLOSURE MITWC INSIDE ` MASTIC // METAL CLOSURE SSMC-I ROOF FASTENER ®14X1 PSTAAELN(MALERRIB)60 PAPER BACKING ,,,-,-- MASTIC 3/4 TM O ROOF FASTENER STEP 1. APPLY TAPE MASTIC TO TOP SIDE OF METAL 814%1 CLOSURE 00 NOT REMOVE THE PAPER STEP 2. POSITION CLOSURE UNDER MALE RIB AND BACKING. INSTALL THE OUTSIDE FASTENER THROUGH S�3. UFT PANEL AND INSTALL THE INSIDE FASTENER. THE PRE -PUNCHED HOLES. REMOVE THE PAPER MOM THE MASTIC AND BUM CAULK //�'� PRESS THE PANEL FIRMLY IN PLACE. SSCK-1 ! / STANDING SEAM 36o MALE RIV SFAMFEMP/_ RIB) _ 7� PANEL (FEMALE RIB) )) ROD #14 STEP 4. INSTAL. PAVE FASTENERS IN THE FIAT OF THE PANEL IN THE CORRECT PATTERN. INSTALL A FASTENER THROUGH THE SIDE OF THE TOOTTHHE INSIDE FACE OFO THE SEAM APPLY ME CLOSURE. POOP FASTENERjLlA ` ROOF FASTENER U.N.) XUN.) IOX1 LL I STEP S. ISTEPS I - 4 BEPSURE TONINSSTA L A FAT ROOF FASTENER INTO THE SIDE OF THE NEXT A PROPERLY COMPLETED RIB CLOSURE PANEL AS SHOWN ABOVE EA36 INSIDE METAL CLOSURE INSTALLATION STANDING SEPIA 360 TA TRIM FASTENER(S) PAVE CLOSURE NOTE : REVIEW EAVE TRIM DETAILS IF FLANGE BACK GLITTER IS TO BE USED AS THIS OPTION CHANGES THE LOCATION OF THE MASTIC. SEAM PANEL W NOt�StE�P OX PNM1L NEAR THE PAVE I L FNLY S=R0 WIN FASITN TAPE MASTIC EAVE SUPPORT FLASHING STRUT UNIVERSAL RAKE M-15.2 FASTENER INSTALLATION AT EAVE STRUT EA26 I UNIVERSAL RAKE FLASHING STANDING SEAM ROOF SA LONG SPAN, STANDING SEAM 6: LOC SEAM STRUCTURAL FASTENER(S)—A \ (NOTE MASTIC LOCATION) �\ EAVE CLOSURE BASHING TAPE MASTL� \ WALL FASTENER(5) - EXPANSION BACK-UP FLASHING FEB-0.6 TAPE MASTIC .��1/4'0 URETHANE CAUL( CTS 1/8' BUND RNET SUPPORT FLASHING EAVE CLOSURE FLASHING" WALL FASTENER(S) "'- FSUPPORT STRUCNRPI FASTENERS) _. FLASLAS HING WALL PANEL WALL FASTENER(5) OUTSIDE CLOSURE _= EAVE STRUT PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF WALL PANEL 3/4- X 3/16- TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING ARCH. WALL PANEL ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. SHOWN. OTHERS EAVE STRUT SIMILAR MASTIC AND INSULATION APPLICATION AT EAVE EA28 OUTSIDE CLOSURE WITHOUT THERMAL SPACERS AB NOTES, 1 USING BACKUAPHINNGGSHLAPS ING FE9 L BE�SEALED L�S//44) X 3/16 TAPE MASTIC AND REINFORCED 2. ALL FLASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL BE ONE INCH. 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SNALL SE.STITCHED WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY.-WTH GUTTER SIZE., 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; FLASHINGS THAT ARE , EXPOSED TO ROOF CONDITIONS. USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL OTHER CONDITIONS USE 1/8 INCH BUND RIVETS THREE INCHES ON CENTER. FLASHING LAP GENERAL NOTES 1 .FL06_ LONG SPAN, STANDING SEAM h'LCC SEAM I AA awmEsufiMmx_ SCALE: - NDNE DATE- STATIS CHARLIE'S DODGE FDR CONSOtUCfroN DRAWN BY: STAN t0/2S/05 U.S.-HIGHWAY 1 ' MR APPMAL I CHECKED EY;j FT. PIERCE. FL FOR PERNR ONLY MR PRELIMINARY I DESIGN APPD BY.1 I ANDERSON-MOORE CONSTRUCTION. CORP pqq) 11251102 SED-0.08I N"o 0 GUTTER ROOF PANEL 4 EAVE CLOSURE FIA WAIL STEP 1. SEE INSTRUCTION NO,5 SEE NOTE RIDGE FLASHING ENDCAP RFEC-1 ULK ALLMOUND GTS RIDGE SU!'PORT MASHING —� (FELD NOIM FDI RMQ W zISfR1AT0L) OUTSIDE MET& Q.OSJRE (FIELD CUT TO FTI)SSMC-0 ♦ FIELD NOTCH AND BEND RARE FVfiIIWG TO GFExTE TADS TO ATTACH WE CP. .TAPE TAPE M PPPL EIW TAB 4 C ISULATION NSUTATION STEP D. SEE INSTRUCTION 140. 5 SEE NOTE WAL 81zx1 NOTE. SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTON DRAWINGS FOR FASTENER AND FLASHING DETAILS. RIDGE FLASHING �\ \ RAKE ROOF T"M FAS`QEF(S) _ \ GUTTER ENDCAP (6 REQUIRED) WE ENDCAP J14X1 > ALIGN WNH EAVE SFAL� \ CORNER CAP BOX MANE CAP \ TCB-1 TRCS_U TAPE MASTIC \ 3/4 TM I GUTER \ \\\ ANGLE AD (TUMM IASRntxl 9FAQF(3/4 TN THING RSF-1 3 RE/14X)/B 414XI - am* AND OPPOSRE SIZE - .-UNIVERSAL RAKE CAP INSTALLATION OF RDGE OMITTED FOR QMIT. RA03 STANDING SEAM ROOF ISA STEP T SEE INSTRUCTION NO, 6 SEE NOTE URETHANE DAULKJ )'�C \ I URETHANE CAULK 1/4T0 BEAD J \ ' / 1/4"0 BEAD G� BLIND(12ENDRE )D. PER I I GTS RAl(E SUPPORT FLASHING 1/8 RIVET /// (SEEING CORNER I ON REO'0. PER I/ (SEE BUILDINOTES)CORNERNG (BEE NOTES) If NOTES: eox BO I. START AND STOP GUTTER AND RAKE FLASHING 178 AT BUILDING CORNERS AND ALIGN WITH OUTSIDE EDGE OF WALL PANEL AT CORNERS. 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT snl" WHEN INSTALLING THE CORNERBOXES. PERMANENTLY ATTACH ygp9 lmx swa+ mra THE RAKE AFTER CORNER BOXES ARE INSTALLED. CORNER CAP BOX INSTALLATION R404 (UNIVERS& OR CUSTOM RAKE) AA INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SOUARE AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 3. PLACE THE SAVE SUPPORT FLASHING (FSE-1 OR FSE— 1T) ON THE EAVE STRUT, LEAVING AN 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INSIDE OF THE EAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2" OPENING WILL ACCOMMODATE THE ARCHITECTURAL III. ARCHITECTURAL V RIB OR LONG SPAN III WALL PANELS. AN OPENING OF 3 1/8- MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE EAVE SUPPORT FLASHING WITH J12 X 1 1/4' SELF DRILL FASTENERS LOCATED 1'-O' O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE EAVE SUPPORT FLASHING. INSTALL EAVE CLOSURE FLASHING MC-) PRIOR TO INSTALLING ROOF PANELS. EAVE CLOSURE MASHING IS HELD IN PLACE BY RDOF,FASTENERS AT EAVE. 4. INSTALL 1HE-ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE SAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE LAVE STRUT AND SAVE CLOSURE FLASHING. PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE WE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. BOND RIVET 1/4-0 -0 URETHANE CAULK GTS STANDARD GUTTER FL09 LONG SPAN, STANDING SEAM h LOC SEAM AA ROOF (FIELD I) ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA11 AA I UNIVERSAL RAKE DETAIL _ RA02 LOC SEAM OR STANDING SEAM ROOF / ARCHITECTURAL OR LONG SPAN WALLS I AA ROOF ROOF TRIM FASTENER(S) ((1 PER PURUN LOCATION) (NOT TO PASS THROUGH CL_21 PURUN OR GABLE ANGLE) 114x1 6 O.C. ANGLE RARE FLASHING ABLE ANGLE CA-1. PURUN WALL PANEL NOT SHOWN FOR CLARITY UNIVERSAL RAKE DETAIL RA05 EXPANDED VIEW OF RAKE CONNECTION 40 SCALE: .NONE - _DATE _ CHARLIE'S DODGE [•) FOR CONS" DRAWN ar: srAli 1o/21/05 U.S. -HIGHWAY f [) FOR MPROVAL CHECKED BY. FT. PIERCE, FL [•) FOR PERMIT ONLY [ ) MR PRELNNAITY DESIGN APPD BY. -I 'ANDERSON-MOOR CONSTRUCTION CORP 11251102 SED-009 SUND RIVETS ROOF STITCH *PANE360 STANDING SEAM 360 PANEL STANDING SEAM 360 PANEL 6' MINIMUM 1/8 )RNET YI gl4%1 SDRFBUTYL CAULK SUP ANGLE CUP (TYPUNIVERSAL RAKE TRIM 2 PER CUP6' UP MALE RIB I PER PURUN SSCK-i LOCATION ROOF TRIM FASTENER(S) (1YP.) INSULATIO CL_21 / (SEE DETAIL EA26/BA \ APPLY URETHANE CAULK /14X1 Nl MOUND - 1G�40 BEAD ------- RME SUPPORT RAKE SUPPORT ANGLE ANGLE RSA-1 ��ANGLE PURUN CABLE ANGECA-1 SLIP ANGLE CUP ENDWALL RAFTERAFTER INSULATION IS IN PLACE ALIGN RAKE SUPPORT ANGLE (RSA-1) WITH RAKE GABLE STRUCTURAL FASTENER(S) ANGLE. HOOK SUP ANGLE CUP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE /12X1 1/4 SDHH AND ATTACH SUP MOLE CUP TO GABLE ANGLE AT EACH PURUN LOCATION AS SHOWN. 2 PER CUP PRE-PIAN STARTING AND FINISHING PANEL CUTS SO THAT A 6' MINIMUM PANEL FLAT IS RAKE ENOCAPFAVE STRUT ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS NOTED DIFFEREN LY TREC�•PURUN ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 3' PAST THE BACK SIDE PART A'STANDING SEAM OF THE EAVE STRUT (A STRING UNE EXTENDED OUT FROM THE EAVE STRUT WILL HELPRAKE ENDCAP \ STANCUP EAVE CLOSURE FLASHING 3• KEEP FEET OF PANE MASTIC NGGD STRAIGHT), INSTALL REMOVE PAPER BACKING FROM APPROXIMATELY 53PC-J PTARET'B' UNIVERSAL RAKE ENDCAP INSTALLATION RA70 REINFORCED PANEL CLIP ATTACHMENT DETAIL RCO2 SAVE SUPPORT FIRST PANEL INSTALLATION UNIVERSAL RAKE RC11 • LEFT HAND SHOWN I AA STANDING SEAM 360 1 TA FLASHING STANDING SEAM 360 TA PIECE '9" ROOF TRIM FASTENER(S) TAPE MASTIC A140%C SDRF 3' 6" 6' fi' 3' 3/4 TM 3 ROOF TRIM RIDGE FLASHING rL UPPER RIDGE FLASHING FASTENERS) WE, ROOF TRIM FASTENER(S) I I � � � � �14X1 SDRF 4 PER CLOSURE TAPE MASTIC UPPER ROOF FLASHING TAPE MASTIC CONTINUOUS 814%1 I LOWER RIDGE FLASHING I PIECE "B'Z 3/4 TM 3/4 TM BACKUP FLASHING II FEB-O.9 0 AP IN LSP I TAPE MASTIC CONTINUOUS RIDGE FLASHING OR "STANDING SEAM METAL FIB-0.2 O LOC PIECE 'A' 3/4 TM HIGHSIOE EAVE FlASHING CLOSURE LOWER ROOF FLASHING SSMC-0 TAPE MASTIC 13 4' I PIECE 'A' CLOSURE ROOF TRIM ASEE DUALS ND R 35/SA C34/SA I CONTINUOUS J / 2' SSNC-0 Fd1A9TERFR(5) TAPE MASTIC 3.3• I-•y— tyII/-T.II1. 3�• III 3—• II1' I �� T T STANDING SEAM 3/4 TM FT I 1 I ROOF TRIM FASTENER(S)BACKUP FLSHING J PANEL CUP I ®14X1 FEB__ I I • AWC SEAM { 3" 6' fi' 6' 3 5' 1• ROOF TRIM T' ull 6' MMINNL, NOMINAL FASTENER(S) STANDING SEAM LOC SEAM TAPE MASTIC CONTINUOUS a14X1 PURUN (6) ROOF TRIM FASTENER(S) AND LONGSPAN (TYP. BOTH SIDES) 2 3/4 TM 14Xl M. BOTH SIDES) ROOF TRIM FASTENERS) HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE "B' OVER HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'B" OVER OF PIECE 'A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4"0 HOLES THROUGH BOTH PIECES OF PIECE 'A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4'0 HOLES THROUGH BOTH PIECES OF RIDGE SUPPORT 2'-0' O.C. RIDGE FLASHING BUT NOT BACKUP FLASHING. SURE PIECE 'B BACK AND APPLY TAPE MASTIC ROOF FLASHING BUT NOT BACKUP FLASHING. ELIDE PIECE "B' BACK AND APPLY TAPE MASTIC SEAM CLOSURE STANDING SEAM CAULK RUSHING AND BACKUP FI HING ON PIECE 'A' AS SHOWN. LAP PIECE "B' OVER PIECE 'A' BEING AND BACKUP FLASHING ON PIECE 'A' AS SHOWN. LAP PIECE 'B' OVER PIECE 'A" BEING SC-0 ON THE BOTTOM AND RJF-1 CAREFUL TO AUGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS CAREFUL TO CONDITION. HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG IN THE UP AREA ALONG RIDGE RIDGE DETAIL RCSA EXPANSION JOINT AT RIDGE FLASHING R�� SECTION THROUGH ROOF FLASHING LAP RC35A RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 STANDING sE 14 T SA PA AA STANDING SEAM SA USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO ORNN. WOOD BLOCKING PLACED BETWEEN 4COnNUIUS FLASHING THINGS TO REMEMBER PANEL BUNDLES WILL PROVIDE ADDRIONAL AIR CIRCULATION. COVER THE 1. THINK SAFETY. STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OOF TRIM FASTENER(S) 2, ME FOR PANELS IN ACCORDANCE OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. PER CLOSURE WITH ERECTION GUIDE 14%13. ALIGN GIRT. TAPE 4. PLUMB FIRST MD EVERY PANEL vntt vlsulmax:5. CHECK COVERAGE ON EVERY PANELwUR5. FOLLOW SCREW ATTACHMENT SEQUENCE:aaWs KxOI TRAIUNG TO LEADING. TOP TO BOTTOM. OSURE OUTSIDE ]. DO NOT EXCEED INSULATION TIiICHNE55 (4' MAX.). SUPPORT FLSHING 8. DO NOT •RATCHE OR OVERTTGHTEN WALL AM CLOSURE PANEL SCREWS. THIS WALL CAUSE 'DIMPLING'. 9. USE THE MT OF THE LONGSPAN PANEL STANDING SETAPETM TIC CONRNUOD TO APPLY PRESSURE WHEN INSTALING.PANEL (TYPIC(SEE EXAMPLE) LONGSPAN III PANELS SHOWN. 10. DO NOT USE ABRASIVE SAWS OR OTHER ARCHITECTURAL M AND CURING TOOLS WHICH PRODUCE HOT METAL • • y MULTI RIB SIMILAR. PARTICLES OR BURNED EDGES. - TARP OR PLASTIC COVER -9E I6aL RC34/M FOR R6TN Vtlll Irvslmw'npa FIR M-I AND WNC-I. THESE METHODS WILL DAMAGE THE - USE SPACERS BETWEEN BUNDLES - sE RTAL Rcv/M. FOR ROa FIASI@C Lw OSIRVLII@IL PAINTED MD GALVALUME FINISH AND WILL VOID / - uTm roc msrAw]Im w 1NL ROOT Ima 1Y5 eml mlmOlm, vaa�m NTm TIE Rmc6 MANE As sam AL#rE ANY WARRANTIES. USE DOUBLE CUT SHEARS. y L y OFDO, AYr NFsuc O Now IN, aF.VI lnq GAF Ou Avo OWFF, R M F RTOE M ORO FIATYLw. RWIIR 14 lR6 OIL: NIBBLERS OR OTHER GUTTING DEVICES WHICH of LXrM CF-W A]10 w w FUCE r3/16' I, Y 41NIR5 FRL ( C FASRNP'I m 7l or FA405 EA 114 Y A mis DO NOT PRODUCE HOT METAL PARTICLES OR BLOCK MOVE GROUND TAS OR (R'-I" Oa) LCa ]/4• Y II IB• MASIa sO aas0¢ (s w) A4 am xAAa R OF RFVFAT IwIL A " . . 9RRv0? ;LINTER IF sv .mpvK eLVM wsTul[n (Rvm-9OFs m' Rm¢q TO [aur4 A TulOOE rc Rros FtAswrlc. mn A BURNED EDGES. RE GOWN . CIMIMpI651RP CF ]/4 Y ]/IL• WTIIC pill TIE Rp 611fi CL09JW3 INI IPM1Y RE gLCE MSRIN4 RIDGE FLASHING ATTACHMENT 1 RC37 PANEL INSTALLATION NOTES GE04_ PANEL STORAGE GE51 STANDING SEAM $A LONG5PAN WALL PANELS ACT . LONG SPAN LIT, ARCHITECTURAL Ill. AND MULTI -RIB PANELS AA No.__ ._ REVISIONS_ _ - _ _ _ . _.. - _ _ - ._ _ _ _ _— - .. - :.DATE' _ - - - - - _ _ _ FAU _ _ .. ` SCALE: .. NONE - EU LA . „ - - ALABAMA ",us CF ARLIE•S DODGE [ ]-FOR OON9rR —N DRAwN BY: STAN to/21/05 .U.S. HIGHWAY 1 [ ] FOR APPROVAL CHECKED ar: FT. PIERCE. FL } [•] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ ] FOR PRcumINARr DEscn APPo ar: ANDER50N-MOORE CONSTRUCTION CORP DRAWING. REVAO. CAD BF: STA1V 10 21 05 11:10:30 Ver. 25.1 NUMBER' 11251102 SED-01 O 0 _ STANDING SEAM 360 PANEL NOTE: ROOF TRIM FASTENER(5) PRIOR TO US STRUCTURAL FASTENER 2 REQUIRED PER CUP d12X1 1/tr BOHH (FEMALE LEG) FACTORY APPLIED MASTIC FACTORY APPLIED MASTIC .PANES SEE RC FASTENERS, PANELS MUST C- I SEE ♦ BE SEAMED TOGETHER. IL�—�I / UPPER PANEL PER PAq I STANDINGUE SEAM 360 PANEL STANDING SEAM 360 PANEL STANDING SEAM 360 PANEL (MALE LEG) TAPE MASTIC PAD -_ (MALE LEG) (FEMALE LEG) 1 1/2.1P I LOWER PANEL CAULK END OF PANEL SEAM 6' PANEL CUP UP STIFFENER PURUN SSLS-1 - Q PANEL CUP PURUN PURUN STRUCTURAL FASTENER INSULATION STANDING SEAM PURUN 360 PANEL - c 00 No A$C onIX: 00 NO! SIFp x PH VNILL c � F MLT YCUILLD WIN ASIp1ER5. HOOK TAB OF CUP OVER MALE LEG OF PANEL AND ROTATE DOWN INTO POSITION. SECURE THE CUP M THE PURUN WITH TWO J12X1 1/4 SOHH FASTENERS. A GAUGE SHOULD BE USED TO MAINTAIN PANEL MODULE RC05 ROOF PANEL ENDLAP RC06 TYPICAL CLIP ATTACHMENT TO PURLIN RC17 DETAIL AT SIDELAP RC01 DETAIL AT FINISHED SEAM TA STANDING SEAM SA STANDING SEAM 360 TA STANDING SEAM 360 • TA STANDING SEAM Mo STANDING SEAM 360 PANEL CUP usEExmdEcwmA x rmM Wtwmk n THE uli OF NoaP ROOFWIN FASTENER TYP.— T T OX1 I T I I 0 ® STANDING SEAM 360 PANEL \ T ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN 0 STANDING SEAM 360 PANEL I WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPUCATION. I WHEN ENOUPS ARE REQUIRED THE UPPER 6 INCHES OF THE LOWER PANEL SEAMS ARE NOTCHED TO ACCEPT THE UPPER PANEL THIS LAP WILL OCCUR APPROXIMATELY 12 INCHES I ABOVE A PURUN. PRIOR TO SETTING THE UPPER PANEL. INSTALL THE LAP STIFFENER, I STANDING SEAM 360 PANEL L SSLS-1 AS SHOWN ABOVE. THEN PUCE PRECUT LENGTH OF SPECIAL 1 1/2- X 1/8' STANDING SEAM }fi0 PANEL SEANER Sk CAULK 1 I I STANDING SEAM LAP MASTIC ACROSS THE WIDTH OF THE PANEL BEGINNING AND ENDING I AT THE VERTICAL SEAMS. APPLY SSCK-1 (BUM LAP CAULK) TO INNER FACE OF - I 1 BOTH MALE AND FEMALE SEAMS, MAKING SURE THAT BACK EDGE OF MALE NOTCH IS STANDING SEAM 360 CUP COVERED. INSTALL THE UPPER PANEL WITH BS LOWER EDGE FLUSH TO THE BACK SIDE CAULK END OF PANEL C RE THE IAP WITH /14 X I- ROOF FASTENERS OF WENOTCH LOWER PANEL. SECURE DIMPLE SEAM 6- INSTALLED AT THE PRE STANDING SEAM 360 PANEL-\ LAP STIFFENER SSLS-1 BUTYL CAULK SSCK-1 y�Y PxEGYTINI 00 HOf SEo ON WB 0I PN1FL LANAIS STEP ON Mi SNSKP. M NOf SIFp W PM1E15 1ML FLLLY SENPID _ IN OPERATION. ALL CONSTRUCTION DEBRIS OLD EMOVEDTIFROM THE ROOF TO TO PREVENT MACHINE DAMAGE AND/OR ROOFNG BE RPREPARATION DUAMAGE_ - INSTALL CUP MAKING CERTAIN THE SLIDING TAB IS CENTERED BEFORE ATTACHING REFER TO THE OWNER'S MANUAL INCLUDED WITH THE STANDING SEAM 360 PANEL. CUP TO THE PURUN. SEWER FOR SAFE AND PRACTICAL SEAMING OPERATIONS. CAULK END OF PANEL SEAM 6' PANEL LAP DETAIL RC07 PANEL CLIP INSTALLATION RC18 STANDING SEAM 360 PANEL SEAMING DETAIL RC36 STANDING SEAM 360 PANEL TA I TA /j EAVE ,✓/ TAPE MASTIC PAD STANDING SEAM 360 1 TA !� 1 1/2 TO NOTE ; BEFORE ANY MASTIC IS APPLIED, CLEAN PANEL STANDING SEAN OUTSIDE META. CLOSURE SSMC-0 vmr PxvAVnvu COPE a m um mw sFPEm svmTu PROM ROOF Puma.METAL SURFACE OF ANY GIRT AND OIL Of 00 N01 MP ON MINMINOP PARE. 011 WMN 5 iFET UHSE1.11PfD PNIEL F]N. VSE 09M IfPxOYS TE CiFS. HEIiP16 Qi WR.4 EDGE OF RIDGE STANDING SEAM TAPE MASTIC muN nawwc ax RmP. FUSHING SEAM CLOSURE SC-0 OUTSIDE METAL CONTINUOUS CLOSURE 3/4 TM SSMC-O PANEL GAUGE (AS RECOMMENDED BY ABC) SEAM CLOSURE - SHOWN, GAUGE BAR 1, SC-0 - 2'-0' COVERAGE 2'-0' COVERAGE 1 -" BUM CAULK SSLK-1 BUTYL CAULK — SSCK-1 STANDING SEAM PANEL USE THE RIDGE COVER PUSHING AS A GUIDE TO DETERMINE CORRECT LOCATION OF SEAM CLOSURE. TAPE MASTIC s(FP 4. APPLY BUM GUNDER AND WHERE - SHEETING DIRECTION - - 3/4 1M - - THE EDGE OF THEE S SC-0 CLOSURE COMES IN COTHE PANEL. _ - - - - _ - $�"P 1, INSTALL CAULK ON BOTH j¢�2, INSTAL 1 4 X 3//16 TAPE MASTIC �ANEL ADDITIONAL CLOSURES REPEAT WITHH ADDITIONALAL FLASHING �¢�3, INSTALL METAL CLOSURE FLUSH FOR FULL LENGTH OF FLISHING PANEL COVERAGE GAUGES SUCH AS SHOWN ABOVE WILL HELP TO MAINTAIN CORRECT COVERAGE ONE AT EACH END OF ME PANEL, GAUGE EACH PURUN RUN AND ABOVE OR BELOW ' _ SIDES OF SEAM AS SHOWN ABOVE. _ POSITION SEAM CLOSURE ACROSS f[AT AND OVER RIB AND CLOSURE. KEEP RUN OF MASTIC WITH EDGE OF C. SECURE INSTALLATION. COMPLETE THE IN PLACE WITH (�(14X1 ROOF INSTALLATION BY RUNNING 3/4 X ALONG PLACE THE ENDUO. THE NEXT RAFTER IS RECOMMENDED FOR TAKING MEASUREMENTS BACK OVER CAULKED SEAM AND INTACT FOR PLACEMENT ON NEXT FASTENERS IN Pk�-PUNCHED 3/16 TAPE MASTIC CONTINUOUS p STRING UNE SET AT SQUARE PRESS FIRMLY W PUCE SET - PANEL - HOLES. TOP EDGE OF CLOSURE ASSEMBLY. TO THE PANELS TO INSURE THAT THEY ARE RUNNING STRAIGHT AND BACK I . SEAM CLOSURE AND OUTSIDE METAL CLOSURE INSTALLATION RC34 PANEL GAUGING RC41 - - STANDING SEAM PANEL I SA - .. STANDING SEAM I SA REVISIONS - - - SCALE: - NONE - DATE- - - CHARLIETS DODGE U.S.' HIGHWAY 1 FT. PIERCE, FL ' ANDERSON—MOORE CONSTRUCTION CORP EUFAULA ALABAMA AMERICAN BUILDINGS COMPANY - - - MR CONSTRUCTION [ ]TOR APPROVAL [.] FOR PERMIT ONLY PRDIMINARr DRAWN BY: SIM 10/21/05 cnECKm Bn DESIGN APPD BY: DRAWING. 11251102.SED-011 NUMBER' REV.NO. 0 CAD w.- STAR 10 21 OS 11:10:36 Vac 25.1 HAND/EAME SEAMING PROCESS AMERICAN BUILDINGS COMPANY FURNISHES THE STANDING SEAM 360 ROOF SYSTEM IN LEFT, RIGHT AND NON —HANDED PANELS. CABLE BUILDINGS THAT REQUIRE PANEL ENOIAPS HAVE THE APPROPRIATE HANDED PANELS TO PERMIT SHEETING ON BOTH SIDES OF THE RIDGE STARTING FROM THE SAME END (REFER TO THE BUILDING ERECTION DRAWINGS). SINGLE SLOPE AND UNSYMMETRICAL CABLE BUILD— INGS WITH PANEL ENDLIPS MUST HAVE A SHEETING DIRECTION SPECIFIED (REFER TO THE BUILDING ERECTION ORAWINGS) AND THE DIRECTION WILL DEPEND ON WHETHER LEFT OR RIGHT HANDED PANELS WERE SUPPUED. BUILDINGS WITHOUT PANEL ENDLAPS AND SYMMETRICAL CABLE BUILDINGS CAN BE SHEETED SIMULTANEOUSLY FROM EITHER ENO OF THE BUILDING. THE TOUSED RTINC END INVOLVES �EALH PAN0.WEAVE OR STANDING SEAMING SEAM PRIOR TO SFTMELECTRIC ROOF SEAMER EAND THE HAMERENVE SEAMER. THE STANDING SEAM 360 HAND/EAVE SEAMER IS A TWO STAGE TOOL O '• IN THE FIRST STAGE PLCE THE NOTCHED SIDE OF THE SEAMER ONTO THE OPEN SIDE OF THE SEAM AT THE END OF THE PANEL AND ENGAGE THE TOOL TO A FULLY CLOSED POSITION. REMOVE THE SEAMIER AND MOVE UP THE SLOPE THE WIDTH OF THE SEAMEN JAWS (APPROXIMATELY FOUR INCHES) AND ENGAGE THE TOOL TO A FULLY CLOSED POSITION. THIS SHOULD COMPLETE THE FIRST STAGE OF HAND/EAVE SEAMING. e REMOVE THE SEAMER AND REVERSE THE DIRECTION SO THAT THE FLAT SIDE OF THE SEAMER IS PRESSED ONTO THE OPEN SIDE OF THE SEAM, STARTING AT THE PANEL END ENGAGE THE TOOL TO A FULLY CLOSED POSITION TO COMPLETE THE SEAM. 00 THIS STEP ON Y ONCE FOR THE M IS NOW R 40V fOR TH EI C1RIC SEAMER THE STANDING SEAM 360 ELECTRIC ROOF SEAMER IS A SINGLE DIRECTION MACHINE USED FOR SEAMING THE PANELS TOGETHER AT THE SIDEIAPS. GABLE BUILDINGS WILL REQUIRE THE SEWER TO START AT THE EAVE ON ONE SIDE OF THE BUILDING -AND TRAVEL UP THE SLOPE TO THE RIDGE AND THEN TRAVEL DOWN THE SLOPE TO THE EAVE ON THE OPPOSITE SIDE OF THE BUILDING. SINGLE SLOPE BUILDINGS WILL REQUIRE THE SEAMER TO START AT EITHER THE HIGH OR LOW SIDE OF THE BUILDING DEPENDING UPON THE SHEETING DIRECTION. • TO START THE SEAMING PROCESS, PLACE THE ELECTRIC SEAMER IN POSITION WITH THE THREE HANDLES IN THE UNLOCKED POSITIONS. THE SEAM BOILERS SHOULD BE ON THE OPEN SIDE OF THE SEAM AND THE BACK OF THE SEAMER SHOULD BE ALIGNED WITH THE END OF PANEL (THE HANG/EAVE SEAMING OPERATION AT THE STARTING END OF THE PANEL SHOULD HAVE ALREADY BEEN COMPLETED). LOCK THE THREE HANDLE INTO POSITION AND START THE SEAMER. ALLOW THE SEAMER TO COMPLETE ITS RUN TO THE OPPOSITE END OF THE PMMEL SHOULD FURTHER SEAMING BE REQUIRED AFTER COMPLETING THE RUN WITH THE ELECTRICAL SEMIER. FINISH WITH THE TWO STAGE HAND/EAVE SEAMING PROCESS. DO NOT RUN THE EECTRIC SEAMER THROUGH AW SECTION OF WE PANFI THAT M THE SEAMER SHOULD NEVER BE ALLOWED TO BECOME A FALLING HAZARD TO ANYONE BENEATH THE ROOF. ALL SAFETY PRECAUTIONS AND OSHA SAFETY REGUTATIONS SHOULD ALWAYS BE FOLLOWED FOR MAXIMUM WORKER SAFETY. PANEL SEAMING PROCESS RC38 STANDING SEAM 350 TA PURL EAVE PART RT B PART AI' 1PART B r LO . SECTION A —A PART A PART B (I' X 1' X 1/8' TUBE) (1 1/4- X 1 1/4• X 1/8' X 3• ANGLE) STANDING SEAM PANEL GAUGE LOCATIONS RC42 STANDING SEAM GAUGE BAR ASSEMBLY DETAIL RC43 SA I SA USE WOOD BLOCKING To ELEVATE AND SLOPE THE PANELS IN A MANNER T14AT WILL ALLOW MOISTURE TO DRMN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE AREA BENEATH PANELS WITH POLYCN E OR A TARPAUUN TO PREVENT DIRT AND DORIS FROM ENTERING FEMALE SEAM. yRTY H2UNpN xWrrtWx A LXIAV Avo CAWALY MgiY MFA BLOCKING —PANEL BUNDLE POLYETHYLENE OR TARPAUUN PANEL STORAGE RC51 STANDING SEAM I SA s/RT' PnEcwiatk SmT Vp1 M 112 tlEN OI IdILS BpXG IpYFD 9( IN( TYPE HITTING oEMQ. BE AYiENEFP xM`e5 N10 Ff2T LYA3 OFF NWW4 LOMS DETAIL "A' SPREADER BAR RIGID FRAME PURUNS BLOCKING (TO PREVENT PURUNS PACKAGE FROM BLOCKING ROLLING OVER UNDER WEIGHT OF PANEL PACKAGE) PURUN DFTyA_ TER TO FACIUTATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE UFTED AND PLACED ON,THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURUNS FROM ROWNG OVER. DO NOT SUOE BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKLIFT; HOWEVER WHEN UFTING PANELS IN EXCESS OF 20' IT IS RECOMMENDED THAT A SPREADER BAR AND SUNGS BE USED. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL. MARKINGS AND STAGE BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDUNG AND SPEED THE ERECTION PROCEDURE PANEL STORAGE ON ROOF RC54 AA 53PCIT/Now Rd10 p� In CAR BE SHEETED SIMULTANEOUSLY. IF WE ROOF OF THt UlwlNc 11,12rmmunlwL aevui pMERICAN'S STANDING SEAM 360 PANEL ROOF SYSTEM HAS UNIQUE SIOEIAP SEAMS THE SHEETING C VIEGIN AT EITHER ENDWAU_ HOWEVER F THE BNG IS NOT SYMMEiTiI ABOUY S3PC-1 Y/O IIBMf HDO6 CUP FASTENER ROOF FASTENER WHICH ENGAGE THE ADJACENT PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE RIOCE OR IF E BUILDING IS SINGLE SLOPED FROM THE EAVE TO EAVE, THE SHEETING M ST �12X1 1/4 SDHH R14X1 SORE OR THE PANEL IS ATTACHED TO THE SUPPORT FRAMING BY A SPECIAL STANOING SM 350 BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. U2XI DR SDHD wY eE 14X1 SDHHW PANEL CUP WHICH IS INTERLOCKED WITHIN THE SEAM AND FASTENED TO THE PURUN SIDEWALL URFD RW ern a"Y WITH SELF—DRIWNG FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE AF"WRE) FO TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. 53R ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SFiDI 360 ROOF PANEL SYSTEM. t SHEETING DIRECTION 1 L OR S3P 5rI1RT FAFLIInoIG ug TXE raRr¢cT TOLX RX SUM A� CLOSURE/ THERMAL BLOCK (LOF RIDGE — _ FHDWAIL SC-0 v TH—I STANDING SUM 360 PANEL CUP a 53P er STANDING SEAM 360 HAND/UVE 5 AMER 53l Y STANOIN •S dM - - - - STANDING GEdM L4P QTIFFENER META FA COS LR M A 0 151D OS R SSLS-1 SSMC—I SSMC-0 a gE5L55❑TpgEGG p SIOEWACRLL p Fq E Uy5 STANDING SFAV PM015 M ENEP/L ARE MINN! Fdt THEW TENDENCY TO RUNBIE pRE pESIGNGE1T0 R SE�GEFENEFROM ��N[E�PANGEII.�STUN TNDIHE NEXT. 'N HIM W P U MTEN B NOT USED. SMNDNG SM D AND 3W ME NO DFFE1311T. GNFM UWs WHQI SEE ERECTION DRAWING STAGGER PROPER ENOIPP LOLAilONS. UNDER NO CRCUYAONCES SHOULD STANDING SEMI N OR 300 BE USED WNHOUT EVNNE xrrNtuw wrLmras STANDING SM 360 PANEL CANDING SEAM 360 PANEL SM NSUUTON BEIWEN THE PMEL AM THE PURUN/BM JM7. BASIC PARTS AND PIECES RC61 STANDING SEAM 360 TOOLS RC62 DIRECTION OF ROOF PANEL ERECTION RTA -STANDING SEAM 360 TA TA STANDING BEAN 360 TA __ - _ _ _ _ .. _ _ - STA1us _ _-_ _ EUFAULA- _ ..ALABAMA RE NO.VISIONS- CHARLIE'S DODGE - - ]FOR CONSTRUCTION DRAWN BY: STAN 10/21/05 U.S. 'HIGHWAY 1 , [ ] MR APPROVN. CHECKED Br: Fi. PIERCE FL , [.] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY C ] TDR PRFLINuwLr oEICN aPPo Bf: - ANDERSON-MOORE CONSTRUCTION CORP DRAWING. RLv.No: E`en RT cTAN 10/21/05 11:1D:3B Ver. 25.1 - NUMBER: SED-012 0 OVERLAP PING RIB OUTSIDE PRIS RIB OVERLAPS ECEEDINC PANEL) 4/_ -� J BEPRINC LEG BEARING lLC (BEARING LEG GIVES SUPPORT TO SIDELAP) DETAII "A' DETAIL "B" srcx Pac ON: I w PFE.N: W NOT MP 0 Wf1 OF DO NOT MP ON P"N P.Q. &NATO SNP ON UNIT MLY SEW,EO MIN M 9l.& FASfE M LONG SPAN PANEL IOENTFICATON MARK NUMBER EXAMPLE YL3P 2244 - 30._q 30'-0" IN LENGTH 24 GAGE (22, 24, 26, h 29 GAGE AVAILABLE) ONG SPAN ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER. UNLESS FIELD CIRCUMSTANCES DICTATE OTIRERWISE, INSTALLATION OF PANELS CAN PROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS TIE OVERLAPPING RIB 15 LAPPED OVER THE BEARING RIB. PANEL MARKING AND SIDELAP DETAILS RC63 LONG SPAN BB AMERICAN ROOF AND WALL PANELS LOCKING CIPMPS WITH 1/2' SQUARE BAIT AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, UPPER STANDING SEAM PANEL �(4" LONG) WEl0E0 TO TOP AND BOROM PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. STANDING SEAM PANEL CIAMP MALE RIBS AT ENDLAP PRIOR TO INSTALLING FASTENERS CLAMPING DETAIL AT ENDLAP RC66 ' STANDING SEAM 360 TA LONGSPAN PANEL (TYP.) WALL STITCH FYSTENER(S (TYP. AT SIDEIAPS, SEE NOTE 2 G14T/ 2'-0" O.C. X7/ ALL METAL PANELS PRE SUBJECT TO SOME DEGREE TO LOCAUZED DISCOLORATION OR STAIN WHEN WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER. DUE TO CUMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS OFTEN CALLED WET STORAGE STAIN. THE STAIN IS USUALLY SUPERFICIAL AND HAS UTRE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER. MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE THEREFORE, IT IS 'IMPERATIVE THAT ALL THE PANBE ELS) ATPONCE AND STOREUPON RECEIPT OF ME ORDER. INDRY, WARN PLACE, IF POSSIBLE MOISTURE IS PRESEM, DRY WHEN WOUND OR UNCRATING ME PANELS, LIFT. RATHER THAN SURE, THEM APART. BURRING EDGES MAY SCRATCH TIRE COATED SURFACES WHEN SHEETS ARE SUD OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SUPPERY WALKING SURFACE. WIPE DRY ANY OIL THAT HAS FUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, MOST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF ME PANELS. PANEL STORAGE NOTES 1 RC95 AA GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE-ORILUNG HOLES IN THE SHEETS AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1//B" OR 5/32" DIAMETER DRILL BR FOR SHEET TO STRUCTURAL FASTENERS. AND A 1/4" DIAMETER BB FOR THE SIOEIPP CLEARANCE HOLES. CLEAN METAL FUNDS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. THE TEMPLATE SHEET SHOULD BE LAD OUT IN ACCORDANCE WITH THE BUILDING ERECTION DRAWINGS. SINCE PRE-DRIWNG WELL "HAND" THE SHEETS R IS NECESSARY TO SELECT THE END OF ME BUILDING FROM WHICH THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST THE BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURUNS OR GIRTS. DETAIL "A" PRE -DRILLED TEMPLATE yRTf pNEOWgM. KNOXCKN OSIN .VPIM4D flE PxOTErnm MrtN awWwc wmu M FIEOIPK ARM o1O6. NOTE: SEE FASTENER LAYOUT NOTE: WCOS/PB 1. WALL FASTENERS) REQUIRED EWA.L STACKED SHEETS TO AND ENOWALL GIRLS, BASE ANGLE. G . - - BE DRILLED STRUT AND CABLE ANGLE. FASTENER LAYOUT LA LS SHOWN ALSO APPLIES FOR LINER AND PARTITION PANELS. ' 2. PANEL STITCH AS SHOWN REG-D. LSIFASTENER(S) LONLYAPS AT PANEL INGElAPS OR AT FLASHING -- LAPS AND FLASHING TO PANEL CONNECTIONS. � NEEP ENDS OF PANELS. PUGNED FASTENER LAYOUT WCOS PRE —DRILLING FOR FASTENER LOCATIONS WCOB LONGSPAN WAILS I AB LONGSPAN IT WALL PANELS I AB DO OT !mP.ON IU6 M .IL ILWAn =P ON PAT "YNCE MALE EDGE DETAIL "A" NOTE: PANELS ARE DIMPLED AT BOTH ME FAASTENER LOCATIONSU T SED MEOR PANEL ENDIAPS ONLY. STANDING SEAM 360 ROOF PANEL NOTCHED InraT-n-Trm END 7FE'A'LE DGE DETAIL "B" �)1 TYPES OF STANDING SEAM PANELS S311 - NOTCHED FOR PANEL LAP. LOCATED ON RIGHT SIDE OF RIDGE S3L - NOTCHED FOR PANEL LAP. LOCATED ON LEFT SIDE OF RIDGE S3P - UNNOTCHED. LOCATED ON EITHER SIDE OF RIDGE POSITION VISE GRIPS AS SHOWN AND SQUEEZE HANDLES TOGETHER TO SEAM PANEL._ THIS TOOL IS TO BE USED AT FEMALE LEG AT ENDLAP DURING PANEL LAP INSTALLATION (POSITION VISE GRIPS AS SHOWN BEFORE INSTALLING ANY FASTENERS). STANDING M 360 PANEL IDENTIFICATION MARKU EXAMPLE 35i �� 30'-0' IN LENGTH 24 GAGE RIGHT 510E LOCATION STANDING SEAM 360 THE STANDING SEAM 360 PANELS MAY BE DELIVERED WITH THREE DIFFERENT MARKING PREFIXES. PANELS MARKED AS S3P WILL BE VOID OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE PANEL OF ANY SINGLE OR MULTI -PANEL RUN. PANELS MARKED S3L AND S3R WILL BE NOTCHED FOR PANEL ENDLAPS ON THE UPPER END, AND WILL BE THE EAVE PANEL. OR THE INTERMEDIATE PANEL OF MULTI -PANEL RUNS, AND WILL BE LOCATED ON THE LEFT AND RIGHT SIDE OF THE RIDGE RESPECTIVELY. PANEL MARKING AND NOTCHING RC63 STANDING SEAM 360 1 TA I2"(TRIP.)) ljJj �I I �J L �_ ISE GRIPS — — — 3 4 1 1-� I PART "A" (1/8" PLATE) m PART 2"(TYP.) L U1 J 3LJJ — . PART "B" (1/6" PLATE) III�J.Y�HUIMN SPECIAL SEAM LOCKING VISE GRIPS RD11A I SPECIAL SEAM LOCKING VISE GRIPS RD11 STANDING SEAL) 360 1 TA I STANDING SEAM 360 TA BACKLAPPING THE PANELS 1' OR 2'IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS 15 DONE WITH THE LAST PANEL INSTALLED. ON THE ENOWALL THIS IS DONE AT THE RIDGE AND WILL BE MANKEO ON THE ERECTION DRAWINGS. �pt NOS $ �0 NOTE ENOWALL PANELS SHOWN, SIDEWALLS PANELS SIMILAR LONG SPAN III SHOWN, ARHITECTURAL III, ARCHITECTURAL V RIB AND MULTI -RIB PANELS SIMILAR PANEL BACKLAPPING WC75 ARCHITECTURAL III, ARCHITECTURAL Y RIB OR LONG SPAN WALLS AS Pm,,,S7l �,,,�._. )SCALE: , NONE. CHARLIE'S DODGE_ C ] FOR CONSTRUCTION DRAWN EY: 'STAN IO/21/DS U.S. HIGHWAY 1 ' C ] FOR APPROVAL CHECKED BY: FT. PIERCE, FL CP] MR PIE FOR PREUMRINWY C 1 DESIGN APPo BY.1 ANDERSON—MOORE CONSTRUCTION CORP DRA RICAN BUILDINGS COMPANY 11251102 SED-013 REV.NC 0 YZRr vlAwmaN; FASTENER AND WASHER WALL FASTENERS MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS wow OR OTHER MEANS (BY OTHERS) yTEn vxEcwtlo+ 16 xM TLE JOB$ MAY BE USED TO ATTACH wavxms sxwm eE TxA1xm ix INSULATION (BEFORE SAVE CLOSURE THE I&L I mmMN Fxartaaxm + 7� ➢Esca1.Nx 1 1/4 JlfS N Ixwo aYtT #12 x 1 1/4 W4 FLASHING IS ATTACHED) NOTE: Fax ME we5. sEv CRIUMG a w sR4 xv W uNvx Ip 1/e MAT sVP IXIWN MWN ME. MEx IM ROOF PANEL _ FOLD INSULATION BACK ONTO INSULATION fx51FHm mmaur W.wER 7 _ }•p' FAy1EME WON . /Mn xAa1wlut 1/4�01 uuw xa ltax 1/4 soart4 _ L BETWEEN EAVE ITSELF FOR MSTRUTSIAND DAwwc IAxs Avo aawwc APH1f2B0N ROOF PANEL IT MUST NOT BE FANFL wNNEwws j, 1Mma o�wmix�c t% 12 u _ "'"""111 EXPOSED TO THE WEATHER. wxtx GOOm ETc F.- stPaGllmzL PTT,..MM L — INSULATION TRIM INSULATION EAVE CLOSURE FLASHING I II TURN VINYL BACK.. INSULATION • tlTFEC_ II MUST NOT BE EXPOSED TO a/tx ODuOm aver Mm uuxm ➢ESLB®aB WEATHER. Ux a GMx WTCWXG xv x�w ..a Sxv-1 i¢r �we�N W.N srETL wx HIM WALL PANEL NII � \1 IaV , WSIFIIER MMwf wA91FA fASRNFA MMw! P IVxI( xa /13%t 1/4 sww �y{Aag) KZMI xa /1m 1/2 /z . s0am _ _ smEucxtmO wrw[clwI DOUBLE SIDED TAPE (BY OTHERS) II II I T/16 TO ATxueluML caxlxn LA (sPEcv.E ��= xEwlao) fP,B1fdBG1 TO BE USED TO SECURE INSULATION. 1 Leg ET ) Av¢E amrs. urE Awt, TIII]DIF. m. 1 THAN t/t �° � d AMa w ro AVR AT[a c t/zT EAVE SUPPORT t I FRID SlalcfUw4 ATTAPIIIFNR PUSHING j�D FSE-1 I : dd. . PAVE STRUT BASE ANGLE J ��6x T/e• B-R 11a x 1/z J.�tl WALL PANEL sOF OIULOxc cwaR unroaxc m xFIS g sETF TrsrtxG rlxew srtu 1m1 OR TRIM INSULATION AND _ FASITNm wiII10 MA91m VS FAsltl:m Mmaur wAswR Ito x 1 t/z uxal x0. /14XT/a s01w uuac Na JIMI/z sTNN `TAN.G w,zmm MT. HEX xFAS FLASH TURN VINYL BACK. INSULATION ABED irvnnx uua xa 11mt 1/x sTtwx MUST NOT BE EXPOSED TO WEATHER. CWxEG11M5 IMa aixm 9aET Ta MNaaw JWB YUWaNS� P 1 CPVNEC I'mas m tl a SRNGNME (t/4- MIX Hm SwNET xE aIv,) N NOTE: ALL HEX HEAD SIZES SHA0. REQUIRE A 5/16- HEX SOCKET UNLESS NOTED. tau BASIC PARTS AND PIECES WC61 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN001 SUGGESTED INSULATION DETAIL AT WALL PANEL BASEIFAIN02 LONGSPAN WALLS AB BUILDING STRUCTURAL BUILDING STRUCTURAL BUILDING STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03/AA CLAMP AND WOOD BLOCKING UNE (GIRT UNE) LINE (GIRT UNE) UNE (GIRT LANE) INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE BY OTHERS (SUGGESTED) 1/q• +/2• + 2 PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING ERECTION NOTE PACHffECTURPL PROGRESSES ALONG THE WALL. - 1 17/32• WALL MAN FASTENER(5) Y RIB PANEL WOOD BLOCKING $12X1 1/4 INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE 1. ALL AREAS WHERE MASTIC IS S BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD _ 1'-0' O.C. PANEL RIB WITH THE STRUCTURAL OR GIRT LINE AS SHOWN. IT 15 EXTREMEC/ DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL 1 IMPORT TEAT FIRST WALL PANE BE INSTALLED PLUMB,USE A SPIRIT INSURE A G000 SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. _ LEVEL OR TRANSIT ON EACH PANEL R IS RECOMMENDED THAT A SMALL. 3 ' WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE APPLY 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT. DOUBLE SIDED TAPE ,z LONG SPAN WALL MAN FASTELER(S) ARCHITECTURAL WALL MAN FASTENER(S) THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL BE USED TO SECURE THE INSULATION TO THE EAVE AMEYICMN BUILDINGS COMPMNY �06 PANEL Q12X1.1 D.C.PAN0. e11-02XI 1/4 D.C. STRUCTURAL WALL MEMBERS BEGINNING AND THE TOP HOST ATTACHMENT AND IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. FASTENER SEQUENCE 1 SII`i{100 CE MAIOR RIB (OVERLAPPING RIB) 1 -O .0+ -0. O C ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER WE ANGUENCE). DIpE 6MCHING AT BOTH nEMOVE THE WEDGE/SPACER BEFORE ATTACHING PANENDS WORKINGTOTO ME�MIDDLE_ 3. AU_ EXPOSED WEATHER TIGHT CONNECTION NERS SHOULD IN ROOFN�WALL AREAS WHERETE ME SEALWT RME MOST APPLICABLE. OT ARCH. Y' RIB PANEL THE PANEL THIS PROCEDURE PROMOTES -OIL CANNING L WHEN FIELD CUTTING PANELS OR TRIM 00 NOT USE ABRASIVE SAWS OR OTHER sw IM¢vznpN: OYP. U.N.) CURING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES." ax MNL cmrs Gx LAVE _ INSTALL THE NEXT PANEL BY SIDEUPPING THE RIB WITH THE FIRST PANEL (AS VOID _ I' sTxVrs FWWRE To AaxOs LONG SPAN PATIO. BEARING RIB BEARING RIB ), WARTHESRgNTIE5.0DUSEI DOULL BLE CUT SHPEARS. NIBBLERS�OR OTHER CISIJRINGDOEVICES ro Tws PxEwmw KAr OVERLAPPING SHOWN CHECK FOR PLUMBNESS AND'FASTEN THIS PANEL IN THE 54ME $ x6N.T IN A YMd15 xwxY MP• U•IR•) ARCH PANEL Rig OVERLAPPING RIB MANNER AS THE FIRST PANEL. CONTINUE TO SHEEP THE WP11 USING THIS S (1YP. U.N.) PROCEDURE. CUT PANELS AT DOORS, WINDOWS. LOUVERS AND OTHER WALL WHICH 00 NOT PRODUCE HOT MEAL PARTICLES OR BURNED EDGES. _ 4 I OVERLAPPING RIB OPENINGS 15 REQUIRED. �i BEARING IFB RIN EQ EO E0. SHEETING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND I 1 E0. E0. CE rt CONTINUED TITHER IN TIRE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/B•0 HOLE 1/B-0 HOLE 1/B•0 HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF ' THE PREVAILING VIEW THE OVERLAP LINE AT THE SIDETAP OF EVERY PANEL 1 ARCHITECTURAL Y RIB PANEL LAP WILL BE LESS VISIBLE. THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAW BUNKEf INSULATION LONG SPAN III PANEL LAP AND pRCHITECTURPI PANEL LAP AND PRE -DRILLED HOLE DUAL PRE -DRILLED HOLE DUAL AND PRE -DRILLED HOLE DETAIL PREMUNG WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD (BY OTHERS) LONG SPAN III PANEL SHOWN, SIDE (DOWNWARD SIDE) OF THE PANEL RIB. ARCHITECTURAL RIB SIMILARRAL III PANEL SHOWN. PRESHOWN W OVERLAPPING RIB FORS E SCREWS WALL PANEL INSTALLATION WC64 ERECTION NOTES RC91 9 LONG SPAN AL MULTI -RIB, E - AS SHOWN WILL INSURE D SCREWS PRE ALIGNED. $ ARCHITECTURAL V' RIB PANELS SIMILAR NOTE TO AVOID DIMPLLNC DO NOT OVER TORQUE LONG SPAN III, ARCHITECTURAL III, MCHIIECNRPL Y RIB. OR MULTI -RIB WALL PANELS AB LONG SPAN BA 7 SCREWS. (6) STRUCIRAL FASTENER(S) 012 X 1 1/4 JAMB ERECTION NOTES: CLIP 3 1. ALL AREAS ERE MASTIC IS TO BE APPUED SHOULD BE WIPED CLEAN WITH A MILD CL- DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL CL-4 (12• JAMBS) INSURE A GOOD SEUNG SURFACE AND IMPROVE WEATHER TIGHTNESS. GIRT BUTTON HEAD BOLT AT EXPOSED HOLE LOCATION 2. ME BLANKET INSULARON MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE (12-,IAMBS ONLY) 1/P•0 ANCHOR BOLTS BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY (BY OTHERS) 4 1/2• IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. 3. DO NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT CUP 0 THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDUPS ONLY. _ CL-3 BASE ANGLE A 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST BUTTON HEAD BOLTS(MELD NOTCH) WEATHER TIGHT CONNECTION. 1/2.0 X 1- O S. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING MERIOOS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND VOID ANY SECONDARY BOLTS WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEVICES 1/2 X 1 1/4 A325 - - MICH 00 NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. - - - - - JAIJB _ ! BUTTON HEAD BOLTS REQUIRED 1 AT STRIP WINDOW _ERECTION NOTES — STANDING SEAM RC91 JAMB TO GIRT CONNECTION OF�01 JAMB BASE CONNECTION OFF111 _ . SA SCALE: _ _. NONE- DATE - __ _ _ _ _ EUFAULA _ - • kLAEIAMA STATUS CHARCIE'S DODGE; 7[ ] FOR CONSTRUCTION DRAWN -BY: 'AN' 10/i1/05 U.S. HIGHWAY 1 L ]FOR APPRovA• CHECKED BY: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [.] FOR PERMR ONLY ] FOR PRElmINARr DESIGN APPD ar: ANDERSON—MOORE CONSTRUCTION CORP DRAWING, 11251102 SED-014 REV.NO. TAD ST: STAN +o z1 os 11:1o:4s Wr. 25.1 IN 0 A S'3£IY PAfLYtll EDGE OF GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS pj w rror srw. sn oR RA1Y9 an'cMi aRrs m uvc s,mns Pxw¢ ro _ SIPH I. m Tws PRE6W16N MAY RFw- In ♦ 2 3/4' (B' JAMBS) mans lNNR/. 3 1/4- (9 1m JAMBS) (� CUP $ —4 I. OVERHEAD DOORS ARE FEW LOCATED. CUT STANDARD PANELS AND GIRTS AS 3 3/8" (12" JAMBS) Cl_3 CL-10 (12- JAMBB) I I 2 1/2 REQUIRED. A - -1 JANB _ STRUCTURAL BOLTS 3/8 DOOR WIDTH / 2. MAXIMUM HEIGHT OF DOOR IS 2'-0' LESS THAN EAVE HEIGHT. -1 HEADER 1/2 X 1 1/4 A325 GIRT DOOR WIDTH I y ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. AMB SQUEEZE CUP CL-T (B' M CL-8 9 1/Aa"JAMB— _ — S — — — I I TYPICAL ANCHOR BOLT LAYOUT 4. JAMBS MUST BE LOCATED A MINIMUM OF 1'-O' FROM CENTER LINE OF COLUMNS. • CL-9 2 P CED BAC I TO BACK FOR 12" 8 I I I O oo JAMBS) o STRUCTURAL BOLTS • 1/2'0 X 1 1/4" A325 2 1/ 2 3 GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS F BUTTON HEAD BOLTSI 1/2 X I A30] FLOOR FASTENERSI I I 1/21_4FINISH 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD'ZSTRUI1/URAL CUTTING. O0 I FINISH GRACE JAMB SQUEEZE CUP B '"••�•'y 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. ((B' JAMBS) ,IAMBL-] CL-8 (9 1/2' JAMBS) 1/2"0 ANCHOR BOLTS CL-9 2 P CEO BACK (NOT BY AB.CJ TO BACK FOR 12" FIELD CUT AND FEW DRILL GIRT JAMBS) SECTION "A -A" :AT FIELD LOCATED FRAMED OPENINGS GIRT TO JAMB CONNECTION OF16 HEADER TO JAMB CONNECTION OF21 FRAMED OPENING ANCHOR BOLT DETAIL OF61 FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 AA SIMILAR AT SILL I AA AA I AA DIM 'A" = 1'-4- STD. (MAY VARY) GIRT DIM "A" - 406 mm STD. (MAY VARY) sum mECWllox: •uamRs sxwRn A]RM5 MTiR aD.TS MEIR HAN)DYe YETN. JAMB'S mx sx�Ro COLD FORMED SHOWN STRUCNRAL 51MILPR COVER FLASHING JAMB GIRTC W�MAN FATENER( SILL FLASHING COVER INC (OPTIONAL) COLD FORMED SHOWN FA06E O EGIRT STRUCTURAL SIMILA DOOR HEADER W COLD FORMED SHON STRUMRAL SIMILAR WALL MAIN FASTENER(S) I I 1/4 1'-0' O.C. V-01—Z IIT JAMB FLASHING FIELD CUT GIRLS i SEE OT92AB FOR FIELD LOCATED FRAMED OPENINGS o DOOR JPMB I SILL BASE AN (VARIES) HEAD FLASHING I I COVER RUSHING (OPTIONAL) SEE OT91AB SEE OT92AB I COLD FORMED SHOWN WALL MAN FRASTEHER(S) STRUCTURAL SIMILAR BASE ANGLE I 2X O.C. I WALL PANEL (VARIES) i AMB • LONG SPAN III WALL PANEL SHOWN — — — — — _ - MULTI -RIB PANEL SIMILAR I DOOR WIDTH _ FRAMED OPENING KEY OFOA SECTION AT HEADER AND COVER FLASHING OT21 SECTION AT SILL AND COVER FLASHING OT22 SECTION AT FRAMED OPENING JAMB OT26 'JAMB TO - AA AB AB LONG SPAN III OR MULTI -RIB PANEL WALLS AB GIRT CONDITION OT21 AB HEAD F HING SEE NOTE JAMB FLASHING O OT26 OT26 OT2fi - i AC I _ V 2 2 a SILL FLASHING OF REQUIRED) NOTE- SEE NOTE - - _ — — FINISHED FLOOR - WALL PANELS BELOW SILL NOT SHOWN FOR CLARITY OPENING WROTH WALL PANEL MOTE: FIELD SUT PANELS AND SUDS HEAD OR SILL FLASHING BEHIND PANELS Sy EETING AND FLASHING ELEVATION ARCHITECTURAL III, ARCHITECTURAL Y RIB. LONG SPAN III AND MULT-RIB PANEL WALLS I AB _ _ __ ___ _ >_ -. - DATE N0. - _ ,_'. REVISIONS -- _ - MADE CK'D DATE- ENGR - DATE -ORAWNG-BUBMmAL S CALF: _ - NONE _ DATE _ . - ., _ _ _ _ .. - .. - FAU - _ _ ____ c _ Ell LA . ALABAMA- - - - ,suTus" CHARLIE'S �f30DGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP - - AMERICAN BUILDINGS COMPANY - _. _ FOR wnslRucnoN () FOR APPROVAL (q FoR PERMIT ONLY (7 FOR PRFLIJINARI DRAWN BY: srAiR 10/21/05 CHECKED Br - DESIGN APPD Br: DRAWING. REv.No. NUMBER' 11251102 SED-015 O GAD BY: STAN 10 21/05 11:10:50 ,Vm. 25.1 rr AN AMERICAN BUILDING IT'S READY. IT'S RIGHT. Customer Satisfaction is #1 _ - SERd�c.� �[B�►moo 3) QE,,: 2 *, A.B.C. JOB NO. �� 2 Safety Commitment American Buildings Cenpany strongly recommend hat safe working conditions and accident prewdiod prxnos be de top prbrityon anyjob St& is al,stuteand federalsafelyand heath staiderMshould always be bllowed to help insane wode safely. Make certain all employes Maw the safest and most productive way of sneezing a buitd'n& Fmergehcy telephone numbers, loatiop offina aid stations and emergency procedures Should be (mown to all employees Daly meetings highlighting safety praredures. be use of had has, abbe Is shoe fin roof wale proper equipment our handling material and safety two, where possible we recommencN mccon practices. American Buildings Company intends that these precantiom be muspreled and administered with Sound Judgment consistent with good safety practices. 0-o-25-7 AMERICAN BUILDINGS COMPANY Your Safety at Work Employee Safety The safety of each enplayee Should be Me'Number I" requirement al each Job she. Amafe w rk prang Csmf afftl BlY carom n; h e each emplahae be.m et trained and wpevised n cafe winklycp If you feel der you haze not berm pronely boned. safely Procedwes m ere not being praperN wpevised. contact your wpervba. YWileaworkranemhbe: Work on esdrould be kept clean and aderlyatell Nines. Ica proper ool usage may result h injury. Make macro hat the motet tool available and issued for each phoce of buildingeredion. Rewmwo6Mmnotinu toheirpropsplaes A form conaretrrpmt w enployee sufeNls the firs) step in eah wcaaful builtlh8aedion. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY u° -------------- Remembcl -_Daily nMings highlighting employee safety procedures will reduce the cumber of employee accidents t Your Safety at Work Your Safety stwodc depends on far dings: 1. Mowingwhaheham%ae z. Mowing 1pww Plotecty.rself 3. Thinkngandach,safeN A And... YourreMArkas Safety 6 Your his This publication will help to ken6N some ofthe hazards and will suggest some of the ware in which erect.. can protect buzrsa s These brochure. hosseM. we not complete and Should not be relied upon as adus Mlomprtlhersh mdb Mincenra. U ing emN)au ean Propel ymaself bymakhg wrewu recognize all of he hand; and byhinkng am artin8saely. ... Md Ym r Cwwrker's Job Since Sour cowaden's unsefe bduvior cat endanger you, help hem act safely too. READ AND UNDERSTAND ALL SAFETY PRECAUTIONS If You Don t Understand — ASK Impatarb lfMare issomething Yau don't understand, get help hamyoursu"Maor. Your Safety at Work Moving or Li(bng Loads Staywelliamcleaofarymovingload. Kephandsandfeadeaatalltinus Workers should be trained to cruelly aces the points of able atlahment antl in the mmect and safe cuberm of lifting equipment. 05HA pprmcd had has, steel toe Shoes with metaasal guard and eye protection Should be warn a al liens.. Stay in Iheciem of any lifted load Make gain al boning 6 propeh• brand or guyed before IlhinB fins aeremmed. STAY WELL IN THE CLFARI �d Sys alnon s' k q rF -_ — Remembenl tA'baily greetings highlighting employee safety procedures sell endure lye number of employee, accidem& Your Safety at Work Coned Tool Usage Melee Certainhem mtool6aenable andusedf eaehphaseofbuildingerection. Wod,s should maintain a firm, safe poStim whin using my tool and acmwtant awareness of heir loratiw to he roof edge Llse approved tieoth, netting Or rob whet working on roof wrfas Owe, wire rape fa brain strands, brokenwireandkmkin& Replacedamated.unsaferm ebnmediaely. Personal protection equiprn entshould always meet OSHA stmdads. ANwsweaapprovedeyeprotecgm. Electrical too6 mustbe properly grounded. W not use electric) tools or equipmentwhile standing on wel ouch es. _ Return tools to their proper place when not in on. Don't allow bob, blacking or maeias to become a failing hazed. USE THE CORRECT TOOL FOR THE CORRECT JOB Reuemberl Daily meetings highlighting employee safely pahredurs will reduce the number of employee accidents Your Safety at Work PANELS MAY USLIO: Panel may be oiled and Sid,. at protects he panel coil Sod, and finished panels Form out during shippingandstmage. Der v.frastormyothernw6bbemryca pmelstobe SippeN. SamuentowiPe pane6cleanbefore invalatmh begins Wee rubber Is wok boos. Man out he roof, use 05HA approved nowcti. devices Such . safety lines. safety net or acatch platform UNSECURED PANELS MAY SUP IF STEPPED ON it pwyees Should be continuously waned to next step on a Single uosebred romf panel or a stock of roof panels laying onwatch Of m the nalins. Secure each and wth camps at appropriate materemand place walFbaad; in he gat ofary panels not fully seamed to be Fungus and SoIporled by Panels. sah Sde. Walkboadshould tun w he toll length of he panel and be faened togsber by drilling a hole new he end of each board and tong it with rope b he ned board. INt a groove in the boom of such board so hat he board will lie flat and not tip back and firth berasu-of he rope. SAFEIYPRECAMONS All safety precautions referred w throughout h'w publication, At OSHA safety rmuiremml a other cusbmaym swutory, requirem.ts.,the adhered to in ode b madmi. employee safety. Daily meetings dscribhg safe work procedures, use of hard hot, rubber is shoes for roof work props equnpment far handling material and edge, ofroof protection desics we remtrmentled eredim prazires. Your Safety at Work SAFETY PRECAlXpONS FOR ROOFING WORK American Buildings Company strongly recommend; that erection employes be conM1nuausly, trained and retrained in We and productive work packs. Working an the roof area in lye imalladon of roof sbumaIs, ineulahm or roof panels requires proper training, correct equipment and constant alertness to minimize the danger of falls. Hard nab should be worn an job sites to prevent injury from falling objects. ._ Wwke ouldalwaysbeawareofheir Iocatiobbherwfedge. Safe work pactires on the following erection duties should be carefully reviewed with erection crews pd., to beginning each lob. - PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Roofpaneh must becompletelyanadhed In the purlms and to panels. sits side before heycat be a safewalkingwrfae. PanialNanshedairunan rut panebshouldne,sebewakedcal M NOT: 1. Steponribatedgeofpmel b. Stpneaceaseinribaedgeofpanel 3. Step within 5 feetof edge at unsecured panel. Roof panels must nest o be usularwort Plffi An OBFIA approved mnwaY az rpedfied m 'OSNASafe>.v and Hmblr Reguloaomfor Yie Covsmceonlarbafry" should beused fmpletfxon woeL Interpretation American Buildings Comparry diScid. any rsmosibilih, for injuries or der nague which may rest It front he interpretation and implementation of these Safety and suction practices since he xWa section operations and condiBons ere beyond American Sufldfng Counum s consul. R is assumed the only a ishe waif, Mawlecipable erctorswth trainedaewsand props equipmentwill be engaged to do he erramon. Itisenphasized hat %msian Building Company's'a manufacture ofineal build'mgeompments and 6 not engaged in he section of Its products. Opinions Wrsed by American Building Company ebmd auction practices one intended b present only a guide as to how be components should be assembled to create a building. The apsience, epstise and Skills of he section news as well as the equipment available for handling the mebl determines the quality of reaction and he ultimate customer satisfaction of he completed building. 'uYyy` AMERICAN BUILDINGS COMPANY I GENERAL FOUNDATION NOTES AND CONCRETE DETAILS I AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSLBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. WE FOUNDATION DESIGN SHOULD BE DONE WIN DUE REGARD TO ME SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTWL JOBSITE 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY M A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF ME VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED M DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. RDNFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED ALTO THE FOUNDATION DESIGN. DE HORIZONTAL IIHUST AT THE COLUMN ME ACTING IN CONJUNCTION WHIN APPUCABLE VD2fICAL REACTIONS. MUST BE SUSTNNED BY HARMS. PE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEWS. S. COLUMN FOOTING SHOULD EXPEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL OR WHERE FILL IS USED, THE TILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND. TO THE NATURAL GRACE IN ALL CASES THE FOILING SHALL EXTEHO AT LEAST 6 INCHES BELOW THE LOCAL FROST UNE 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 7. NE TOP OF THE FOUNDATION OR FLOOR SWILL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE t1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDNIDUAL COLUMN. All. OTHER DIMENSIONS SHALL HAVE A 41/8 INCH TOLERANCE 6. COLUMN BASE PLATER ME DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSNE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPUCIILY NOTED OTHERWISE ALL EMBEDDED STRUCTURAL STEEL (INCLUDING MOOR BOLTS), OTHER MATERIALS. AND LABOR SHALL BE SIPPUEO BY THE FOUNDATION CONTRACTOR. 10. ANCHOR SJLTS SHOULD BE AS SHOWN AND CALLED TOR, INCLUDING PROECTION FROM CONCRETE. DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF ME ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE D17MCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. .THE FRAME REACTIONS ME CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR BOLTS SHALL BE ASAP A307 OR EQUAL IN ORDER TO CONFORM TO AB.C. DESIGN ASSUMPTIONS BASED ON THE ALLGWMLE STRESSES GIVEN N THE RISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED ABOVE THE CONCRETE BEARING SURFACE. EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT ORS WHICH SHALL HAVE A PROJECTION OF I NCH. ALL BOLTS SHALL HAVE A MINIMUM TH6EAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR M COLUMN ERECTION. 14.OR ANCHOR RABOLT OPIAMETSRS MR BE 1/2 INN DIAMETER FRAMING AND SNOW LL FRAMINGME DENOTED AT RESPECTIVE ME PLATE DETAILS OR ON THE BOLT PLACEMENT PLC. ANCHOR BOLTS ME ANGLE FASTENER BASE ANGLE ((NOT BY AB.G) (MINWUN 1/4' o CONCRETE ANCHOR BOLT 5'-0' O.C. MAXIMUM SPACING OR EQUAL SY OTHERS) ANCHOR BOLTS (SEE NOTES 113 & 114) 1/2' 3- 1/2 FINISH FLOOR .f ANCHOR BOLTS (SEE NOTES 113 & {14) BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) BASIC MATERIAL SPECIFICATIONS PRIMARY FIRMA N'. ' STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIRMENTS OF ASTM A 36. ASTI A 572 GRADE 50 OR 55. OR ASIM A 992 WITH A MINIMUM WELD OF 50 M. STEEL FOR ALL BUILT-UP SECTIONS WALL CONFORM M ONE OR MORE OF THE FOLLOWING: A ASIM A 1011 SS, GRADE 55 B. ASTM A 1011 HSIAS. GRADE 55, CLASS I C. ASIM A 572 GRADE 55 D. ASIM A 529 GRADE 55 STEEL FOR ENDWALL 'C' SECTIONS SMALL CONFORM TO ASTM A 1011 SS. GRADE 55. OR HSLTS. GRACE 55. CLASS 1 STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 53. TYPE E OR S. GRADE B. OR ASIM A SOD GRADE B SECONRARY FRAMING STEEL STEEL USED TO FORM PURUNS, GIR S. FAME STRUTS AND 'C' SECTIONS SEAL CONFORM TO ASAP A1011 SS. GRADE 55. OR HSIAS GRADE 55. CLASS 1. OR IF GALVANIZED WALL CONFORM TO ASTM A653 SS. GRADE 50. CLASS 3, C90 OR HSLAI TYPE A GRADE 50. G90, BOTH WITH A MINIMUM TLD STRENGTH OF 55 M. ROOF AND WAMATERIAL • EXTERIOR PANELS SHALL CONFORM M ONE OF THE FOLLOWING: PANEFLR:AL MY BE ETHER 2fi OR 24M--ZINEC ALLOY -CARTED STEEL CONFORMING TO THE REQUIREMENTS OF ASIMA 792 SS, GRACE 80. PANEL MATERIAL WALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO ME REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 2 MATERIAL MAY BE EITHER 24 OR 22 GAGE r ( 1 HMS, TYPE ALOR'.B SRRDEN OMATERIAL MAY BEESFfiiE�R I6 OR 24 f�ENATION G90. CONFORMING TO THE REQUIREMENTS OF ASAP A 653 SS, GRADE BO OR PANEL NVOIERW. SHALL BE ZINC -COATED (GALVANIZED) STEEL. COATING DESIGNATION G90• CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS. GRADE 50. CLASS 3. MATERIAL WAY BE EITHER 24 OR 22 WE. BRACE MATERIALS BRACE CABLES: ASIM A 475. 7-STRAND ENS WIRE CABLE BC4 a i/4' DIA BC5 - 5/16' OU. BOB - 3/8- CIA BOB - 1/2- DIAL CERTIFICATION AND SCHEDULE OF DRAWINGS COMPIS LY TOOHE IF LLOWIN6 METCRIA UBUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY &B.C. ARE DESIGNED TO THESEDESIGNLOADS AND COMBINATIONS ME APPLIED IN ACCORDANCE WITH: SHEEr UMBER _ DATE REV. N0. SHEEr UM ER DATE REV. N0. Florida Building Code 200f ABC-1 10/19/05 2 E-11 10/19/05 1 DESIGN LOADS DESIGN LOAD COMBINATIONS ABC-2 10/19/05 1 E-12 10/27/05 0 0 + L METAL BUILDING DEAD LOAD (D) O+C + L COLLATERAL LOAD (C) D + W 5 paf On Rool Memban D+C + W 5 pal On SupParfing Frame 0 + 0.75L + 0.75W 0+C + 0.751. + 0.75W AB -I 9/27/05 0 SED-001-017 10/19/05 1 M-2 9/27/05 0 M-3 9/27/05 0 E-01 10/19/OS 1 ROOF LIVE LOAD ALL) O.SOD-+ W WiN Reduction 3f On Rooion Members5 pporting Frames As Pemdtted By Code 0.60(0+C) + W E-02 10/19/0 i WIND LOAD C4) High Velo? Hurricane Zone = No EXposuro (Tannin) Cata ory m 9. Urban and suburban rma. Wooded areas, or other termin With numerous closely spaced E-03 10/19/05 1 E-04 10/19/05 1 obstructions 140 mph BasicWind Speed (3-second gust) Encl.." Buildings E-OS 10/19/05 1 Enelosuro Classification Wind Importance Factor 1 E-06 10/19/OS 1 0ccuponccy/ Classification m NI bu0dings and structures that da not qualify as any other mom specific category E-07 10/19/05 1 BQFIALL FIELD WELDING IS TO BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH Al! ACTS E-08 10/19/05 1 BE � OIR WE WELD PROCESS AND POSITION REQUIRED. SHIELDED METAL ARC WELD ELE DES TO 2. THIS PROJECT IS DESIGNED M AN ENCLOSED BUILDING. ACCESSORIES (DOORS. WINDOWS. ETC.( BY OTHERS MUST BE DESIGNED AS 'COMPONENTS AND CLAWING' IN ACCORDANCE TO SPECIFIC WIND E-09 10/19/05 1 E-10 10/19/05 1 PROVISIONS OF THE REFERENCED BUILDING CODE. 1. UNIFORM BUILDING CODE (ICSO) - II FA-295-CARSON WHY. NEVADA PIANT. 2. N04NA - 3 MASTER PLAN FILE NUMBERS GABLE BUILDINGS : M-295147 SINGLE SLOPE BUILDINGS : M-295M LEAN-TO BUILDINGS : M-295144 3. WISCONSIN-/200232-M, 13 BASIC STIES. 4. CITY OF CLEVEAND. OMIT DOCKETS S-52-82. S. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO. CARSON MY & LACROSSE 6. NSC DUALITY CERTIFICATION, CATEGORY MB. 7. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE AND MR OGDEN, UTAH. 8. CAT' OF LOS ANGELES FABRICATORS LICENSE /1390 AT CARSON CITY PLANT. 9. CITY OF HOUSTON. TERM FABRICATOR APPROVAL /478. 10. STANDING SEAM B / STANDING SEAM 360 WIND UPUFT-CUSS 90 (UL 90) CONSTRUCTION NOS 93 AND 210A M US ED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 11. 336. 435 451. 487 & 56EAM 7 AS LISTED N UNDERWIND UPlJFTCLkSS MS 5 9LA�ORAATOORRIES FOOTINGNOS MATERIALS AND SYSTEM 01 ECi0R2 12 LONG SPM S LONG SPAIN 16 LABORATORIES PANELROCIFIWIND G MATERIALSUUUFF AND S SO ULD 9�0T CONSIRUCDON NOS ]I, 161 & 167 M USIED IN UNDI, 22 GA STANDING SEAM 360 HAS NET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. 14. 24 GA. STANDING SEAM 360 HAS NET FACTORY MUTUAL SIANDMD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND WAS BEEN TESTED IN ACCORDANCE WITH AST E-1592. IS. 24 At 26 GA LONGSPAN LIT WAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 16. 22 W. LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP M AND INCLUDING 1-180. 17. 24 GA LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. CORPS OF ENQNEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WTUI ASTM E-159Z _ 18. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE 14950 MEETS CORPS OF ENGINEERS GUIDE SPECFICATON 07416:- 19. MIAMI-OADE COUNTY. FLORIDA ACCEPTANCE NO. 00-0929.07 - 24 GA. STRUCTURAL STEEL 3' X 24' STANDING,SEVJ 360 20. MIAMI-DADE COMPY, FLORIDA ACCEPTANCE No. 00-0929.16 - 22 CA. STRUCTURAL STEEI. 3' X 24- STANOING'SEAM 360 21. MIANI-OADE COUNTY, FLORIDA ACCEPTANCE NO. W-0929.06 - = GA STUCTURAL STEEL 2- X 16' LOC SEAM 360 V. MIAMI-DARE MUM. FLORIDA ACCEPTANCE NO. 01-0802.07 - 24 GA. NON-STRUCTURAL (ARCHrrECTURAL) METAL ROOFING Z' X 16' LOC SEAM 360 23. MIAMI-DADS COUNTY. FLORIDA ACCEPTANCE NO. 00-1120.04 - 24 GA NON-STRUCTURAL (ARCHREMPUM.) METAL ROOFING 2' X 16' LOC SEAM 360 24. MWJI-DARE COUNTY. FLORIDA ACCEPTANCE NO. 03-0550.03 24 CA STRUCTURAL STEEL 1 1/4' X 36- LONG SPAN N ROOF PANE 25. MIAMI-DADE MUM. FLORIN ACCEPTANCE NO. 03-0550.05 24 W. STRUCTURAL STEEL 1 1/e X 36' LONG SPAN IT WALL PANEL 26. MOOR -WOE COUNTY. FLORIN ACCEPTANCE NO. 03-0530.04 24 W STRUCTURAL STEEL 1 1/4' X 36' ARCHITECTURAL I WALL PANEL 27. FLORIDA PRODUCT APPROVAL FOR STRUCTURAL COMPONENTS (FL694), ROOFING (FL704) AND PANEL WALLS (FL705). NO. - REVISIONS - - MADE CK'D - DATE JENGIRI DATE NTA _ - - RENSONS _ - - MADE CK'D 4ATE. INGR GATE - QHA,!)rvu puexmx S�EL -,NONE ' -DATE- -- - - -- - wrhvLn - • H_LgtlpMq - _ _ _ 1 .REVISED-DRAYANG SCHEDULE STAN 10/13/05; - - .. 09/17/05 AR CHARLIErS'DODGE' U.S'. HIGHWAY 1 (') FOR GaNSTRucooN' DRAWN Uhl.JLE- 2 REVISED DRAWING SCHEDULE STAIN 10/19/OS ] FOR APPROVAL CHECKED BY: FT. PIERCE, FL _ ] POTS PERMIT ONLY AMERICAN BUILDINGS COMPANY ]FOR %REUmilum DESIGN APPD EDP: JLE 69/27/o5 SERVICE SHOP DRAWING, REv.No. ANDERSON-MOORE CONSTRUCTION CORP NUNIBR• 11251101 ABC-1 Z-�8d [�)[Cv7i[[ '983GhnO 1'SZ'-A LI:LZRI 5O/C11O1 NYJ•A .Ay ew 'ON'A3a d2J00 NOLLO[181SN00 3KON—NOS2130NV '302I31d '.L-I :As OddY N]me AaIMWn3ad a63 [ ] A1N0 NWaid aO! [; ANtldW0O SONIO11118 Ntl01a31W :AB O3N]31q M31VaF1 . AVMHOIH 'S'fI N0NOOa1.9ND]N [.] SO/Cl/Ol_ W1S :A9 NMYaO _ NOILi nXNSNO3 aOi a3SIMH l 30000 S,3171WHO - /sl/O 9O l -MYO- �� - _ 'SNOISN3a . 'ON .._ _ --: SNOISIA3a - - 'ON - - 3NON - Smru _ " VYiVBVItl tllntldn3 _ - _ 31tlO :i�tlOS xlNrrens ONIMWO tlO ' 11ON3 O.NO 3Ot73 EMMO .Cl - .L 9-NO a313"O .L - .t 9-NO 8313ma .f - .f/t C-NO - I (NONYInSNI NORM W 3S W1 aOd) — drMS XLi]YdS rL 3dU ADO WN0 "a .f/Q -SLSMO AS -:OW A9 —A3019 TYIa3H1 9W309 ---3lMd ONIMS -^SfNM —"H -AWN OIOW . .. snO11NLLNO0 L3i1 NI3Nn - SN0003S .Ol Itl A111 - O31NnOW 3dO1S — O31NnOH wail -- ANN" - - - S3Wµ Ho'W - 3]Yd HLOIM MM OW A9 Sa3HLO A9 3NON , SNOIL'l3NN0] ON1,1001/=naS O1 W/ONMHS B ONNW %HMi/ONMl-is SNO3 IVMINIMHS OL 01,11 : Y e O!i SIC-- nbirsmTEW -- ON- SW- TWO d135 e/L • fl/ 3W Sa3N3LSYi Ttl - -- ON--- 53A O1A 53A- HOlm WWI AM 831411 Holm 3OYO 3d TWd IHO3H HLON31 001 NNYIB IIIN /M mm l K TWO d s 9/1 X Z11 a pn' TWd MOOYHS 801O0 3OYO 3d113Wd 1143311 NIOI iI HIOVL AlO W3H ONTWO dT3s 9/L X 1l '9 9N ON- S3A OY3H X3H TIHO MS f/I l X Zl Y WdSONO1 Ol S3A- eZ M3 ON- 53.A 9Z M3 a3HSYM /M WN X.3H TWO SGIS l X 1l/ M ON---53A a3HWM /M WN nH TWO d s l X fl tl - :NanL38 LnUSNµOO - :A1NO SMO913 111OdSNMOO ON- 9A WY3S 001 8O1O0 a3HWM /M Q m X3H TWO sm 9/L X 1l�'9 _ 9Z WeaWa3Nn I 1314 HIOIM A1O l N3Nn W1 a3NWNM /M H X3H TWO SW f/I l X Zl Y 9Z 1 B,CU-� .S MS N33aO5 wig /M 31WIsnWry 31OOA WdSONOI 3OYJ a0W] 3dAL 1133OS WONT 1,101103n1ad AID �� a3HSYM M OY3H X3H TWO ii35 L X Y III WY35 ONIOWIS a3HSYM /M W3H TWO sw l X fI '0 l/I CON MH - :Nan13a "OdSNMOO - NO SMOS13 1nUSNMOO 1801O3 RIM WW1 3Atld :AI ON 53A MH TWO silts X 1l/ tl . II Wd3S ONIOWIS ON- 53A- S 383166E — — — oil- S3A H01OO 3d TWd IWO HOW HWN31 NONJ Md 3 Ms MS W A3O ON- 53A --Ma--.AWOW03S --OF-:Aa lad - u ()S n DS HY313 Ind Ny5 arm s3A No 00 1WI Wltl�OO lMND WW1 a3N11 W1O3H Kula AM :snO3NY 1W aO1O0 AM:tlO1OO 3OY.1 : 3dAl TWd NOY9 31Y1S HSINanYIO B 'SS3Wd-VWa3N1 ONIHSW-dL3s -�`a� :Wlal 35Y9 7iL3{?MNM- nD148NtlOJ :HMm 1119E YO m - 3M - dA TWd Nd1O5 WONIM -OL2WW:9ONIN3dO O3WYN3 IIZd�. :SN1Od5NMOO :a01O] WIXLL :8O1OO - :3OYO — : 3d 13Wd MNA -OZdfAVff- :3AY3 / a3IlfIO DZdi➢FWR.- MWL 3MM — ON- 53A7- ON- — O - s3A ON- Sa - JIM 31�3 own N01103WNId HLONT 1HMN 33dOIS aO la3A 3d OX- S3.1 OIA S347- a3NaOO aY3'Ll .ON JMAJ ial MOMS OW 3]I j ON-- 53A _ — ON- 53A _ VIM 3AY3 3XIITO - 01- 53.1 ON- 53A - — — WW1 3AY3 31dW6 ^AlD s1HOn TYM INDMSNYal ON- s317- ON- SaA - .S ,f — — (XYW) '00 1i - sinusN /M a311nO NOY9 3O1 n �WWI —3Z6 -ANL S1 rms IN33fIl5NY9L ON-- 53A 0N7- S3A T (%YW) '0051nOdSWOO /M a3NLIJ OWOWIS M ON-r 5317- ONE MA -St- oN'T 93A- ON- - s3 ZS<- --61- 91 .9 ON-C S3A ON- 53A ...Wr -oS 9l .9 WIa ENn WWl a3Nn WW1 dYaM a3 MOM MIS IMBIR HNIIM A1O -6N'AINYaWM 1NWd 801O3 3OYO 'IN 'NW HION31 3OISLnO Mcm 30151/10 AIO Wlal 35tlB 3SR OLdMO3a -aOlO] gZ3OYJ dCl 3dA< ON- Sal — Ol - S3A- — - ON- 11- 5 OLO9 - OLM - OH S3ti -- ON- Sal- — - 5117- 1X- S- OLOS - OLOC 3=8 IV O3dO1s MON31 MOM AID ON- 53A ON- 53A Of- 1N- S- OLO9 - OLOC - -5W'NONYJ13Na3O OS in W3WS NNO3L'I 'SIN3rIWOO WUO 1M NI MWOMS A1W31] 39 1snW sum dOOa m O3WOddLS SOYO1 TY d0 14011 J01 OW 3O]UNMW 3H1 ON-- 531- — ON 53l Sir- I- S- OLO9 - OLOC -pN:ALWWWµ SS3M-H)MHM3M--OFI.A1NOaaYM INWd 'JOOOC a ONINAU SUM d CVVaW1S 803 OVOI WOWU(Yn inimmO 'Oi3Y 3HI ION DO (I s 1sa3O SHIM �150 dSnIS - OWLS 3dAl 3Z6 A1O �.1iV'aO1O] f�3ONJ =C5 :3dA1 SINS M NIVINU 1w AM aNO A" 91ON ONIKPnOA 3Hl sa*ic I Nexa3W A91W SY NOInund SN3W1O 0MO)3W AM H33Nn WW1 H3Nn NO1O0 H3SOI] J35N]O1 JA tl�9Eif5366ff - it I fRooF oveRliANc I I 0 o I o 0 0 0 o I SP03-A BPO4-A BP03-A PO4-A r— a —T— a oN o 0 o a � iO a m m m ml m 11 27r'2 11 11 26'10 11 1 BP07-A 11 I I I I I I I I I I BP0" I I 11 I I I I I I I I I BPO6-A 19 0 o I ALL COLUMNS WILL BEAR t o o I l a v I o AT THE FINSHEO SLAB CALLED ELEVATION 100.0' I I I SP06-A I I I 11 r I I I I SP07-A j I I I m I BP07-A I I I I I I m 1 1111 27'2 1111 1111 2.6,10 1111 BP07-A �Tl 1 11 J I I I I�SPIO-A I BPI I II i k N N C I11 el I k Ia a I m m1 II 51 a 0 m L4 rBP10-A l BPI YI 22'0 I 29'0 - 28'8 28'8 15.4 1'D- C _ I 1248 FRAME LINE G TO OUT OF STEEL 225� • FL G TO OUT OF STEEL ANCHOR BOLT PLAN REVISIONS - ._ __ -MADE - CK'D DATE ENGR - OATE R0. _ - - REVISIONS __ _ MADE CK'D DATE__ ENGR - DATE ORAOING SUWV& ._ -IATUS SCALE: NONE _ DATE - - _ _ _ - OHI 'S DODGE O.S.,S. HIGHWAY' 1 FT. PIERCE, FL SERVICE SHOP ANDERSON—MOORE CONSTRUCTION _ CORP E FAUfA AIABAMA _ U _ _ _ _ - _. AMERICAN BUILDINGS COMPANY - _ - [•] MR ansmu63aN ] MR APPRPIAL C 3 MR PERW ONLY C 3 FOR PROIMP CAD BY: JTE oRAwrF en JLE ' 09/27/08 CKECKEO . DESIGN MPD BY: JPC 09/27/05 a9 x7/os a9:ts:r3 VeMS-0 ORAWING. NUMBER' 11251101 AB-1 - REV.NO. 0 REACTION SCHEMATICS 71 Mt- H1I , f' 12 11 10 1 H2 V M1 HI f f 10 H2 V LOADING CONDITION FRAME LINE G 12 11 to 1 W ('pa) W (pa) (Nip) ( PaF )a) 1 H2 (Nips) V (Mips) Ht (Idea) V (Hpa) H1 (Hp.) 0 +0.2 +0.7 C +0.3 +1.1 +8.6 +10.6 L +1.3 +4.4 +20.6 +25.2 +20.7 -252 INto -3.2 +3.2 -3.0 to +3.0 1 -Z2 to +2.2 I -11.2 b +3.2 -3.0 b +3.0 -2.8 b +2.5 -64.1 -75.0 -61.7 +75.0 H2 w horizontal force peta,ndcular to the plane of frame J-L0 1H1 V (MPa) H1(Hpa) (Hp.)+10.6 +9.5 -10.6+13.7 MNES +10.1 -137+32.4 +26.9 -32.4-66.1 -55.9 +66.1 H2 a hodzonlal to.perpendi cular to the plane of frame NI H1Y� H2V I J V M1 H7;� H2 1 12 10 V N1 H1 �� H210 9 8 7 1 5 4 3 2 1 v PORTAL FRAME LOADING COLUMNUNES 1 h 10 I I J CONDITION V (Nip.) HI (I V (Wp.) Hl (Hpe) D +0.7 +0.1 +0.7 -0.1 -4.1 -3.8 -!.1 -3.8 W b b b to+4.1 +3.8 n. v zoa arao - use ........t .. .. H2 _ harizontal form perpendicular the plane of frame LOADING CONDITION FRAME UNE I 12 10 1 V (Nip.) H2 (Tripe) V (Nip.) HI (Hp.) V (Mips) H1 (Idpa) 0 +0.7 +9.6 +9.9 +8.8 -9.9 C +1.3 +9.1 +12.1 +8.7 -12.1 L +1.5 +30.5 +28.6 +22.4 -28.6 W -7.0 -69.5 -56.1 -49.4 +58.7 H2 = horizontal force perpendicular to Ne plane of frame LOADING FRAME LINE M CONDITION 10 9, 2 e 3 7, 4 6 5 1 V Hl V (HP.) H2 Hp.) V (HPa) H2 (I V (Mp) H2 (HP-) V (kip.) H2 (kip.) V (Mips) H1 (Hp.) D +0.3 +0.4 +0.4 +0.3 +0.5 +0.3 C +O5 +0.7 +0.6 +0.6 +0.8 +0.5 L +2.0 -0.1 +2.9 +2.5 +22 +3.4 +2.0 +0.1 W -5.1 -2.1 to +2.4 -6.6 -3.2 to +15 -4.9 -3.4 to +3.If -4.7 -J.7 b +4.1 -6.5 -5.1 to +5.7 -5.1 -2.4 to +z.t H1 - nonzonm: mrae m are prone or mer. H2 = horizontal farce perpendicular to Oe plane of frame Mt H2 I jV K L PORTAL FRAME LOADING COLUMN LINES 1 k 10 CONDITION K L (HP.) ( Pa) (HPa) (kip.) D +0.7 +0.1 +0.7 -0.1 -4.1 -3.8 -4.1 -3.8 W to to to to +4.1 +3.8 +4.1 +3.8 H2 w horizontal force perpendicular to the plane of frame N0. - ' . R@/lSI0N5-.. _ _. - - -_ ... WE CRb DATE - ENGR -DATE N0. - _ .._ REVISIONS -. _ _ . MAOE CK'D _ DATE_ _ _. ENGR - OATS urwmnu we. "1:1_ ..._ ;Zl SCALE. .. NON _ E DATE, _ _ - CHARLIE S DOO E - U:S. HtGHWAY 1 FT. PIERCE, FL ANDERSON-MOORE CONSTRUCTION CORP AMERICAN BUILDINGS COMPANY . - - Ee] MR COn9Tm DN E ]FOR A ROM& [[ ]roR pmlm ONLY C ]roR MMIT uRr I DRAWN fin = JIE '09/27/05 cHECKE0 9r: DESIGN APao 9r: JPc o9/27/05 DRAWING. NUMBER' 11251101 AS REv.No. - CAD BY: JLE 09 27 05 10:49:23 Ver. 25.0 t'o —GIRT GIRT GIRT GIRT LINE 1 GIRT LINE1 LINE LINE GIRT LINE x m I ^ v a ^ n N N m n m ^ N m N w 7 1 4- 4 51 51 4 4 7 1 1 21 21 I21 1 1/4-AB 21 21 21 t n n 11 3/4-A,,1 1 1 1 1/4'A9 F'� t RT BP01—A BP02—A BP03—A BP04—A P BP05—A LINE n t'G BP06—A GIRT LINE ^ 2/ 3 3 8 81 BP07—A y III...---�� 5 10 11 � " _ t 11 tl 21 21 21 1 1/4'� 21 21 21 11/4-M 7 4 4 51 'I 5,1 'I 4�II 4 771 I 3/a�!a � n F4=d n m m N m n O Y O ^ m ^ I m Ca GIRT GIRT LINE t O —LIryE GIRT LINE GIRT LIFE 1'0 LINE LINE BP08—A BP09—A BP10—A BP11—A BP12—A 11 n 21 3I 3 1 6 5 6 _ I 1 11 11 3/4-AS 11 11 11 3/4-AB " _ I I N m 1 m n BP01—c i n i n GIRT 1'0 —LINE 5, —LINE ` BP02-c BP03—C BASE PLATE DETAILS NO. " _. - REVISIONS -.. _ ._:_ .. MIDE CN'D, -DATE. - ENGR MTE N0. _ _ _ REmstoN5 . _ _ NADE CN'D DATE _ , ETIGR - DATE aA'MWASUBNITf HE SDODGE K SCALE: NONE___EUFAULA?A-[•] M calslRucnDN• oRAwN Br: ,ILE HIGHWAY T FOR APPRO& cNE", ar:PIERCE, FL AMERICAN BUILDINGS COMPANY FOR RERNR ONLTFGa FRFUNDwa DESIGN AIM Br. VC ERSON—MOORE CONSTRUCTION CORP DRAWING.11251161 AB-3 RE 0" NUMBER' O I A A A B 26 16 3 4 X 2 3 4 3/4 % 2 3/4 43 13 16 2;7 1 t6 11'4 11 16 15'7 3 16 C 16 3/4 X 2 26 7/8 19.11 1/4 D 16 3/4 X 2 2'15 7/8 19'11 5/16 E 16 3/4 % 2 3/4 2.7 1/16 15'7 1% F 28 3/4 % 2 3/4 4'3 1 /16 11.4 7/8 12 12 O 50(+- 1/16) PHASE 2 END PHASE ER-5401 4'0 NAsaNw� muE `RC 9 _I 17 #USE 1/2 % 1 V2 A-325 BOLTS AT PUkRUN CON ECIION TO FTLMAE RIGID FRAME CROSS _SECTION CS01—A FRAME D. 11251101.01A FRAME ❑NE O 0 n r 11 11 II II I II 02-/ F `4'0 MASONRY STEM WALL BY OTHERS 17+ I B NO. _- - REVISIONS- -Y — NAOE CK'0 _ OATE. ENDR -- OATE N0. REVISIONS -- - MADE CK'O -DAlE_ _ ENOR _DATE.. OR�M+N�?+1�°(':k- " ` SCAkE: - NONE - DAIE. _. _ CHARLIE'S-DODGE U.S. HIGHWAY 1 - - FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFAULA _ _ _ ALAaWM _ - AMERICAN BUILDINGS COMPANY REVISED FOR CONSTRUCTION- - - SPAN WA 10/19/as' 10 /os MR C;+;Rtcn&+ ( i0fl "PPH01'µ [] MR PERMR ONLY ] MR P;II11M ffY DRAWN ar: srAN -10/137os CHECKED W. 10 DESIGN APPD ErY.1 I DRAWING. NUMBER' 11251101, E-01 REV.NO. 1 aD BY: I STAN IO U O5 11:12.20 Vac 25d � I � � 1 � �1 1 ,'�.', i .j Sr � 1 I 1 I i 1 �1 1 i ' . � r ��: ��. r.. �. ..�. �, _. .,. ...._......_ r' � . i �l i t � � II � ...: ... .v.-.. ' -..... .. .. . f SPLICE BOLT TABLE LEAR AT SPLLCE A B 26 14 3/4 %2 3/4 % 2 3/4 4334 2'0 1 /16 115 16"1 1/0 C D 12 12 3/4 % 2 3/4 X 2 2.0 13/16 2'0 13/16 20-5 3/16 20'5 i/4 E F 12 26 7/8 X 2 3/4 3/4 % 2 2'0 15 16 4'3 3 4 16'1 1716 11'5 r- o�N N i � RR-0701 1'L O iV A N - LEAN-TO n O M 4'0 MASONRY STEM WALL RC-0201 BY OTHERS 12 liF— 12 O 5'0(+- 1/16) m # USE 1/2 % CONNNE1 V2 A-325 BOLTS AT PU UN CUON TO FFAME. 130'0 RIGID FRAME CROSS SECTION CS02—A FRAME ID: 11251101.01E FRAME LINE I 12 O sw0 _ FRAME BRACES FBL & FB ARE REQUIRED BOTH SIDES OF THE FRAM 12 x IANB-1% 1JP2� Y 0 � o n 0 Y '02 4'0 NASONRf SIFM WALL n BY OTHERS a s_PLA'-BAMA N0. _ _.._ _ _ - - REVISIONS - .� - - - _c - MADE CK'D - DATE ENGR _DATE N0. 1 - _ - REVISIONS . __ _... _ REVISED FOR CONcSIRUCPON - - _ MADE STAN CK'D DATE _ 10 15 05 ENGR . DATE _ DRAWING SUMW.AL nA^� SCALE: _ NONE DATE' CHARLIE'S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFAUTA _ - AMERICAN-BUILDINGS COMPANY [.] FOR CONSIRUC110N Fnn �PR01'� roR Al' DNLY 1 roR iKiEla/I11.Rf DRAWN 6Y. STAN 10/13/05 CREOKEO Br: 0 6 0E5IGN APPD er: pRAWING. REV.NO- NUMBER' 11251101 E-02 ,1 oAn BY: STAN tD 13 05 1t:12:n ver. zs.1 8 14 7Z88 X 2 3/4 2'1 1//16 16'1 1/8 - ' C 0 14 14 3/4 X 2 3/4 X 2 2.0 15/16 2'0 15 16 20.5 3/16 20-5 1/4 E F . 14 30 7/8 X 2 3/4 3/4 X 2 2'1 1�6 4'3 3/4 16'1 1/16 11'5 j � 0F 3•1 � 1 ' w axe-tx q O ca n 1'4 o 'oi io n in n 0 Y 4'0 MASONRY� WALL RCBY , . 8 I 1] * USE 7/2 % 1 1/2 A-325 BOLTS AT ALL PURUN CONNECfIONG TO FRAME RIGID FRAME CROSS SECTION CS03—A FRAME ID: 11251101.01C FPME LINES J - L NO - —REVISIONS - _ --- - IMMIEICK'D,I -DATE ENGRDATE N0. _ - REvlsaNs- - xnuc 1 REVISED FOR CONSDIUCTION SFAN 10/19/OS_ �12 13 70'6 4 35— 12 O 5'0(+- VIS) FRAME BRACES FBL & FB ARE REWIRED BOTH SIDES OF THE FRAM i .12 Y 0 � o n 1n in 0 i O2 4'0 MASSONR� WALL 17 MINING � 'R' SCALE: -'-DATE- - _ _ EUFAUTA _ - _ ALABAMA srnc .NONE -CHARLI�S DODGE' FOR OMSTRiXtION DRAWN Br: STAN = 10/13/05 U.S. HIGHWAY i - FOR CREW CREW �.; FT. PIERCE, FL AMERICAN BUILDINGS COMPANY MR F ONV( FAR maAamARY DESIGN APPD By. ANDERSON-MOORE CONSTRUCTION CORP DRAWING. REv.No- NUMBER' 11251101 E-03 1 ar: STAN 10/13 05 11:02:26 V01. 25.1 - A 8 3 4 X 2 7 7 8 146 B 8 3/4 X 1 3/4 7 7/8 18'5 1/ 316 C 8 '. 3/4 X 1 3/4 7 7/8 23'0 1 D 8 3/4 X 1 3/4 7 /8 18'5 1//2 E 8 3/4 X 2 7 7/8 14'6 F 4 1/2 X 1 1/2 7 7/8 16'5 5/8 G 4 1/2 X 1 1/2 7 7/8 18-3 /B H 4 1/2 X 1 1/2 7 7/8 231 1/4 1 4 1/2 X 1 1/2 11 /8 21.11 J 4 1/2 X 1 1/2 11 21'11 K 4 1/2 X 1 1/2 7y8 7 777�8 20'1 1/4 I S 5/8 M 4 1/2 X 1 1/2 7 T/8 N m O Tn 4.0 MASON BY,..,..... I Bl COLUMN 12 111 i 9 70'S s 3 37'3 3 70'6 0 37'3 m u 31'10 1 12 O 31'101 _ ` �- 4� COLUMN E Fe-1 -1 LONG-1X Y Y_ N -FB 4'0 n Y M0 ASONRY O STEM WALL 01 BY OTHERS e' I �- BEARING FRAME CROSS SECTION CSO4=A FRAME LINE M 5 --DATE_.. ENGR..DATE _-�RAWiNG 5UB1MA�. -ONE- - DATE: __10/19/05 -[.] - _ STANS -CHAROE.S DODGE FOR CONSMUCRON 10/13/05 1.].S. HIGHWAY 1 C]m 'E-Ta PERMRONLY "NONE T. PERCE, FL]FOR AMERICAN BLIILDINGS COMPANY FOR FTavMuwrf ANDERSON-MOORE CONSiRUCT10N CORP DRAWING. REV.NO. - NUMBER' 11ZS1101' E-O4 1 ' GD BY: STAN 12d5 V., 25.1 �.. i f+ I i ,.' .� , lip 1 ,� ': �� , i' i �: i! �, 125.1 1 our TO OUT OF PURUN LINE O J K L M 51 22'0 29'O 28'8 28'8 154 1'D 9.SZ14-24.5 1/2W0 9.SZ14-33.0'AYV 9.SZ14-32.8WW 9.5ZI4 32.11VM 93Z14-18.4KW (15) REQUIRED (14) REQUIRED (15) REQUIRED (14) REQUIRED (15) REQUIRED TYPICAL U.N. - TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 9.5Z14-24.5 7/28W 9.5Z14-3J.OWN 9.5Z14-328WW 9.5Z14-32-BW9' 9.5214 18.4WK ^ (15) REQUIRED (14) REQUIRED (15) REQUIRED (14) REQUIRED (15) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. ROOF FRAMING PLAN RF01F—A NO. ' - - -REVISIONS — - - - -- - --- MADE CK'D - DATE-- ENGR DATE NO. _ .., - RLVIST 7 REVISED FORCONSTRUCTION s..W9 o�am J E F SYSTEM DESIGN USES ANTI —ROLL CUPSD AS SHOWN IN SECTION RF50/AAING SED-004. S ARE INDICATED ON THE ROOF FRAMING PLAN. Number is: CL-13 ROOF SHEETING PLAN RF01S-A MADE CK'D CATE . ENGR M1E DRAWING SUBIIRTA._ SCALE: - NONE DATE - - _. EUFAULA STAN 10t9/o5 STATIM CHARLIE'S ZODGE - _ q.] roR QONslRucnaW DRAWN ar. STAN to/13%os U.5 HIGHWAY -1 - (] roR APPRwA. c11Eam �., FT. PIERCE, FL (.] FOR vwMR onLY AMLRICAN BUILDINGS COMPANY ( ]TOR P11T31UINNY DtsIQN APPD ITr: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251101 E-07 REv.No. eAn w. STAN 10/13/05 ISM:" VAr. 25.1 � NUMBER' - 1 R 0 III of Purlir III of Clips Fasteners of P. lin III of Clips Fasteners •g 1] 1117 0 .6 1 1•6 a + N m Zone Typ. Rows of Purlins T of Gips Iir row $ of Purlin Fasteners Per ClipCIis Total A 9 2 3PC-2R 2 18 8 9 8 53PC-2 2 72 C 9 1 53PC-2R 2 9 D 0 0 2 0 E 0 0 2 0 F 0 0 2 0 m m N � O m 3.43 ~ V43 PANEL CLIP LAYOUT RF01C—A Y 1 16.3 •4 2•71. _ PANEL CLIP LAYOUT RF01C—C uwiiRa wwwnti. srAnls. SCALE: NONE - - - -..DATE-_ CHj,RLIE'S DODGE" - MR CCRSmuanCR DRAWN fir: STAN ,- 10/13/05 U.S.' HIGHWAY 1 MR APPROYN. T—E S( FT. PIERCE, FL AMERICAN BUILDINGS COMPANY row Pfnurt oR�Y fnR PRE1MPWiY OfswR APPo fir: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. R1:v.No. 11251.101 E-08 et: STAN 1o/1J afi 16:09:30 Ver: 23.1 NUMBER' 1 ,,, i I� � I �. �i 1 _ i � ,. �) i ��` a 1 '�h .<' �� f A ' 1 4 { '..i FRAME PHASE 2 • II I � RR-0105 ' II I RC-01 G2 RR-0104 OPEN I RR-0102 (� ENDWALL FRAMING AT FRAME LINE G TCB1L h 1RECL 25 fiSF_1 O 2.6 TR1-15.2 W 1 RR-0701 IS n a 0 0 n u -0 OUT TO OUT OF GIRT LINE 1 CABLE ANGLE GA-1 h RSA-1 TYPIGM. LEAN—TO FRAMING AT FRAME LINE I N 20'X16'2 F.O. CLIP LAYOUT O CL-3 O2 CL-7 2.5 7gty_15.2 r(� ER-5401 ER-8402 f°'4 .vim o J 51+1 + a O IOYIC GA. I 'r j C 3 S1 SA2-4:5 8EN TA BUD 52 SA2-3.8 1 13.19 30, Tour 9.3 14-20 3 4m �r. , EE.. ONE�12 %1 1/4 SOHN EACH END. t s'0 16'0 Dl- DJ98C4-12.5AP1X D2- DJ9504-11.28P1X 10 11 12 D7- DH98C1-10.0% yl I`J O . CL-3 O O O - CL-7 10'X10'2 F.O. CLIP LAYOUT 0 _ WI-2 TfP. mu 8 Z1fi-15.92K BZ18-18.fiKK BZ16-16.fiKK Z16-1fi.1 3/ BZi6-20.OKK Z18-18.1 3/4P 621fi-i8.6KK BZ18-16.BKK 8218-15.9KZ (2) REQUIRED I(7) REOUIRm I(3) REWIRED �(3) REQUIRED fll REQUIRED (J) REOUWEO 1 (3) REOUIREO I(3) REQUIRED I (2) REQUIRED (CAL U.N. ICPL U.N. TYPICAL U.N. TYPIUL U.N. (CAL U.N. TYPICAL U.N. (TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. ANGLE. CA-1. k RSA-1 TYPICAL D1 - DJ-1X ENDWALL FRAMING AT FRAME LINE M ' 0.7 - DXBOC2-20.0% NO. - - --REVISIONS-- - - _ MADE CK•D .. OATE ENGR = DATE NO. _ - - REVISII GA-2 W/FPEC-1 AND FPFV-2 P2 - PA-7.8 P3 - PS-8.4 1/2 ENDWALL FLASHING ELEVATION AT FRAME LINE G FDH2-10.3 N N I I li 4 1OX10'2 FRAMED OPENING TRIM LAYOUT r (2)FDH2-10.4 Y ,O m 4 N `a I N 20X16'2 FRAMED OPENING TRIM LAYOUT SHEETING PACKAGE MK# EW06S—A CA-2 W/FPEC-1 AND FPFV-2 wmnV wwuilr� "=sDiTus - S •(.ALE.MATE - - CHARLIE'S-DODGE FOR CONSTRUCTION DRAwN Br: srAFi f0113/05 U.S. HIGHWAY -1 FOR APPROVALONLr CHECKED BY. FT. PIERCE, FL AMERICAN BUILDINGS COMPANY MR PENYB MR PROAINARY DESIGN APPD EY-.j ANDERSON-MOORE CONSTRUCTION CORP DRAWI'NG. 11251101 E-•09 REVN BY: I STAN '10/13/05 11:12:31 V.G. 25.1 NUMBER1 PORTAL FRAME SPLICE BOLT TABLE C P A AI ��Lj q •_ e 8 3/4 X 2 3/4 X2 1 3 5/8 1 37�5/8 1EllB 1D 4 1/2 X 1 1%2 5 7%8 N PORTAL FRAME SPLICE BOLT TABLE SPLICE QTYI SIZE A A 8 3/4 X 2 1.3 5g/8 13'6 IT 16 8 8 3/4X 2 1.357// a 13'678 D 4 V2 X 1 V2 5 7/88 N%A - t 1 1 1 0 1O 2 1O 1 2 2 CL-3 1 O Q2 - 0.-]cl QO2 - CL-7 10'X10'2 FRAMED OPENING CLIP LAYOUT ---------- 12'X12' FRAMED OPENING CLIP LAYOUT OHO I I d I 10 3'4 X 7'2 FRAMED OPENING CUPTRIM LAYOUT -0.5 J/4ZZ 'IM BZ13-REOU3R/EO�Z 100 14'{ 10'0 iN N 10b 4'4 10'0 iv iX 10'0 12'0 le U IM)ICAL U.N. [�29'0_1 51 R2'0 28'e 20'8 15'4 A G Qj r- ., Z1 - 8214-3.] 1/22Z Z3 - BZ14-2.5 1/2ZZ `/ 125'1 .1 OUT TO OUT OF GIRT LINE Z4 - SZ14-1.11 1/2P1 D1 - DI-2X Zl - BZ15-2.7 1 4ZK P4 - 1E9552-1{. 1/2LL D3 - W-3% P5 - 8Cl2-16.3 3/4 1 SIDEWALL FRAMING PLAN SW01F-A 510 GIRT UPS. TTP. PORTAL FRAME SPLICE BOL ABLE SPLICECL A A 8 3/4 X 2 1.3 5/8 13'6 1Y16 B 8 3/4 X 2 1'3 ya NSA 7 8 4 X 1 1%2 5 7/8 D 1%2 N/A 1L95S2-0.5 J 4 v m Y m m i BZ75-3.9 J/4ZK Axsml DS - DHSOCh10.OX D6 - DHBOC4-12.OX D7 - OJ80C4-7.1 1/2AP1 08 - DI-4% PORTAL FRAME SPLICE BOLT TABLE A A e 3/4 % 2 1'32 5/e 13'6 11/i6 8 8 3/4 % 2 1'3 /5/8 5 13'6 7/8 D 4 1%2 X 1 1%2 5 T/BB N%A G II PB 1E9552-V.7 3/ILL D D 1E95S2-27.7 t 4LL r I ) D I I I IE95S2-27.11 1 2LL 1E95S2-21.11 1 4LB 3aC10X15.3-28.7 3 4% 87 _ 3 4X C10X153-28.7 D7 21 10 %102 07 F.O. A 7 10 %102 71 D7 0 %102 FO 10 %102 218 FO kSZ12-11,3 F.O. N `PO-0401 PC-0401 _m n IWO I'N�u 10'0 iV4 1 10'0 N N ITT 4-4 lU U IVV / 8Z13-R1 E0UY "CAL U.N. 1.0 15'4 28'e 28'B 29'0 2Y0 5 -U I 12VI 1 OUT TO P8 - ZI1 - Z12 - U F GIRT ONE D5 - DJ-2X 07 - DHBOC{-10.0% NO: - REVISIONS - - _ - E CK'D DATE ENGR ^ DATE NO _ _ _ ncvlaluna = _ _ _ _ ,,,.,• - _ _ _ _ _ .. _ _ . - - - - 1 REVISED FOR<CONSTRUCIION . - _ STAN 10/19/OS (1)FOH2-12.3 0 Y m 1 ml n N m m � LL 10' X 10'2 FRAMED OPENING TRIM LAYOUT 12' X 12'2 FRAMED OPENING TRIM LAYOUT RRCIL (65)TGT1 / (85) TFECI @ (85)FSE-IT GE-" 1• o000ml-i 0 N<I a a a 0{<VI 0C<TI a a a 0C<1I 0t<J1 <Ios1 1 s a s a s n-Tiv 0 0 GA-2 W FPEC-1 Y FPN-2 PB - PA-3.8 1/2 P7 - PA-5.8 1/2 SHEETING PACKAGE MK# SW01S-A 1 FDH2a J.7 N m 4 3'4 X 7'2 FRAMED OPENING TRIM LAYOUT n 10' X 10'2 FRAMED OPENING TRIM LAYOUT GE 1R (85)TCTI / (85) TFEC1 h (85)FSE-1T GE-1L1 O CI 7 < O {V 7 < a a O CI 7 < O N 7 < O tV 7 < 6 a O N 7 < O f1 7 < a 6 a (� O N T < a O N < s a a a r O N < a O N < s a 6 O N < a O C4 < a O tV < a a 6 O ^ < 6 O CI < a O aV < a a a O H < a O < a O < a O < a O < a O < a O < a O < a O 7 < a CA_2 W FPEC-1 @ FPFV-2 P1 - PA-5.8 1/2 SHEETING PACKAGE MK# SW02S-A FANINO SumJOTAL _ _ EUFAULA _ ALABAMA - STATUS $GALE: _ NONE- •:-DATr=_ CHARLIE'S DODGE MR CONSRPICNON DRAwFi tTr: STAN 1D/1i/os U.S. HIGHWAY 1 FOR 1PPRova oHECKED mr: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY FOR PERAOf ONLY MR PRF31NDYfLY DESIGN APPD er: - ANDERSON—pAOORE CONSTRUCTION CORP DRAWING. - REv.No. NUMBER' 11251101 E-10 1 . .. � .._.. _. I f 1 t �. / ; / , 1 i ` ! �. � ' ' � � M i i 1 � v' ��Ix• � � � 'M1 � � I ;- t E ' � �I �� „ � � i I; i I > i �-� v Y j �� ;. �._ �..—._ i _ .... ..._....... �. .. �... r�.. .._ _ ..e..,.., .- 1 �� i� 1 i ' 4 r n a' o � • � � � < � � �. t . OUTSIDE CURB WALL OUTSIDECURB WALL {6 b,' M A- SECONDARY BOLT(S) SILi]Y R¢ulilloN (2) 1/2%1 BHB-1 SECONDARY(2)I/BOLTS wnrAN AoXunNT W/WASHERS (2) 1/2X1 BHB-1 AF�Ss R, 1kTR �� N AYY W/WASHERS �oI� PURl1N INSIDE CURB WALL _ - - - PANEL SUPPORT CHANNEL INSIDE CURB WA11 CURB SIDE CHANNEL 8C1= LENGTH ZZ CURB SIDE CHANNEL OQ9' aCl_ LENGTH ZZ OF02 M µCLE GA-4 O - µGCE PANEL SUPPORT CHANNEL GA-4 12C13-LENGTH 2Z PANEL SUPPORT CHANNEL µGLE FIELD CUT TO SECONDARY BOLT(S) 8CI6iENGT1 ZZ CA-4 FIELD CUT TO PANEL SUPPORT CHANNEL LENGTH µp FIELD ATTACH (2) 1/2%1 1/4 AT25 FIELD GRILL 9/16- HOLES SECONDARY BOLT(5) LENGTH µD (2) 1/2%1 1/4 A325 FIELD ATTACH CURB SIDE CHANNE. CUP CL-10 FIELD DRILL 9/16- HOLES CLIP CL-3 SECTION THROUGH UPPER PANEL SUPPORT CHANNEL OF22 SECTION THROUGH LOWER PANEL SUPPORT CHANNEL OF27 AA AA ANGLE GA-4 96 4 5/8 0 CURB SIDE CHANNEL BCl_ IBNGRI ZZ OF02 M y PURUN M SIDE CHANNEL OF17 AA0� `— PURUN 2 1/2 SECONDARY BOLT(S) FIELD GRILL 9/16' HOLES 0 umv RSW11101 fq MT MNK QI STIM pl =RED R�tR YY. 'UP SECONDARY BOLT(S LL-3 DESIGN NOTE 1/2%1 1/4 A325 LOAD CAPACITY OF SfµAR U) FRAMING AS SHOWN IS WOO USS- OFOD SECTION THROUGH PURUN AT CURB SIDE CHANNEL CONNECTIONI OF02C ROOF CURB FRAMING KEY AA WITH THERMAL SPACERS I AA ANGLE 4 5/8- 1• W/1HERW1 SP/CBTS GA-4 FIELD CUT AND ATTACH •r 21/YAzz; SECONDARY BOLT 1/2X1 1/4 A FIELD DRILL 9/16• HOL CURB SIDB' PURUN act — ROOF CURB -FRAMING REQUIREMENTS 1 PURUN SPACE 2 PURUN SPACES DUAN111Y MARK. NO. QUANTITY MARN. NO. 1 CA-4 (MEW CUT TO LENGTH) 2 BC12-9.2 3/4 ai 12C13-S.M 1 BC16-S.OZZ 10 CL-3 2 M-10 4 CRC-1 40 1/2X1 1/4 A325 BOLT 10 1/2X1 BUTTON HEAD BOLT - 9 1/2• PURUN ' CUP SECONDARY BOLT(S) CL-3 1/2X1 1/4 AT25 _ FIELD DRILL 9/16• HOLES _ ROOF CURB FRAMING SCHEDULE OF94 SECTION THROUGH CURB SIDE CHANNEL OF17 AA I AA 5'-01 PURUN SPACING DATE NO. REVISIONS MADE I CK'0 I DATE I ENGR I DATE I I SCALE: NONE I DATE IEUFAUTA ALABAMA NO. REVISIONS MADE I CK'D I DATE JENGRI I [:] FOR {ANSfR11CI10N PRAWN BY: SVn... tOj31/W CHARUE�S. DODGE E- U.S. HIGHWAY I- - (] FOR .wPAwAL :. ONLY [ ] Foq FENMR ONLY " cHK'o ar: R. PIERCE, FL" a `AMERICAN BUU.DINGS COMPANY ( ]FOR PZRIAIT pSDN 2,pp BY: ANDERSON—MOORE CONSTRUCTION CARP DRAWING, REV.ND, RD-ME NO. � CAD BI: � - NUMBER' 11251101 E-12 G `.d I r: S'. � � � . �• � , � r WOOD RIGID FRAME SNLIY PWLWIItl1 EOW PUP. BLGOIWG M GC A FN l 1wAXG m TIGSE MEAN ME PCOF. WONfFAS 91WID NFM 2" OYI. KP,W' e!D .1) IUl4 5l5I TA NEU WP RAIL 40 BEMOY -6!AYY TM1£Q r W 1¢EP xAvos Pro Rn STRAIGHT PURUNS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT aTAn GF uawRc uuoc OF PLANE AND DEFLECT HORIZONTALLY. IRIS MUST BE CORRECTED BY FORCING THE PURUNS INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO ACCOMPLISH THIS. BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WADS IS TO HAVE ME THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MA TNN STRAIGHT PURUNS. ALLOWING ME PURUN BE USED WHEN ERECTING THE STRUCTURAL STEEL. TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF. PANEL FROM PROPERLY ATTACHING TO THE PURUNS AND HAS TIE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED PURUNS LEADING TO POTENTIAL PURUN FALURE UNDER MAXIMUM DESIGN LOADS. BUILDING ALIGNMENT GE01 AA FRAME COLUMN INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ME STNAIGHT MO PLUMB. TO ALIGN THE GIRTS. CUT TEMPORARY WOOD BLOCKING M THE PROPER LENGTH AND INSTALL BETWEEN THE UNES OF GIRTS. THIS BLOCKING CM BE MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. ON BUILDINGS WITH INSET OR RUSH GIRTS. THE HORIZONTAL WEB OF THE GIRT OR DINTS IN A BRACED BAY. WILL HAVE TO BE SLOTTED IN ORDER FOR THE CABLE OR ROD BRACE TO PULL IN A STRAIGHT LINE FROM THE TOP OF ONE COLUMN TO THE BOTTOM OF ME NEXT COLUMN. INSTALLING ME BRACING EITHER TO THE INSIDE OR OUTSIDE OF THE GIRTS. TAKES THE BRACING OUT OF A STRAIGHT LINE PULL. THIS DOES NOT ALLOW THE BRACING TO FUNCTION PROPERLY AND IS AN UNACCEPTABLE ERECTION PROCEDURE. MOVING THE HOLES IN OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT LINE PULL IS ALSO UNACCEPTABLE. SLOTTING THE Wm OF THE GIRT TO ACHIEVE THIS STRAIGHT LINE PULL IS DIE ONLY ACCEPTABLE METHOD. TO MARK THE HOLE LOCATION THE FOLLOWING METHOD MAY BE USED. 1. INSTAL. CABLE BRACING IN THE PROPER HOLES AT THE TOP OF ONE COLUMN'TO THE BOTTOM OF THE NDT COLUMN. RUNNING THE CABLE TO THE INSIDE OR OUTSIDE OF ME GIRTS. IF YOU RAVE ROD BRACING A NYLON STRING LINE MAY ALSO EE USED. 2. TIGHTEN ME CABLE OR STRING LINE 50 MERE IS NO SLACK. 3. WHERE ME CABLE OR STRING LINE CROSSES THE WEB OF THE GIRTS, _ MARK TWO INCHES ON EIMER SIDE OF THIS POINT. 4. USING A SQUARE. MAKE TWO PARALLEL LINES FROM THESE TWO MARKS OR ME Wm OF ME DINTS. 5. AT ME COLUMN, DETERMINE ME MEASUREMENT FROM OUTSIDE GIRT LINE TO CENIERUNE OF CABLE OR R00 BRACE HOLE.UTILIZE THIS MEASUREMENT AS ME CENTERUNE OF A I' X 4' SLOT TO BE MADE BETWEEN ME TWO PARALLEL LINES MARKED ON THE WEB OF ME GIRTS. SOME OF ME LARGER CABLES OR RODS MAY REQUIRE A .SLIGHTLY LARGER SLOT TO ALLOW ME EYEBOLT TO PASS THROUGH. 6. AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED. INSTALL CABLE OR ROD BRACING THROUGH ME SLOTS, THROUGH ME BRACE HOLES IN ME COLUMNS. AND TIGHTEN. T. VISUALLY CHECK TO SEE THAT ME BRACING IS NOT TOUCHING ME GIRTS _ AT ME SLOTS. IF IT IS TOUCHING, TRIM OUT ME SLOT AS NECESSARY. B. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. FIELD RE GIRT OR AS SHOP 2 X 6 WOOD BLOCKING (BY OTHERS) GIRT SPACING TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. 2' 2' NOTCH TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED THE BUILDING TO DETERMINE THE PURUN SIZE AND SPACINGS. PURLIN BLOCKING GEO2 PA _ 41 - A; AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTI)NS. OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS. CUSTOMARY OR STATUTORY. MUST BE ADHERED TO. TO INSURE MAXIMUM WORKER IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SUPPING OR FAKING. YOU SHOULD MAINTAIN A FIRM. SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MANTAN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA. DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGIASS SKYLIGHT. F FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WICK BOARDS THAT ME PROPERLY SUPPORTED BY THE BUILDING PURLINS. SAFETY COMMITMENT GE7O AA $VEIY PPEVIIItlM FApi MOPXfA 4pN➢ BE i1wNE0 ro uss ixE vAEsi PxG HGsr PURUN BRACE vRoouGmc mErnoX iEcw+NUEs. CPB_ ADDRIONAL PURUN-T Div vrn PiL R BRACING BRACE GIRT BLOCKING GEO3 CABLE/ROD BRACE DETAIL BRO1 SECTION THROUGH RAFTER AT PURLIN BRACE 1 BR07 AA AA LEFT AA Awv9tnTa10sxi1:11D.WO6EWIRAVXEp PURLIN BRACE WfMhL¢EnEclux lEaamlE4. CPB_ ADDITIONAL PURUN-L /1ST PL[R AI. F CABLE FRAME SECONDARY 1/40AT'1S BOLTS (WrtH (U2 ER H.T. WASHERS ME BOLT HEAD AND ONE D UNDER ME NUT) REQUIRED PER BOLT AT FRAME BRACE CONNECTIONS FIELD SLOTTING GIRTS FOR CROSS BRACING F-BRO-3-1 SECTION THROUGH RAFTER AT PURLIN BRACE BR0S AA RIGHT I AA SCALE; DATE - 'NONE ' _ _ EUFAUTA 1 TENSED FOR CONSTRUCTION _ -_ - STAIN 10/19/OS _ STAlUS .CHARLIE'SDO . DGE _ _ "_T.. - E.1 FOR CGNSTRucnaN DRAwN Bf ' srM 1o/1a/Gs U.S. HIGHWAY 1 - (]FOR APPROVN. cHECIRm fn: - FT. PIERCE, FL [ ] FGR F4WIR ONLY AMERICAN BUILT [ ] MR PRELMMITY DESIGN APPD BY: - ANDERSON-MOORE CONSTRUCTION CORP DRA01 WING. r, i ,. ,� , ;� ,q .. �,-< � ,,, j '� � ..' i � , �� I�. el i il� ,..� ' .. '� I � � % I I ' ', ; ' � � � 1 r . • I � 1 ' i o f 'ii- i ' � � .° �„ i ' '. �� p i _ . . �... _ .. r � . � � � , � � � y � ern: NtlWIFRe slam eE 1P.VHm w TR[ rmRiR 0¢rnox macmuR[s Jk•..... BRAG. LAYOUT AS SHOWN ON BUILDINGS ROOF FRAMING PLAN PU STRUCTURAL FASTENE (8) PER PAINXBi UMN PRIMARY (1) 3/4 X CUP (SHOP WELDuEDI c CUP (SHOP WELDED) PRIMARY (1) 3/4 X CUT \ Cuo ALIGNMENT CABLE/Rao / � CABLE/ROD \ CUT BASETE \ THICKNESS Cl30 A IGNMENT SECTION AT PURLIN BRACE BR09 FRAME BRACE BR17 ENDWALL CABLE CONNECTION TO CORNER COLUMN BR20 STANDING SEAM ROOFS AA FOR BYPASS PURUNS / GIRTS AA AA LL M 6C16-LENGTH ANGLE BRACE ANGLES ARE TO BE INSTALLED DNCONALLY ALTERNATING END TIONS RIDGE BRACE CHANNEL RACANGLE /� BRACE ANGLE (TWICAL THIS LOCATION) � _ - .._ %9E ce0_l currH / /1 �\�SA2—LENGTH .LE H NLESS NOTED) RgFTER 'II/ �Dtf — *B AC CHANNGTHj10' (TYPICAL THIS LOCATION) W 4STRUCTURAL RUCTUATTACRAL FASTENERS * I * I * * EAVE STRUT PURUN (TIP.) V12X1 1/4 FNVE STRUT BRACE CHANNEL TYPICAL BAY 6C16—LENGTH STEP 2: NOTE. SEE BR96W/M )' LOCK BRACE ANGLE PURUN SPACING LESS THAN IV—O' * NOTE INSERT BRACE ANGLE TAB INTO POSITION BY AND AT EXISTING STRUMRES: SPACING AS REQUIRED BY DESIGN. NTO DIAMOND SLOT BENDING TAB 99, BEND TAB 90' AND ATTACH WITH - ZE (rR vunA ROTATE BRACE ANGLE 90' FIAT AGAINST PURUN WEB (1) STRUCTURAL FASTENER f 12S1 1/4 STRUCTURAL TYPICAL ROOF PLAN W/BRACING LAYOUT BR06 BRACING DETAIL —ROOF SLOPE GREATER THAN 1:12 BR52 PURLIN BRACING KEY PLAN BR90 BRACE ANGLE INSTALLATION BR91 AA, 8- h 9 1/2- ZEE PURUNS W/STANDING SEAM ROOF —HIGH 910E SIMIfAR AA 8' 8: 9 1/2' ZEE PURUNS w/STANDING SEAM ROOF AA STANDING SEW ROOF AA STRUCTURAL FASTENER(S) LIM (2) /12X1 1/4 SOHN INSTALL BRACE CHANNEL AS CLOSE AS POSSIBLE TO BRACE ANGLE. BRACE CHANNEL .INSTALLATION BR92_ AA w BRACECWNN SPAGd . (ROOF UNE� BEIWFiN. . 1. APPUGAELE TO ROOFS WITH STMDNG SEAM H. STANDING SEAM 360. LOC—SEAM, LOC—SEAM 360 AND SEAM —LOG PANELS. \ 2. PURUNS ARE TO BE INSTALLED WITH PURUN WEBS ST TO RAFTERS. 3. PURUN BRACING IS NOT M DISTORT OR ALTER PURUNS FROM THEIR INTENDED SHAPE AND LOCATION. PURUNS (TW.) 4. SPACING AS REQUIRED BY DESIGN. FOR FM REQUIREMENTS BRACING NOT TO EXCEED BRACE WILE BO' O.C. " EAVE STRUT SF2—LENGTH GIRT LINE Xftl NIELWtl]N: 0.YIY NIOd OBIECIS TD BEWMC • fIILRC MVMY 10 MOv'E BENGM lXE RDJi. MPOMW SIGN➢ YFM - _ OSU INRRrFD WAO MA15. ME LINE PURUN BRACING CROSS SECTION —ROOF SLOPE GREATER THAN 1:12 BR93B PURLIN BRACING NOTES 0' OR 9 I/2' ZEE PURUN R/STANDING SEAM ROOF — RIDGE BUILDING SHOWN, SNCLE ROPE SIM9AA AA AA -RMSIM URMIN..-.. - STATUS - [•I Foil CONSTRUCT,% •SCALE: .NONE'._" -DATE . _ -._ _. - CHARLIE'S,DODGE U.S. HIGHWAY 1 - EUFAU A _ _ " t . REWSEo FOR"coNSTRucnoN . .._- sDvl _. 10j19/05 DRAWN BY: STAN - 1%l4/os __ [ ] MR APPROVAL [ ] FDR pF3art Drar CHECKED BY: FT. PIERCE, FL AMERICAN BUIL - - - -- -- - .... [ ] FOR PBEUI@IAITr DESIGN APPID gy.1 ANDERSON—MOORE CONSTRUCTION CORP DRAWING 11251101 - __ CAO BY: STAN f0 i4 O6 14:24:aT Ver. 25.1 NUMBER' suETr PRcwrtwx: sAr vEu w OY cMen E = ON Mw w m TYPE uEnxc 1 t/a' 1 t/a' GEx+� eE SURE ro NEPP xP.ms IIFTII III MOW cTPM OF My lnr 'rT�ZSI —�A• // BYMAR SIGNOLT(5) 3/4'0 ENGWALL RAFTER Pd n COLUMN NOT > SHOWN FOR CLARITY. .41 PRIMARY BOLTS) (4) 1/2 % 1 1/4 AJ25' CORNER COLUMN 4. OF COLUMN •LENGTH WILL VARY BASED UPON NEW .A -A. CONNECTIONTHICKNE55 ENDWALL RAFTER -PUCE R YFFIT PIFWIIIWI: • SLAY M11 w 11Q= tlF.AN Of InADS D�EMiRCE DO &M Ta KOP 1 w= AVD fFn ft w Yvtem i CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 COLUMN TO RARER CONNECTION AA iNDARY BOLTS) — — — — — — — — /2 % 11/4 A325 WASHERS PER BOLT au ENDWALL INTERIOR COLUMN BURT-UP/HOT RO= COLUMN SHOWN, COLD -FORM COLUMN SIMILAR - PURUN SECONDARY BOLTS) (2)1/2%I 1/4 A2125 ENDWALL RAFTER STIFFENER �ENOWALL RAFTER .A BPRIMARY 8Y DESIGNOLT($) 0/4'0 CORNER COLUMN 'LENGTH WILL VARY BASED UPON CONNECTION THICKNESS VIEW 'A -A' ENDWALL RAFTER SPLICE R sAFErr PRErnrtwx: Y E E 41WID BE TNNNO M lNE CDNRELT Mil EVE OF9U1pN tl PRIMARY QTY. BY DESIGN 1� 1i RAFTER CORNER COLUMN CONN. DETAIL AT BLDG. EAVE —BEARING FRAME EF12Z I ENDWALL RAFTER SPLICE DETAIL EF22 ENDWALL RAFTER RIDGE DETAIL EF23 BLOCKED COLUMN W/SDFFENERS TO RAFTER CONNECTION - 3/4'0 SOUS AA RAFTER ID RAFTER CONNECTION I AA RAFTER W/RIDGE SPUCE PLATE AA smvr Puav� sNE1T PRECWtww ENDWRa 2 �My M INTERIOR mE PROPFA OFCIKN PEb:EDIli6 COLUMN roR NA UGIs - SECONDARY BOLT(5) (2)1/2 % 11/a u25 PRIMARY BOLT(S) (4)1/2 % 1 1/2 A2125 yAl PRECAMaN: srAr wEu w TxE clan w M BEIXD YV,Fn IiY A4 M'E 4LTNG ON DE SURE ro N N Aw rtET nrrm a urnWa Lanz RIGID FRAME COLUMN PRIMARY BOLTS OW.) (SIZE SEE AND pSS ANTnY) i0R FRAME RAFTER RIGID FRAME COLUMN •,^^-^••IE RAFTER IOLTS C".) IS SECTION'MR OUANTTIY) 1 ENDWALL INTERIOR COLUMN CONNECTION DETAIL AT HOT —ROLL EF26W SECTION AT COLUMN w/ STRUT CHANNEL EF31 I DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 VERTICAL HAUNCH CONNECTION AT BLDG. EAVE MF12 COLUMN TO RAFTER CONNECTION AA ENDWALL RARER AA RIGID FRAME AA RIGID FRAME AA Rf. PIFFfl ,OLT GMX /� I J.. 5YE1Y FAECYIfYIN RIMM.0 �'T>1/R' NSRN D�LTRw fliD3W.`f.5 FOR 41 A6S I UKUH 506) INDUS jca)uD _ R]'. T.w ]• RS-COLD. _ _ I•MW. . 2' _ I.... BOLT$ (TYP.] _ - TYPICAL CONNECTION AT DOS RY. i. w Yaw. _ (SEE M (SEE CROSS SECTIONANWM FOR BOLTS (TION - _ SIZE AND OUANDI1� _ Wp OSpxFaN (SEE CHO$$ SECTION FOR (SEE CROSS 1. SIUIIs REaUMEG AT GNS > 1/B: I PULE NM-7moun SD16 6EMEEl1 DCU PNR_S AS FEONRED IN E�E awn la ra REwuuwos VAT NL YdWAS KM 51Q1 TDE SNDEE Pp vamFenvl EwuwExr 9 ODU) I1wAYE YfFT DSYA SfN1NlQIS $12E AND DDANTTIY] Q! 1N CPPIIESSIDN MG L Mt OM 1/E MO b M-D. w MM YEIDTA SV. 6VMD. EYE PRDIECIIYI I181 HARa NA3 ]. TILK VFQ NON-TMEHEn SANS 1 MN. E . T BDM SIDES 9EIWEFl1 2' . T . w NDN-TMF w 5NN5 M YEET NSC vwm, - SME -SECTION 'A = A• _ l NL yRN1aNa WlpOµ Mw SRl. (SECIY+N 1WMlllwl 4P) 2. LURE SIDNNIG LfTN15 9W1M. TYPICAL HAUNCH SHIMMING DETAILS MF19 INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIDGE RAFTER CONNECTION DETAIL MF RIGID FRAME AA RIGID FIthVE RAFTER AA RIGID FRAME RAFTER A AA- _ - -' SSE' NO NB DATE — EUFAU [.A .. ALA6AMA 'REwSIONsREVISED FOR CONSTRUCTION STPN' 10/19/OS _. SfAlUS DODGE .. ' ... FOR wnsrtiucrroN` DRAWN IW: ' sTAN - m/1a/n5 U.S. HIGHWAY 1 [ ]FOR MPROVPL [ ]FOR POWIT ONLY cKEC%m ar: FT. PIERCE, FL AMERICAN BUILOINfS COMPANY [ ] FOR PREIMINARY DESIGN APPo ar: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REV.NO. 11251101 SED-003 I'An BY: STAN io T4 05 T4:2a:52 VAE. 25.1 � , NU...ER' 1 / ':+ I ..�. �. I �� i 1 I I ' ,,,, • BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE ASTM A325 BOLT PRETENSION SCHEDULE SECONDARY BOLT(5) 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', JUNE 23, 2000, BOLT SPECIFIED MINIMUM BOLT NUT OR HEAD ROTATION FROM i/4 A325 RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC DLL PRETENSION SNUG -TIGHT CONDITION ERECTION DRAWINGS, ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG -TIGHT EAVE STRIR 1 1 2 JOINTS (ST). FOR INSTALLATION IN SNUG -TIGHT JOINTS. ALL BOLT HOLES SHALL BE ALIGNED Bb L65446 bb <L6S0� SECONDARY BOLT(5) TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS 1/2.0 12 KIPS + - - PRIMARY BOIT(5) )/2 AS25 _ A325 SNUG IG IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING MOST THE JOINT t0 THE _ A325 rIYY/ (/ \111 \II SNUG. TIGHT POSITION. PROGRESSING SMEMTIGHTN SS THAT THE M04 RIGID PART W TILE - 3/4'0 20 KIPS 1/3 TURN 1/2 TURN JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS 7/8'0 39 KIPS OF AN IMPACT WR04CH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD 1'0 51 KIPS • LEAN-TO/CANOPY RAFTER • LIE-01 I I SECONDARY BOLT(S) 1/2X1 1/2 A325 O)/O / \ NUT HEAD _.ME __. NOT NECESSARILY T CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT NOT NE S uwi me wrvncOUS. •uc ..�E iV E T1 .+ONE CYCLE • THROUGH PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG -TIGHT CONDITION. INSPECTION: CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SUP-CRITICALFOR ON ME ABC DRAWINS OR BY ME ENGINEER N TS ALLI LL CONNECTIONS WITH BE NOTED ASUA490 BOLTS ARE- EITHERCPRETENSIONED (PT) OR OF INSPECTIONMEPROPERRIREMF VASTENERNCOMPONENTS WERETU USED ANDJOINTSONSITHATTTHEFCONNECTED ELEMENTS RECORD.VERIFICATION THAT ISSUBJECTTO(SIGNIFICANT LOAD REVERSAL. SIONED )THE JOINTS IS SUBJECTICALLY RTO REQUIREDEHEN ME LOAD WITH JOINTTHAT NO THE PLIESICATED MESOUDOLYESEATED GAIINSTBEACHYOMER BUTBNOTSUALLY NECESSARILY IN LOAD REVERSAL, THE BOLTS ARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A NO NNUOUSRTHER CONTAWDECT.REQUIRED. HAVE BEEN USED. N CHAT WASHERMITYI RIF CRANE OF OVER 5-TON CAPACITY. ORS CONNECTION Sem PARTIOF DESIGNESEISMIC CATEGORY LD.. E. OR F. J BRACKET II ) SECONDARY BOLT(S) (SHOP WELDED) IIIIIIIII111 (2) 1/2X1 1/4 A325 - A/.r xc1L w TAs auR of LaM - .... __- ......�...., ..,,..oruo Doane mxF u� m DQ .1u�ves� BOLT DIAMETER DIMENSION W OR NOTE TINTJLOAOINGS FROM WIND OR SNOW ME NOT CONSIDERED SIGNIFICANT LOAD REVERSAL FOR SNUG-TIGHTVJOINTS. THE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ARE REQUIRED WHEN SUP IS DETERMINED TO VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE INSTALLATION METHODS PERMITTED BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED FOR PRETENSIONED AND SUP -CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING. IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH -MARKED AFTER CALIBRATED WRENCH PRETENSIONING. TWIST -OFF -TYPE TENSION CONTROL BOLT ASSEMBLIES, INITIAL FIT -UP (SNUG -TIGHT CONOTTON), VISUAL INSPECTION IS. PERMITTED. THE SIDE AND DIRECT -TENSION -INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM SUCHRY PEENED. NO NRTHER EMOENCE OF THAN THE VALUER LISTED IN THE BOLT PRETENSION SCHEDULE SHN1 BE PROVIDED. CON�FOERSION LOADS WILL RMf1Y IS REQUIRED. 1/2' ]/8' 3/4' ]/8' 1 7/16' 1' 1 5/8' - i FO rv,. C.;' ...�..•.,...._.._ • 3' FOR SHADOW PANELS ...._- IAIi fEt� dEvi Ov uwu1G LaosFOR INSTALLATION UT IUKN-Vr-��' ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE THE NUT OR HEAD AS APPLICABLE SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING BOLT INSTALLATION & INSPECTION NOTES MF91 LEAN—TO/CANOPY CONNECTION TO MAIN BLDG. AT EAVE MF300 ASTM A325 BOLT IDENTIFICATION MFO1 _ SYSTEMATICALLY FROM THE MOST RIGID PART OF THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING JOINT. THE PART NOT TURNED BY THE THIS OPERATION. 1/2.0, 3/4.0. 7/8.0 & 1'0 STRUCTURAL BOLTS (A325) I AA AA IRSET GIRTS SNRY PREEWIInV: EAVEfSTR�MaIIXIXS 910wD NWArS MA4 FOR ANTI -ROLL OR �� PP[CWnOM: TAw xvixw sxawn nE W. SnfEIY Pa6'AYA9N MYBVTR PMsouIL PRmY . F:a%— Ymw Wrvv1� � sL4�A6S uTTx sway Eocas WEB REINFORCEMENT VPRIES ro ass m[ sMEST Axb ubsT PaobucmE PAECMN rcwxwbw. s16'IIM1D NnArS KT2T asu sPNaaos . GIRT CUPS PURUN RIDGE BRIDGING CUP CURB_ ® _ _ _ — ® PURUN I 3' ® ® o DARY BOLT(S)% 2 1/2' 1 1/4' 1 I/4' I UIR(TAP.) EQUIRED PER STRUT ENO CONNECTION (S) lYR RAFTER T/2%1� /4 A325RY 2 1/2' ' SECONDARY2) 1 0 (S STRUCTURAL FASTENER(S) TYP SAVE STRUT BRACKET ' (2) 012XI 1/4 (SHOP WELDED) ENDWALL RAFTER COLUMN (TYPE MAY VARY) SIiEtt PIiEGY11Q1: PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R RIDGE BRIDGING CUP CONNECTION DETAIL RFO5 SAVE STRUT CONNECTION (BY PASS GIRTS) RF31R AA STANDARD PURLIN LAP RF01 AA LOW SIDE SHOWN / HIGH SIDE SIMILAR BY-PASS, INSET & FLUSH CONDITION AA BY-PASS CONDTIION SfSTRUTGTId YiEiI PPEGVIICN: wRMwS swain ILrArs xTAR SAVE STRUT Y3ElY PPWYMN. MmaaaF swoon .NM1Y5 ec<v GI➢,E Mow Ww%Mn YETK PURUN MNEN NINWNC ARIL NPFIGFS MM SWAP 625. N1TIS5 MM 9WW R/.FS SECONDARY BOLT(S) ANTI -ROLL CUP 1/2%1 1/4 A725 CL-13 a 9' PURUNS CL-13 m 9 ]/2- PURUNS \ CL-14 12' PURUNS � 1 CONDARY BOLT(S) A}25 TYPJ L--- 'VE ) REQUIRED PER ) R UIR STRUT END CONNECTION SEDONOPRY BOLTS -- - 1/2X1 1/' (4) REQUIRED PER 'ECONDARY BOLT(S EAVE STRUT ENO CONNECTION SECONDARY BOLT(S) (2)1/2%1 1/4 A325 ) REQUIRED PER AVE STRUT END CONNECTION REINFORCING EAVE STRUT PLRAF EN ES SAVE STITUT BRACK EAVE SSTIR (SHPBKET(SHOP WELD RIGID FRAME ORNER COLUNCTYPE MAY VARY) PAGIFCIL'1N xxw nPwA1vA: opus -__ Ixa ¢Lcrznc sv¢w w� _ (T(PE MAY VARY v SAVE STRUT CONNECTION (BY PASS GIRTS) RF31RB EAVE STRUT CONNECTION AT BY PASS ENDWALL RF32R ANTI —ROLL DETAIL UPHILL - RF50 AA WITH REINFORCING PLATE (LOW SIDE SHOWN / HIGH SIDE SIMILAR) AA LOW SIDE SHOWN HIGH 810E SIMILAR AA RIGID FRAME RAFTER .. - NONE` .DATE -.- - - EUFAULA AIABAMA - KLVISIGNS - 1 RENSEDFOR CONSTRUCTION _ STAN - 10/19/05 STATUS [•] f01i COHSIflVOIION [ ] FOR Am.,_ [ ] FOR PEBMR ONLY U.S. HEMS DODGE _ - OMWN BY: $TAN � � /0/14/OS U.S. HIGHWAY 1 �` cHEc%m er: FT. PIERCE, FL AMI?AN BUILDINGS COMPANY [ ] MR PRELIMINARY DEscN ePPD Br: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251101 SEO-004 REVNO NUMBER' 1 con a(: STAN 10 14 05 14:24:53 Va. 25.1 - • PURUN PURUN PURUN TOP HOLE IS USED WITH SECONDARY BOLT(S) 9 1/2 AND 12 MEMBERS 3/4' T°%. • (1) 1/2%1 1/4 A325 ONLY PURUN WEB REINFORCEMENT CUP ANT -ROLL CUP - NTI - _ _ _CL-15. ._ __ _ - ANGLE' (L2%2X1/1.6 LONG) BOLTS 1/2n 1/4 5 (SEE NOTE FOR LOCATIONS) RAFTER 7 (FIELD DRILL) I/ SECONDARY BOLT(S) J NOTE: ISPRI (2) 1/2%1 1/4 A325 PURUN UP MUST NOT PIPE BE DISTORTED. ' ' NOTE: USE THE BOTTOM HOLE ON ALL MEMBERS. suED FRLW1PJx: EAw xORlm SIwuD BE rMNm 10 °� 1HE sxEn µ0 wsr SECTION "A -A" WTM osLA MPROYm LtiE �ErnLN ^� CM1AAiaG MATS ROM' USE THE MIDDLE HOLE ON 8' MEMBERS. PRo°UCIM1£ FRErnQ1 1EQWWI16. oR WAR° sc clns. THE TOP HOLE IS FOR USE ON 9 1/2- k 12- MEMBERS. (2) #112R STRUCTURAL BOLTS (FIELD DRILL HOLES AT EACH ANGLE LOCATION) 3/8- ROD HANGER Y I MAY BE OMITTED WITH HANGER LOADS 50 US. OR LESS. • CLAMP�/ 3/8" ROD HANGER NOTE: PURUN UP MUST NOT BE DISTORTED. �(2) $TOR S(IR)UC/Rl OLASTENERS (FIELD DRILL HOLES AT EACH ANGLE LOCATION) MGLE (L2%2X1/8%6 LONG) SECTION "A —A" MAY BE OMITTED WITH HANGER LOADS 50 LBS. OR LESS. ANTI —ROLL DETAIL DOWNHILL RF50A PURLIN TO WELDED RAFTER CLIP DETAIL RF554A SPRINKLER PIPE HANGER DETAIL AT PURLINS SH01 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SH02 RIGID FRAME RAFTER AA A I AA I AA PURUN 1 1 \ SECTION "B—B" HANGERS (TR. UNJ PIPE I PIPE "L PIPE E. mm 1 •A• 1/2 BAY RAT 1/f 1/4 BAT BAY SPACNG 1/2 BAY BAY SPACING SLPP°Rf ANGLES 1/4 1/4 RAY BAY MY SPACING E _ 1/2 BAY RIGN FRAME ROD FRAME E PURUN PURUN Q PURUN U PURUN [ PU0.UN PUMN PURUN F PIPE E PURUN EWNALEN' COUATERAL LOAD FOR PIPE SUPPORTS 20' SAYS 25' BAYS M mY5 POINT LOAD AT HANGER STD. WT. DRY WT. WET WT. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE IF //FT. +250j +25Df +250® +250# SIZE 6' 18.97 31.5 B 11 6 8 5 6 315 565 5' 14.62 23.3 6 9 4 7 3 5 233 483 4' 10.79 16.3 4 7 3 6 2 5 163 413 _ 3 112 9.11 13.4 4 7 2 5 2 4 f34 384 3 7.58 10.8 3 6 2 5 2 4 10B 358 2 1L2' S79 7.9 2 6 1 5 1 4 79 329 2 3.65 5.1 1 5 1 4 1 3 51 301 1 1/2' 272 3.6 1 5 1 4 1 1 36 286 1 114- 227 2.9 1 5 1 4 1 3 29 279 1 US 2.1 1 5 1 4 1 3 21 271 NOTES: 1. PIPE IVNGMS ASSIINED AT 10' SPACINGS LOCATED PER 1YPIGL PIPE IATOUi AS 91°INN IN oUMIL Sx04/A 2. FOR PIPE SUPPORTED AT 5' ViTERJAIS. VNUES ABOVE MAY BE HALVED. 3. PUMUN SPACE ASSUMED TO BE V ON CENTERS. 4. SPECIAL CONSIDEMRON SHOULD BE MADE WHEN ALL BOYS ME NOT UNIFORMLY LOADED. 5. 250 LOAD IS REOWREO BY UK TO BE APPUEO TO MY ONE SINGLE SUPPORT IN ADORION TO �IPE LDADS. CLAMP REINF01 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS FEI TYPICAL SPRINKLER PIPE LAYOUT SH04 LOADS FOR SPRINKLER PIPE SUPPORTS SH05 SPRINKLER PIPE "NOT ALLOWED DETAIL" SHO6 AA AA CLAMP WITHOUT REINFORCING ANGLE AA CLAMP WITHOUT REINFORCING AN( CLAMP WITHOUT REINFORCING AN _ NOT ALLOWED NOT ALLOWED NOT�OWE0 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06A SPRINKLER PIPE "NOT ALLOWED DETAIL" FSH07 - SPRINKLER PIPE- "NOT ALLOWED DETAIL" SH07A - CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA CLAMP, WITHOUT REINFORCING ANGLE AND BENDING UP OF PURUN I AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA ' 1- REVISED FOR CONSTRUCTION . LVIIal-' STPN 10/19/OS _ _ __ _ - DODGE __ _ _ _ _ _ _ . 'STATus.- SCALE: NONE ' -DATE .. _ _ EUFAULA AL4BAMA U.S. HIGHE'S DO ' [•] MR CONSTRUCTION PAWN ar: sraN lo/14/OS U.S. HIGHWAY 1 E ] FOR APPROVAL CHECKED Br. ' FT. PIERCE, FL [ ].FOR PDi12rt aNLr � AMERICAN BUILDINGS COMPANY _. L ] FOR PREUNINARY DESIGN APPD Br: ANDERSON—MOORE CONSTRUCTION. CORD DRAVRND. - - REV.NO. 4- - CAD BY; $TAN 10 14 OS 1424:59 Ver. 25.1 NUMBER' 11251101.SED-005 T COLUMN ENOWPLL - U11LBY CUP COLUMN • ENDWALL GIRT DEPTH CL-4 GI T UTIUtY CUP (TYP.1OIE-9_ 1 �.5 • SECONDARY SOLT(S7 CL- SECONDARY BOLT15) 1/2%I 1/4 M25 • SECONDARY BOLT(S) W1 1W AI25 r _ - 1/2%1 1/4 A325 SECONMAY BOU(S) CORNER COLUMN / (2) H.T. WASHERS PER BOLT v STRUCNflAL FASIENER(S r I FOR FLANGES S 7/16' SECONDARY BOLT(5) (1j 11) 1 1 I/4 /125 BOLT STIYUCTURAL FASTENER(51 - FASTE 1/l 1/2X1 1/2 A325 1/2X1 1/4 A325 AND (') I/2-% 2 ]/16 AWI OE BOLT 'SECONDARY BOLT(S 1YP, U. IR FOR FLANGES > 7/I6' OR FOR RMM > 7/I6' 1/2%1 1/4 A32� • 1112X1..1/4 SECONDARY BOLTS) I _ (I) I/2 X _ M25 BOLT._.. _ .._ I 5D� BOLT S�OLT -SECONDARY ASZS AND I) 1/2 % 3 5/8 AM7 OE BOUT R W/ (21 H.T. WASHERS PER BOLT CORNER COLUMN AND LL-4B PER CL-4 1 1/2' I/2% R AG BOLT 16' SECONDARY BOLTS) TYP. U.N. SECONDARY BOLT(S) /2XI 1/4 M25 1/2X1 1— 1 FL OR FOR FLANGES > 7/16' 1 _ 1/2X A125 -- �—� -- 21/2' — — •GIRT EXTENSION PNCLE 3 �Gi STRUCTURAL #12X1 �1/4 CEA-5 — —� NOT REQUIRED IF OPEN ENOWALL • STNUCNPAL FASHENER(SI STE 1 4 'ii:NOT REQUIRED IFii: :.::i... ® / >N SIDEWALL::6T;:iir: 1/4' • UTILM CUP �V GABLE ANGLE CA-1 GIRT E%TENSION42L GABLE ANGLE — — AS RE00 AS RE00 1•-] 1/2" AT INSET END +I/We GA-1 2'-2' AT 8' BY-PASS ENDWALL 4/ STRUCTURAL FASHENE 4' 2'-3 1/2' AT 9 1/2' BY-PASS ENDWALL - - 5 1 2' 2 1 #12Xt 11/4 NOT REQUIRED IF OPEN ENDWALL ' INSET GIRT CONNECTION TO COLUMN WF010 CORNER GIRT CONNECTION (BEAM & COLUMN CORNER COLUMN)WFO1R BY-PASS LAPPED GIRT CONNECTION TO COLUMN WF02R CORNER GIRT CONNECTION (RIGID FRAME CORNER COLUMN) WF04 v - AA BY-PASS OR INSEF SIDEWALL / INSET ENDWALL AA AA BY-PASS SIDEWALL / BY OR INSET ENDWALL A.A _ wcrc exTnwrorA GIRT 0o xm mm. m oR awe wt wNi __- SECONDARY BOLT(S) ' 00. uW smin TAum n no- (1) I/2%1 1 4 A325 BOLT ': TR ms vRVAumx wr xEMi w • -�;' OR FOR FUNGES > 7/16- ...., sRlous wlurc. _ SECTION A SECONDARY SOL/(5) SECTION A (1) 1/2 % 1 1/4 A325 BOLT AND (1) 1/2 % 2 3/16 A307 DE BOLT „o GIRT '.r. OR MR PN 1/2% —G A325BOLT D (1) 1/2 x 3 s/a A307 DE BOLT ......-;..::- SECTION A NWTE WITH 1/2 A307 OE BOLT IN PLACE, 2 1/2 FLINGE GIRT OEPM ,: _.. ":..:... .... = WITHER ZEE GIRT CAN BE ATTACHED WITH! 1/2 A125 BOLT AND ADDITIONAL - SECTION A COLUMN NUT ON A307 DE BOLT. 8 OR 9 1/2' 1/2 X 1 1/4 A325 BOLT (SEE NOTE) OR FOR FIANCES > 7/16' 1/2 X _ M25 BOLT NOTE FOR NON -LAPPED ATTACH INNER ZEE GIRT WITH 1/2 X 2 3/I6 A307 DE BOLT GIRT CONNECTIONS 1/2 % 2 3/16 A307 DE BOLT OR FOR FLANGES > 7/16- COLUMN F%OR 3 FLANGESNGES5/8 > 7/15' T 1/2 X 3 5/8 M07 DE BOLT (2) OF THE APPROPRIATE OR A325 BOLTS MUST BE USED. BY-PASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF10R BY-PASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF1ORA ' BY-PASS CEE GIRT WF11R BY-PASS GIRT AA I'78R STEP ONE AA STEP TWO AA EAVE STRUT ENDWALL COLUMN SECONDARY BOLT(S) - / SECONDARY BOLTS COLUMN 1/2X1 1/4 A325 (2) OR Xt 1"OE5 25 8/ L SECONDARY BOLT(S (2) 1/2 % _ A325 90LT - r (1) 1/2%1 1/4 M25 SOLI( AND (1) 1/2X2 3/I6 A307 DE BOLT UTIU1Y CUP CL-4 IRT SECONDARY BOLTS (2) SECONDARY BOLT(S (2) 1/2X1 1/4 Mh /4 A3 5 clRr ENDWALL GIRT _J CL-2 NOTE FOR NON -LAPPED a 1/2, GIRT CONNECTIONS (2) OF THE APPROPRIATE M25 BOLTS MUST BE USED. EAVE STRUT TO ENDWALL GIRT CONNECTION WF60 BY-PASS CHANNEL ENDWALL INTERIOR COLUMN WF60R- BY-PASS NON -LAPPED GIRT CONNECTION TO COLUMN WF61R _ AA AA .. � AA � . - - - __ _ _ _ _ _ _ - - _. SCALE: NONE. _ :'DPTE_.' _ _EUFAULA _ : _ _ -. ALABAMA - - - 1, REVISED, FOR CONSTRUCTION - STAN 10/TR/OS STATUS CHARL�E�S DODGE _ y • . 3 , FGR`cONsmucnoN DRAWN BY: sTAN to/14/ds' U.S. HIGHWAY [ ]FOR APPROVAL CHECKED BY: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [)FOR PERMIT ONLY [ ] MR PRESIIAI DESIGN APPD BY:I I ANDERSON—MOORE CONSTRUCTION CORP DRAvnNc. REv.No. cAD BY: STAN to 14 05 14:25:00 VAT. 25.1 NUMBER' ,11251101 SED-006 1 -0 MC-1 EAVE CLOSURE FLASHING RETHANE CAULK '� EAVE TRIM WALL PANEL WALL PANEL _ENER (BY OTHERS) _ _ ANCHOR (min) WALL MAIN FASTENERS) WALL MAIN FASTENERS) ASTEN 1(SB12X1 plult EAVE SUPPORT 1/4 (BY OTHERS) -0 O.C.1 -0* O.C. OR (mint 1 1/2' EAVE STRUT BASE ANGLE 1 1/2Y FPFV-2 r BA-20 E BLIND RIVETS (3)REO'0. PER TAP GRADE pt GRADE.•- p 1/8 RIVET OUTSIDE CLOSURE OAI LONGSPAN PANEL (TYP.) BASE ANGLE DETAILBAD SECTION AT BASE ANGLE BA02 I SECTION AT BASE W/ GA-2 BA05 I OUTSIDE CLOSURE INSTALLATION AT EAVE EA37 AB ARCHITECTURAL III, ARCHITECTURAL 'V' RIB, LONG SPAN III OR MULTI -RIB WALLS AB ARCHTECTURAL III, ARCHITECTURAL V RIB, LONG SPAN III. OR MULTI -RIB WALLS AB LONGSPAN WALLS AB CORNER BASHING FCR-LENGTH D ALONG DASHED LINE CUT ALONG SOLID UNE OUTSIDE CORNER FLASHING FLOB I DOWNSPOUT OUTLET DETAIL GTO1 _ LONG SPAN WALLS AS AA ROOF FASTENER (TYPJ PROOF PANEL GUTTIF CUPS 1 DOWNSPOUR CUP TAPE MASTIC TM MC-2y4 6'-0' O.C. max. 6 LONG GUTTER TGTI EAVE FLASHING EWE CDT DOWNSPOUT BUND RIVETS DOWNSPOUT CCUP InSIDEWALL GIRT FOS-14.4 ER CUP ® WALL) (2PER DOWNSPOUT (TYP.1 FDS-14. II SIOEWALL PANEL (TYPJ DOWNSPOUT CUP lu MC-2 nU SIDEWALL PANEL II BUND RIVET (TYP.T DOWNSPOUT ELBOW II FINISHED FLOOR BUND RIVET(TYP.) VET DOWNSPOUT DETAIL GT02 SECTION THROUGH DOWNSPOUT GT03 AA AA FLANGE BACK GUT TCF_ 2• TYP, LAP FLANGE BACK GUTTER �l �TGF_ GUTTER I e TGTI GUTTER BUNG RIVET TWI (12 REO-D. PER IAP1 1/8 RVE (2) 1/4.0 BEAD GUTTER EACH UP GTS GUTTER LAP /;�'�BLIND RIVET (12 REIVO-DD. ET PER LAP) FASTENERS AT GUTTER (AP AND ENDCAP RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 DOWNSPOUT SCHEDULE GTO6 GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 AA AA AA SIGNS_ _ _ _ - _ IND. -- _. _-- SCALE: - NDNE' DATE _ - _ EUFAULA _ _ ALABAMA_ . i. RENSEO FOR CONSTRUCTION STAN 10/1@/05 STATUS C}IARLIE�S DODGE , [y FOR CONSTRUCT& oRAn BY: sTAN4 10/14/0s U.S. HIGHWAY 1 [ ]FOR APPROVAL CHECKED BY: FT: PIERCE, FL AMERIGW BUILDINGS COMPANY [ ]FOR PERMIT ONLY [ ]FOR PRe WARY oESGN APPo Br: ANDERSON—MOORE CONSTRUCTION CORP DRAWING, REV.NO. CAD er: STAPI to 14 os t4:25:0e vu. zs.t NUMBER' 11251 101 SED-007 i GTS 1/8 TUBE GTS 1/8 TUBE DOWNSPOUT Fos-14.4 BUND RIVET (6) 1/8 RIVET SAVE DOWNSPOUTS DOWNSPOUT CUPS (FDL-2) 10' 1 PC. MS-14.4 h 1 PC. POE-2 2 12' 1 PC. MS-14.4 h 1 PC. ME-2 2 14' 1 PC. FDS-14.4 h 1 PC. ME-2 3 16' 1 PC. MS-14.4 It 1 PC. NE-2 3 18' 1 1 2 PC. MS-14.4 k t PC. FOE-2 4 20' 1 112 PC. MS-14.4 h 1 INC. ME-2 4 22' 1 1 2 PC. i05-14.4 h l PL. FDE-2 4 24' 2 PC. fD5-t 4.4 k 1 PL. FOE-2 5 26' 2 PC. FDS-14.4 h 1 PC. FOE-2 5 2 PC. FDS-14.4 h 1 PC. FDE-2 6 30' 30' 2 PC. FDS-14.4 1 PC. FOE-2 6 34' 2 1 2 PC. MS-14.4 34' 2 1 2 PC. FDS-14.4 @ 1 PC. TTJE-2 7 36' 2 1 2 PC. MS-14.4 Sc PC. FDE-2 7 38' 3 PC. FDS-14.4 k 1 PC. FOE-2 8 40' 3 PC. FDS-14.4 k I PC. ME-2 8 DOWNSPOUT (FIELD CUT) GUTTER ELBOW FOE-2 DOWNSPOUT ' DOWNSPOUT TURNOUT )W _2 OW ME-2 DOWNSPOUT RETURN NOTE 1. OUTSIDE CLOSURE REQUIRED FOR BLDG. SLOPES 1 1/2 : 12 OR ESS. 2. CAP FLASHING TIES FOR BLOC. SLOPES GREATER THAN 1 1/2 : 12. gUTSIDE CLOS$URE (SEE NOTE 1) LONG SPAN PANEL WALL MAN FASTENER(S) (TYP) I12X1 1/4 NO, O.C. BLIND RIVET TTPICAL 6 REO'D. PER FLASHING LAP 1/8 RIVET ROOF MAN FASTENER(S1 NI PER GUTTER CUCC E CHART BELOW TAPE MASTIC SPUCE UNDER CUP) 14 TM 0 LENGTH ROOF PANEL THERMAL BLOCK EAVE SUPPORT TRIM ALIGN WITH FACE OF WALL PANEL OPTIONAL FASTENER (A) MUST BE PRE -INSTALLED WALL PANEL) ROOF PANEL I ROOF FASTENER (A) ROOF FASTENER (B) LUG SEAM LOU) 1 #14 X 1- B14 X 1- STANOING SEAM kbzv. SOP B14 X 1' 1 #14 X 1- 60WNSPOUT DETAILS GT08 PANEL CLOSURE DETAIL AT RAKE RA01 CORNER FLASHING DETAIL (OUTSIDE) WC21 STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EAO1C ARCHITECTURAL III, ARCHITECTURAL Y RIB OR LONG SPAN III WALLS AB LONG SPAN WALLS AS WITH THERMAL BLOCKS AA ROOF TRIM FASTENERS) STANDING SEAM PANEL Fwilt PREGNION PAVE CLOSURE FLASHING #14 X 1 w xaT STEP ON PINFL NF M[ u1E umc FNlr zEn SAVE STRUT Mx FA4FHFP5. RAKE FLASHING TAPE MASTIC a/4 RM WALL TRIM FASTENER(S) ®14X7 B METAL CLOSURE ROOF TRIM FASTENER(S) 14 X 1 1 -0' O.C. AT PANEL RIBS SSMC-I I ) 2 PER CLOSURE TAPE MASTC THERMAL BLOCK 3/4 V TB-1 . OUTSIDE CLOSURE EAVE SUPPORT FLASHING 7 SUPPORT (SEE SECTION AT PAVE) WALL TRIM FASTENER(S) FSE-IT FLASHING ®14X7/8 O.C. AT PANEL RIBS EAVECLOSURE FLASHING WALL MAN FASTENER(S)� NOTE: SEE DETAIL EA26SA RA01 #12 X 1 1/4 MD WEEA OR EA36TA WOOD AB 1'-0' O.C. BLOCKING / GABLE MEMBER //_ GIRT EAVE STRUT (BY OTM�) / (SEE NOTE 5) STRUCTURAL FASTENERS) WALL TRIM FASTENER(S) / #14 X 7/8 V-OXD.C. / 1'-0 O.C. / - WALL PANEL j WALL TRIM FASTENER(S) OUTSIDE CLOSURE Aou - / 814X7/8 2 -0 O.C. AT PANEL SIOEIPMS NOTE : HORIZON& FEE OF FNLIII PAVE TAM OR RUNGE RICK GUPIV IS VORAUM eENON THE MASTS MD THE FAW TRIM F O NER OF NNE MO OPFIONS IS RECOM. - SEE MPROPRATE PAVE MAIL wiTr PracNrtnFE w.xvr sTv, m m are ax TwL Oro04� �F:W N �IE.vaml N� SWa19 wWF. I - LONGSPAN PANELS SAVE SUPPORT STRUCTURAL FASTENER f12X1 1/4 SOHN 1'-0' O.C. SECTION AT EAVE WITH THERMAL BLOCK EA04C EAVE SUPPORT FLASHING ATTACHMENT EA10 STANDING SEAM ROOF / ARCHITECTURAL OR LONG SPAN WALLS SB ARCHITECTURAL 111, ARCHITECTURAL Y RIB OR LONG SPAN III WALL PANELS AA ALL ROOF PANELS WALL MAN FASTENER(S) F#12 X 1 1/4 1'-0 O.C. EAVE SUPPORT PUSHING STRUCTURAL FASTENER 'IN (J12X1 1/4 SOHN /1'-0" O.C. llel��`BASE ANGLE BA-20 SHOWN, OTHER OPTIONS SIMILAR GENERAL NOTES: 1. CROWD OR STRETCH PANELS SUGHILY AS NECESSARY TO MAINTAIN 0'-0' COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME. O. PANEL SIDELAPS SRCHED 2'-0" ON CENTER WITH /14 WALL FASTENERS. 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE ERUSH. DO NOT USE AEROSOL TYPE PAINT FOR TOUCH UP CORNER FUSHINC� MR -LENGTH 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL `BASE GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT ANGLE CORNER - — FBC-1, IF BA-20 REOb FLANGES WILL CAUSE DIMPLING OF PANELS AT SCREW LOCATIONS. _ TYPICAL CORNER DETAIL AT PANELS WC20 THERMAL EAVE SUPPORT FLASHING ATTACHMENT .EA10C ' ARCHTIECTURAL 111. ARCHITECTURAL N' RIB OR LONG SPAN III WALL PANELS AA LONG SPAN WALLS I AB LOC SEAM OR STANDING SEAM ROOF PANELS - .. - _ . _ _ . _. _ _ - ... _- _ - ' - SCALE: _ {IONE� - DATE _ _ ._ _... CHARLIE'S DODGE U.S. HIGHWAY 1 PIERCE, FL - ANDERSON—MOORE CONSTRUCTION _ CORP EUF ULA AlABAMA A - - _ AMERICAN BUILDINGS COMPANY lu.E�R - __ - - - _ - ._ - REVISED FOR CONSTRUCTION STAN 10/19/05 6,9 LFT. 'ONLY ARr _ oRawN er: STAIN 10,114/05 q�� DESIGN APPD BY: DRAWING, NUMBER' 11251101 SED-008 REv.NO. T rAD BY: STAIN 10 is OS 14:25:14 V l 25.1 NOTE : REVIEW SAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE USED AS THIS OPTION CHANGES THE LOCATION OF THE MASTIC. ROOF PANEL EAVE CLOSURE FlA WALL STEP 1. SEE INSTRUCTION NO. 5 SEE NOTE C SULATION ISUTATION STT'P 2. SEE INSTRUCTION NO. 5 SEE NOTE NOTE: SHADOW PANEL INSTALLATION SHAH VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. INSTRUCTIONS '- 1. PRIOR TO SHEETING THE ROOF OR WALL. THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMMN IN PLACE UNRL ALL WALL SHEETS ME INSTALLED. 3. PLACE THE EAVE SUPPORT FLASHING (FSE-1 OR FSE- 1T) ON THE EAVE STRUT, LEAVING AN 1 1/2- OPENING BETWEEN THE OUTSIDE FACE OF THE SAVE STRUT AND THE INSIDE OF THE FAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2- OPENING WILL ACCOMMODATE THE MCHRECTURAL III, ARCHITECTURAL 'V RIB OR LONG SPAN 111 WALL PANELS. AN OPENING OF 3 I/B' MUST BE MNNTNNED FOR SHADOW PANELS. SECURE THE EAVE SUPPORT FLASHING WIIH 912 X 1 1/4- SELF DRILL FASTENERS LOCATED V-O' O.C. THESE ME PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BE THE EWE SUPPORT FLASHING. INSTALL SAVE CLOSURE FLASHING (TFEC_) INSTALLING TO INSTANG ROOF PANELS. EAVE CLOSURE FLASHING IS HELD IN PLACE BY ROOF FASTENERS AT EAVE. 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REOUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO ME FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND SAVE CLOSURE FLASHING. PLUMB THE PANEL AND SECURE WTM THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. STEP 3 SEE INSTRUCTION NO 6 SEE NOTE OOF TRIM FASTENER(S) 814X1 EAVE CLOSURE FLISHIN STANDING SEAM PANEL SANELY PREGWfI'JN at xm sDn ax vum xTAn TILE G4E IwR i161Y SMLPED _ MM EASffHd9. TARE MASTIC EAVE SUPPORT FLASHING STRUT LIMPLES. FCR� LOCAPNG FASTENERS IN ENDIAPS ONLY FASTENER INSTALLATION AT EAVE STRUT EA26 STANDING SEAM ROOF SA 'PIGTAIL' MASTIC TO JOIN CONTINUOUS SEALING RUN OF ROOF TRIM FASTENER(S) MASTIC UNDER TIME FLASHING �/'#141K1 SDRF \ _ EXPANSION HACK -UP FLASHING FEB-0.6 \ THE MASTIC \ 3/4 TM UNNERSAL TIME FLASHING TRI-15.2 / I/4'0 URETHANE CAULK GR 1/8- BLIND RNET ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA11_ UNIVERSAL RAKE FLASHING FL02 AA LONG SPAN, STANDING SEAM h LCC SEAM AA STRUCTURAL FASTENERS) swE1Y vr¢aunox wsuunax Lvs xP Lan 66Aaxc THERMAL BLOCK SIgENGM M4MNN BOP! WMLM ax MPRPJFD scMES aq THE MASTIC ROOF TO WALL FLASHING ffNFFy POOF PN165 TN t FRW-_ (NOTE YASIIC LOCATION) THERMAL BLOCK WE SUPPORT FLASHING EAVE CLOSURE FLASHING I _, STRUCTURAL FASTENER(S) =- 1/4'0 BUM CAULK I 1/8' BUNO RIVET SAVE CLOSURE FLASHING - EAVE SUPPORT Way FASTENER(S) ' FLASHING WALL FASTENER(S) \ ROOF TRIM FASTENER(S) - • 014 X _ SDRF WALL FASTENER(S) OUTSIDE CLOSURE - ® - WALL PANEL EAVE SMUT . . ..WALL PANEL _ - EXPANSION BACK-UP FLASHING \ - - . - ARCH. WALL PANEL - FEB-O6 - SHOWN, OTHERS SIMILAR PRIOR TO THE INSTALLATION OF THE FlRST ROOF PANEL- THE SIDEWALL AND ENDWALL SHEETING SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LANE OF 'PIGTAIL' MASTIC TO JOIN \ 3/4- X 3/16- TAPE MASTIC DOWN THE EAVES AS SHOWN MOVE LEAVE THE PAPER BACKING CONRNUOUS SEALJNG RUN OF - EAVE STRUT --0N-THE TAPE -UNTIL ME ROOF -PANEL IS READY -TO BE SECURE). — - MASTIC UNDER ROOF TO WALL FLASHING TAPE MASTIC ' - OUTSIDE CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE EA28C ROOF TO WALL FLASHING 3/4 TM FL04 AT HIGHSIOE CONDITION AA WITH THERMAL BLOCKS AB .. - _' -. 9rnnls - SCALE. ' - NO -NE' .GATE - _ CHARLIE'S DODGE _ U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFAU V+ ?gq... .ALABPAIA - — - AMERICAN BUILDINGS COMPANY lRu...REASONS_ - ' 1 REVISED FOR LONSMUCIION _- - SjAFI _ 10/19/OS [e) FOR U=ON [) MR APPROWk1 [ 7 roR PEMIT ONLr E) FDN PRDJMINMY DFAWN.BT: SfPfl 10/1{/05 CHECKEDaY: _ DESIGN MPD ar: GRAvnNG. - NUMBER' 1251101, SED-009 1 cAn er: STAN 10 I4 Ds 14:25:19 Vev. 25.t SAS YOU ARE SETTING EACH PANEL INSTALL THE EAVE CLOSURE AS PER THE FOLLOWING INSTRUCTIONS PANEL (MALE STANDING SEAM jj(50 I/p STANDING SEAM 36 ROOF TRIM FASTENER(S) NOTES' W PANEL (MALE RIB) M C PAPER BACKING (114 % _ SORE INSIDE METAL CLOSURE MASTIC } TM MgSfIC INSIDE METAL 1. ALL NG ROOF FFLASHINCKUP NGGSHLAPS ING FEB, BE SEALED WITH 3/44SEE DErAL )X 3/16 TAPE MASTIC AND REINFORCED SSMC-I } 4 TM } 4 TM CLOSURE SSMC-I INSIDE METAL CLOSURE SSMC-I 2. ALL FLASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL 1 - ROOF FASTENER 3/4 T 1/4'0 BUTYL CAULK - - }/4 TN SSCK-1 I I BE ONE INCH.. 814%1 \I FEBP EXPANSION BACK-UP FLASHING 3. WITH ROOF FAASTENERS TWOINCHESON CENTER 160U�ANTTY WILL VARY WITH GUTTER 52E. ROOF FASTENER I\ 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; FLSAR HINGS THAT E APPLY TAPE ER STEP 2. POSITION CLOSURE UNDER MALE RIB AND r14X1 I I \ Y EXPOSED TO ROOF CONDITIONS, USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL MASTIC TO TOP SIDE OF METAL CLOSURE DO NOT REMOVE THE PAPINSTALI \ OTHER CONDITIONS USE I/B INCH BUND RIVETS THREE INCHES ON CENTER - STEP CLOSUBACKIG. STEP 3, UFF PANEL AND INSTALL THE INSIDE iAS1ENER. THE PL THE OUTSIDE FASTENER THROUGH RE -PUNCHED HOLES. REMOVE THE PAPER FROM THE MASTIC ANO \� \ BUM CAULK PRESS THE PANEL FIRMLY IN PLACE BUM STANDI G SEAM 360 STANDING SEAM 36p MALE RIB) (FEMALE RIB) 7 \ PANED (FEMALE RIB) / 1/B• BOND RIVET ROOF FASTENER INSIDE METAL f14X1 CLOSURE SSMC-I ROOF FASTENER ROOF FASTENER ((11YYP. U.N.) U.N.) �14%1 l4iI ` l u._. 3%4nTM ` I 'PIGTAC MASTIC TO JOIN ROOF TO WALL FLASHING CONTINUOUS SEALING RUN OF MASTIC UNDER TRW-15.2 ROOF TO WALL FLASHING ' STEP 4 INSTALL GAVE FASTENERS IN THE FLAT OF THE STEP 5. INSTALL THE NEXT PANEL RUN AND REPEAT PANEL IN THE CORRECT PATTERN. INSTALL STEPS 1 - 4. BE SURE TO INSTALL A A FASTENER THROUGH THE SIDE OF THE ROOF FASTENER INTO THE SIDE OF THE NEXT A PROPERLY COMPLETED RIB CLOSURE J�4 MASTIC - ' CLOSURE AS SHOWN ABOVE. APPLY CAULKING PANEL AS SHOWN ABOVE TO THE INSIDE FACE OF THE SEAM CVER THE INSIDE METAL CLOSURE INSTALLATION, EA36 UNIVERSAL ROOF TO WALL FLASHING FAA TM FLASHING LAP GENERAL NOTES FL06_ CLOSURE LONG SPAN, STANDING SEPM d: LOC SEAM AA STANDING SEAM 350 TA AT RAKE CONDITION AA GUTTER (BUND RIVET 3 REQUIRED) RIDGE FVSMING RIDGE FLASHING END CAP ROGF TRIM F6 R(S) TGTI 1/8 RIVET RFEC-1 (6 REQUIRED) RA05 6 CAUU< \ 814X1 - PA RAKE FLASHING AA RAKE FLASHING ALL AROUND \ M-15.2 ROOF PANEL TR1-15.2 GTS .RACE CAPROOF PANEL \ (FIEUD CUT) 'p FIELD CUT) RIIXIE SUPPORT AUSHRIGMEW TRCIC 1 "� U• ( _ (FB1D NOTCH Fd1 PAQ fVP A.'tifN1AlI0N.) POPLIN — — — THERMAL BLOCK — — — (R�UTM ro BCC' -0 \ TAPE �I I k� PURUN FIELD NOTCH MID GOD ATI RAKE FlE W. TO CREATE FAGS 10 ARACH RAKE W. .I\ FLASHING PoAL WE RA01 FLASHING TAPE MASTIC RA01 RSF-1 AB RSF-1 \ AB WALL TRIM FASTENER(S) WALL TRIM FASFENER(5) TAPE MASTIC \ �14X]/B /14%]/B (APPLY \ RARE FLA5HIN \ \ 1 -0' O.C. 1'-0' D.C.OTEDNEAB REN _ \T \ WALL MAN FASTFJJEB(S) - CLOSURE) GABLE ANGLE \ 1 6• BUND RIVEF /12X1 1/4 WALL MAN FASTENER(5) 3/4 TM - RAKE SUPPoRT BUND RNET Iyy / 812X1 IC. -/ (12 REQUIRED) I'-0' O.C. 1 -0 O.C. ( ANGLE 1/8 RNET I WALL PANEL WALL PANEL T� M� RAKE SUPPORT 1I711 FLASHING RSF-1 (3� FA9ENB1(S) 1 /4'0 URETHANE CAULK (4 iEWIRED))IQIEA(S 3/4 TM mm (� REQ J GTE g 4X] 6 14%1TRW OF PMIELS AND OPPOSITE TME I. OF RIDGE OIATIFD FOR GAMY. STANDARD GUTTER FL09 - UNIVERSAL RAKE DETAIL RA02 UNIVERSAL RAKE DETAIL RA02C UNIVERSAL RAKE CAP INSTALLATION RA03_ LONG SPAN, STANDING SERA Y LOG SEAM AA LOC SEMI OR STANDING SEAM ROOF / ARCHITECTURAL OR LONG SPAN WN15 AA ARC SEAM OR STANDING SEAM ROOF WWALLS AL BLOCKS AA STANDING SEAM ROOF SA ARCHITECTURAL SEAM OR LONG SPAN PANEL WALLS /\ ROOF TRIM FASTENER(S) SUP ANGLE CUP SUP ANGLE CUP (1 PER PURUN LOCATION) ROOF TRIM PASS (1 PER PURUN LOCATION) \ RAKE FLASHING (NOT TO PASS THROUGH M-21 (NOT TO R GA THROUGH CU_21 \ GUTTER ENDCPP PU14% OR GABLE ANGLE) PURUN OR GABLE ANGLE) WE ENDCAP 6� O.C. 6 O.L. > AUGN WITH -GAVE SEAL TAPE MASTIC RAKE FLASHING TAPE MASTIC WE FLASHING 3/4 TM 3/4 TM CORNER CAP BOX THERMAL CO BLOCK TCB_l ROOF PANEL WAL. RUN ROOF PANE ATE GO L AT NOWALL \ — — — — — — TB-1 FOR STANDING Sm WE ...... .. GUTTER \ ANGLESUPPORT — — — — _ — — M-2 OR M-3 MR RSA-1 LOC SEAM URETHANE CAULK \ URETHANE CAULK STRUCTURAL FASTENER(S) — — — — — — — STRUCTURAL FASTENER(S) - 1/4.0 BEAD \ 1/4'0 BEAD ((2 PER CUP)(2 PER CUP GTE •/ I On/12%1 1/4 B12%1 ICU ) BUND RIVE (12 REO'D. PER /I RACE SUPPORT FLASHING RAKE SUPPORT ANGLE " 11//BLRIVET / I I RSA-1 GABLE ANGLE BUILDING CORNER J BUND RWET I BUILDING CORNER GA-1 GABLE ANGLE (SEE NOTES) (10 REO'D. PER (SEE NOTES) STRUCTURAL FASTENER(5)-t NOTES:: - - - Cc ROX1 _ (1 XER f/4 UN) _ MUCTu FASTENER(S) 1. START AND STOP GUTTER AND RAKE FLASHING 1/B IVET - @ - - _ ((2 PER PURUN) AT BUILDING CORNERS AND AJGN WITH OUTSIDE ff3Xt 1/4 EDGE OF WALL PANEL AT CORNERS. I _- PURUN - _ 2. THE FIRST-10 FEET OF THE WJ(E- MOM -THE CORNER - -- -- - -- - --- - - -- - SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT OFAR _ WPLL PANEL NOT SHOWN PURUN WALL PANEL NOT SHOWN' WHEN INSTALLING THE CORNER BOXES. PERMANENTLY ATTACH p�g0T1H m FOR CIPRIT' raft CLMm THE RAKE AFTER CORNER BOXES PRE INSTALLED. A CORNER CAP BOX INSTALLATION RA04 UNIVERSAL RAKE DETAIL RA05 UNIVERSALRAKEDETAIL RAO5C (UNIVERSAL OR CUSTOM RAKE) AA EXPANDED VIEW OF RAKE CONNECTION AA EXPANDED NEW OF RAKE CONNECTION AA -:.. _ - . - SCALE. -NONE ALABAMA EUFAULA, - - 1 REVISED FO$TAN tD/tB/Os STATUS CHAF'W ='S DODGE R CONSTRUCTION 1 FOR CONSTRUCTOR [. DRAWN EY: 'M • 10/14/Q5 U.S. HIGHWAY 1 [)FOR z CNECI(ED IiY: FT. PIERCE, FL - [ FOR PEAMT DNLY AMERICAN BUILDINGS COMPANY [) FGR PREuuINARY M N APPD BY: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251101 SED-010 ftEv.No. uD ar: $TAN l0/14 DS la:zs:zs - vcr. zs.1 NUMBER' 1_ NOTE: FIELD NOTCH AND BEND ROOF TO WALL FLASHING TO CREATE ENDCAP. SEAL WALL PANEL SIDEIAPS WITH 3//4' TAPE MASTIC DURING STIRT MASTIC AT CLOSURE - - PlSTAWITON. AND CONTINUE UP SIDELAP 36'. •DO STITCH SCREWS 6' O.C. FOR 36" V NOT ATTACH WALL FNTENER THROUGH AS ROOF TO WALL FLASHING ROOF TO WALL FLASHING RW-15.2 I I ROOF FASTENER(S TYP ' GABLE ANGLE GA_q DO NOT ATTACH TTO PURUNS I I _ b12X1 1/4 AT LONG SPAN AT LOC—SEAM h SNT14X1 ANDING SEAM u ♦ AU%. RAKE FLLSHIN IARF-1 RAKE SUPPORT ANGLES � - - COMINUYSX 3/I6 ROOF PANEL FIELD TRIM PANEL AND STRUCTURAL FASTENER(S) BEND UP IF REQUIRED 2 PER IPURUN ' ®'-0 O.C. THERMAL BLOCK (IF REO-D) TB-1 AT STANDING SEAM M-2 OR TB-3 AT LOC—SEAM ROOF TO WALL TRANSITION AT GABLE RA30C ARCHITELTURAL OR LONG SPAN WALE AB STANDING SEAM 360 BUTYL CAULK 6' UP MALE RIB SSCK-1 ROOF TRIM FASTENERS) (SEE DETAIL FA2fi/SA $14%1 RIDGE FLASHING RUE— STANDNG SEAM METAL CLOSURE SSMC-0 SEE DETAILS RC34/SA AND RC35/SA SiANDING I STANDING SEAM) Il t II - .....I R• I I \ \ , 1I PANEL NPR PURUN J - - - 1 (6) ROOF TRIM FASTQiER('. L 4X1 ROOF TRIM FASTENER(S) RIDGE SUPPORT a14X1 FLASHING 2'-0' O.C. RJF-1 RIDGE DETAIL RC32_ STANDING SEAM SA 1 TAPE MASTIC SEAL \ \% _ 3/FRTMDGE FlA4ANC \ \ \ STRUCTURAL FASIENER(S) a12X1 1/4 SDHH NOTE: \ 2 PER CUP USE TERMINATION \ \ RAKE ENO STRIPS AS RE0 0 AT \ ppTU p• REINFORCED STANDING SEAM THE FABRIC CUT ENDS \ RAKE ENOfAP \ STANDING SEAM 360 PANEL 360 PANEL CUP STANDING SEAM PANEL NOTE: ONLY ONE SIDE OF RIDGE SHOWN FOR CLARITY TREC- 53PC—Ji PART B' RIDGE EXPANSION AT ROOF TO WALL TRANSITION RA32 UNIVEENRRS aWRAKE ENDCAP INSTALLATION RAN I A70 REINFORCEDING D 6PANEL CLIP ATTACHMENT DETAIL RCA02 STANDING SEAM FA STANDING SEAM 360 PA AFTER INSULATION IS IN PLACE AUGN RAKE SUPPORT ANGLE (RSA-1) WITH RAKE CABLE ANGLE. HOOK SUP ANGLES CUP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE AND ATTACH SUP ANGLE CUP TO GABLE ANGLE AT EACH PURUN LOCATION AS SHOWN. PRE —PLAN STARTING AND FINISHING PANEL CUTS SO THAT A 6' MINIMUM PANEL FLAT IS ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 3' PAST THE BACK SIOE OF THE EAVE STRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT WILL HELP KEEP THE PANEL OVERHANG STRAIGHT). REMOVE PAPER BACKING FROM APPROXIMATELY 2 FEET'OF SAVE MASTIC AND INSTALL ACCORDINGLY. FIRST PANEL INSTALLATION (UNIVERSAL RAKE) RCi 1 STANDING SEAM 360 1 TA ...... .. TAPE IC 4NG UPPER RIDGE FAHINGFLALOWER RIDGE FLASHING 0 S•LPIECE 'A'3 4' 2' T E4 MASTICS 3, 3. 3• 1'--�IIII111IµµIII11. �1.1 �3• ' ROOF TRIM FASTENER( alb%1 -STANDING SEAM LOC SEAM AND IANGSPAN (TYP. BOTH SIDES) (TYP. BOTH SIDES) HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'S' OVER PIECE 'A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4.0 HOLES THROUGH BOTH PIECES OF RIDGE FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'B' BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE 'A' AS SHOWN. LAP PIECE 'B' OVER PIECE 'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG RIDGE. EXPANSION JOINT AT RIDGE FLASHING R�C� EWE CLOSURE FLASHING W ALLL PANELS NOT SHOWN FOR CLARITY ROOF TRIM FASTENER(S) 4X— SURF O.C. PIECE PER �90F FLASHING I BACKUP FLASHING FEB__ [o TAPE MASTIC 3/4 TM STRUCTURAL RAKE SUPPORT ANGLE ANGLE CLIP FUR alMNIZIf KS INSULATION NOTE:ME THERMAL _ PANEL MAY BE USDA R BETTER INSULATING VALUEAN OPTIONAL. ACCESSORY FOR S. IT 5 PLACED E STANDING S OVER EAM µEACHO PURUN AND EAVE STRUT ON TOP OF THE BLANKET INSULATION. TO ASSIST IN THE INSTAUATION OF THE THERMAL BLOCK AN ADHESIVE SPRAY (SADH-1) SHOULD BE USED. READ AND FOLLOW THE INSTRUCTIONS AND PRECAUTIONS PRINTED ON THE SPRAY ADHESIVE CONTAINER. THERMAL BLOCK INSTALLATION 1 RC26C AA HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'B' OVER PIECE 'A'. PRE —DRILL THE REQUIRED NUMBER OF 1/4.0 HOLES THROUGH BOTH PIECES OF -ROOF FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'B BACK AND APPLY TAPE MASTIC AND BACKUPFLASHINGON PIECE A' AS SHOWN. LAP PIECE 'S' OVER PIECE 'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF CONORION. SECTION THROUGH ROOF FLASHING LAP 1 RC35A AA E . LNGR DAIL-_ usw�_ - SSE: NONE - -DATE )/05 sTms _ CHARLIE'S" DQ_DGE' _ - [•] FOR CONSTRUCTION DRAWN 7fY: STAN - 10/14/05 U.S. HIGHWAY 1 [ ] FDR APPRPYAL CNECNED BY: FT. PIERCE, FL C ]FOR PERMIT ONLY [ 7 FOR PRELIMINARY DESIGN APPD BY-.1 ANDERSON-MOORE CONSTRUCTION. CORP 11251101 SED-0111... 1 - USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN ftiDGE FLASHING THINGS TO pEMEMBER PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE _ 3' 6' 6 6' 3' 1. THINK SAFETY. STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH ROOF TRIM FASTS FASTENERS N• ROOF TRIM FASTENER(5) 2. CARE FOR PANELS IN ACCORDANCE OPENING AT THE BOTTOM FOR MR TO CIRCULATE. SOR� 4 PER CLOSURE 814X1 WTIH ERECTION GUIDE. 3. ALIGN GIRT. 4. PLUMB FIRST AND EVERY PANEL TAPE MASTIC CON➢NUOUS I I _ 5. CHECK COVERAGE ON EVERY PANEL _ aw¢ NHEN xeNouxO PaY¢s - - MASTIC CONTINUOUS RIDGE FLASHING OR - - - I 6. FOLLOW SCREW ATTACHMENT SEQUENCE ]�4 HIGHSIDE SAVE FLASHING TRAILING TO LEADING. II TOP TO BOTTOM. CLOSURE ROOF TRIM STANDING SEAM OUTSIDE 7. 00 NOT EXCEED INSULATION THICKNESS SSMC-o FASTENER(S) METAL CLOSURE (4' MAX.). ' #14%i RIDGE SUPPORT FLASHING B. DO NOT 'RATCHET' OR OVERTIGHTEN WALL CASE PANEL SCREWS. THIS WILL CAUSE SEAM CLOSURE TAPE MASTIC CONTINUOU PANEL-G•. 9. USE THE FIAT OF THE L PANEL TO APPLY PRESSURE WHEN INSTALLING. v STANDING SEAM 3/4 TM PANEL (TYPICAL) (SEE EXAMPLE) LONGSPAN III PANELS SHOWN ARCHITECTURAL III AND 3- 6" 6' I 6" I T ROOF TRIM 10. DO NOT USE ABRASIVE SAWS OR OTHER v MULTI RIB SIMILAR. FASTENER(S) CUTTING TOOLS WHICH PRODUCE HOT METAL TARP OR PLASTIC COVER a14X1 PARTICLES OR BURNED EDGES. TAPE. MASTIC CONTINUOUS METHODS WILL DAMAGE WE� USE 6PACERS BETWEEN BUNGLES 3/4 TM sEE DEuv RCTN/M MR IWT NON INSIRN . FOR W-O -0 MC-(3-THESE PAINTED AND FINISH AND WILL v / v s DETM Rc /AA FOR RME x RNG w m51RIGTKNS ANY WARRANTIES. USE DOUBLE CUT SHEARS, . ES. USE D L RTER T mwA =N OF 1,2 R , I.... mNwE1Ev, FROGUM uim Tr6 RODE cusuRE m . ABOh. eEPORE Avr uarnc Is APPNE1x =TUN PANETS OF. Da .. vuv. PO9 - RODE'P F1AvoNG, RIF—L m THE ENvs NIBBLERS OR OTHER CUTTING DEVICES WHICH BLOCK ABOVE GROUND aP eam PAYELs my NO IN RACE TNM VSE GRP 'c CMNPR PRON W F,,,NINO M ENO OF PAYEES 911x 014 X 1' sws B DO NOT PRODUCE HOT METAL PARTICLES OR SEAM CLOSURE FIF STANDING SEAM CAULK EN (S-D' O.cJ Nsur_ �/� x /Te• N snc gnu CUOS- E (WmC-O) O As PEa UF aw/v NV`M UML A ON THE BOTTOM AND NUYEER a ¢ ,,,,, S MW NOUN VOI A (BOIH SOTS OF REGE) TO IM A LENNcm OF RNGE F RIG. " A BURNED EDGES. TIE DOWN SC-0 sumaOrt IN THE UP AREA GgRg11aU5 SRdP OF 3/A• x 3/1A' NA51Ic OAT 1NE TCF OF NE mOal Es AN9 IPPLr 1NE ROTS FN9NNG PANEL INSTALLATION NOTES GE04 PANEL STORAGE GE51 RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35_ RIDGE FLASHING ATTACHMENT RC37 - AB LONG SPAN 111, MLHffEClURP1 III, AND MULTI -RIB PANELS AA STANDING SEAM SA STANDING SEAM SA LONGSPAN WALL PANELS 360 PANEL NOTE ROOF TRIM FASTENER(S) -:PRIOR TO lAP STRUCTURAL FASTENER 2 REQUIRED PER CLIP /12%1 1/4 SDHH (FEMALE LEG) FACTORY APPLIED MASTIC (FEMALE LEG) SEE4XI .PANEINSTALLS FASTENERS, PANELS MUST 6• RL0]/SA FACTORY APPLIED MASTIC BE SEAMED TOGETHER. ANEL / I 360 PANEL 360 PANEL `FEMALE LEG)) 360 PANEL STAND((MALE NG LEG) TAPE MASTIC PAD (STANDING MALE LEG) LOWER PANEL D OF PANEL6' PANEL CUP STIFFENER r PURUN -IPANEL CUP PURDIf� PURUN STRUCTURAL FASTENER \STANDING SEAM 360 PANEL 'PURUN PAYEES U.I. w I,O PREP ON P a0 NOT _ — — — — — !OUR ) iNLT SfdIRFD WM F0.51ENpS. HOOK TAB OF CUP OVER MALE AEG OF PANEL AND ROTATE DOWN INTO N. SECURE THE CUP TO THE PURUN WITH TWO /12%1 1/4 SOHH FASTENERS. AGAUGE GE SHOULD BE USED TO MAINTAIN PANEL MODULE RSA6 TYPICAL CUP ATTACHMENT TO PURLIN R17 DETAI L AT SIDELAP RC01 DETAIL AT FINISHED SEAM RCOS ROOF PANEL ENDLAP T STANDING SEAM 360 A _ G STANDING SEAM 3fi0 7A STANDING SEAM 360 TA STANDING SEAM 360 PANEL CUP ROOF OOX1 TRIM FASTENER. TYP.— T T - I I T \ T ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN 0 0 STANDING SEAM 360 PANEL I WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. I WHEN ENDLAPS ARE REQUIRED THE UPPER 6 INCHES OF THE LOWER PANEL SEAMS ME NOTCHED TO ACCEPT THE UPPER PANEL THIS LAP WILL OCCUR APPROXIMATELY 12 INCHES [ I ABOVE A PURUN. PRIOR TO SETTING THE UPPER PANEL INSTALL THE LAP STIFFENERy SSLS-1 AS SHOWN MOVE. THEN PLACE PRECUT LENGTH OF SPECIAL 1 1/2' % 1/8 AB I I I STANDING SEAM 360 PANEL BUTYL CAULK 1 I STANDING SEAM LM MASTIC ACROSS THE NOW OF THE PANEL BEGINNING AND ENDING - SSCK-1 I AT THE VERTICAL SEAMS. APPLY'SSCK-1 (BUTYL LAP (HULK) TO INNER FACE OF I [ BOTH MALE AND FEMALE SEAMS, MAKING SURE THAT BACK EDGE OF MALE NOTCH IS STANDING SEAM 360 CUP COVERED. INSTALL THE UPPER PANEL WITH RS LOWER EDGE FLUSH TO THE BACK S1DE ` CAULK END OF PANEL OFS WE N AT IN WEWERPANELSECURE THE LAP WITH #14 X 1' ROOF FASTENERS DIMPLE SEAM fi' PRE-DIMPLED STANDING SEAM 360 PANEL I LAP STIFFENER SSLS-1 BLITZ CAULK SSCK-1 DO NOf STEP ON NB OF P.Wfl KM'S SIFP ON MT S FS CO NOT STEP ON PAYEES VI11_L F Y SEGWRED \ - I M1M FASIENEFfi. INSTALL CUP MAKING CERTAIN THE SLIDING TAB IS CENTERED_ BEFORE ATTACHING - CUP TO THE PURLIN. CAULK END OF PANEL SEAM 6' PANEL LAP DETAIL RC07 PANEL CLIP INSTALLATION RC18 STANDING SEAM 360 PANEL TA STANDING SEAM 360 TA - SAVE .✓/ TAPE MASTIC PAD /� 1 1/2 TP SCALE. E DATE. - EUFAULA ALABAMA _ - _ _ _ _ _ _ -- - - _ _NON _ - BTATUS .-_- CHARLIE�'S DbD_GE- - - - 1 REVISED FOR -CONSTIiUCRON STAN 10/19/05 ION DRA1iN 91*. STAq' 10/14/os U.S: HIGHWAY1.E, �MR�ff LYY DESIGN APPD BY: ANDERSON-MOORS FL ,. - AMERICAN BUILDINGS COMPANY CONSTRUCTION CORP DRAWING. REV.NO. NUMBER' 11251101 SED-012 1. - CAD BY: STAN 10/14os ta:zs:3a vDF. 25.1 , SNET' MtEGWMN: • NOTE :BEFORE PITY MASTIC IS APPLIED. CLEAN PANEL STANDING SEAM OUTSIDE ytflY PxEcwna't 0 OA eNo ON R zu P svasnxc6c I Roan vwOs. SURFACE F ANY DIRT AND OIL METAL CLOSURE SSMC-0 usE I]TRPIE wmox xxw xa+rcixc AT THE uv[ Or NaDF Oa xm M. ox R® Or vual OR WIIIIM s FETT ov IRISECURm vAN¢ wo, usE osxA AvvRwEn nE aRz. xErrlNOs OR NNIs vmw coRwxc Ox RWR. STANDING SEAM TAPE MASTIC EDGE OF RIDGE SEAM CLOSURE OUTSIDE METAL CONTINUOUS FLASHING SC-O CLOSURE 3/4 TM STANDING SEAM 360 PANEL PANEL GAUGE (AS RECOMMENDED BY ABC) SSMC-0 _ ,j • SEAM CLOSURE SHOWN, GAUGE BAR SC-0 -" -- - - 2'-0' COVERAGE 2'-0COVERAGE STANDING SEAM 360 PANEL SEAMIER BUM CAULK SSCK-1 SUM CAULK - - - STANDING SEAM PANEL USE THE RIDGE COVER FLASHING ' AS A GUIDE TO DETERMINE CORRECT STEP 4' APPLY BUTYL CAULK UNDER AND WHERE SHEETING DIRECTION LOCATION OF SEAM CLOSURE. TAP C THE EDGE OF THE SC-0 CLOSURE COMES IN CONTACT WITH THE PANEL IN PREPARATION OF THE SEAMING OPERATION, ALL CONSTRUCTION DEBRIS SHOULD }}�� / REPEAT WITH ADDITIONAL CLOSURES BE REMOVED MOM THE ROOF TO PREVENT MACHINE DAMAGE AND/OR ROOF DAMAGE PANEL COVERAGE GAUGES SUCH AS SHOWN ABOVE WILL HELP TO "WAN CORRECT COVERAGE. �I' SLOTS OF SEAM ON SHOWN ABOVE. �Z ACROSS OANEL FIAT PTA OVER RIB , WITH EDGE OF CLOSURE SECURE FORINSTFULL I- NC MPLF F MEING PLACE ONE AT EACH END OF ME PANEL GAUGE EACH PURUN RUN AND ABOVE OR BELOW POSITION SEAM CLOSURE AND CLOSURE. KEEP RUN OF MASTIC IN PLACE WITH( 14%1 ROOF INSTALLATION BY RUNNING 3/4 % REFER 70 THE OWNER'S MANUAL INCLUDED WITH THE STANDING SEAM 360 PANEL THE ENDLAP. OVER CAULKED SEAM RE INTACT FOR E. KEEP R ON NEXT FASTENERS IN PR -PUNCHED 3/Ifi TAPE MASTC-CONTINUOUS ALONG SEAMER FOR SAFE AND PRACTICAL SEAMING OPERATIONS. A STRING LINE SET AT THE NEXT RAFTER IS RECOMMENDED FOR TAKING MEASUREMENTS BACK PRESS FIRMLY IN PLACE. SET PANEL HOLES. TOP EDGE OF CLOSURE ASSEMBLY. TO THE PANELS TO INSURE THAT THEY PRE RUNNING STRAIGHT AND SQUARE. BACK 1 . SEAM CLOSURE AND OUTSIDE METAL CLOSURE INSTALLATION RC34 STANDING SEAM 360 PANEL SEAMING DETAIL RC36 PANEL GAUGING RCSA STANDING SEAM SA TA STANDING SEAM PANEL STANDING SEAM PANEL TYPICAL ELECTRICAL SEAMIER 4'-2 ] B' y y A PART A STANDING SEAM GOUGE STANDINGSEAMPANEL CLIPPURIJN T/B. PPJTf B PART B _ 4'-0' • EN OLAP � PART A 1- 1 1/4- PART B 'f �D —,I =� REVERSE STANDING SEAM CADGE EAVE STRUT. � c SECTION A -A PART R (1' X 1' X 1/8' TUBE) (1 1/4' X 1 1/4- X 1/8- X 3- ANGLE) SHEETING DIRECTION - STANDING SEAM PANEL GAUGE LOCATIONS 1 RC42 STANDING SEAM GAUGE BAR ASSEMBLY DETAIL RC43 SA SA HAND/ENHAND/ENVE SEAMINGPROCESS _. STANDING SEAM 360 PANEL USETHAT WILLU_ W BLOCKING TO ELEVATE AND SLOPE ME PANELS IN A MANNER T _ PANEL ALLOW MOISTURE TO DRAIN. MOD BLOCKING C BETWEFSI PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION.N. COVER THE AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN TO AMERICAN BUILDINGS COMPANY FURNISHES THE STANDING SEAM 360 ROOF SYSTEM IN LEFT, RIGHT AND NON -HANDED PANELS. GABLE BUILDINGS THAT REQUIRE PANEL ENDIAPS HAVE THE APPROPRIATE PREVENT DIRT AND DEBRIS FROM ENTERING FEMALE SEAM. HANDED PANELS TO PERMIT SHEETING ON BOTH SIDES OF THE RIDGE STARTING FROM THE SAME END (REFER TO ME BUILDING ERECTION DRAWINGS). SINGLE SLOPE AND UNSYMMETRICAL MILE BUILD- INGS WITH PANEL ENDLAPS MUST HAVE A SHEETING DIRECTION SPECIFIED (REFER TO THE BUILDING ERECTION DRAWINGS) AND SHE DIRECTION WILL DEPEND ON WHETHER LEFT ORRIGHTHANDED PANELS WERE SUPPUED. BUILDINGS WITHOUT PANEL ENDLAPS AND SYMMETRICAL GABLE BUILDINGS CAN BE SHEETED SIMULTANEOUSLY FROM EITHER END OF THE BUILDING. - sAaTr Pt¢ruTTNN _ - MESTASEAMING TOOL PROCESS INVOLVES TWO SED AT THE STARTING END OFE DIFFERENT MOM PANEL ({EAVE OR RIME) SEAM 360 PRIOR TO SEAMINGTRIROOF SEAMIER TITAND CESEAMER�VE SEAMIER. THE STANDING SEMA 360 HAND/EAVE SEAMEN IS A 7W0 uAmTHx A clfix Aw aROOur coal urA. • IN`ME FIRST STAGE PLACE THE NOTCHED SIDE OF THE SEAMER ONTO THE OPEN SIDE OF THE SEAM AT THE END OF THE PANEL AND ENGAGE ME TOOL TO A FULLY CLOSED POSITION. REMOVE THE SEAMIER AND MOVE UP THE SLOPE THE WIDTH OF TIE SEAMER JAWS (APPROXIMATELY FOUR INCHES) AND ENGAGE THE TOOL TO A FULLY CLOSED POSITION. THIS SHOULD COMPLETE THE FIRST 5A'O�AS STAGE OF HAND/EAVE SEAMING. - _ • Rp.IOVE THE SEAMEN AND REVERSE THE DIRECTION SO THAT THE FLAT SIDE OF THE SEAMER IS PRESSED ONTO ME OPEN SIDE OF THE SEAM. STARTING AT THE PANEL END ENGAGE THE TOOL 7 TO A FULLY CLOSED POSITION TO COMPLETE THE SEAM. ONLY ON FOR TH SEAM IS NOW READY FOR THE ELECTRIC SFPNE9. _ THE STANDING SEAM 360 ELECTRIC ROOF SEAMER IS A SINGLE DIRECTION MACHINE USED FOR SEAMING THE PANELS TOGETHER AT THE SIDEIAPS. GABLE BUILDINGS WILL REQUIRE THE SEAMER TO START AT THE EAVE ON ONE SIDE OF THE BUILDING AND TRAVEL UP THE SLOPE TO THE RIDGE AND THEN TRAVEL DOWN THE SLOPE TO THE EAVE ON THE OPPOSITE SIDE OF THE BUILDING. SINGLE SLOPE BUILDINGS WILL REQUIRE THE SEAMER TO START AT EITHER THE HIGH OR LOW SIDE OF THE BUILDING DEPENDING UPON THE SHEETING DIRECTION. - '• TO START THE SEAMING PROCESS, PLACE THE ELECTRIC SEAMIER IN POSITION WITH THE THREE HANDLES IN THE UNLOCKED POSITIONS. THE SEAM ROLLERS SHOULD BE ON THE OPEN SIDE OF „ THE SEAM AND THE BACK OF THE SEAMER SHOULD BE ALIGNED WITH THE END OF PANEL (THE HAND/EAVE SEAMING OPERATION AT THE STARTING END OF THE PANEL SHOULD HAVE ALREADY WOOD BLOCKING BEEN CQMPLETED). LOCK-THETHREE-HANDLES INTO POSITION AND START THE SEAMER. ALLOW THE SEAMIER TO COMPLETE ITS RUN TO THE OPPOSITE END OF THE'PANEL SHOULD FURTHER SEAMING -BE REQUIRED AFTER COMPLETING ME RUN WITH THE ELECTRICAL SEAMEN. FINISH WITH THE MO STAGE HAND/EAVE SEAMING PROCESS. OQ POT R N TH EI CCTRI�EANER THROUGH � / PANEL BUNDLE - ANY SFCTON OF THE PAND THAT HAS BEEN HAND/EAVE SEAMED POLYEIFMENE OR TARPAULIN THE SEAMER SHOULD NEVER BE ALLOWED TO BECOME A FALLING HAZARD TO ANYONE BENEATH TIE ROOF. ALL, SAFETY PRECAUTIONS AND OSHA SAFETY REGULATIONS SHOULD ALWAYS BE FOLLOWS y FOR MAMMUM"WORKER SAFETY. - - - - - r PANEL SEAMING PROCESS RC38_ PANEL STORAGE RC51 - -� STANDING SEAM 360 _ TA STANDING SEAM SA _ _ _ .. - - -_ - - - - - _ STATUS SOALE• NONE_ DATE _ _ _ - _ - _ _ 1 REVISED FOR 'CONSTRUCnDN '? - STAN - 10/1B/05 '" CHARLIE'S -DODGE EUFAULA AMA. M FOR CONSTRUOTON DRAWN BY.1 STAN- - 10/14/05 U.S. HIGHWAY 1' s [ ]FOR APPROVAL CHECKED BY: FT. PIERCE, FL [ ]FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY -- [ ]FOR PRMUMINARY DESIGN APPD BY: ANDERSON—MOORE CONSTRUCTION CORP, DRAWING' 11251101 SED-013 REv.No. CAD BY: STAN 10/14 05 1a:25:45 V l 25.I " NUMBER' 1 53PC-21W/REBUL BDOG dL� CJW BE SHEETED SIMU0CNiEOUELY. IF THE ROOF OF°THE BUILDING IS TMS'1'Mt°Ef & ABOUT THE UkIOGE0 ROOF PANEL BUNGLE SPREADER BAR JJJJJJ Yr AMERICAN'S STANDING SEAM 360 PANEL ROOF SYSTEM HAS UNIOVE SIOEIAP SEAMS THE SHEETING CAN BEGIN AT EITHER ENOWALL HOWEVER IF THE BUILDING IS NOT SYMMETRICAL ABOU} (LOCATE OVER RIGID FRAME) 53PC-1�W/O IRDI,E BODO CUP FASTENER ROOF FASTENER WHICH ENGAGE THE ADJACENT PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO FAVE. THE SHEETING MUST JJJJJ 8T2%I 1 4 SOHH ROOF FASTENER OR THE PANEL IS ATTACHED TO THE SUPPORT FRAMING BY A SPECIAL STANDING SEAM 360 BEGIN AT THE ENOWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. _ _ - - JIUI4 1/ SOH lux BE j14XI SOHHW PANEL CUP WHICH IS INTERLOCKED WITHIN THE SEAM AND FASTENED TO THE PURUN SIDENALL WITH SELF-DRAWNG FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE -suer INIErwe ' . - - - - - - - - REOURED FOR BNR JOIST TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. 5 er w.0 w THE Tao MNG _ _ _ - - - - - AvauunoxS7 p S3R L. uwm 6r TO KEEP umnc }� OEMTE IIL SURE ro I2TP IMNvs ILLUSTRATED BELOW ARE THE T0015 USED ON A STANDING SEAM 360 ROOF PANEL SYSTEM. exO RET n&a vY umWe IA`65. SHEETING DIRECTION DETAIL •A" O ' RIGID FRAME PURUNS BLOCKING suTEY INMuuTmx: 53P (i0 PREVENT PURUNS h o usE TME c m -- PACWTGE FROM ROWNG OVER ,a"`vo` J� qOF RIDGE UNDER WEIGHT OF SEAM CLOSURE TH R�-0 K ENOWALL _ PANEL PACKAGE.) SC-0 PURUN STANDING <F,M fi PANEL IP ® 53P DETAIL "A• RAFTER TO FACILITATE THE HANDUNG OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED '4 ZqTANDINGS M 360 HAND/AVHANDJEAVE S eM R J S31. AND PLACED ON THE ROOF IF ROLLING AT . RIGID FRAME AND WITH BLOCKING IN PUCE TO x PREVENT THE EN UFS FROM BUNDLED OVER. 00 NOT SLIDE BUNDLED PANELS ALONG ROOF v 5 I FRAMING. WHEN LIFTING BUNDLED SHEETS, MANE CERTAIN THAT THE BUNGLE IS AA FORKUF 5EA SUPPORTED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE LIFTED WITH A FORNLIR; <TANDING SEAM LAP S^FFENER vA AL nvTCLO URE "LTAL Oli<ID CLOSURE SIDEWALL HOWEVER WHEN LIFTING PANELS IN EXCESS OF 20'IT IS RECOMMENDED THAT A SPREADER SSMC-0 SSMC-I BAR AND SUNGS BE USED. AS A RULE WHEN LIFTING. NO MORE THAN 1/3 OF THE LENGTH SSLS-1 ANE STAGGER YO�TIT c �� ROF EFERETPANEL O ERECTION DRAWINGLS FOR MEROOFUNSUPPORTED. MARKINGS AND STAGE M IµOpGH WINDS 6ING SEW µP5UU110N ELS IN °NOT USED. R& ARE 050NpNG SF/ll 1 NVDM FOR THEIR w]60CY TA9E NO DEFERENT.' ^`Twm°N O aMBLE TAR[ ESIGNm 1T0 9E STG CEREUEFROM'ONEPANEII..SRUN TO°MESNEXT. BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDUNG AND SPEED THE ERECTION UNDER NO OROLuSA ICES SHOAD STMING SEMI 1 OR 360 BE USED WITHOUT ®NDQT. ururs wMa ¢a Ws wxw SEE ERECTION DRAWING FOR PROPER ENDLAP LOGiIONS. PROCEDURE. DL9JIAlIGN EEThM M MIND. AND ME RROI/M JOIST. °�O Wes' STANDING SEAM 360 PANEL .A STANDING SEAM 3fi0 PANEL REAMER 'PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61 STANDING SEAM 360 TOOLS RC62 DIRECTION OF ROOF PANEL ERECTION RC64 AA, STANDING SEAM 360 TA TA STANDING SEAM 360 1 TA NOTE: y�y P�uunan PANELS ARE DIMPLED AT BOTH m NOT sTw ax ma OF ENDS. DIMPLES ARE USED FOR PIHFL &MYS STEP ON FASTENER LOCATIONS AT THE RUN suErc PREuunuv: vui sIIRTALE. PANEL END S ONLY. 00 NOT STY ON W OF W NOT STEP ON PAN W f£ SIE9 01SY SECURED Mf11� /P�� 1IhiIIC TONG SPAN PANEL IDENTIFICATION MARK NUMBER STANDING SEAM 1,4�-T�30, 360 PANEL IDENTIFICATION MARK NUMBDETAIL "A" DEfNL "B" EXAMPLE L3P 24-30.Q APPLE EDGE DETAIL "A" DETAIL •B" FEMALE EDGE EXAMPLE T30'-0• IN LENGTH AND N - S eM 360 ROOF PANEL -0"IN LENGTH �24 GAGE (22. 24, 26. k 29 GAGE AVAILABLE) DETAIL -A' DETAIL "B" RI GAGE LONG SPAN PANEL NOTCHED RIGHT SIDE LOCATION LONG SPAN ENO STANDING SEAM 360 OVERLAPPING RIB OUTSIDE RIDGE (THIS RIB OVERLAPS PRECEEDING PANEL) \ ERECTION OF THE LONG SPAN PANEL REQUIRES THAT TI1E PROPER DIRECTION OF ITS APPLICATION � I THE STANDING SEAM 360 PANELS NAY BE OELNERED WITH THREE DIFFERENT MARKING PREFIXES. \ PANELS MARKED AS 53P WILL 8E V010 OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE BE MADE THE DESIGN OF THE PANEL. INCORPORATES A BEARING LEG INTO ITS LEADING EDGE 1 r \ WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEAP PANEL PANEL OF ANY SINGLE OR MULTI -PANEL RUN. PANELS NARKED 53L AND 53R WILL BE NOTCHED J/ �- — THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER. SAVE FOR PANEL MULTIENDILA-PANEL EL THE UPPER END. AND WILL BE THE EAVE PANEL RIGHT THE INTERMEDIATE OFME E BEARING LEG BEARING LEG UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE. INSTAL1Al10N OF PAN0.5 LPN PROCEED FROM PANEL E MULTI -PANEL RUNS, AND WILL BE LOCATED ON THE LEFT AND RIGHT SIDE OF THE (BEARING LEG GIVES EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER EOE RIDGE RESPECTIVELY. SUPPORT TO SIDELAP) THE BEARING RIB. DETAIL "A• DETAIL "B• TYPES OF STM DING SEAM PAryEIC PANEL MARKING AND SIDELAP DETAILS RC63 S R - NOTCHED FOR PANEL LAP, LOCATED ON RIGHT SIDE OF RIDGE PANEL MARKING AND NOTCHING _RC63 - SIDELAP DEfNL LONG SPAN BB S3L - NOTCHED FOR PANEL LAP, LOCATED ON LEFT SIDE OF RIDGE STANDING SEAM 360 TA 53P - UNNOTCHED. LOCATED ON EITHER SIDE OF RIDGE AMERICAN ROOF AND WALL PANELS UPPER STANDING SEAM PANEL WL •UARE 014 AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, ( LONG) WELDED TO TOP ANDBOU PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH _ MERIT CAUTIOUS CARE IN HANDUNG. - -' - UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO . ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH ENOUGH TO ALLOW MR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS , SHOULD ALWAAYYSSRBE ELEVATED ABOVE ME LOWER WALKING TO ENCOURAGEADRRAINAGE IND OF MEOF P� BR DUCKBILL VISE GRIPS ' ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN - WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPMMIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER. DUE TO CUMATIC CONDITIONS. WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE • OFTEN CALLED WET STORAGE SSTEDNNO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS THE STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER, MOISTURE STANDING SEAM 360 PANEL IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE UFE THEREFORE. IT IS IMPERATIVE THAT ALL PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY THE PANELS AT ONCE AND STORE IN A DRY, WARM PLACE, IF POSSIBLE _ WHEN. HANDLING OR UNCRATING THE PANELS. LIFT.. RATHER THAN SLIDE, THEM APART. BURRING LOWER STANDING SEAM PANEL EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SUD OVER ONE ANOTHER. NEVER - - ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. - - - - - ROUGH AND IMPROPER HANDUNG OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB POSITION VISE GRIPS AS SHOWN AND SQUEEZE HANDLES TOGETHER TO SEAM PANEL CLAMP MALE RIBS AT ENDLAP PRIOR TO INSTALLING FASTENERS SUPERVISION. ' -- — - - CAUTION: PANELS ME SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL THIS TOOL IS TO BE USED AT FEMALE LEG AT ENDLAP DURING PANEL LAP PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING INSTALLATION (POSITION VISE GRIPS AS SHOWN BEFORE INSTAWNG ANY FASTENERS). SURFACE. WIPE DRY MY OIL THAT HAS FUDDLED FROM BUNDLES STORED ON A SLOPE. DEW. FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. CLAMPING DETAIL AT ENDLAP-- RC66 PANEL STORAGE NOTES FRC95- SPECIAL SEAM LOCKING VISE GRIPS RD11A STANDING SEAM 360 1 TA AA STANDING SEAM 360 TA ,_ SCALE: - NONE .DATE:. _ EUFAULA- _ _ _ ALABAMA HEMSIQNS-- -- - - -- — - -- - -- - -t REVISED FOR consmucnON I MADSTA� -To/1E .. - srervs - - CHARLIE�S DODGE [-I MR CONSTRUCTION DRAWN BY: STAN MIN/05 U'S. HIGHWAY `1 EEII FOR APPROVAL CHECKED BY: FT. PIERCE, FL [ FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ ] PflELNDUAI' R"" APPO BY: ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 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ERECTION NOTES: SOFFIT SUPPORT ANGLE - ERECTION NOTES STRUCTURAL FASTENER(S) FL22A_-LENGTH 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD THIS WILL SEE APPROPRIATE SAVE DETAIL gq12X1 1/4 1'-O" D.C. ROOF PANEL DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPUCARON. THIS WILL 1♦ INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. - DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPUCATION. - INSURE A GOOD SEALING -SURFACE AND IMPROVE WEATHER TIGHTNESS. - - PURUN - SAVE SUPPORT - _ - - � 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE - 2. THE BLNKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE _ / 12 — LAS HANG ypglES�_ _ _ — BE USED TO SECURE THE INSULATION TO THE SAVE. AMERICAN BUILDINGS COMPANY BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY — IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. EAVE CLOSURE MASHWALLG \ _ — OUTSIDE CLOSURE WAFASTENER(S) ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. 3. DO NOT USE THE DIMPLES IN THE ENO OF THE PANELS TO LOCATE FASTENERS AT C = STITCH _ O O.C. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST THE EAVE DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. 3 I/a' \ WALL MAIN FASTENER(S) WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE._ - 4. ALL -EXPOSED FASTENERS- SHOULD PENETRATE THE SEALANT FOR THE MOST - pp12X1 1/4 No" 4. WHEN FIELD CUTTING PANELS OR TRIM 00 NOT USE ABRASIVE SAWS OR OTHER WEATHER TGHT CONNECTION. / O.C. WALL MAN FASTENER(S) " CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. 5. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASVE SAWS OR OTHER - BLIND RIVET BLIND RIVET NO, 1C. ,11 0" O.C. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND VOID ANY CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE GUT EDGES. I B RIVET 2/0 O.C. - I B RIVET 1/O O.C. WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CURING DEVICES THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND VOID ANY CANOPY STRUT WALL MAN S) SOFFIT PANEL OUTSIDE CLOSURE WHICH 00 NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEVICES SR1 AND 12XI.1 81 V- 1/ I -0 O.C. SOFFR FlASHING AOLI/AVPO/LOA WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. MIMM3 I-ENGTG MI -LENGTH BLIND RIVET /B RIVET SOFFIT FlAS SOFFIT 1 -0" O.C. R9A_ srtn mTcwnox TEE APPR°+ID nE tXFs, NETIINGS WR RaLS RC91 WpflWNG M P00F RRMIM SECTION THROUGH CANOPY WITH SOFFIT PANELS CN03 ERECTION NOTES RC91 ERECTION NOTES — STANDING SEAM _ AB LONG SPAN BA SA PANEL CUP BRACKET FLASHING (RIGHT) INSIDE CLOSURE FCBR-LENGTH (6) STRUCTURAL FASTENER(S) SSMC-I FOR STANDING SEAM BRACKET FLASHING (LEFT) #12 X 1 1/4 FC8L-LENGTH LT(S) LOC-SEAM OR 3/�25 STANDING SEAM PANEL MAN BUILDING COLUMN GIRT SHOP DUAL A O COLUMN 4 1/2" E— SEE APPROPRIATE CNOB_ DETAIL )f INSIDE CLOSURE PER PANEL TYPE r.O;l CUP l P3 EAVE CLOSURE HAVE SUPPORT FLASHING FLASHING EAVE CLOSURE FVSHING ° TFEC_ TFEC_ . WALL TRIM FASTENER(S ROOF PANEL CANOPY OR EAVE �+DT EAM SECONDARY BOLTS • 814X7/2 \ OVERHANG PURUN 1/2 X 1 1/4 AT25 1'-D O.C. — — _ WALz. OUTSIDE CLOSURE AOU/AVPO/LOA 1 1/4ASTENER(S) DETAIL A O.C. WALL PANEL LONGSPAN WALL PANEL SSUN F JAMB MAN BUILDING HAVE STRUT � SAFETY PRECAUTION • BUTTON HEAD BOLTS REQUIRED ' OIRSIDE CLOSURE ALWAK WFPR CLDNES WHEN HPNDWYG MATERWS. AT STRIP WINDOW ACLI AVPO LOA SECTION THROUGH CANOPY OR OVERHANG AT EAVE CNO8 CANOPY RETAINER FLASHING DETAIL CN10 JAMB TO GIRT CONNECTION OFOi FOR LONGSPAN WALL PANEL AB AA STANDING SEAM OR LOC-SEAM ROOF PANELS AA sriErc Pr¢cwmre - - 0o x0r sRs. sr w cwe ax TwL ams as uvE smuts EwRE ro rulE.a ' � ro T1° w+crsunax unr 0.6ULi w • 2 3/4" (B" JAMBS) JAMB - sFinaus ouwr. 3 1/4" (9 1/2" JAMBS) CLIP 3 3/8" (12" JAMBS) CL-CL-4 (12" JAMBSI 'IAMB PRIMARY BOLT(S) _ BUTTON HEAP BOLT 1/4" 1" GIRT CANOPY BRACKET SHOP WELDED TO COLUMN AT EXPOSED HOLE LOGTON (12' JAMBS ONLY) ANCHOR BOLTS CANOPY SEAM (BY OTHERS) (By O LAMB (S(B"UJPMBSILIP WALL PANEL 0.-a 19 1/2 JAAMBSI- II I _BUILDING GIRT LINE D 0.-9 2 PLACED BACK O TOMB BACK FOR 12" 1 BASE ANGLE (FIELD NOTCH) O BUTTON HEAD BOLTS 1/2"0 X 1" 0 /// g.0 SIR 1/2V URPL BOLTS 1/2'0 x 1 1/a' Aszs 4)STRUCTURAL FASTENERS Q12XI 1/4 - - " JAMB SQUEEZE CUP - - - - - JAJB L-7 ((B" JAMBS) CL-B 19 JAMBSI _ -- __. -_---_ PJAM _- CL-9 2 PLACED BACK JOBS) FOR 12" . ' FIELD FIELD CUT AND FIELD DRILL GIRT JAMBS) AT FIELD LOCATED FRAMED OPENINGS SECTION THROUGH CANOPY AT EAVE CN07 JAMB BASE CONNECTION OF11 GIRT TO JAMB CONNECTION OF16 AL I AA AA - AA - srAnrs SCALE: _- NONE DATE CHARLIE'S DODGE U.S. -HIGHWAY 1 T. PIERCE, FL ANDERSON—MOORS CONSTRUCTION CORP EUFAU ' AMERICAN BUILDINGS COMPANY NO. REASONS U-_ - . - 1 REVISES FOR,CONSMUCTION., - . _ STAN 1o/t9/05 [-1 FAR CONSMUCHON [ ]FOR APPRJVAL [ ]FOR PERMR oNLr [ ]FOR PREIJMItWNY DRAWN BY. -I STAN 1o/le/05 _ .. cHECKm Br: DESIGN APPU ar: DRAWING. RIEv.No. NUMBER' 11251101 SED—Ol6 T - GAD BY: 5TAN 10 1{ 05 14:25:59 VWr. 25.1 Y ' CUP CL-3- CL-10 (12- JAMBS) I I STRUCTURAL BOLTS HEADER I 1/2 X 1 1/4 A 25 r I I I ' I I x u I BOLTS I I 1/2 X IHM0 w O I I I I JAMB HEADER TO JAMB CONNECTION OF21 SIMILAR AT SILL AA WALL MAIN FASTENER(S g O z,/a 1 =O.C. I I I HEADER LOUT FORMED SHOWN STRUCTURAL SIMILAR f• HEAD FLASHING . SEE OT91AS I I I I COVER FLASHING (OPTIONAL) SEE OT92AS A EDGE OF GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS 3 _ 1. OVERHEAD DOORS ARE FlELp LOCATED. CUT STANDARD PANELS AND GIRTS AS 2 1/2 REQUIRED. . . _.__A _.____...__._ _ _ _ ._...__ i J/B DOOR m 3/8 2. MAXIMUM HEIGHT OF DOOR IS 2'-0' LESS THAN SAVE HEGHT. DOOR WI TH + 2 3 4-- 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. TYPICAL ANCHOR BOLT LAYOUT 4, JAMBS MUST BE LOCATED A MINIMUM OF 1'-0' FROM CENTER UNE OF COLUMNS. B 2 112 3 GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS 1 FINISH FLOOR 1/2 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD FINISH GRADE _ CUTTING. :; .1,.; 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. 1/2'0 ANCHOR BOLTS (NOT BY &S.C.) SECTION 'A-A� FIELD CUT GIRTS FOR FIELD LOCATED FRAMED OPENINGS BASE ANGLE �1 (VARIES) DIM 'A' - V-4' STD. (MAY VARY) DIM 'A' = 406 mm STD. (MAY VARY) DOOR DOOR JAMB FRAMED OPENING ANCHOR BOLT DETAIL OF67- FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 FRAMED OPENING KEY OFOA I AA AA JAMB TO GIRT CONDITION AA COVER • LONG SPAN III WALL PANEL SHOWN MULTI -RIB PANEL SIMILAR ILO FORMED SHOWN RUCTURAL SIMILAR WALL MAIN FASTENER(S) J12X1 1/4 1'-0' O.C. WALL PANEL SECTION AT HEADER AND COVER FLASHING OT21 SECTION AT FRAMED OPENING JAMB OT26 AB LONG SPAN III OR MULTI -RIB PANEL WALLS AB OT21 HEAD AB FVSHINC SEE SEE NOTE JAMB FLASHING � OT26 OT26 OT Z AG A z ao SILL FLASHING (IF REQUIRED) SEE NOTE L _ _ _ _ FINISHED FLOOR WALL PANELS BELOW SILL NOT SHOWN FOR CLARITY I I OPENING WIDTH WALL PANEL NOTE: FIELD SLR PANELS AND SLIDE HEAD OR SILL FLASHING BEHIND PANELS SHEETING AND FLASHING ELEVATION OTOA ARCHRECTURAL III. ARCHITECTURAL Y NIB, LONG SPAN III AND MULTI -RIB PANEL WADS I AB 3 NO. - ^. - -.. _ RpA90N5 . -. ..:;,.. - .. MADE CK'0 - DATE - ENGR GATE N0. a ,. _ _ _ ..-_ -._REVISIONS _ __ _. MADE CKD IWTE ENGR QAT[_ - orwmnc su6NlnAl DATE — . - - - _ _ _��_ -- _. T REVISEIX FOR CONSTRUCTION a AK 10/19 0s STATUIS S 0 NONE _ C[jARLIE'S DQpGE - y _ _ [•I FOR CONSTRUCTION BRAWN W: ` STAN 10/14/05U.S. HIGHWAY 1 [ FO]R PERMIT APPROVAL aECKm BY: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ] MR PEIR ONLY O [ 1 FOR PREUM9wrc DESIGN APPO aT: ANDERSON—MOORE CONSTRUCTION CORP DRAWING, REV.Na. rAo at: STAN m/T4 as 1a:zB.:as V.,zs.1 NUMBER' 1125110d SED-017 1_ I OPENING WIDTH WALL PANEL NOTE: FIELD SLR PANELS AND SLIDE HEAD OR SILL FLASHING BEHIND PANELS SHEETING AND FLASHING ELEVATION OTOA ARCHRECTURAL III. ARCHITECTURAL Y NIB, LONG SPAN III AND MULTI -RIB PANEL WADS I AB 3 NO. - ^. - -.. _ RpA90N5 . -. ..:;,.. - .. MADE CK'0 - DATE - ENGR GATE N0. a ,. _ _ _ ..-_ -._REVISIONS _ __ _. MADE CKD IWTE ENGR QAT[_ - orwmnc su6NlnAl DATE — . - - - _ _ _��_ -- _. T REVISEIX FOR CONSTRUCTION a AK 10/19 0s STATUIS S 0 NONE _ C[jARLIE'S DQpGE - y _ _ [•I FOR CONSTRUCTION BRAWN W: ` STAN 10/14/05U.S. HIGHWAY 1 [ FO]R PERMIT APPROVAL aECKm BY: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ] MR PEIR ONLY O [ 1 FOR PREUM9wrc DESIGN APPO aT: ANDERSON—MOORE CONSTRUCTION CORP DRAWING, REV.Na. rAo at: STAN m/T4 as 1a:zB.:as V.,zs.1 NUMBER' 1125110d SED-017 1_ �v 7 AN AMERICAN BUILDING IT'S READY. IT'S FIGHT. Customer Satisfaction is #1 Boar � �R►Ve T►tul. OgLoLz A.B.C. J06 NO. _ 2 Safety Commitment American Buildings Compary strongly recommends Met safe working ox dibo,e a,d aside t pre enlion prancs be Me top priorityon aryJob site. Loal,gge and fedea eafeNand health etmdcbshould sways be followed to helpMrs. worker safety. Make rartein'ali employees know Me safest and most phnfurthe way, of erecting a building Emegenry lelephone number, location offs g ad vationsand emegenrypro schr a shard be known to all employees Daily reebting highlighting safety proadusea, Me use of had hat, robber ale shoes for roof work, proper equipment far hmdling malaria and safety ne6where posslle ere rerommended eretiw practices. American Buildings Cuns my b wde Mat these prwsonom be interpreled and administmed with round judgment mnsigantwiM floodsafetyp,Wi.. AMERICAN BUILDINGS COMPANY Your Safety at Work Ewlayee Safety ThesafeN of exh mplayeed,wld he Me'eLeber V requbarent a each job site. American Building CwnpenYatronglyr unvnmd; Mar eahemplayse be proper, trained and supesviud in safe work practices. If you Real Mat you hwe not bear property trained on ealoN procedaes or are not bong propetysupaWsed.canra]yauraDervta. While alworkremember. Work aeaehould be kamclean and mdnlyw all Runes Impropertool usa,e mayregdI n injury. Make certain MatMa=IX ttool4 a+alable aid saved for each phase of Wildingererfion. Rearm toolswhen noon uss b Mei, properpanes Afrmcomm nttoemployeesaelyis McGmtskgbearsucsssfulbuildingextion. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY t h' Rememberl-I Daily meelfngshighlishtingtrsploye`e W procedures wilfteduce the -'- ,.j, wmb'aofemployaeaccidmts - Your Safety at Work Your Sxfelyrgworkdependsenfoes Ming,: I. Knowing what be haade ere S. Knowinghowtoproleciyouself 3. Thinkingmd=I, safely a. Md_Ywrmswrkas Stier, 6 Yaur Job This publimlion will help to ideitiNsane of Me haards and will suggegromeof thewars in which eamn an protect teaseling. These guidelines, honem, me not complete and should not be relied upon as exduihe mcanprehemivxsafeN W« ihsra. Ullimai only ou can prolml yaoselfby making sure you remgnisalloftehm &"by Mbkingandoutings dy. ... MdYour Coa+orks-slo, 5n yourmwwka'sunsafebewratmd Seyou,hdp Memactsafelym. READ AND UNDERSTAND ALL SAFETY PRECAUTIONS If Y. Don't Underst nd—ASK Importanh If there something you don't undesmnd, get help from your sMerNwr. Your Safety at Work Mowinger tihinglnad 5tywe1l in Medea of anymoving load Kee handsancifeetdeaataltimea Workers Moud be trained to correctly brace Me point of cable ahwiMent and in Me coned ad safe operation of lifting equipment. OSHA approved had has, steel Ice shoes with mebtasal goad and eye prokdim should bewom aall litre. Stay in Me dear of airy lifted load Matte c min all frarung 6 property braced or Dgod before lifting lines ae remaad STAY WELL IN THE CLEARI Rememberl '- Daily meetings highlightiM enployee afery procedures will real the number of errployee:cidents Your Safety at Work Coned Tool Lho e Melee Oman Me wnect tool is asn lable and used for ear phase of building erection. Wake shwltl humdain a for. safe position when using my bofmd acasbnt a wwrea of their location b be roof edge 1 as O,ed wire hoe for broken strati; flee on wine d d kolki, g. Res or rats wfim working on too wrf p brokenwroanwking.Rentawidcaroled, unsafIOSp nor &.y. Pomonaprovamustbe pmenrs,ouldded. D ntuseAgandads. took, quip end wheel stading onw. Elatrket mob must be property grounded. Do not use elatriW toolsa equipment while startling on wet Return bob to Meir proper pdxewhen not in see. Don't Glow teet, blocking or mmeiat to become a falling hand. USE THE CORRECT TOOL FOR THE CORRECT JOB Remembal Daily meetings highlighting employee mfety procedures will reduce the number of eryloyee acldenm Your Safety at Work PANELS MAY BE SLID: Pmeb m be oiled and slid. at protest Me panel call stall and finid,ed pmels Mom rut during shippingandivea;}e. pew,hater.aryoMemaisnoemaycasepme6tobe0igpery. Beomainbwipe panedsclean before invallarion begins Weer rubber sole work boob. NMen on Me mot, use OSHA Apraed p,etMion denies M:1, a safety It... wet, net or aeabh pladorm UNSECURED PANELS MAY SUP IF STEPPED ON En a ayees should be cantinvwsly waned to near step on a single unsecured real pared or a slate of reef panels laying unatmched on Me purl'u,s. Seale earth end with cunni at appropriate farmers and place we strour ; in be Bat of airy pme6 not fully seared to Me pud'us end wpported by panels on each side. WalMoa% should con to Me Us length of Me panel and be fate,ed together by drilling a hole near Me end of eah board and tying it wit rape to Me na0 bond. (Cut a groove in the bottom of ead, bead so Mat Me bead will lie flat and not tip bale and fart bxaue of the rope!. SAFETY PREUIfDONB All safety preautiou refened to throughout M6 publication. al OSHA safety requirement or other m5lomaryor gaubrvrequirernme nnagbe adhered to in order b mavmiz an loyeesaety. Wily meeting dews"mg sale work yrdceidres,"tire ofhail,ek,"mbba oole shac'farroof work'pmpa - equ'ryment fa thmdlin&materid antl edge ofroofPsmection devxa aerecamna,ded aMion Pradm. Your Safety at Work SAFELY PREUl1IIONS FOR ROOFING WORK AI if American Buildings Cmnpanl' strongly recammence Mat mersion employees be mnbood tsrlramed and retrained in safe and pmductire woM lr.tices. Wetting on the roof area in the Installation of roof 5aniturels, insulation or roof panels requires y proper (mining, correct equipment and co,uranl shutouts to minimize the danger of falls. Hard hat should be wom on job sites to went injury from falin ob'ecb. 1 P Iry 6 1 Workers should always be aware of their lmadion to Me roof edge. Safe work practices on the following erection duties should be carefully reviewed with erection Dews prior to beginning each job. PANELMAY COLLAPSE IF NOT PROPERLY SECURED Roof panels mug be comp lekly atladted to Me purMs and b panels on either side before May rs be a safe waking surfae. Patidly atgahed or unabsched panels, should nova be walked onl DO NOT: t. SMonrlatedgeofpmel 2. Slepneaaease inrlatedgeofpmel 3. Step within feet of edge at uruecu,ed panel. Roof Panda must never be used . work pladimnr. An OSHA approved rnassey or specified in "OSHA Sgfay and Heo(L, Regulmov for da Cmu+n cnan lrsil rhoold be owed fa plat! wmL Interpretation Amedcm Buildings Company disclaim any responsibility for injuries or damages which may, result from Me Innerpusadon and'u,plementrgion of these safety and exbon prectices since Me awal erection operations and conditions as beyond American Buildings Company's control. II is ae umed Ma only eaperier,ced. knowledgeabb erectorswith tranederews and proper equtymstwill be engaged in do Be eragon. It banphanieed Men American Building Compmy 6 a mmidx1r re of metal building components and 6 not engaged in Me erection of it products. Opinions expresed by American Buildings Company about valon practices ere intended b present only a guide as to how Me mmponmt should be assembled to merge a building The esperie ce. expertise end galls of Me eradon erews as well as Me equipment avalable for handling Me metal determines the q.guy of erasion end Me ultimate agamer sat6faeion of Me acon leted building AMERICAN BUILDINGS COMPANY GENERAL FOUNDATION NOTES AND CONCRETE DETAILS IMEmCAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABIUIY FOR FOUNDATION. FLOOR -OR SITU DESIGN OR ODNSITROCTON. - E FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSRE ME CRITICAL 3 TIONS ORBEACH OF THE VARIOUS DESIGNED FOR CONDITIONS. WESAPPLICABLE E REACTIONS EEACOONS AND LOAD CO BINA7THEY APPLY TO A 0NS MUSICUILAR B E�USEDING ATO DETERMINEE DESIGN D MUST BE ADEQUATE TO LGAGS TO BEEST ALL FRESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS. WIRE MESH. ANCHOR BOLT SHEAR ANGLES, TE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO TIE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS. MUST BE SUSTAINED BY HAIRPINS. TE RODS. BUTTRESSES. OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOT, OR WHERE FILL IS USED. THE FILL MUST BE PROPERLY COMPACTED OR TIE FOOTING SHALL EXTEND TO THE NATURAL GRADE IN ALL CASES WE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL MOST LINE 6. EIGRANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED M REQUIRED IN FOUNDATION WALLS AND SLAB. 7. THE TOP OF THE FOUNDATION OR FLOOR SHAD. BE SQUARE LEVEL MD SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET T A TOLERANCE +1/16 NCH ON DIMENSIONS WITHIN TE GROUP SPACING FOR AN NOMOUAL COLUMN. ALL OTHER DIMENSIONS SHALL NAVE A 21/8 INCH TOLERANCE B. COLUMN BASE PLATES ME DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.SJ. AT 28 DAYS. S. UNLESS EXPLICITLY NOTED OTHERWISE. ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS. AND LABOR SHALL BE SUPP_UEO BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE M SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND OWMITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR BOLTS SHALL BE ASTM M07 OR EQUAL IN ORDER TO CONFORM T A.S.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE ASC MANUAL OF •STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED TE CONCRETE BEARING SURFACE. EXCEPT 1/2 INCH DAMETER BOLTS LOCATEQ AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A NINIMUN M�TAG MOVE LENGTH 1/4 INCH LESS THAN TIRE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR T COLUMN ERECTION. 14. ANCHOR BOLT DIAMETERS FOR TE PRIMARY FRAMING AND ENQWAII FRAMING ME DENOTED AT RESPECTIVE BASE PLATE DUMB OR ON THE 80LT PLACEMENT PLVL ANCHOR BOLTS FOR FRAMED OPENINGS SMALL BE 1/2-INCH DIAMETER UNLESS OTMoVISE NOTED. BASE ANGLE FASTENER BASE ANGLE (NOT BY 0. (NINIMUN 1//4'4- a CONCRETE ANCHOR BOLT NG O O.C. EQUAL B SPACER OR EQUAL BY OTHERS) .. w A BASE ANGLE DETAIL ANCHOR BOLTS (SEE NOTES /13 & 114) TYPICAL OVERHEAD DOOR LAYOUT BASIC MATERIAL SPECIFICATIONS SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STEEL STEEL MR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASiM A 36, ASIM A 572 GRACE SO OR 55, OR ASIN A 992 WITH A MINIMUM YIELD OF 50 KSI. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A. ASTM A 1011 SS. GRACE 55 B. ASRJ A 1011 HSIM. GRADE 55, CLASS 1 C. ASTM A 572 GRACE 55 D. ASAP A 529 GRADE 55 - SIIS L FOR ENOWALL •C• SECTIONS SHALL CONFORM TO ASM A 1011 SS. GRADE 55, OR HSIAS, GRME 55. CLASS 1 STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 53, TYPE E OR S. GRADE B. OR ASAP A 500 CRAM B SECONDARY STEEL USED TO FORM PURUNS. GIRLS, PAVE STRUTS AND •C• SECTIONS SHALL CONFORM TO ASUJ A1011 M. GRAPE 55. OR HSUS GRADE 55, CLASS 1, OR IF GALVANIZED SHALL CONFORM T ASAP M53 SS, GRADE 50. CI 3, G90 OR HS , TYPE A GRACE 50. NO, BOTH WITH A MINIMUM TELD STRENGTH OF 55 MI. ROOF AND WALL PANEL MATERIAL. EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL. SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF AS_M A 792 SS, GRACE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SMALL BE ALUMINUM -ZINC ALLOY-COATEO STEEL CONFORMING TO THE REQUIREMENTS OF ASAP A 792 SS, GRACE 50. CIASS 2. MAERA. MAY BE EITHER 24 OR 22 GAGE PANEL MATERIAL SHAD. BE ZINC -COATED TGN.VAN ZEDI STEEL COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASAP A 653 SS. GRACE 80 OR - • HVAS, TYPE A OR B. GRAPE 80. MATER MAY BE ER 26 OR 24 CAGE - PANEL MATERIAL SHALL BE ZINC-CCATED (GALVANIZED) STEEL COATING DESIGNATION CEO. CONFORMING TO ME REQUIREMENTS OF ASTM A 653 SS. GRME 50. CLASS 3. MATERIAL MAY BE EITHER 24 OR 22 GAGE. 111399 MATERIALS 3 _ BRACE CABLES: ASTM A 475. 7-STRAND EHS WIRE ME BC4 = 1/4• DIA. BIDS - 5/16• DV - SC6 - 3/8• DDU BCS - 1/2• DA FLOOR CERTIFICATION AND SCHEDULE OF DRAWINGS THS IS TO CERTIFY THAT THE METAL BUDDING COMPONENTS AND BUILDING SYSTEM *FURNISHED BY A.B.C. ME DESIGNED T COMPLY WITH THE FOLLOWING CRITERA - THESE DESIGN LOADS AND COMBINATIONS ARE MPUED IN ACCORDANCE WITH: 2002 Florida Building Code DESIGN LOADS DESIGN LOAD COMBINATIONS METAL BUILDING DEAD LOAD (D) U+C + L COLLATERAL-LOAD-(C) _- - - _ D_+ W 5 psi On Roof Members,D++ 3/41. + 3/4W -5 psi On Supporting Frames D+C + 3/4L + 3/4W ROOF LIVE LOAD (L) 0.600 + WW 20 psf on Roar Members O.BO(D+C) + W With Reduction On Supporting Frames As Permitted By Code WIND LOAD (W) High Voice, Ty, Hurricane Zone = No EVposure (Tenain) Category B. Urban and suburban areas. - wooded areas, or other, terrain with numerous closely spaced abstruetiom 140 mph Basic Wind Speed (3-eawnd gust) Wind importance Factor aElntlwed Buildings Occupancy Classification � M buildings and structures Nat o not Qualify as any other mare specific category FIELD WELDING IS TO BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH ANSI AWS B2.1 FOR THE WELD PROCESS AND POSITION REQUIRED. SHIELDED METAL MC WELD ELE . DES TO BE E70X1L 2. THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS. WINDOWS. ETC.) PROVISIONS HERSOFNTT BE DESIGNED AS 'COMPONENTS AND CIMDING• IN ACCORDANCE TO SPECIFIC WIND PRODUCT APPRWALS AND CERnnCATRNS' 1. UNIFORM BUILDING CODE (ICBO) - / FA-285-CARSON CTY, NEVADA PIPM. 2. INDIANA - 3 MASTER PLAN FILE NUMBERS GABLE BUILDINGS : M-295147 SINGLE SLOPE BUILDINGS : M-295140 LEAN-T BUILDINGS : M-295144 3. WISCONSIN-/200232-M. 13 BASIC STYLES. 4. CITY OF CUEVO.MD, OHIO GNMIS S-52-82. 5. CANADIAN WELDING BUREAU DMSION 1 CERTIFICATION AT EL PMO. CARSON CITY & LACROSSE 6. ASC QUALITY CERNFICATON, CATEGORY MB. 7. PLANT CERTIFICATON AT DAMON CITY FOR CITY OF SEATTLE MD FOR GGOEN, UTM. B. CRY COF LOS ANGELES FABRICATORS UCENSE /1390 AT CARSON CITY PLANT. 9. CITY OF HOUSTON, T//EXAS FABRICATOR APPROVAL 1478. (( )) 10. STANDING UND ERWRIIERS LABORATORIES ROOFING MATERANDING SEAM 360 WM UTA AND SYSTEM DRECTRY. CONSTRUCTION N0.5 93 AND 210A M LISTM II. LOC SEAM 336, 435, 45//1,, 487 & 567 ASLOC SEAM 360 LISTEDN UMERND UPUFT-CILASS RI UL 9tMORATOCONORIES ROOFINOS NG MATERIALS CAND38StSTEM CRECTORY.2' IL LONG SPREk5L1A60PATORlES ROOK CWIND MATERIALS ANDES 9U DIRECTORY.NSTRUCTION NOS 71, 161 & 167 AS LISTED IN 13. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP T AND INCLUDING 1-120. 14. 24 G0. STANDING SEMI 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 15. 24 & 26 GA LONGSPM III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-15D. 16. 22 GA LOC-SFMM 360 HAS MET FACTORY MUTUAL STANGMD 4471 UP TO AND INCLUDING I-180. 17. 24 G0. LOC-SEAR 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASM E-1592. IS. 24 G0. LOC-SEAM MOOIFIED WITH 3M-VHB TAPE 14950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. 19. NIANI-CADE COUNTY. RLMIA, ACCEPTANCE NO. 00-0929.07 - 24 CA, STRUCTURAL STEEL 3' X 24• STANDING SEAM 36Q 20. MV.NI-DACE COUNTY, FLDMOA ACCEPTANCE NO. 00-0929.16 - 22 M STRUCTURAL STEEL 3• X 24• STANDING SEAM 360' 21. MWMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 00-0929.06 - 22 GA, STRUCTURAL STEEL 2• X 16' LOC SEAM 360 M NMI -ME COUNTY. FLORIDA ACCEPTANCE NO. 01-0802.07 - 24 G4 NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING 2• X 16' WC SDAI! 360 23. NMNI-DACE COUNTY, FLORIM ACCEPTANCE NO. 00-1120.04 - 24 GX NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING 2' X 16• ED SEAM 360 24. MANI-CAGE COUNTY. FLOMOA ACCEPTANCE NO. 03-0530.03 24 GA STRUCTURAL STEEL 1 i/4• X 36' LONG SPAN N MOF PANEL 25. MMMI-DARE COUNTY. PERM ACCEPTANCE NO. 03-0530.05 24 M STRUCTURAL STEEL I Ile X 36• LONG SPAN 19 WAIL PANEL 26. MAAI-OADE COUNTY. FLORIDA ACCEPTANCE NO. 03-OSS0.04 24 CA STRUCTURAL STEEL 1 1/4• X 36• ARCHITECTURAL Iff WALL PANEL 27. FLORIDA PRODUCT APPROVAL FOR SIMCMRAL COMPONENTS (FL694), ROOFING (FL704) AND PMEL WADS (FL705). NUMBER SHEET GATE REV. N0. NUMBER DATE REV. NO. MC-1 11-2-M I E-21 11-2-D5 D MC-2 11-2-05 0 E-22 11-2-05 0 M-1 10-31-05 0 E-23 11-2-05 0 - M-2 10-31-05 0 SED-001- 11-2-05 0 AB-3 10-31-M 0 AB-4 10-31-05 0 M-5 10-31-05 0 E-01 11-2-05 0 E-02 11-2-M 0 E-03 11-2-05 0 E-04 11-2-05 0 E-05 11-2-05 0 E-O6 11-2-05 0 - E-07 11-2-05 0 E-08 11-2-05 0 E-09 11-2-05 0 E-10 11-2-05 0 E-IOA 11-2-05 0 E-11 I1-2-05 0 E-12 11-2-05 0 E-13 11-2-05 0 E-14 11-2-05 0 E-15 11-2-05 0 E-16 11-2-05 0 E-16A 11-2-05 0 E-17 11-2-05 0 E-18 11-2-OS 0 E-18A 11-2-05 0 E-19 11-2-05 0 E-20 11-2-05 0 STAB'"""` SCALE: NONE I LAIC CHARLIE'S DODGE MR CONSTRUCTION DRAWN BY: TJ 10/31/05 U.S. HIGHWAY 1 MR MPRO APPROVAL CHECKED BY: JYN MR ONLY 10/31/05 FT. PIERCE, FL MNN R PREUMY DES�5 IGN APM JYN 10/31/05ANDERSON-MOOR OF .. 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X *if E 313 83HVM /M MH X3H TINO S 1/L L X ZLf V NVdWN01 N3HWM /M WH X3H 11I8a S13S l X 11 '9 MH X3H Tlaa 3135 L X tl Y It M135 oM0Wl5 83HSVM /M MH X3H TMa d s L X *I 'B ` MH X H IllNO d135 L X 1L v II IN35 ONIONVIS b � .-----U3R--:ABVON033S .�'ANtlnlad WI d 3n03NV3S3Sn -0rd1 :non 3We 379FUMur- Y NNOD -O RlWVr-SDNIN3d0 mnVa3 DZ2RRMF-USNMOa - 3Cd1 JD?W 303 / a31M D23RUff- WRL 3XVa ` :ON lwrticNL MONS OW 301 FI81 3AV3 3Xn130 FINL 3AV3 3ldFS (XVII) -vo l3 — SNIDdSNMOa /M mlinO NOVA 30Mr13 (X1V1) '0'0 I3 UF/SZ70Z sinuSNM0a /M a3LN10 c mwL Z(- -1AIN N M WNd '0 3 Z- 35Va OZdM03H -a0103 3Y3DVD -- 3d tlS' laid IW I - ir-NOLDOWN3J 06 In ' -w.mxvsWM 553NLHOLLa3HLV3M =.AWVNaVM LNFd --ZW-:B01o3 .30V0 ---ff-3dAL �. d 00 r REASONS _ m 1 m N m OI ml ni 4� ml tl y ml mi N m m im O O O LL mi im p 1m m m m m m m m Im 11 15'B 11 11 22'% 11 � I m BPo7-B I N 1 I I PHAS 3 PHASE 3 (BLOC. 8) 4 I (BLIK'i. B) I I I N m O b I I m oPOT-e I I 11 15'e 1 N 1 11 1 227 1 t 1 4 Im m m m m m b c m c F m o ml e ml n ml N m lu m ml ml ml m i m m i BP11-B BP12-B m m 'I I �02-A BPD4I J p B5'0 f 1 BPOS-A BP06-A- 11 - PHASE 3 _ (BLDG. 5) I r �•p TTTT 20'0 T 1 24'4 1 24'5 .. 30'6 1 28'9 11 1'0 19'0 1 t'0 R S 180'O OUT TO OUT OF STEEL 20 0 UT TO OUT OF STE 200'0 OUT TO OUT OF STEEL ANCHOR BOLT PLAN AB01F-A --.. MADE cN'D. --DATE- ENOR -DATE ORAwwG suBMmAL SCALE: - ,.-DATE _ - _,... .".. _. EUFAULA-.-"- - ._:. __..:."_ ALABAMA- - - STATUSCHARLIE'S --NONE DODGE - _ [q FOR CONSMCRON DRAWN BC .TJ 10/31/05 U.S. HIGHWAY 1 [ ]roR MPROVAL [ J MR PtT04T ONLY OHEc1a:O Br: Jni 10/31/05 FT. PIERCE, FL - - AMERICAN BUILDINGS COMPANY [ ]roR PREUMP DEVON APPD 96 JTH 1o/3t/05 ANDERSON—MOORE CONSTRUCTION CORP DRAWING, REVAQ. 11251103 AB-1 G10 BY: TJ 1028/US 16:46:44 Vec_25.1 NUMBER' D M1 NH1 C W V G V N1 H1 �' ri 22 21D 21C 2' H2 u Y 21 M1 _T Hi~� H21. 20 20A V 21 MI - - Hin , 20 20A V LINES t0A &100 C - V IWpe) H7 (WPe) X2 (UW) V (kips) H1 (lope) H2 (UPe) +fi.0 i4.9 +6.2 -4.9 KLOAD'NGFRAME +74 +8.1 +9.3 -&1 +15.8 +14.9 +15A -14.9 -35.2 -36.0 -34.4 +28.6-9.0 -37.3 -36.0 to +8.1 -382 +2B.6 to +9.0 HI = horizontal force in the plane of frame H2 = horizontal fame perpendicular to the plane of frame PRASE 3 (BLDG. 5) LOADING CURTAIN WALL AT FRAME LINE 0 21D & 21C CONDITION H2 (kip.) -1.1 W to +1.1 HI = horizontal tome in me Plane of frame H2 - horizontal fame perpendicular to the plane of frame PHASE 3 (BLDG. 6) LOADING CONDMONJ FRAME UNE U 20 2oA (Ups) (Up.) (kip ) 0 +0.3 +1.0 C +0S +1.7 L +1.7 +&5 W -4.0 -13.2 to +5.2 HI = horizontal force in Me plane of frame H2 = horizontal force perpendicular W the plane of frame PHASE 3 (BLDG. 7) LOADING CONDITION FRAME LINE 0 20 2oA (WPe) (De) (UP ) D +0.4 +1.2 C +0.6 +2.0 L _ ___+.1.9. _+6.5 _ __ W -4.5 -15.4 -52 to +5.8 HI - horizontal fame In me ylane of from. H2 - horizontal fame perp.n Pieular to the plane of from. PHASE 3 (BLDG. 7) NilHy� H2 f 20 V Mi M1� ) H2VG V REACTION SCHEMATICS LOADING SOLDIER COL FRAME LINES 1011 & IOC 6 CONDITION 112 (kip.) -1.1 W to PHASE 3 (BLDG. 5) N1 H1 N2 f 22 21D 21 v Hy� 2 V S R H M1 H-1 n H2 i C V LOADING SOLDIER COL FRAME ONES 109 & 10C CONDITION C R2 (kips) W to +td PHASE 3 (BLDG. 5) LOADING CONDTION FRAME uME U 22 1 210 21 V (kips) H7 (WPe) V (Ups) H2 (UP.) V (UPe) H, (kip.) D +05 +0.1 +1.6 +0.7 -0.1 C +0.9 +0.1 +2.6 +1.1 -0.1 L +2.8 +0.5 +8.3 +3.7 -0.5 W -9.0 to +0.7 -6.8 to-21.0 +4.8 -7.7 to +8.8 -103 -4.5 to +6.7 H1 - horizontal force In me game cur name H2 - horizontal fame perpencular to the plane of frame PHASE 3 (BLDG. 6) LOADING CONDITION FRAME ONES Of. 5 & R 20 21 V (kips) Ht (kips) V (kips) H1 (UPS) D +25 +2.1 C +32 +3.1 L +7.8 +7.4 WWa -16.9 -4.0 to +4.3 -16.0 t %braced - -4.0 to -15.0 HI - horizontal fame in me plane or Frame H2 = horizontal fame perpendicular to the Plane of frame PHASE 3 (BLDG. 7) LOADING CONDITION GRID ONE 20 S R V (kips) Hp (kips) V (Up.) Hf (kips) D - --- +1.0 +1.0 W -9.0 to +9.0 -5.1 to 1 +5.1 -9.0 to +9.0 -5.1 to +5.1 HI - horizontal force in me plane or Frame H2 -horizontal tome perpendicular to the plane of frame FOR CONSTRUCOON FOR MPROV.IL FOR PEm1R ONLY FOR PRELIMOMRf Br: T� Ml H r) X2 1 22 21E 21B 21 V u1 HI H2 1 22 21 All H7 H21 y O S R M1 HI H2t 22 210 21A 21 V LOADING CONDITION FRAME ONE N 22 - 21E & 218 21 (Ups) (Ups) (Ups) (kips) (Up.) (kip.) D 4-0.3 +0.8 +0.3 C +0.6 +1.4 +0.6 L +1.8 +02 +4.3 +1.8 -0.2 W -7.3 to +1.9 -5.3 to +43 -11.0 -5.7 to +5.2 -73 to +1.9 -4.3 to +5.3 H1 = horizontal force in the plane of frame H2 - horizontal fame perpendicular to the plane of frame PHASE 3 (BLDG. 6) LOADING CONDITION FRAME LINES 0. P. 0. R. 5 & T 22 21 (taps) (Ups) (kip.) (kips) D +3.4 +13 +5.4 -1.3 C + 2 +1.9 +7.0 -1.9 L +10.0 +4.5 +16.8 -4.5 W -22.1 -1Y8 to +0.2 -35.2 +12.5 W at % braced ,-22.1 -12.8 to 1 +02 -36.2 +12.5 Hl - horizontal forte in the plane of frame H2 - horizontal fore. perpendicular to the plane of frame PHASE 3 (BLDG. 6) LOADING CONDMON GRID LINES 22 & 21 0 If p p & 0 V (kips) III (Up.) V (kip.) HI (kip.) 0 +0.6 +0.6 W -5.0 to +5.0 -1.9 to +1.9 -5.0 to +5.0 -1.9 0 +1.9 H1 - horizontal tome in me plane of frame H2 > horizontal fame perpendicular to the plane of frame PRASE 3 (BLDG. 6) LOADING CONDITION GRID LINES 22 & 21 R & S S & R V (kips) Hi (Up.) V (Ups) H1 (Ups) 0 +0.8 +0.8 W -3.5 ta +3.5 -1.9 to +1.9 -3.5 to +3.5 -1.9 to +1.9 HI = horizontal fame In the plane of frame H2 ® horizontal fame perpendicular to me plane of frame PHASE 3 (BLDG. 6) LOADING FRAME LINE V CONDITION 22 21D 21A 21 V (kips) H, (Ups) V (kips) H2 (kips) V (kips) H2 (kips) V (kips) Ht (OP-) D+0.4 +0.8 +0.4 +OS C +0.7 +&1 +1.3 +03 +0.5 -0.1 L +2.6 +0.3 +5.3 +2.7 +1.9 -0.3 W -7.0 to +0.9 -4:8' to +3.6 - -10.7 -5.7- to +6.4 - - -5.9 -43 to +4.8 -5.8 to +13 -3.0 to +4.2 HI = horizontal force in me plane of frame H2 - horizontal force perpendicular to the plane of frame PHASE 3 (BLDG. 8) NONE' DATE CHARLIE'S DODGE Td 10/31/05U.S. HIGHWAY 1 ,rat 10/31/os FT. PIERCE, FL rn 3r11 10i3 /0 ANDERSON-MOORE CONSTRUCTION CORP 103 AB-2 GIRT LUTE 1'311 '1 Q I- _ N N ^ m a l a l 5 1 61 1 m 0 I PHASE 3 -.(BLDG. 5) BASE PLATE DETAILS GIRT LINE 1'0 ? 6Z 5 4 8 O Q 1 0 " J ti m 1'3 mi. i RAWIN■.$us' s AMS SCALE: NONE DATE -'. _ .._... .-' _ _ . CHARLIE'S DODGE _ U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFAULA _._.. _. __......__ - ALABAMA - AMERICAN BUILDINGS COMPANY MR CONSTRUCTION FOR MPROVN. FOR PERWT ONLY FOR PREDMRIN"! GRAWN BY: TJ 10/31/05 CHECKED 6Y: JM 10/31/os DESIGN APPO Br: M 10/31/05 DRAWING, NUMBER' 11251103 AB-3 I REV.ND. 0 Br: I TJ 10/29D5 08:57.45 Ver, 25.1 t'ot'o J GIRT- I LINE b� .n 0 ' b 3/4 AB 8 e 7I BP01—B L NE J BP06—B n 6 2jr I' t' 3/4'pB b O _ j m -GIRT tINE- 7.0 BP09—B GIRT LINE 2 2 2 8 BP02—B 4 � OF FRAME t 3 3 2 I e' BP07—B n e 2 2 2 t.AB b a a Ib GIRT LINE- BP10-B i I PHASE 3 (BLDG. 6 & 8 F— Vo i SINE LINE 6' 1 3 3 e t'o F- LINE b I I 0 b 3/4 AB 5 BP01—D 1' b BP02—D r T BP08—B BP03—D B a 3/4'AB 3/4 PB b � O O b b M h GIRT LINE GIRT LINE LINE 1.0 - 1.0 BP11-B BP12—B BP13—B BP04—D BASE PLATE DETAILS ._ _. _..._:--REVISIONS-..__ .,_, _______.__ _MARE CKO DATE-- ENCR -BATE .ORAWINGSUBNffV1' SCALE: 'NONE DATE -.r.- :. ._ __ .-_ FABL GIRT LINE GIRT LINE n"^n CHARLE'S DODGE- , [�] FOR CONSRNCIION DRAWN10/3t/05 U.S. HIGHWAY 1 [ ] FDR APPROVAL CHECKED BY: JYH t0/31/OS pT, PIERCE, FL BUILDINGS COMPA [ ] FOR PREIJMIW DESIGN APPD BY: JYH to/3t/o5 ANDERSON—MOORE CONSTRUCTION CORP DRAwINc. REv.No. CAD Bf: TJ 102B OS 16:46:37 Ver. 25.1 RG:j 112511 125 NUMBER' 11251103 AB-4 0 BP07-C CRT L.IINF 8 n BP02-C GIRT LINE--% T 1.z t 0 BP06-C GIRT LINES GIRT LINE 1'3 c I t a M 1 2 2 3/4'AB 6 BP05-C BP04-C PHASE 3 (BLDG. 7) BASE PLATE DETAILS LTD I I —LINE GIRT I m I M _ m M N 1 12 1 3/47AB 6 BP03-C GIRT LINE �. 10" I f i BP01-C _-..:REVISIONS . .. - - - MADE CK'D - DATE ENGR "DALE- ND: • ; :: REVISIONS .. - MADE CK'D DATE_: ENOR -DATE -DRAWING: SUBNRiA1 9fATM SCALE: _ _ —NE - No :DATE.., _ _ . - __ . . :. . . ... .... CHARLIE'S DODGE U.S. HIGHWAY 1 F r. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP FAU _ _ _ __ _ _ _ _ �BAMA ` AMERICAN BUILDINGS COMPANY [�] FOR CC ON [ ] MR APPROVAL [ ] FOR PFAMR ONLY [ ] FOR PRWMOYRY OFUWN BY: TJ 10/31/05 CHECNEO BY: JYH to/31/os + - __T DESIGN APPO BY: JYH 0/31/05 DRAWING. 11251103 AB-5 NUMBER' REV.NO. 0 CAD W. TJ 10 29 05 08:57:46 Ver. 25.1 S C OY SIZE I nrPTH ICLEARAr C A 22 3/4 X 2 3.0 13 16 12.11 1 2 B 8 3/4 X 2 2'0 15 16 14.1 1 4 C D 14 10 34X2 4 X 2 2'034 2'1 1//16 14.71/4 15'2 7 i6 14.7 1%2 E 22 3%4 X 2 3'0 15/16 12 i�- 8B'0 - 29'0 18'4 324'0 34 O 2'5(+- 1/16) 1'e 6 1'B 5 e m c o .2 H N N N N U J J J 1 J Tt t �t t 0! t Pt t -S t Eft t �t BEAM 1 SRC 8 1'2 ti SPANOREL UPME 3 (SM. 5) `f RIGID FRAME CROSS SECTION CS01—A FRA1E-IM-1125H03.01A - - - - - -- — - - FRAME LINES 10A h 10D -. _. = NAOE CK'0-. DATE ENGR GATE N0. - _. .-gEVI510N5 '- .. - tAADE CN'D .DATE-r fNOR DATE --DRAM FUBMRTAI SCALE: - NE NO DATE 'CHARIJE'S fUFAULA _ __ - ._ ALABAMA - VISIONS - ems DODGE - [ ]FOR COIbTRUCiION DMWN BY: T I 11/2/�.517T. U.S. HIGHWAY 1 [ ]FOR APPROVAL FDR PD21YT DNLrAMERICAN CNECKEO BY: JYN 11/T/ PIERCE, FL[.] BUILDINGS COMPANY ] MR PR>: JUKARY DESIGN APPo eY: JYH 11/7/ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REV.NO. CAD BY: TJ 10 2a 05 16,46,31 Ver. 25d 11251103 E-01 NUMBER' 0 SPLICE BOLT TABLE LC 0 A A B 2 1 3/4 1 0 1 4 10 1/4 20'0 3 16 20'7 1/4 200 33/16 D 2 1 1/2 T42 1 0 4 9 7/✓3 20'7 1/4 E 1 1/2 9 /8 20'7 1/4 12 4 O 5'0(+- 1/161 n J 7 4 O 5'0(+- 1/16) m V I I I I� If I f T f U J L L Li ti` LA ti� ti� 1 ER-5201 I I I D B E I I I I I I I I I I � I I I I I I I I I � I I I I I I 1 I I ER-5202 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FB-I F9-1 FB-1 FB-1 FB-I FB-I 10 `FI-Otom � a N 0 F6-1 a FB-I iV O FB-1 1" O i6-1 N F9-1 N O FB-I N C FB-I FB-I N C N EC-5202 e t'O 1 1'0 e 1'6 1 183 j TO CL OF COLUMN 20'0 TO CL OF COLUMN 1B'3 3 TO CL OF COLUMN 1,81 21E 30'0 TO RIDGE 21B 30'0 TO RmGE 116 FACAOE SWO OUT TO our OF GIRT UNE V PNASE 3 (BLDG. 6) BEARING FRAME CROSS SECTION CS01-8 FRAME LINE N I MADF I CK'0 I , DATE I ENGR I -DATE I O OVA RAvnNC,6U6NmAL STATus SCALE: 6 '- - -' NONE - DATE , - .. •-_ " -. -' . ... .•_ __ -.: ` CHARLIE'S DODGE - U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MObRE CONSTRUCTION CORP -EUFAULA - eil�` AMERICAN BUILDINGS c FOR CONSTRUCRON MR APPRO0.l MR PayMv ONLY DRAWN BY: Ti 11/2/05 EN. KED BY: ar11 11/7/05 DESIGN APPD BY: JM t1/2/os DRAWING. 11251103 E-02 NUMBER' BY: TJ 10/28 05 16:46:33 W, 25.1 SPLICEOTY IH LEAR A B 8 8 3/4 X 1 3/4 3/4 X 1--3/4 11 3//4- 1'0 3[4 20'0 1 16 207 1/8 C 8 3- % 1 3/4 11 3/4 20'0 1/16 1 k 12 4 O 5'0(+— 1/16) II 4 O 5'0(+— 1/16) V6 n 1'S i 12 141 30,0 1n OPHASE 3 (BLDG. 6) LJ BEARING FRAME CROSS SECTION CS03-B FRMJE UNE U ND: - .. .. .......' 'REVISfONS - - -. .. _ MADE CK'D DATE ENGR DATE:.. N0. ".:REVISIONS - .-- - _ NAOE CK'D DATE . ENGR GATE -ORAWISTAMS YRTAI 5TAT05 SCALE: - NE ND DATE G -.. ..._.. .__ -_ CHARLIE'S.DOD E' - U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON-MOORE CONSTRUCTION CORP UFAU _ _ ____ _ AMERICAN BUILDINGS COMPANY [ FOR CONSIRDCRON [ ]FOR AP .— [�] FOR PERMR ONLY [ ) FOR PREUMINA OMVRI BY: TJ 11 /2/05 CHECKED 6f: I ryH 11/7/a5 DESIGN APPO BY: I JYH 11/7/05 DRAWING. NUMBER' 11251103 E-04 REVAO. D CAD BY: TJ 10 26 OS 16:46:34 Ver. 25.1 Y I SILL I B H LEALEAR AT SPLIC A C 4 1/2 X 1 1 2 1/2 X 1 1%2 1 0 1///8 9 7%96 19'3 17 16 a16 4 199 1 12 i f- 42'0 e 7 O 5'0(+- 1/16) PHASE 3 (BLOC 7) COLUMN & BEAM CROSS SECTION CS01—C FRAME UNE U . ..: .. ... .. . • -... MADE CK'D' ..GATE ENGR GATE' N0. .- :". REVISIONS _ - - .MADE CK'D - DATE-- ENGR -DATE ....DRAWING-5uaurttAL. SCALE: NONE DATE .. -_ - ..`..... - FAU __. ___ _ -_ ALABA_ N0: SIONS - STATus CHARUE'S DODGE " [ ] FOflCON50iUCRON DRAWN Br. Tv 11jz/os U.S. HIGHWAY 1 CHECKED eY: JYH 11/7/Os Fr. PIERCE, FL AMERICAN BUILDINGS COMPANY -. - - -- - - [.] FOR PREurt ONLr [ ]FOR PRDJN01NtY DESIGN APPD ErY.1 JYF1 11/7/05 ANDERSON—MoORE CONSTRUCTION CORP DRAWING. REv.No. _ -I ren W. I Ti 1 10/28/05 16:45:38 W, 191 NUMBER' 11251103 E-05 0 - SPLICE BOLT TABLE A A S L B 14 3/4 1 2 2'0 11/16 19.1 5/6 m.`.m 12 1F__ 42'0 � 7 O 5'0(+- 1/16) 20 PHASE 3 (BLDG. 7) v RIGID FRAME CROSS SECTION CSO2-C — - --- — -- - - FRAME ID: 11251.103.03A FRAME LINES R S h T _REVISIONS ._ "_ - MADE CK'D DATE ENGR" DATE- N0: REVISIONS - •.. _. .. MADE CK'D DATE- FNGR .DATE-.-DRAWING.SUBMRTA_ ' SEAM SCALE: ` NE - NO OATE , . - _..• --'- - - CHARLIE'S DODGE - L _ _ _ _ .EUFA IA � .. _ �_ . - - ALABM L ] FOR CONSRUCIION DRAWN BY: Ti 11/2/05 U.S. HIGHWAY 1 L) MR APPROVAL [•] MR PER ONLY CHECKED BY: JYH 1117/05 FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ]FOR PRELIMIRMY DESIGN APPO BY: JYH it/7/as ANDERSON—MOORE CONSTRUCTION CORP DRv0Nw.5 CAD BY: TJ t0/2B/as 16:46:08 ver. zs.t SPLICE BOLT TABLE S A B 4 4 1/2 X 1 1 2 3/4 X 1 3/4 i 1'0 1 8I 1'0 /8C =9091,11, 4 1 /2 X 1 1 /2 9 7�1i 1 12 IF-- 1 0 5'0(+= 1/18]_ e 81 20'10 3 TO CL OF .•. f I I 197: TO CL OF COLUMN PHASE 3 (BLOC. 7) COLUMN & BEAM CROSS SECTION CS03-C FRAME LINE 0 NO.. __ '...._.....-REVISIONS - MADE CK'D GATE ENGR DATE" NO. .- _ __ :...REVISIONS _. "- .. - -MADE CN'D 'DATE'- ENGR GATE .. STATUS sraTus SCALE: NONE 'D'A7E' CHARLIE'S DODGE U.S. HIGHWAY 1 R. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EU LA"` .' ..-ALABAMA' FAU __..—_ __ __. _.._ _. AMERICAN BUILDINGS COMPANY _ (]FOR CDN5TROCNON [ ]FOR AFPRGJAL [.] FOR PERMIT ONLY [ ]FOR PREUMPIARY CAD BY: TJ DRAWN BY: Ti 11/2/05 cHECKFD By, 1 m 11/7/05 DESIGN APPO BY. JYN T1/7/05 10/28/05 16:48:38 vcr. z5,1 DRAwINc. 11251103 E-07 R6KN0, NUMBER' 0 A B 8 B 3/4 % 2 3/4 X 1 3/4 1 0 1 8 1'ID 1/8 200 5 16 20'7 /8 C D 8 4 3/4 X 2 1/2 X 1 1/2 1:0 1/8 10 1/8 200 3/16 20'9 1/8 E 4 1/2 X 1 1/2 9 7/✓3 20'6 1/2 12 12 �i 30'0 :. 28'4 9 I 2B'3 15 1'S 1'6 2'11 2'11 2'e 2'8 le i_ 2'11 211 n 8 1'0 wm i �m PHASE 3 (BLDG. 8) BEARING FRAME CROSS SECTION CS01-D -FRAME UNE V --- MADE CK'D 'DATE -- Q1GR DATE -DFNWI,NGSUBMRTAE 5cnLEi NaNE DAY,E .-' .••. •. - _-. - - EUFAULA. .�__. _.__-_ ALABAMA SrATNs -CHARLIE'S DODGE _ [ ]FOR WN5O3 ON DRAWN BY: Ti 11/2/05 U.S. HIGHWAY 1 [ ] roR APPROVAL [.] FDR Pt1ON oNir CHECKED s+.: arx 1t/2/05 Fi. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ] FOR PREUmm" DESIGN APPD BY: " 11/7/06 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REV.NO. NUMBER' 11251103 E—OB 0 an W. Ti 10/28 05 16:46:40 Ver. 25.1 Vo N0. THIS ROOF SYSTEM DESIGN USES ANTI —ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/AA. ON DRAWING SED—#. LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. Clip Mark Number is: CL-13 & CL-14 sPR' 5}99is 1100" 10.2.6P10'2 1 r2< T_24P17Z4 1 - 87'56 9F561 9sZ1}-22.OKKr1018"l T10s]'1D18" 1T6 7^SZ12-}��9.5Z12TYPICAL U.N. V PHASE 3 (BU]G 6) ROOF FRAMING PLAN RF01 F-A CK'D - DATE-- ENGR -0ATEFI-) RAWING sUBNIRAL. STATUS ' PURUN UNE ' PH SE } (BLDG. 6) SCALE: NONE DATE' CHARLIE�S DODGE U.S. HIGHWAY 1 Fr. PIERCE, FLMR ANDERSON—MOORE CONSTRUCTION CORP REVISIONS - - - .MADE MR GONSfRUCGON MR APPROVAL PERMO ONLY [ ] MR PREUMIWJO' CAD l0': TJ DRAWN BY; TJ 11/2/05 CHECKED BY: Jn+ 11/T/O5 DESIGN APPO By. JyH 11/7/as 10 26/05 16:46:42 Ver. 25.1 AMERICAN BUILDINGS C R: 11251103 E-09 29j 2'9 j n N < v n + W � N LL ^ 2.8 { 2.11 n m y 2'11 m o m I N W � 8 N a 1'6 1'e � m N b \ I ti 0 O v n C N W Y 2'11 o. 2'11 2.61 n Sheeting Direction Sheeting Direction T f 40.4 2'S 45'3 f PHASE 3 (RLDG. 5) I f 86'0 4 ROOF SHEETING PLAN RF01S—A REVISIONS '�_ '. - = MADE CK'D DATE'- ENGR 'DATE DRAWING su6MmA1 SCALE: NONE DATE - ' ' -: . _ _ EUFAULA ... •'�_ _ .. -ALABAMA ' STANS CHARLIE'S DODGE - ( ] MR cDtmRUMON DRAWN ar: Ti 11/2/05 U.S. HIGHWAY 1 [ ] FOR APPROVAL I.] FOR PERIM ONLY CHECKED m: JYH 11/7/05 FT. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPD 6f: JYH t1/T/o5 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251103 E-1 O REV.NO. CAD BY: TJ 10 28 05 15:46:43 Vm 25.1 NUMBER' D 2'8 i m 2'77 m 11 b m 0 EI n v m I + NQW � la S 6 0 Y 1'8 O m zt o m 9 '11 a. Y 2.11 m 2'8 i PHASE 3 (BLDG. 7) 'I OI O 4-------------------------------- O---------------------------------------- L O br--------------------------1- o a I�IFIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - � I (91/1 —+)9.2 O K mm 4.10 78.44 PHASE 3 (BIDG. 5) PANEL CLIP LAYOUT RF01C-A N0. - .REVISIONS 61ADE CK'D DATE JENGRI DATE I NO.1 REVISIONS IUADEI CKD - DATE - ENGR -GATE Zone Typ.. Rows of Purlins Typ. $ of Clips Per row 8 of Purlin Fasteners Per Clip Total CIi s A 4 2 53PC-2R 2 8 B _47 18 S3PC-2R 2 72 C 4 3 S3PC-2R 2 12 D 32 2 S3PC-2R 2 64 E 32 18 S3PC-2 2 576 F 32 3 S3PC-2R 2 96 G 2 2 53PC-2R 2 4 H 2 18 S3PC-2R 2 36 I 2 1 (3) S3PC-2R 2 6 oRanrvc-sueeglrl. 'SCALE: NONE STAM [ ] MR CONSFROC110N DRAWN BY: TJ MR APPROV� CHECKED BY: JYH [.) FOR POW ONLY [ ] FOR PRO.AF ARf DESIGN APPD BY: JYH GD BY: TJ 10 28 05 16:46:33 Zone Typ. Rows of Purlins Typ. # of Clips Per row of Purlin Fasteners Per Clip Total Cli s A 9 1 2 S3PC-2R 2 18 B 9 51 S3PC-2 2 459 C 9 2 SfC722 2 18 D 1 2 S3PC-2R. 2_ 2_ E 1 51 53PC—ZR 2 51 F 1 (2) S3PC-2R 2 2 Zone Typ' Rows of Purlins Typ. # of Clips Per row of Pu in Fasteners Per Cli Total U s A 2 3 S3PC-2R 2 6 B 4 92 53PC-2R fi 178 C 3 5 S3PC-2R 4 8 D 5 3 S3PC-2R 2 15 E 17 92 53PC-2 6 490 F 11 (5) S3PC-2R 4 27 Zone Typ. Rows of Purlins Typ. I of Clips Per row 8 of Purlin Fasteners Per Clip Total Cli s G 5 3 S3PC-2R 2 15 H 17 92 S3PC-2 6 490 I 11 5 S3PC-2R 4 27 J 2 3 53PC-2R 2 6 K 4 92 S3PC-2R 6 1708 .L 3 (5) S3PC-2R 4 8 CHARLIE'S DODGE U.S. HIGHWAY 1 Fr. PIERCE. FL ANDERSON—MOORE CONSTRUCTION CORP 11251103 E-10A I ---D RR-0104 OPEN TO PHASE 2 TO REMAIN OPEN PHASE 3 (BLOC. 5) ENDWALL FRAMING AT FRAME LINE 10A RC-0101 6)TRW-15.2 W/(6)LARF-1. (4.5)RSA-1 @ (4.5)G4-4 N9 IIv PHASE 3 (BLDG. 5) ENDWALL FLASHING LAYOUT AT FRAME LINE 10A 6 FL17-15.2 1'10 � N Y \ ^ p n p A � m n li m O O N YI n Y m m n m OI m O O G N m n Y m m N m 0 0 m q m m m m p m m m P 0 m T m m Oi OO N N N N OO N G N OO I I 1 1 6 6 6 6 6 d LL 4 6 d 6 L 1 M1 1 6 1 6 1 2 1 L 1 d I d I 6 I 6 I y I y I y 1 d 1 � 1 2 1 I N PHASE_3-(BLDG:-5)' ENDWALL LINER SHEETING PACKAGE MK# EW01S-AL @ FRAME LINE 10A --'REVISIONS -- MADE CK'D OATE ENGR DATE N0. "'" REVISIONS"''" `: - '"" ': MADE CWO DATE-," ENGR DATE - -DRAWING SUBMITTAL' STANS SCALE[ NONE DATE [ ] FOR CONSTRUCTION [ ] FOR f:AMR ONLY ( ] DRAWN BY: Ti 11/2/05 CHECKED BY: JYH 11/7/05 1 5 CAD FTI 1632 Ver25.1B 10 28 OS CHARLIE'S DODGE - U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON-MOORE CONSTRUCTION CORP 11251103 E11251103 E-11100 • �' 1'10 yy� a d O O_ • d 0 m m 1` f RC-0101 OPEN TO PHASE 3 (BLDG. 6) TO REMNN OPEN PHASE 3 (BLDG. 5) ENDWALL FRAMING AT FRAME LINE 10D (6)TRW-152 W/(6)IARF-1, (4.5)RSG 1 k (45)G4-4 n d m V O7 LL � N U N PHASE 3 (BLDG. 5) ENDWALL FLASHING LAYOUT AT FRAME LINE 10D (e)FLn—ts z� 1'1D m Y \_ N Y Y N \ \ \ \_ \ \ \ \ \ \ \ \ 0i m o i m \_ a A n m \_ N \_ n . m m n m w m mm m m+ _ VI ^ mwam Ml N E m M o O OO N d y LL 6 6 d 6 d 2 6 6 d d 0. d d d d d 6 s 6 a 6 <<< 6 a a a (4'5)CA-2 ENDWALL LINER SHEETING PACKAGE MK# EW02S-AL @ FRAME LINE 10D N0. - __ ___.._-RENSIONS .. MADE CK'D GATE ENGR DATE N0. - . •• - - REVISIONS - - . - MADE CK'0 DATE ENGR -GATE DRAWING 3UBNITYAI SCALE: NE DATE .. Ll1FAUlA -_ = - ALABAMA' srATus NO CHARUE'S DOOGE - [) FOR CONSTRUCTION DRAWN By. Ti 11/z/os U.S. HIGHWAY 1 [)FOR APPROVAL CHECKED BY: JYN 11/7/05 FT. PIERCE, FL [.] FOR 11W ONLY AMERICAN BUILDINGS COMPANY (] FOR PRFLMMART DESIGN APPD BY: JYH 11/T/o5 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. REV.NO. �.,. v ,n Yoama �a.aa.�o v.. x� NUMBER' 11251103 E-12 D i n� N O 1rj • n o l g I I mn a n o Flu �� ti J �vl F � pNl} N CLAN � 4 � A D N O -1 N n 1-4 Z m a I i o M d 0 D v� Z s 'm FoN m mCx T O 0 CC B\ O S, 'I) m m '4 0 O i r O D„V m Q N rm O O� N I o ' o I 22'7 TO PVX 22'O 7 I S m I 6�20VO 47 �I�J Ijlj''��IIII I I I I 1 I I I I I PRASE 3 (LEAN-TO BLDG. 7) 1 I I I 1 I I I I I I 1 I I 4� I P zo I I iA I m� I "2 I v� I F I I I I I w V V V V V V w DJBOC4-17.7 1/2AP1 u K � m � N H N R O •1 q F gIBDC4-17.7 1 2API 0 G M J V J J V 4 a I I I m nI 41 I sq' KA I >� I n� I LF F I I r (2)FGR-9.J r PA-15.1 3/8 PA-18.2 1/B PA-18.2 7/8 PA-18.3 5/8 PA-18.4 3/8 PA-18.5 1/8 PA-18.5 7/8 PA-18.6 5/8 a A O 1 -- -- - PA-B.3 7/8 W €9 9 a PA-6.4 5/B m Z u ro P PA-6.4 1/4 v b � PA-6.3 1/2 w w U) q " FJ 15-124 o O m PA-18.8 1/4 > PA-18.5 1/2 Cn � 2 Z PA-18.4 3/4 PA-18.4 m PA-18.3 1/4 PA-18.2 1/2 m r PA-18.1 3/4 m PA-18.1 FJ (2)FCR-9.3 2)FCR-9.3 PA-15.1 3/e PA-18.2 1/8 PA-18.2 7/8 PA-18.3 5/8 y PA-18.4 3/B PA-18.5 1/8 PA-18.5 7/8 .... .... PA-6.3 7/8 I I PA-6.4 5/8 IfLlll N m PA-6.4 1/4 v P PA-6.3 1/2 u FJIS-12.4 0 PA-18.6 1/4 3 PA-18.5 1/2 PA-18.4 3/4 PA-18.4 N Li PA-18.3 1/4 PA-18.2 1/2 PA-18.1 3/4 PA-18.1 " (2)FCR-9.3 ER-5301 /-ER-5302 I BZ15-29.3ZR _ I l I 8215-29.3ZR � I I c6xn.5-IX SZ13-32.2 3µZZ 3 O DHODC4-12.0 3 3 Z1 O ^^ n n A r I m a a (12' X 12.2 F.O.) O ZI 7 Z1 FB-1 TYP. Q O7 7 Z1 I 7 --------------------------------- OPEN 4'0 FOR MASONRY WALL (NOT BY AB.C.) 3 3 �u-ueuio EC-5301 EC-5302 (6-0 LAP) 7'6 120 7'6 8Z15-6.6 1/42Z BZ13-35.3RZ (4) REQUIRED C/) REQUIRED hPIC L U.N. TYPICAL U.N. 27'0 33'0 22 21D 60'0 OUT TO OUT OF CIRT LINE GABLE ANGLE GA-1 & RSA-1 TYPICAL 21 - SZ15-10.3 1/4ZR PHASE 3 (BLDG. 6) @- GL-3 ENDWALL FRAMING AT FRAME LINE U Q - CL-7 ------------------ T211. & TRECL r(2)1i 1-152 W/(2)RSF-1 TRCSIlU rO)EI-152 W/(2)RSF-1 TCBIR & TRECR -� 0 n 0 vi c o 0 m m m o N m m m T T I 1 FDH2-12.3 a a a a a a a a a n a n a a Y 0 Y 0 N 4 V (.5)GA-2 W/FPFV-2 & FPEC 1- �L (25)G4-2 W/(4S)FPFV-2 & (4.5)FPEC-1 `.NO. .... ...._ 'Re�IS10NS __ __ . ._. _ WtOE CN'D GATE ENGR DATE NO. - - REVISIONS...`. •_ - MADE CK'D --DATE--'J ENGR -GATE PHASE 3 (BIDG. 6) SHEETING PACKAGE MK# EW08S-B ® FRAME LINE U OWNG SUUU& - SCALE: NONE - - - - . - - -EUFAULA--___.� ___- _ - ALABAMA SrA1us :-GATE CHARLIE'S DODGE - MR WIRSRiUCIION DRAWN BY: Ti 11/2/05 U.S. HIGHWAY 1 MR APPROVAL FOR POW ONLY cxecKED Br: JYH 11/7/os FT. PIERCE, FL AMERICAN BUILDINGS COMPANY FOR PREUTAFNRY DESIGN APPD BY: JYH 11/7/05 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. 11251103 E-15 REV.NO. BY: Ti 10 25/05 16:46:35 V.I. 25.1 NUMBER' D SZ76-4.8 1/4ZZ (TY4) REQUIRED PIC U.N. 12'0 I -- 5'6 BZIS-4.3 1/4KZ TYPICAL U.N. I 42'0 OUT TO OUT OF GIRT UNE r GABLE ANGLE GA-1 & RSA-1 TYPICAL Z2 - 8Z16-4.9 1/4ZK PHASE 3 (BLDG. 7) Z3 - 8Z16-4.6 1/42Z @- GL-3 ENDWALL FRAMING AT FRAME LINE U Y\1 N r m 1f1 � O a a a n n a a o m n ^ m n ry i i a I a a a a a a a a a a a (1)FOH2-123 (1)FDH2-72.3 a r + LL 4 4 OPEN 4'0 FOR MASONRY WALL 5 GA-2 W/GS)FPFV-2 k. 5)FP� (.5)04-2 W/WW-2 & FPEC-1 (5)GA-2 W/(.5)FPFV-2 5-5 )FP (NOT BY A.B.C.) (•) (• _. .. .. - PHASE 3 (BLDG. 7) SHEETING PACKAGE MK# EW01S-C @ FRAME LINE U -- — ,. REVISIONS - . MADE cH'o.. -DATE... • EN6R oarE: -0Luww� SCALE: NONE - _ . ,.: '. . - , .._ UFAU Tsu�BumAa CHAR DODGE [ 7 MR CON61RUGRON OW.WN BY: TJ 11/2/65 U.S. HIGHWAY 1 [ ]FOR APPROVAL [.] MR PMAT ONLY CHECKED BY: JYH 11/7/05 FF. PIERCE, FL AMERICAN BUILDINGS COMPANY [ ] FOR PRUJMINARY DESIGN PPPO BY: JTH 11/7/05 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. RLY.NO. 11251103 E-16 CAD BY: TJ 10 2B OS 16:46:3B Ver. 25.1 NUMBER' D DUT Vo BZ1B-21.= 8Z16-5.0 1/4KZ 11p (B) REQUIRED (61 REQUIRED 1.0 TYPICAL U.N. TYPICAL U.N. I 42-0 OUT TO OUT OF GOT LANE r GABLE ANGLE GA-1 k RSA-1 TYPICAL Zi - BZ16-BS 1/4ZZ PHASE 3 (BLDG. 7) GL-3 -- _ ENDWALL--FRAMING-AT FRAME LINE Q Q - CL-7 (4s)vPFe-1x Y o ^ ul c m o n m 0 0 m 0 m 0 o c - a o ry n n i a n a a a a a y a n a n a 3 TRW-15.2 W 3 1ARF-1, ZS RSA-1 6. 2.5 GA-4 PHASE 3 (BLDG. 7) PARAPET BACK SHEETING PACKAGE.MK# EW05BS—C @ FRAME LINE Q n ro u 0 u 6 S I 6 (1)FDH2-10.3 o a o 0 0 0 0 0 0 N (�•1 N N N N N N N N N 1 1 6 6 6 6 6 LL y I 6 I 1 6 a N ry N I N LL (1.5)GA-2 (,5) PHASE 3 (BL)G. 7) SHEETING PACKAGE MK# EW05S-9@ FRAME LINE Q NO. - - _ . - _REVISIONS - MADE CK-D I .DATE ENGR OATS N0: ' .. REVISIONS - MADE CK'D - DATE--' ENGR DATE -OflAWING Suemum STAT315 SCAB: NONE ...DATE 11/2/05 ... .... . _ ' - _ -_ --... .CHARLIE�S DODGE U.S. HIGHWAY 1`�L F]'_ PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP 'EU . FAULA ALABAMA AMERICAN BUILDINGS COMPANYNPAY $�4[[ ZFOR 11/7/OS 11/7/os DESIGN APPD BY: JYH DRAwiNc. NUMBER' 11251103 E-16A REv.no. 0 11/of os 1D:1o:sa ver. u.t ER-5701 i-ER-5702 F----------- I I I I I I I I I I OPEN TO REMAIN OPEN _ \ \ m-1 TYP. FB-1 TP. OPEN eO FOR MASONRY WALL - (NOT BY A.B.C.) OPEN 4'0 FOR MASONRY WALL (NOT BY A.B.C.) 0-0201D EI-02021) EC-5702 1zu w/ 6Z16-17.6CK REDREQUIRED (TYPICAL U.N. TYPICAL U.N. GABLE ANGLE GA-1 & RSA -I TYPICAL PWLSE 3 (BLDG. 8) ENDWALL FRAMING AT FRAME LINE V m n n n ♦ q I LL N I u n I n N 6 W I a N I a f I a N 6 n 1 a N I a 1 a N 6 and I u N (2)GA-2 W/(3s)FPFv-2 s (3.5)FPEC-+ SHEETING PACKAGE MK# EW02S-D @ FRAME LINE V N0. ` - .._ .. ...: _.-REV1510N5 - MADE CK'0 OAIE ENGR OATS N0: ' .. - :. .: REVISIONS .' ' "_ .. WOE CK'0 DATE -' ENGR ` DATE .. ^ORAN1NG'SUBMIT.—, 57AT15 SCALE: _ NONE_ DATE CHA I DO RLES OGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EUFA lA ALABAMA. AMERICAN BUILDINGS COMPANY MR COP�U ON [.) MR POUOT ONLY [)FOR PRBIMNKARY DRAWN BY: TJ 11/2/Os CHECKED ar: JYN 1+/7/os DESIGN APPD BY:j JOi 11/7/05 DRAWING. 11257103 E- NUMBER' 17 REV.NO. 0 CAD BY: Ti +0 28 OS +6:16:10 Ver. 25.1 YE-1R c(3)lUTI W/(3)TFECt 6: (3)FSE-1 I (TO LAP) 1a wry N 12'0 V2 V2 12: 121'2 120 BZ16-1.10 1/2ZZ (2) REL UIR BZ(j REQUIRED TYPICAL U.N. .N. TYPICAL U.N. 14'0 15'0 Wo 1a toe toc 43'0 45'O OUT TO OUT OF GIRT UNE Z3 - BZ16-45.0KK Z4 - BZ16-16.3 7/421( PHASE 3 (BLDG. 5) 3�-C`-3 SIDEWALL FRAMING PLAN SWO1F-A @ GRID LINE G CL-T o � AA i i m v a s m i a p ri p ri s m d a I ss m e a d a p ri s m i a I ss m d i m i i p ri (1)MH2-12.3 (1)FDN2-123 (1)NH2-12.3 I y Y Y I LL I 6 y Y I LL y Y i 6 o m m m mt I m m m m m LL LL LL W '0 FOR MASONRY WALL NOT BY A.B.C.) (•5)CA-2 W/FPN-2 h FPEC-1 PHASE 3 (BLDG. 5) SHEETING 'PACKAGE MK# SW01 S—A @ GRID LINE G ... _ `. VISIONS.MADE RE CK'D DATE.. ENGR DATE ORA%1NG QUBNIITAI, STATUES - SCALE: NONE DRAWN BY: TirJ �`� tl z os / - - _ . . ...._ _: - CHARLIE'S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP _ UFAU AMERICAN BUILDINGS C [ ] FDw GGN61RUCf1OH [) FOR APPROVAL [.] MR PO1MR ONLY [ ] FDR PREUYWHCT CHECKED BY: JYH 11/7/05 DESIGN APPD BY: JYH 11/7/o5 DRAWING. NUMBER' 11251103 E-18 CAD BY:I Ti 10 2B/05 16,46,32 Ver. 25.1 6ti1Y 19.11 J - PA -IX PA -IX PA-1X r EH. W.P. 3/4ZZ I BZ16-13.11 3/4R 8Z16-121, 3/4ZZ reZ16-1211 - - - - - - - - - - - - - - - - - - - - OL-44 _-------------- �(TYP.J -------------------_ _ - SB-1% BZ16-16.GKK BZ16-17.GKK 8ZIS-16.OKK eZ12-16.DKN BZ12-17.0KK 8Z12-1S.OKK ,1 3 3 DHSGC4-12.0 O 3 3 O DHSOC4-12.0 O 3 3 O3 DHBO 12.0 O 3 ] 7 7 ] 7$ ] C1 7\ g yy d 7 ]\ 7 ]\ 7 C1 ri n n n] 7^ 7 7 7 Lt 7 { A C7 ] V a i 7 7 z, ] a a727 a a717 0 a a7 [1 7 7 3 (12' % 12'2 F.O.) (12' % 12'2 F.O.) ,2' X 12.2 F.O.) 3 I (2'0 LAP) 8Z16-1.10 1/2ZZ MI UIRED U.N. (2'0 LAP) aZ16-1.10 1/2ZZ (2) REONRM CAL U.N. Zt - 8Z16-1.11 1/4P7 • Z2 - 8Zt8-1.11 1/4P2 O3 - CL-3 O7 v CL-7 - - --- - - - PHASE 3 (SLOG. 5) SIDEWALL FRAMING PLAN SW02F—A @ GRID LINE C PA -IX Z2 Z2 Z2 Z2 zz r(4.5)yFPB-1X (3)FRW-1 PHASE 3 (BLDG. 5) PARAPET BACK SHEETING PACKAGE MK# SW02BS—A @ GRID LINE C n n n w n n n n n o m e m o m d e d m d m o m 0 LL t 6 Q R 6 LL 6 6 Q 6 Q 6 Q 4 4 LL (1)MH2-12.3 (1)MI12-12.3 (1)FGH2-12.3 0 0 0 0 0 0 p {0y N N N ry0 �0y p <y 1 Y 6 LL ~ 6 6 1 I N m N 4 W N N LL LL O O (.5)GA-2 W/FPFV-2 a FPEC-1J O PIVSE 3 (BLOC. 5) SHEETING PACKAGE MK# SW02S—A ® GRID LINE C _ NO. __._ _ _...—...-REVISIONS _- MADE cWo DATE ENGR "DATE' NO. _. .REVISIONS .. - MADE CK'D DATE- ENGR — - -DATE - - -O�� STATUS NIRA'. SCALE: NONE - DATE .. CHAR _ - - LIES DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP _ _ U AULA •_.__ _. .AIABAMA AMERICAN BUILDINGS COMPANY - _ [ ] MR CGNSRtUCRON [ ] MR'NRIAff O [.] MR PERNR ONLY [ ] fOR PRE11N01NiY DRAWN Bv: Ti 11/2/05 CHECKED BY: JYH 11/7/05 DESIGN APPD B1': JYH 11/7105 DRAWING. NUMBER' 11251103 E-18A REY.NO. D CAD By. TJ tt/o1 G5 t4:17:z6 ver. 25.i ' 2'0 ro 2'0 2'D 2'0 m 2'0 N 2'0 2.0 2•G 2'D 2.0 PORTAL FXAML SPLICE BOLT TAB A A L n!4 3 4 X 2 3%4 X 2 1.6 1/2 1 6 1/2 19.2 1/4 19'2 1/2 1 /2 X 1 1 /2 1/2 X 1 1/2 5 7/8 5 778 N/,AA N/ Lei PORTAL FRAME SPLICE SOLT TABLE LCLEAR AT SPLILL A 8 3/4 X 2 1'6 5/B 19'2 3/16 B B 3/4 X 2 116 19.2 3/8 D 4 1, X 1 1%2 /5/8 5 7/BB N%A ._1ro5o_ooy �hO, Emma DO Molm _i [!)T©tom©TOE Ulm BZ16-19.6KK REO(TY�ICAL U� (8(Z�76-30.10KK REQUIRED 1 ICAQ U.N. ZI - SZ16-9.11 3/4KZ D1 - OIBOC4-13.7 1/2API Z3 - SZ15-7.9 1/4ZK D3 - OHBOC4-10.0 -PC-0401 PC-0401J 8Z16-26.4KK BZ16-26.5KK (6) REQUIRED (8) REQUIRED ICW. U.N. TYPICAL U.N. 1 BD'0 OUT TO OUT OF GIRT LINE PHASE 3 (BLOC. 6) SIDEWALL FRAMING PLAN SW01 F—B @ GRID LINE 22 AGE 1R 1121=1 W/ (121 TFECI k (12)FSE-1 GE-iL o 0 0 o 0 P o 0 0 0- o m o 0 0 0 o a o 0 0 0 0 0 0 0 m m m m m m m m m m m vi m a m^ m vi m m vi m m m m m m m ai m m I I I m I m I m I . m I vi I m I m I m 1 of 1 m 1 m 1 m 1 m 77 vi m 1 m 1 m 1 vi 1 m 1 1 vi 1 1 1 1 1 1 1 m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 am1 1 1 1 1 1 1 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 1 6 6 d d d d d d d d d d d d m N m o m m O ,a.' d d d d d d FDH2-IOJ FOH2-10.3 a a a i I n 0 (8.5)GA-2 W/(17)FPFV-2 k (17)FPEC 1 (,5)GA-2 W/FPFV-2 & FPEC-1J PHASE 3 (BLDG. 6) --- SHEETING PACKAGE MK# SW01S-B @ GRID LINE 22 N0.. .__ .... ....--..REVISIONS - - .. _. .__ MADE CK'D GATE - ENGR -DATE NO. - . .. -' - REVISIONS — MADE CK'D --DATE'- ENGR GATE ...-OMWNC'.SUBNmAI srAnn SCALE: NONE DRAWN BY: TJ - DATE 11/z/Ds - _ - .' CHARLIE�S DODGE - U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP U - - -- - �E FAULA - AU+BA6fA AMER[CAN BUILDINGS COMPANY ' - [ 7 FGR cormRucnON [) F'OR MPROVAL [.J FOR PERYR ONLY [ )FOR PRELIMINARY CHECKED Br JYH 11/7/0s DESIGN APPD BY: JYH 11/7/m DRAWING. 11251103 E-19 NUMBER' REV.NO, D CAD W. TJ 1012810 16,46,35 Ve, 25.1 ro rD 2'0 2'0 2•0 c 2'0 N r0 2'0 2'0- 2 . 0 I r0 PORTAL FRAME SPLICE BOLT TABLE SPL 0 Y DIEF I m ILLLAKA I SPLILL q B 8 8 3/4 X 2 3/4 X 2 1-6 5/8 1'6 19'2 3/16 199/ 3'/8 4 1 ��5/8 5 IN p2 N/A D 172 X 172 i/88 PORTAL FRAME SPLICE BOLT TABLE PLIC S D P CL AR A LICE A 8 3/4 X 2 1'6 1/2 19'2 1/4 B 8 3/4 X 2 1'5 ld2 19'2 1/2 D 4 _ 172 % 1 1� 5 Y/8 N%A MENNEN311Fi'Y3kll:f— III � r2�Irirl�_ fill-I,II�I'e1 ' ..Iy r*zSl Illll-l1ll I - - — li lls; '`� '�cili7i�ll •� t�l�l! � 11 f� r, r� L o r al�ll_ �il�l�_ I I� �I •r `� SZ16-31.9KW (8) REQUIRED TYPICAL U.N. 28.9 8 7 I r Z1 - 8Z16-45 1/4ZK D3 - DH8OC4-10.0 D1 - DIBOC4-13.7 11WI D2 - D18DC4-13.7 1/28PI v K-.0401 PC-0401 _/ 4'8 16.0 TS 16,10 BZ16-33.6WK 8Z16-26.5KK 8Z16-5.5 1/4KZ BZ (8) REQUIRED (81 REQUIRED (5) REQUIRED (81 TYPICAL U.N. - TYPICAL U.N. TYPICAL U.N. TYI 30'6 24'5 21V4- 6 5 4 180'0 OUT TO OUT OF GIRT UNE PHASE 3 (BLDG. 6) SIDEWALL FRAMING PLAN SW02F-8 © GRID LINE 21 � PC-0301 BZ16-19.6KK eZ16-25.BKK (10) REQUIRED (10) REQUIRED TYPICAL U.N. TPICAL U.N. GE 1R (12)TGT1 W/(12)TFEC1 B (12)FSE-1 GE-1L {y 6 6 d d N N � � N ry N N N lV m W N fN'1 lNV O ' ry O {NY { Oy N O N O lNV O N O N O N O lN`I O N { q N O N (2)FOH2-8.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 b 0 m 0 0 0_ 0 6 0 m 0 0 0 0 0 D) I < I < I < I < 1 < d 1 < d 1 < d 1 < d 1 < d 1 ¢ d 1 < d 1 4 d 1 t d < 1 R 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 Q 1 Q 1 < 0 0 0 b Id .60 m 0 0 66 0 m 0 0 b 0 m m O d d d d I Q I < 1 Q 1 4 1 < 1 < 1 < 1 < 1 < 1 < 1 Q 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 4 1 < 1 ¢ 1 < 1 < 1 < 1 ¢ 1 4 14 14 r (1)FDH2-10.3 I I � LL I I V. C� (5)GA-2 W (9.5)FPFV-2 & (9.5)FPEC-1 PI - PA-5.8 1/2 GA-2 W/(2)FPFV-2 & (2) (2.5)GO-2 W/(4.5)fPFV-2 & (4.5)FPEC-1 P2 - PA-18.0 PHASE 3 (BLDG. 6) ----SHEETING PACKAGE MK# SW02S—B -@ GRID LINE 21 N0.' `,. _- - ... __- -REVISIONS ": - -' - MADE CK•D DATE ENGR . DATE N0. '..• : • - --'•. REVISIONS' .' MADE CK-0 _.:DATE ENGR DATE - ORAWMG SU041RAL STATUS SCALE: _ NONE DATE ..'. CHARL)E�S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP FAU _ ___ _ r EU lA" - ALABAMA AMERICAN BUILDINGS COMPANY Cc! ma [ ]FOR MPROVAL [.] MR PERMIT ONLY [ ] FOR FREUMOWRI' DRAWN BY: TJ 11/2/15 CHECKED BY: JTH 11/7/05 _ DESIGN MPD Br: III/7/os DRAWING. 11251103 E-20 NUMBER' REV.NO. 0 CAD BY: TJ 10/28 05 16:48:3B Ver. 25.7 or p � 'A I b r N 4 I � G m 9_`mi j I NFC C� ZB r oIZ I ££ CpC >n G 0 O ppp � mm F FB� g II DZw O Irl m C Ozi O p -1 A N a C F I i � m N O 9 0 � SAY Z1 In ��a r r � Z rn u O z 10 rp c Q�Qt A prilr A N r x G A 21'1 4.0 O O O O O O O N p x 'w N I I I I I I I I u u � I I 1 I I i I I a � 9 I vl AI � CAI r I v�I �I I I I I LL I y I I I I � v rll "1 I b I a t�i � I I I s c m w of m m Od O 01 4'N 4 m ♦r ti rr Y r V G V V J J I I I I I x x x s LL PA-17.1 1/2 PA-17.1 1/2 PA-17.1: 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17A 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 SPA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 PI )FJ18-8.4 PA-8.10 PA-17.1 1/2 ru PA-17.1 1/2 U PA-17.1 1/2 PA-17.1 1/2 PA-17.1 1/2 0 9 1�01 {a a w A A 2 �j o z N N N u r(1.5)TGT1 W/(15)IFECt @ (15)FSE-1 GE-IL� 1.0 19•0 1 0 U Y 20.0 OUT TO OUT OF BLDG. UNE PHASE 3 (BU 8) SIDEWALL FRAMING PLAN SW01F-D @ GRID LINE 22 Z1 _-BZ15-3.11. 3/4ZZ Q - CL-3 O - CL-0 PHASE 3 (BLDG. 8) SIDEWALL PARTITION FRAMING PLAN SW02F-D @ GRID LINE 21D PHASE 3 (BLDG, 8) SIDEWALL FLASHING LAYOUT PLAN SW01F-D @ GRID- LINE 22 r(2)FL17-102 CI R\j n A I 6 n h Y\l Y\j 0 1 a m I a 0 I a m I a I a m I i (1)FOH2-10.3 a 15- (.5)GA-2. W/FPN-2 d� FPEC� ` I•51GA-2 W/WW-2 @ FPEC-1 PHASE 3 (BLDG. 8) SIDEWALL PARTITION SHEETING PACKAGE MK# SW02S-D @ GRID LINE 21 D DRAM. wwullx - SCALE. NONE STATUS [ ]FOR CONSTRUCTION DRAWN BY: TJ [ 3 FOR APPROVAL CHECKED BY: JYM [.] FOR PERW ONLY [ )FOR PREUUO DESIGN APPD BY: JYH CHARLIE'S DODGE U.S. HIGHWAY 1 Fi. PIERCE. FL ANDERSON-MOORE CONSTRUCTION CORP 11251103 E-22 I_ 0 9GE-1R r(1.5)TGT1 W/(1.5)TFEC1 k (1.5)FSE-1 8218-22.101<1( {e REQUIRED [CAL U.N. Vo 1B'O 1'D y U 20'0 OUT TO OUT OF BLDG. UNE PHASE 3 (BLOC. 8) SIDEWALL FRAMING PLAN SW02F-D ® GRID LINE 21 0 0 0 0 0 0 0 m m m o m m m i i I S I i S 6 C 6 L LL LL 6 GA-2 W/(2)FPFV-2 @ (2)FPEC-1 PHASE 3 (IKDG. 8) SHEETING PACKAGE MK# SW02S-D @ GRID LINE 21 WNG SUBUm . SCALE: NONE DATE STATUS I CHARLIE'S DODGE MR COI S RUCOON GRON By:j Td 11/2/G5 1U.S. HIGHWAY 1 FOR ;6ZR T AONLY L CHECKED BY: ,ryH 11 NR PFAYI/7/05 lFr. PIERCE, FL MR PRELUOMW IDESIGN MPO BY:IM 111/7/05 1ANDERSON—MOORE CONSTRUCTION CORP 11251103 E-23 I o PURUNS mw� c ro eE • 2 x 6 SAFETY NOTES: _ SUPAE r.,uelc xwao ro moxE apGix ME ROOF. waxSTs siw40 AFAR 2" COMPANY STRONGLY RECOMMENDS THAT SAFE WORMING CONDITIONS AN' ACCIDENT - SO ARE W000 BLOCKING caw /APROAD xAeO wrz �_ PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE N PRACTICES PREVENTION LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP I INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TO EPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY RIGID FRAME 2' NOTCX 2' NOTCH PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES RIGID FRAME FOR ROOF WORK, PROPER EQUIPMENT FOR HANDUNG MATERIAL AND SAFETY NETS WHERE POSSIBLE PURUN SPACING ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. --• -' -. PURUN SPACING + 2' ALL HER APPROPRIATE CAUTTONS. OSHA SAFETY REQUIREMENTS, OR ANY TTO � REOUIR�EMDWSRE USTOMARY OR STATUTORY. MUST BE ADHERED TO. INSURE WORKER 41T MIL W NM 6 NL WILS SAFETY. 6FA1G YRID BY MY TYFE �� laEp xurn Av0 RAT $RWCM PURUNS ME A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT IF OIL OR OTTER SUPPERS SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEN OFF nua m ucioc lnroz OF PLANE AND DEFLECT HORIZONTALLY. THIS MUSE BE CORRECTED BY FORCING THE TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD IMMEDIATELY TO PREVENT SLIPPING OR FAKING. ' OD TO INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED ACCOMPLISH THIS. - THE BUILDING TO DETERMINE THE PURUN SITE AND SPACINGS. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS 15 TO HAVE THE THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURUNS. ALLOWING THE PURUN STEP OR WALK THE SURFACE OF ANY SPORTED. NOT UNDER ANYCIRCUMSTANCESNECESSARY PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, R IS RECOMMENDED THAT A TRANSIT ADDITIONAL TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY VE W PROPERLY S B FOOT TRAFFIC IS NECESSARY' OVER SKTIGM, USE WALK BOARDS THAT ME PROPERLY SUPPORTED IF BY THE BUILDING PURUNS. BE USED WHEN ERECTING THE STRUCTURAL STEEL ATTACHING TO THE PURUNS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROU.ED PURUNS LEADING TO POTENTIAL PURUN FAILURE UNDER MAXIMUM DESIGN LOADS. PURUN BLOCKING GE02 SAFETY COMMITMENT GE70 BUILDING ALIGNMENT GE01-- AA SYFIY RIEWIMM: SN£Tf PPRCWM1t F,AVE STIR Auwcw ITIAANLS cEWvulr RECOIOIExPS - -: GOI PEWTER 9p111➢ BE N.NID) . m usE TxE su¢r eRo uosr PURLIN BRACE lwT uE. xaaLa wun s L mE vlffs vamuemi O¢mlax 1FnRaau¢ CAB_ Mm uETmusrR raium, Ere vRotmwx Axo xuw xATs TYPICAL WASHER - STRUCTURAL FASTENERS) - WEB OF COLUMN WEB OF COLUMN ADDITIONAL PURUN .'(8) PER PURUN BRACE .. OR RAFTER NLM OR RAFTER S12%1 1/4 THEX YPICAL _ 2 X 6(B OOTTHERS/ KING wEET mEwnnx: 5/ -I oo.xm mw, m m aae ox weu mrs m EA1T MWni Tu,.r Tp Ap6a R00 BRACE - o . iE ixa WITLMMN wr RESLLT N A s9uous uuuFf. EVE BOLT — — — — — — — — GIRT SPACING BEVEL WASHER BWP_ CABLE BRACING RIGID FRAME COLUMN TYPICAL RAFTER TYPICALCONSTRUCTION OF THE W000 BLOCKING IS SHOWN ABOVE. A X 6 MINIMUM BOARD FRAME BRACE STR SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGSTO DETERMINE E WOOD BLOOMING NG GIRT (BY OTHERS) GIRT SIZE AND SPACINGS. SECONDARY BOLT S 1/2 1 I/4.T. CABLE GRIP W HE I WASHERS WITH T2) BASE ANGLE CABLE E HEAD (OANDUONE UNDER BOLT 1 REQUIRED PER BOLT AT FRAME BRACE CONNECTIONS ' COLUMN FLANGES OMITTED INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING FOR CLARITY. ' THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE SAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING GIRT BLOCKING GE03_ CABLE/ROD BRACE DETAIL BR01 SECTION THROUGH RAFTER AT PURLIN BRACE BR07 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF DINTS.. THIS BLOCKING CAN. BE - - AA LEFT AA MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY. AA, ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. =S,iLTY FRECAUfA'�N: YM£ CEm%x lxAi TIE WR m% xJj SNdM BE 1PNN0 M UMW L T , umT PURUN BRACE 6 pMUIDE IM U4D NP WN flll4 v EMCAiS OSLTOI. nvnvvER TaOR PURUN BRACE TAT FRAME LINES wmucmE FAErnon TECIMgvfS CPB_ usx¢ WSM.Ts m E]WDYFE MNRY. AND AT EACH PURUN BRACE LINE - OR AT 1/3 MIMS IF THERE ARE ADDITIONAL PURUN STRUCTURAL FASTENERS) ((B) PER PURUN BRACE NO PURUN BRACE LINES) 9 1 2' CPB- - - - p12X1 1/4 STRUCTURAL FASTENER(STIT A12X1 1/44 mr PURUN (2)PER BRACE ANGLE ISTRUCTURAL FASTENER(S77 STRUCTURAL FASTENERS PP Ate_ oVIEW Al2X1 1/4 J12X1 1/l (8) PER PU(k�UN BRACE (8)PER PURRUN BRACE PURUN BRACE (AT FRAME LINES AND AT EACH PURUN BRACE LINE OR AT POINTS IF THERE ARE CABLE BRACING RAFTER NO PURUN SPACE LINES) RAFTER 9 1 2' CAB_ . FRAME BRACE PURUN SECONDARY SOLT(5) SSACA2-LENGTH WITH X((2) ASSHERSlTS HT4 (ONE UNDER THE BOLT HEAD MID ONE UNDER THE NUT) REQUIRED PER BOLT AT FRAME. BRACE CONNECTIONS. SECTION THROUGH RAFTER AT PURLIN BRACE BROB SECTION AT PURLIN BRACE 1 BR09 SECTIOVIEW N PURLIN BRACING WITH STANDING SEAM ROOFS BR09W RIGHT AA STANDING SEAM ROOFS AA STANDING SEMI ROOF AA . .. .. _ _ .. - -, . , - srATUs SCALE: NONE --:DATE _ ...... __ _..._ .� .. CHARLIE'S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP EU lA•• FAU AMERICAN BUILDINGS COMPANY - - _ [ ]FOR CONSTIKKTgN I ] m � � [.] PAR PERMIT ONLY [] roRt PRELo RURr DRAWN ITS: STAN 11/01/05 CHECKED BY: DESIGN APPD BY..I REV.NO. DRAWING,' 11251103 SED-001 NUMBER 0 VD ttt: STAN 11 0.T 05 07:52.29 Var. 25.1 * PURUN BRACE LAYOUT AS SHOWN ON BUILDINGS ROOF FRAMING PLAN i��►leri i►l�l��l�li ®rl�li��l�i i►7�ltl��i RREVNtlIk e°mans R�auIP ec 1P.V^iD w T¢ w✓WA FRLIATI fan AIA .q6 vuvi iu A cieT RIDGE BRACE CHANNEL (TYPICAL THIS LOCATION) BRACE MOLE (1YP.) SA2-LEN SEE BR91 AA -U-- .UIM ]IUL] DESIGN AS NOTED ON (TYPICAL THIS LOCATION TNECTION DRAWINGS FIELD ATTACH CPB-1 477 STRUCTURAL FASTENERS PURUN (TYR) - - T2X1 1/4 FAVE SIRUP BRACE CHANNEL _UMN 6C16-LENGTH - - TYPICAL BAY SEE BR96W/PA *SPACING AS REQUIRED BY DESIGN. BRACE ANGLE SA2-LENGTH (TYPICAL UNLESS NOTED) STRUT FRAME BRACE BR17 BRACING DETAIL —ROOF SLOPE LESS THAN OR EQUAL TO 1:12 BR51 ( PURLIN BRACING KEY PLAN BR9O FOR BYPASS PURUNS / GIRTS AA 8' h 9 1/2- ZEE PURUNS w/STANDING SEAM ROOF - HIGH 510E SIMILAR AA 8' h 9 1/2- ZEE PURUNS w/STANDING SEAM ROOF AA M z RIDGE BRACE (TYPICAL THIS I F *BRACE C'. 9.5C14- (TMCFL THE L *NDIE: SPACING AS REQUIRED BY DESIGN. NOTED) TYPICAL ROOF PLAN. W BRACING LAYOUT BR06 PURLIN BRACING KEY PLAN BR90A AA 12- ZEE PURUNS w/STANDING SEAN ROOF I AA NOTE. INSTALL BRACE CHANNEL AS CLOSE AS POSSIBLE TO BRACE ANGLE. ALTERNATING END BRACE -L n TE A� j1 SEE C[R) CPB-1 FIELD ATTACH STRUCTURAL FASTENERS) p 1. P 2' �¢' FIELD ATTACH (2) /12X1 1/4 SOHN STELOCK BRACE ANGLE PURUN SPACING LESS THAN 4'-0' STRUCTURAL FASTENER(5) NOTE: INSERT BRACE ANGLE TAB INTO POSITION BY AND AT EXISTING STRUCTURES: (2) /12X1 1/4 SDHH INSTALL BRACE CHANNEL AS CLOSE INTO DIAMOND SLOT BENDING TAB 90'. BEND TAB 90' AND ATTACH WITH AS POSSIBLE TO BRACE ANGLE ROTATE BRACE ANGLE 90' FLAT AGAINST PURUN WEB S11)�STf /CNRAL FASTENER BRACE ANGLE INSTALLATION P 92 BR91 BRACE CHANNEL INSTALLATION BR STANDING SEAM ROOF - --- - AA AA IROOF LINE SEE BR51 I ROOF UNE SEE BR I BRACE ANGLE T� PUGTH RUN$ I \ PURUNS (TYP.) `I...) SEE SRR96M4 \\` BRACE ANGLE7 STRUT SA2-LENGTH I EAVE STRUT ADD BRACE CHANNEL IN UEU OF $A2 AT LOCATIONS IN LINE IATE ANTI -ROLL CUPS. ALIII REAR TOTO�TA�P�PROPjR�I�ATE DETAIL BELOW. TO LINE GIRT LINE j�� 5:: ONE ANTI -ROLL IP TWO AND -ROLL CUP ,WIIX °BIEM E BECOYE AF IH A FIDM' NiliFa To m. " m[ xOOF. WVwfS smma avu FrRnana x.Wo ws. O LINE �BASE LINE THREE ANTI —ROLL CUP BRACE CHANNEL INSTALLATION BR92A I PURUN BRACING CROSS SECTION —ROOF SLOPES LESS THAN OR EQUAL TO 1:12 BR93 PURUN BRACING CROSS SECTION —ROOF SLOPES LESS THAN OR EQUAL TO 112 BR93A 12' ZEE PURUN AA 8- OR 9 1/2' ZEE PURUN /STANDNG SEM ROOF - RIDGE BUILDING SHOWN, SwQE SLOPE SNIL/H AA 12- ZEE PURUN w/STANDING SFAY ROOF - RDGE EUILDING SHOWN, SINGLE SLDPE SIMILAR AA NO... _. __. _REMSiONS- - 1ENGRI_DATE 1_ - ..- SCE NO DA ___. _ CHARLIE'S DODGENSTRUCTION U.S. HIGHWAY 1 PIERCE, FLAMERICAN ANDERSON—MOORE CONSTRUCTION CORP EUFAULA BUILDINGS COMPANY _ PROVALFT. AnR ONLY C]R DRAwN ar: srAN t1/ox/os J�� DEslcn ePPo ar: DRAWING.STAR NUMBER' 11251103 SED-002 D 11D7 os o7:sz-35 vLr. zs.1 EWE CHANNELSPACING RIDGE BRACE CHANNEL _ 6CI6-LENCM STRUCTURAL FASTENER(5) SEE BR96W/M STRUCTURAL FASTENER(S) PURUN BRACE CHANNEL LENGTH Y2) $12X1 1/4 SDHH (2) {12%1 1/4 SDNH PURUJ— — — 6CI6-LENGTH (LENGTH - PURUN SPACING - 3 4- ' - /8' MIN. EDGE OIST.— — 5/88�MIN.EDGE GIST. 7 / SPACING • I I I IRIDGE GRACE CHANNEL SPACING' — — — — — — — — 4; RIDGE-\ �� I LCPB-1 ___ CPB-1 J T --RIDGE-BRACE CHANNEL LENGTH IL MELD ATTACH FIELD ATTACH 1/16- 1 16' PURUN I PMRLIN SPACING CHANNEL IENCIH MARK NUMBER MIN. CUTBACK MIN. CUTBACK 1'-11 3 4 TO 2-4 ] 8' 2-2 6C1fi-2.2 $$TRUCTURAL /4 SD ER(5) STRUCTURAL FA /4 SO((5 �- _ (2) P12%1 1/4 SDHH (2) �12X1 1/4 SOH 2'-5• TO 2'-11 3 B• 2-5 5 8- BCIfi-2.5 5 8 2'-11 1/2- TO J'-O• 2'-i1 ] 8• 6CI6-2.11 ] 8 SPACING RIDGE SPACING No E: CHANNEL FIELD ABOVE ARE FOR RETROFIT AT EXISTING BUILDINGS. VERIFY ANDD FIELD MEASURE N.L SPACINGS. DETAIL AT RIDGE PURLIN BR94 BRACE CHANNEL MARK NUMBERS BR96W 8- OR 9 1/2• PURUN BRACING AA 0- OR 9 1/2- PURUNS IAA su[(Y Ppccwna 1 N mE CIFM W IMYi em Yfl em+o urnTn Irc.wr TW{ uOwc 1 1/4' 1 1/4' oEwfE eE suFE ro � IVNos ^.A. I um rm HEAP oP uvmlG mMt. ENDWALL RAFTER 0 PRIMARY BOLT(S) (4) 1/2 % 1 1/4 A325• CORNER COLUMN -LENGTH WILL VARY BASED UPON CONNECTION THICKNESS YFE1Y PIStlIIIIQt sTa wrLL w 1NE GF.N w kids 0[01c uam er eKr TYI£ urlouc PENCE. ff sum m Km= xuus Axo PFA nnB 6 u00Nc tans. �7 COLUMN NOT SHOWN FOR CLARITY. TL OF COLUMN VIEW -A-A' ENOWALL RAFTER SPUCE 3/4.0 L ENDWALL RAFTER 'A• PRIMARY SOLT(S) 3/4.0 B DESIGN CORNEA COLUMN -LENGTH WILL VARY BASED UPON CONNECTION MICK(NESS VIEW A -A' ENDWALL RAFTER SPLICE III IN�ST�ALL. BRACE CHANNEL AS CLOSE AS POSSIBLE TO BRACE ANGLE 1. APPLICABLE TO ROOFS WITH STANDING SEAM H. STANDING SEAM 360. LOC-SEAM. BRACE ANGLE LOC-SEAM 360 AND SEAM -LOG PANELS. SPACING SA2-LENGTH SPACING SEE BRSIM 2. PURUNS ARE TO BE INSTALLED WITH PURUN WEBS 9G TO RAFTERS. 3. PURUN BRACING IS NOT TO DISTORT OR ALTER PURUNS FROM THEIR INTENDED y^ SHAPE AND LOCATION. —lam\ N 4. SPACING AS REQUIRED BY DESIGN. FOR FMREQUIREMENTS BRACING NOT TO EXCEED 80. O.C. BRACE CHANNEL 9.SC14-LENGTH SEE BR96YM MELD ATTACH CPB-1 s) STRUCTURALaFASTEN /4IVI ... "BRACING DETAIL — ROOF SLOPES LESS THAN OR EQUAL TO 1:12 BR97A PURLIN BRACING NOTES - - BROA -12• ZEE'PURLIN w/STANDING SEAM ROOF - HIGH 610E SIMILARI /1A '" ""' AA -LENGTH WILL VARY BASED UPON CONNECTION THICKNESS 3/4'0 ER 3/4.0 NEW .A -A ENDWALL RAFTER SPLICE R sum vPsw FKJI WppF11 9pllm BE RM1m TO U, THE SV6T . _ MNgKINE FR0.TOU 1FCNIgIIES. PRIMARY --- 1-1 OTY. BY DESIGN i 1+ r RAFTER CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF12X I CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAMEI EF12Z I ENDWALL RAFTER RIDGE DETAIL EF23 COLUMN TO RAFTER CONNECTION I AA I COLUMN TO RAFTER CONNECTION - 3/4.0 BOLTS AA BLOCKED COLUMN W/STIFFENERS TO RAFTERCONNECTION- 3/4.0 BOLTS I AA RAFTER W/RIDGE SPLICE PLATE .. AA A 4 3/16 3/B. I F:+::L�j 2 3/4' PRIMARY BOLT(ST FRAME BRACE TIGHTEN NUT AGAINSSiT A325 WASHER LOCATED UNTHREADED PORTION ON SLOTTED 610E PURUN _I OF BOLT. THI6 CONNECTION PRIMARY BOLT(S2 3/4' IS DESIGNED TO MOVE (4)1/2X1 1/2- A32� SECONDARY BOLT(5) I 3/4X2 A325 (2)1/2XI 1/4 M25 I J ENDWALL RAFTER A • STIFFENER 2I3 3- ENDWALL COLUMN ENDWALL GIRT I I ENDWALL INTERIOR CU COLUMN CUP ENDWALL INTERIOR COLUMN I S CTI�N N-A BUILT-UP/HOT ROLLED COLUMN SHOWN COLD -FORM COLUMN SIMILA3( wvm Rmm' i jtAFTEfi L NG - -. �mlans sNoud I6 TPAwmew ENDWALL INTERIOR COLUMN CONNECTION DETAIL AT HOT -.ROLL EF26W ENDWALL COLUMN—' WITH (1) WASHERS cuP CONNECTION TO COLUMN INTERIOR COLUMN CONNECTION RIGID FRAME ENDWALL EF28 AA COWMN TO RAFTER CONNECTION I AA I . STATUS SCALE NONE '"DATEEU CHARLIE�S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP LA .. .. _.: .: _ALABAMA AMERICAN BUILDINGS COMPANY - - - - � O FOR WNSIRIICIION () FOR APPROWL I FOR PERMIT ON. E) FOR PRE3DII DRAWN BY. Slid 11/02/05 cHECKEo eY: DESIGN APM BY: DRAWING. 11251103 SED-003 NUMBER' REv.No. 0 - CAD BY: STAN 11 D3 OS 07:52:10 Ver. 25.1 SVC,T PPEULIIOR slo Iml w lxE k 6 uvzs `XMW.E 8I M DP uflwf. OEN2` OE ENE ro m NNI05 wN iFET AFAR q' YWwO LQ46. RIGID FRAME COLUMN PRIMARY BOLTS (IYP.) (SEE CROSS SECTION FOR SIZE AND GUMMY) RIGID FRAME RAFTER RIGID FRAME COLUMN f...•IE RAFTER JOLTS DYP.) 95 SECTION FOR QUANTITY) PRIMARY BOLTS (TYP.) (SEE CROSS SECTION FOR SIZE AND OUAITRY) RIGID FRAME PREWRM STAv 1qL IN 1XE CFAG 6' LOI➢S A.FMEY Avo REr EIEAn a uawc uaov RIGID FRAME COLUMN tDIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF.1.1. -I VERTICAL HAUNCH' CONNECTION AT BLDG. EAVE MF72 DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 RIGID FRAME , AA RIGID FRAME AA RIGID FRAME AA 0 (SEE CROSS SECTION FOR 512E AND QUANTITY) INTERMEDIATE RAFTER CONNECTION DETAIL.. -_. MF21 : RIGID FRAME RAFTER AA BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING AST1A AT25 OR A490 BOLTS', JUNE 23. 2000. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC ERECTION DRAWINGS, AL. A2I25 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG -TIGHT JOINTS (ST). FOR INSTALLARON IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE SNUG -TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WREL4CH SO THAT THE CONNECTED PLIES ME SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED, TO ACHIEVE THE SNUG -TIGHT CONDITON. CONNECTIONS WITH A325 BOLTS WHICH ME DEFINED AS PREMNSIONED (PT) OR SUP -CRITICAL (SC) JOINTS WILL BE NOTED AS SUCH ON THE ABC DRAWINGS OR BY THE ENGINEER OF RECORD. ALL CONNECTIONS WITH A490 BOLTS ME EITHER PREIENSIONED (PT) OR SUP -CRITICAL (SC) JOINTS. PRETENSIONEO JOINTS. ME TYPICALLY REQUIRED WHEN THE JOINT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL. THE JOINT'IS SUBJECT TO FATIGUE LOAD WITH NO LOAD REVERSAL, ME BOLTS ME SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A CRANE OF OVER 5-TON CAPACITY. OR THE CONNECTION IS PARE OF ME SEISMIC LOAD RESISTING SYSTEM AND THE BUILDING IS CLASSIFIED AS SEISMIC DESIGN CATEGORY D. E, OR F. NOTE THAT LOADINGS FROM WINO OR SNOW ME NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ME REQUIRED WHEN SUP IS DETERMINED TO ,BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION MELHODS PERMITTED FOR PRETENSIONED AND SLIP -CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING, CALIBRATED WRENCH PRETFNSIONING. TWIST -OFF -TYPE TENSION CONTROL BOLT ASSEMBUES, AND DIRECT-TENSION-INDICATOR-PRETENSIONING: PRETENSION VALUES EOUAL TO OR GREATER THAN WE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. FOR INSTALLATION BY TURN -OF -NUT PRETENSIONING. ALL BOLTS SHALL FIRST BE TIGHTENED IN ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE. THE NUT OR HEAD AS APPLICABLE SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING SYSTEMATICALY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. RIGID FRAME RAFTER RIGID FRAME RAFTER W W A325 NUT HEAD L- PRIMARY BOLTS MP.) xm n�ppaomalEtnax EanvuEM (SEE CROSS SECTION FOR swlnn orals uLEr asla sANowos SIZE AND QUANTITY) RIDGE RAFTER CONNECTION DETAIL I MF22 RIGID FRAME RAFTER I AA ASTM A325 BOLT PRETENSION SCHEDULE BOLT DIA JD SPECIFIED MINIMUM BOLT PRETENSION NUT OR HEAD ROTATION FROM SNUG -TIGHT CONDITION Lp54JD 4B5<LDSSdb 1/2.0 12 KIPS 1/3 TURN 1/2 TURN 3/4.0 28 KIPS 7/8.0 39 KIPS 1'0 51 KIPS INSPECTION: INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS CONSISTS OF VERIFICATION THAT THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY. IT SHAD_ BE VISUALLY ENSURED THAT THE PLIES ME SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED, RAVE BEEN USED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, WE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ME MATCH -MARKED AFTER INITIAL FIT -UP LSNUG-TIGHT CONDITION), VISUAL INSPECTION 15 PERMITTED. THE SIDE OF NUTS AND OLTS-THAT_ HAVE- BEEN-IMPACTED_SUFFICIENTLY TO INDUCE THE MINIMUM PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT DIAMETER DIMENSION W OETY m[cWlok R vans sxwlD mrnm w a pppq BaClgl f 0.1'YK t E In NL ABS � (BOBI 90E5) R TYPICAL CONNECTION AT CAPS 0.Yt T • x_-��]'IVN. 1. ] IV AM AT GTa > 1/E'. 2. R/CE M.W-TN4AE0 SiNb 13 b BOLT PAIRS AS BE➢NRfD w Ell JIE TARE W W1P ANON AREA f IER T VN I/B• AND TIG xElD. M ]. TACK WHD NON-TA'EIED SNwS 1' NN. E t T BOTH AGES fiErvTIII 2' t T n w xon-iIPF.® gnus to u[ET NEO 'f WOF1Y SECNON 'A' -'A' Ett E A 909Yxa WIf WD 51EII. (s[CINN ilY4VIG11 GW) S WOfE SxYOnNO CETMS 91nWN. RI TYPICAL HAUNCH SHIMMING DETAILS MF19 RIGID FRAME ASTM A325 BOLT IDENTIFICATION MF01 - STANDARD PURLIN LAP _ R—R) AA BY-PASS CONDITION AA p $ Inn11E0 m usE IxE sArESR wlo uosr pINOUCIhE FRECIIM IEOwIOJ6 1/4 TA1525 BOLT INSTALLATION & INSPECTION NOTES MF91 PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R 1/2.0, 3/4.0, 7/8.0 & 1.0 STRUCTURAL BOLTS (0. 25) AA BY-PASS, INSET & FLU91 CONDITION AA .". _-._ WING- SCALE: "' _ NONE -..-.DATE ._ _ ._:EUFAULA sTATus CHARLIE�S DODGE - ( ] FOR CONSTRICTOR DRAWN BY: STAR 11/02/05 U.S. HIGHWAY 1 ( ]FOR APPROVAL CHECKED BY: FT. PIERCE, FL - [41 FOR PERMIT My AMERICAN BUILE ( ]TOR P�TmBU DESIGN MPO EY: ANDERSON—MOORE CONSTRUCTION CORP oI1AWIN0. 11251103 0 PURLIN a1UI �%a nizs(5J NG AND —POLL CUP CL-12 8' PURUNS C41S INS "L12' PURUN RAFTER sY£Ir PNEVLiMM AWAn x'FAR 09410➢NiJrFD flE RMRCpQ-1 MIEN Opf]UmM d015 oR EtECIMc s[lQ:v cuxs. EAVE SECONDARY BOLT(5 1/2X1 1/4 A325 1YPJ (2) REQUIRED PER FAVE STRUT ENO CONNECTION EAVE STRUT BRACKET (SHOP WELDED) COLUMN (TYPE MAY VARY) EAVE STRUT CONNECTION (BY PASS 'I LOW SIOE SHOWN / HIGH S1DE SIMILAR ypmp. per: (: OF RAFTER mg 9XIIM EE 1PNNE0 W I mE mmn EffLINN FmcmMRs 4' TOR NL JWS PURUN-I r' I / BOLT(S) 1/4 A]25 URUN WEB REINFORCEMENT UP L-15 PLATE MUST BEM ON io RAFTER 'TOP' MARK TO TOP `2) GNW,'2111 1/4LTC15 EAVE REINFORCING EAVE SIRRU ESPR EAVE STRUT BRACKET J (SHOP WELDED) COLUMN (TYPE MAY VARY) �N W��: wpME1S sxaln ANAYs wEAv FAYE QRES RAF]! XWNME META SU16K6 MIX 91V8 EIX:6 SECONDARY/2X1 4 A325((V.) (2) REQUIRED PER EAVE STRUT ENO CONNECTION SECONDARY BOLT(5 1 /2E1 1/2 A325 U.) REQUIRED PER STRUT END CONNECTION eo� FAQ STRUT (SH P BRACKET RIGID FRAME CORNER_ LOLL woRcis smMn Avon wEN+ Eux�6r:Ts�Mwix�iw�m E Eµ SECONDARY SOLT(5 1/2X1 1/4 A325 TYP.) (41 REQUIRED PER iA�E STRUT END CONNECTION PURUN PURLIN WEB REINFORCEMENT CUP CL-15 ANTI -ROLL CUP CL-12 = B' PURUNS 'TOP' MARK CL-13= 9 1/2- PURUNS �-PURLIN W® REINFORCEMENT CLIP 1/2.0 XU 11 1//44• BOLTS115 \ CL-14 a 12' PURUNS CL-15 (SEE NOTE FOR LOCATIONS) \ � PLATE MUST BEM ON RAFTER 'TOP' NARK TO TOP 1/2.X STRUCTURAL1 OLTS SECONDARY EOLT(S) 1/4- A325 (2) 1/2%11/4 A325 ----- PLATE MUST BEAR ON RAFTER 'TOP' MARK TO TOP • (2) STRUCTURAL BOLTS 1/2'0 X 1 1/4' A325 WRY BOLT(S) NOTE: WHEN ATTACHING CL-15 USE TWO RAFTER yppry pffCWIOp: BOLTS. USE THE BOTTOM HOLE 9pET1• p�yp�: M41 rroM�R vMlAn BE 1P.NNDI ON ALL MEMBERS. USE THE MIDDLE vcx wnAwn s�win eE mown i0 ME T1E SNESf IlM YOST mwurnn E.ffl.'x@1 Mmm HOLE ON 8' MEMBERS. THE TOP HOLE IS 1p ME NE SY6f A'0 Y05I pp000ClhE Ewcnox AEauaw¢ FOR USE ON 9 1/2- h 12- MEMBERS. PURUN ANGLE (2) #112R STRUCTURAL B FASTENERS (TS LNG)I/8XJ (MEW DRILL HOLES AT EACH 3/ 4 maa. ANGLE LOCATION) 2) #12 STRUCTURAL FASTENERS (2) 112 STRUCTURAL FASTENERS ANGLEOR (L2X2%I (2) 1/4' BOLTS GRILL HOLES AT EACH . CIAMP OR DRILL 1/4' BOLTS (FlEL DRILL HOLES AT EACH IYP. YB ANGLE LOCATON) ANGLE LOURON) 4LONG)(nMUD ANCLE/8- 3/8- ROD HANGER LONC) ROD HARDER(11X2X1/8%6 ANG E (L3%JX]/1fi% LENGTH) SPRINKLER PIPEMAY BE OMITTED 0 U HANGER 10A05 50 LEIS. NOTE: PURLIN UP MUST NOTSPRINKLER NAY BE OMITTED WRH ]/8' ROD HANGER NOTE: LESS• R BE DISTORTED. PIPE HANGER LOADS 50 LEIS.OR OR LESS. PURLIN UP MUST NOT PIPE - BE- DISTORTED— - - --___ __ --- -- _ -- SECTION 'B-8" SECTION 'A -A' SECTION 'A -A' -- - - ---- - SPRINKLER PIPE HANGER DETAIL AT PURLINS SH01 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SH02 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SH03 AA AA -.� - - " - ' = SCALE: NONE - DATE" SURrs [ 7 FOR CONSTRUCTION DRAWN En: SWAN 11/oz/a5 APPROVAL cHECKEO ay: - [•] FOR PERMIT ONLY [ 1 FOR FitFLYMORf DESIGN aPPo lay: UD BY: STAN 11 OJ 05 07:52:43 V0E- 25.1 .. CHARLIE'S DODGE U.S. HIGHWAY 1 FT. PIERCE. FL ANDERSON—MOORE CONSTRUCTION CORP £UMAV�IUKUIRA lA - - - .. .ALABAMA - AMER BUILDINGS COMPANY REV.NO, N MBIERI 11251103 SED-005 D • -MAILIM.Ki _ __ - - . _. _ :.. - - NWGBK M. RPE I E PIPE f PIPE PIPE 1 1B/AY BAY I 1B/AY 19/AT SPICING I .A. -B• 'B 1/2 BAY BAY SPACING I SUPPoRT ANGIFS U.N.) AY AT BAY SPACING E AT L PURUN E PURUN L PUR1N f PUR1N f MR1N f PURUN f PURMN f NMUN 'L RPE f FVRUN EQUNALM COLIATETYL LOAD TOR PIPE MPPORTS 20' SAYS 2Sl BAYS ]D BAYS MINT I AT HANGER STD. WT. DRY W. WEE WT. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE //FT. - g/FT. +250� +250e +250/ +250/ SIZE 6' 18.97 31.5 8 11 6 8 5 6 315 565 5' 14.62 23.3 6 9 4 7 3 5 233 483 4' 1079 16.3 4 7 3 6 2 5 163 413 3 112- 9.11 13.4 4 7 2 5 2 4 134 108 384 358 3 7.58 10.8 3. 6 6 2 1 5 5 2 1 4 4 79 329 2 1(2- 5.79 7.9 2 5 1 4 1 3 51 301 2 1 1/2- 3.65 272 5.1 3.6 1 1 5 1 4 1 3 36 286 i 1�4- 2.27 2.9 1 5 1 4 1 3 29 279 1 1.68 2.1 1 5 1 4 1 3 21 271 NOTES 1. PRE NAN0ER5 A=MED AT 10' SPACINGS LOCATED PER T PMAL RPE IAVXT AS SHOWN W DETAIL SH04/Mt L FOR RPE SUPPoRTED AT 5' INTERVALS, VALUES ABO+E MAY BE MK ' ,, pOILM SPADE ASSIMM TO BE 5' ON CENTURL 4 SPECIAL CONSO) ON SHOULD BE MADE We1TN ALL BAYS ARE NOT UNIFORMLY IMOED. CLAMP REINF01 CLAMP WITHOUT REINFORCING AN( y. =# �65REDUIPED W UBO TO BE MMEO TO ANY ONE SINGLE VFnIff W MX)MON NOT ALLOWED NOT ALLOWED TO Mn ROD ROD FRAME FRAME TYPICAL SPRINKLER PIPE LAYOUT SHO4 LOADS FOR SPRINKLER PIPE SUPPORTS _ SHOS SPRINKLER PIPE "NOT ALLOWED DETAIL•' SH^O^E I SPRINKLER PIPE "NOT ALLOWED .DETAIL"- SHO6A - _ AA CLAMP WITHOUT REINFORCING ANGLE J CLAMP WITHOUT REINFORCING 'PNGIE.AND ATTACHED AT PURUN UP " AA CLAMP WITHOUT REINFORCING AN' �2G1/lAW6JW� I I CORNER COLUMN • SECONDMY BOLT[S 1/2x1 1/4 A]'1� I SECONDARY BOLT(5) f/2X1 1/4 ATES OR FOR FTANGES > 7/16- 1/2x A325 I STRUCTURAL FASTENER (S '_ {1pT REOUIREO IF a S12X1 1/� y(:j:OPEN SIDEWALL= °i� GABLE ANGLE CA-1 • UTILITY CUP CL-2 ENDWPLL SETBACK 2 1/4' . NOT REQUIRED IF OPEN 1 SECONDARY BOU(S) AND 1(1) 1%1 X 2 3116 Am BE EDIT OR MR RANGES; 7/I6- AND1(1) 11/2%33 5/88 � DE BOLT SPRINKLER PIPE "NOT ALLOWED DETAIL" SHO7 SPRINKLER PIPE "NOT ALLOWED DETAIL" SHO7A CORNER GIRT CONNECTION (BEAM & COLUMN CORNER COLUMN)WFOIRR BY—PASS LAPPED GIRT CONNECTION TO COLUMN WFO2R CLAMP WITHOUT REINFORCING ANGLE AND BENDING UP OF PURUN AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA BY-PASS OR INSET SIDEWALL / BY-PASS ENDWALL AA AA I I CORNER COLUMN O( • SE1/2X0I1/4 AT255 SECONDARY SOLT(S 1 /2X1 1/4 A325 OLT 10 FOR FLANGES > 7 16' A325 BOL 1/2X ( STRtxTU?A FAS �w LINKS) / 0 • UTILITY CUP. GABLE ANGLE CL-2 CA-1 AT INSET ENDWALL - _ 2'-Z' AT 8' BY-PASS ENOWALL 2'-3 1/2- AT 9 1/2- BY-PASS ENDWALL •• NOT REQUIRED IF OPEN ENDWALL CORNER GIRT CONNECTION (RIGID FRAME CORNER COLUMN) WFO4 BY-PASS SIDEWAU. / BY-PASS OR INSEE ENDWALL AA A CATION A W�1/2 A30V DE BOLT IN PLACE OUTER ZEE GIRT CAN BE ATTACHED WITH 1/2 A325 BOLT AND ADDITIONAL NUT ON A307-DE BOLT. 5 BOLT (SEE NOTE) > 7/I6' BOLT T DE BOLT DE BOLT BY—PASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF1 OR BY—PASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF1ORA STEP ONE AA .STEP TWO '� _ __.... _ .. SCALE NONE_ _DATE_ srn CHARLIE S DO E J [ ]FOR CONSIR MON DRAWN BY: STAN 11/02/01 U.S. HIGHWAY 1 [ ] MR APM W& FT. PIERCE, FL AAfERICAN BULL[ CHECKED BY: [.) FOR PWIIT ONLY [ 1 FOR PRELIMINARY ANDERSON—MOORE CONSTRUCTION CORP DESIGN APPO BY: DRAWING. 11251103 NUMBER' CAD BY: STAN 11 0305 07:52:48 Ver. 25.1 SECONDARY BOLT(S) (1) 1/2K1 1/4 A325 BOLT OR FOR FLANGES > 7/I6' OR '(1) 1/2% _ A325 BOLT 2 �- OUTSIDE CLOSURE LON LONGSPAN PANEL prPJ DOWNSPOUT FDS-14.4 BUND /8 RIVET TUIYL CAULK ;SCK-1 RETHANE CAULK GTS EAVE TRIM YIIIIR� (3)REO'D. PER LAP 1/8 RNET BLIND RIVETS 1/8 RIVET PER P O WALL) SIDEWALL PANEL NOTE FOR NON -LAPPED GIRT CONNECTIONS (2) OF THE APPROPRIATE A325 BOLTS MUST BE USED. GIS 1/8 TUBE GTS 1/8 TUBE SECONDARY SOLT(S) (1)-1/2 K 1 1/4 A325 BOLT AND (1) 1/2 K 2 3/16 A307 OE BOLT OR FOR FLANGES > 7/16' (1) 1/2% _ M25 BOLT AND (1) 1/2 % 3 5/8 A307 OE BOLT CORNER FLASHING FOR -LENGTH p . V �1• \ ^� UND RIVET REQUIRED /8 RNET DOWNSPOUT FOS-14.4 1/8 BLIND RNET BLIND RIVET (6) 1/8 RIVET DOWNSPOUT MS-14.4 OR ELBOW FDE-2 (2 D ALONG DASHED UNE CUT ALONG SOLD ONE ET ET EAVE DOWNSPOUTS DOWNSPOUT CUPS (FOC-2) 10' 1 PC. MS-14.4 & 1 PC. FOE-2 2 12 1 PC. F05-14.4 & 1 PC. ME-2 2 14' 1 PC. FD6-14.4 & 1 PC. ME-2 3 16' 1 PC. FDS-14.4 & 1 PC. ME-2 3 1S' 1 1/2 PC. FDS-14.4 & 1 PC. 4 20' _ME-2 1 1 2 PC. E 14.4 & 1 PC. FIDE-2 4 22' 1 1 2 PC. FpS-14.4 & 1 PG FOE-2 4 24' 2 PC. MS-14.4 & 1 PC. FOE-2 5 26' 2 PC. FDS-14.4 & 1 PC. ME-2 5 28' 2 PC. FDS-14.4 & 1 PC. ME-2 6 30' 2 PC. MS-14.4 & 1 PC. FDE-2 6 32' 2 1/2 PC. FDS-14A & 1 PC. FDE-2 6 34' 2 1/2 PC. FOS-14.4 & 1 PC. ME-2 I] 36' 2 112 PC. MS-14.4 & 1 PC. FDE-2 1 7 38' 3 PC. FDS-14.4 FDE-2 8 40' 3 PC. FOS-14.4 & 1 PC. FDE-2 8 WALL PANEL WALL MAIN FASTENER(5) FPPV-2 BASE ANGLE GA-2 WEANGLEFASTENER (OTHERS) Ti Fl 1/2' Z SECTION AT BASE W/ GA-2 1 BA05 ARCHITECTURAL III, ARCHITECTURAL'V' RIB.. LONG SPAN 111 OR.MULT1-RIB WALLS AB ROOF FASTENER OYP') rU PANEL GUTTER CUPSTAPE MASTIC6/ LONG GUTTEREAVE FLASHING . TGT1 EAVE STRUT DOWNSPOUT CUP n SIDEWALL GIRT FOC-2 DOWNSPOUT (n?.1 LL II Fos-14. - I I� SIOEWAPANEL (TYP.) . DOWNSPOUT CUP U MC-2nn II BUNT RIVET (M.) DOWNSPOUT ELBOW I I FINISHED FLOOR ME-2 DOWNSPOUT DETAIL GT02 . AA .. _.., -. - _.._- --..... _ _ . ...... .. _ .._ — _ _ _ _ - .- '¢. ...- .. SLAM SCALE: NONE .p ALE. _. .... __ CHARIJE'S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP - k -AMERICAN BUILDINGS COMPANY ' [)FOR CONSIINCTION [)FOR APPROVAL [�) FOR PfAMD ONLY [ ] TOR PRELFINARY DRAWN BY: ST/N 11/02/05 CHECKED - . DESTGN APPD ar: DRAWING. 11251103 SED-007 REV.NO. NUMBER' 0 CAD BY: STAN 11 03 05 07:52:53 Ver. 25.1 FLANGE BACK GIITTE TGF_ COLUMN OR RAFTER . _ „ 2' Tm LAP FLANGE BACK GUTTER 7 �TGF_ UNER PANEL STRUCTURAL BOLTS 1/2 X 1 1/4 H.T.WASHERS BOLTS WND 2 .T.LTEAQFRAME BRACE • GUTTER I a '� (ONE AANDUONE�UNDER THE NUT) CAP TGTIREQUIRED PER BOLT AT LINER PANEL FLASHING FCP GUTTER FRAME BRACE CONNECTIONS M17-LENGTH • BUND RIVET TGTI WALL MAIN FASTENERS) (12 REO'0. PER Wl �G 2 S72 1/4 BLIND RIVET TTT.1 LONGSPAN/MULR-RIB 1/B RN Na' O.C. 1/B RNET OR ARCHITECTURAL 2 -0- O.C. UNER PANEL (2) 1/4'0 BEADS AL EACHLAP .CTS- _ - -S— — NOTE GUTTER LAP FINISHED FLOOR — \ 1. OUTSIDE CLOSURE IL_J�` O, . l VT \ SLOPES 1 1/2 : 12 OR - \ T 2. CAP FLASHING REO'D. FOR BLDG. SLOPES L/Tv,•J � GREATER THAN 1 1/2 BUND RNET 11 8 RED. PER TAP)E MASONRY FASTENER L _ _ _ _ _ _ _ — — — J / (BY OTHERS) NOTE FASTENERS AT GUTTER LAP AND ENDCAP FIELD NOTCH PANEL FOR ROOF FRAME BRACES. GIRT :SURE I) GUTTER CAP AND GUTTER ENDCAP. FASTENER DETAIL 1 OT07 SECTION THROUGH LINER BASE AT BLDG. PERIMETER 1 LP01 SECTION THROUGH BYPASS PURLIN/GIRT W/LINER I LP42R PANEL CLOSURE DETAIL AT RAKE RA01 AA AB ARCHITECTURAL. LONGSPAN OR MULR-RIB LINEN PANELS LAB ARCHITECTURAL In. ARCHRECTURAL V RIB OR LONG SPAN III WALL AB EAVE CLOSURE FLASHING- WALL MAN FASTENER(S) (r(P) q,2%, �� D.C. LONG SPAN -PANEL 30.48 em O.C. RAKE BASHING I ALL TRIM FASIENER(S) j, 4X7/B 1-0' O.C. AT PANEL RIBS I JEAI*E'SUPPORT rOUTSIDE CLOSURE SHINC 7 / (SEE SECTION AT EAVE) WALL IRM ,PR ��'/ I WALL TRIM FASTENER(S) -07t OCATANS0. RIBS (/ ) 00.96 cmC O.C. WOOD _- BLOCKING (BY OTHERS) E-GABLE MEMBER 151 NOTE 5) ROOF MAN FASTENER (ST GUTTER CUP TB1 I PER GUTTER CUCC CGB_ SEE CHART BELOW 3'-0. O.C. - (( (( (T(APE UNDER CUP) 1 �PERFGAURER�CBUPA) 314 TM —I — 3 LENGTH _ SEE CHART BELOW LINE ) ROOF PANEL THERMAL BLOCK CURER) / I \ OF WALL PANEL MIT GUTTER CUP)/ I \` MUST BE OPTIONAL FASTENER (A) GC -A 3'O.C. J I PRE -INSTALLED FLASHING SAVE CLOSURE FLASHING - WALL PANEL WALL TRIM FASTENERS) �14X]/8 2'-0 O.C. AT PANEL 510E1AP5 CORNER FVSHINC FCR-LENGTH CORNER FLASHING � BUND RIVET TYPICAL 6 REO'D. PER FLASHING LAP 1/8 RNET DETAIL (OUTSIDE) WC21_ STANDARD GUTTER DETAIL WITH GUTTER CUP ATTACHMENT EA01 C_ LONG SPAN WALLS AB WITH THERMAL BLOCKS - AA O.C. ROOF TRIM J14 X I STANDING SEAM PANEL ROOF PANEL ROOF FASTENER (A) 'ROOF FASTENER (B) LOC SEAM LOC 14 % 1' �14 % 1' - STANOING SEAM 52P, S3P �14 X 1' a14 % 1• METAL CLOSURE 14 X 1 BASE ANGLE SSMC-I I 2 PER CLOSURE) BA-20 SHOWN, TAPE MASOC THERMAL BLOCK OTHER OPTIONS SIMILAR 3/4 TM TB-1 GENERAL NOTES: SAVE SUPPORT FLASHING sNErc I'mCVllllAk FSE-IT ro rm sRa. R aR aYB W w11 ORS a G.E smRs relax m AREI£ I. CROWD OR STRETCH PANELS SUGHLLY AS m TI6 Iii6V111(•1 MY TIELIS w • SDAGIs atom. NECESSARY TO MAINTAIN 1'-0' COVERAGE PER EAVE CLOSURE FLASHING PANEL �C' . 2. PANELS MUST BE INSTALLED SOUARE WITH WALL MAN FASTENER(S) NOTE SEE DETAIL EA26SA BUILDING FRAME. #12 X 1 1/4 AND EA36FA OR FAT6TA -0' O.C. LONCSPAN PANELS 3. PANEL SIDELAPS STICHm 2'-0ON CENTER WITH EAVE STRUT /14 WALL FASTENERS. STRUCTURAL FASTENERS) ' 4. USE TOUCH UP PANT WITH AN ARTIST TYPE WALL TRIM FASTENERS) BRUSH. DO NOT USE AEROSOL TYPE PAINT d- X ]/B V Ox O.C�/4 1 -0 O.C. • CORNER BASHING FOR TOUCH UP. WAIL RANEL FCR-LENGTH S. GIRTS PRE TO BE BLOCKED TO MAINTAN VERTICAL OUTSIDE CLOSURE BASE ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT AOU FBC-1. IF BA-20 RE0'0 FLANGES WILL CAUSE DIMPUNG OF PANELS AT NGTE . RcmzONTM_ UM OF mm FAVE TM OR FUNGE BM GUTTlM -SCREW LOCATIONS. 6 FNSTI BLTMEI]1 THE MA6RG W10 THE uw m. IF OTHER aF THESE TM GPNGNS R KWR8X - SEE .WPHO W EAVE DUAL TYPICAL CORNER DETAIL AT PANELS WC20 SECTION AT EAVE WITH THERMAL BLOCK EA04C STANDING SEAM ROOF / ARCHIIECTLRAL OR LONG SPAN WALLS $B LONG SPAN WALLS AB .._ .. _ ___ _.. . _ - ._ _ _.. __ - _ srnTus � SCALE• NO NE � -DATE_ " _ _ _ _ L: .. -CHARLIE'S DODGE U.S. HIGHWAY 1 FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP lA _ _ _ _ AMERICAN BUILDINGS COMPANY [) FOR cONSTR,cmw [) FOR APPROVAL [•1 FOR PERMIT ONLY [ ]Fax PRUIMBURr DRAWN BY: sGN 11/02/05 cx1:clEm Br: DESIGN APPO BY: DRAWING. REVAO. 11251103 SED-008 NUMBER' 0 CAD BY: STAN 11 OJ OS 07:32:55 Ve. 25.1 EAVE SUPPORT NOTE : REVIEW EAVE TRIN DETAILS STRUCTURAL IF FLANGE BACK CURER IS TO BE LOCCA N OED AS IF THE ON CMASDC. GES THE ING SEAM PANEL �� ljo o�jo ll TAPE MASTIC tOOF TRIM FASTENER(S) /14X1 FAVE SUPPORT SAVE CLOSURE FLASHING FLASHING HEAVE STRUT DIMPLES. FORS \ Imo\ LOCATING FASTENERS \\[I/\J IN ENDLAPS ONLY THERMAL EAVE SUPPORT FLASHING ATTACHMENT__ EA10C. FASTENER INSTALLATION,AT -'EAVE STRUT _ _ EA26 ARCHITECTURAL III, ARCHITECTURAL Y RIB OR LONG SPAN III WALL PANELSI AA STANOING'SEAM ROOF I SA LOC SEAM OR STANDING SEAM ROOF PANELS ROOF PANEL .EAVE CLOSURE FIA WALL C SULATION SULATION -STEP 1. SEE INSTRUCTION NO. 5 - STEP 2. SEE INSTRUCTION NO, 5 SEE NOTE SEE NOTE NOTE: SHADOW PANEL INSTALLATION SHALL VARY FROM ME DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. THERMAL BLOCK STFP 3 SEE INSTRUCTION NO 6 SEE NOTE SAINT PRFLNRION MS TQN WS NO LOLL STATING THERMAL BLOCK s Ncm. UA ffm eom Imart ON APPR040 sCNTamNC OR TAPE MASTIC sEPIRm ROOF PANF15 3 4 TM (NOTE MASTIC LOCATION) EAVE SUPPORT FLASHING EAVE CLOSURE FLASHING STRUCTURAL FASTENER(5) WALL FASTENER(S) FASTENER(S) E CLOSURE $4 /`J OUTSIOWALL PANEL: { _ 1 EAVE STRUT PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL THE SIDEWALL AND ENDWALL SHEETING SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A UNE OF EAVE STRUT ONWETAPE UNTIL 6- TAPE ME ROO FPANELEEAVES AS SHOWN IS READY TO BE SECURED. �� WE PAPER BACKING OUTSIDE CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE EA28C WITH THERMAL BLOCKS I AB INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EWE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 3. PLACE THE EAVE SUPPORT FLASHING (FSE-1 OR FSE- IT) ON THE EAVE STRUT, LEAVING AN 1 1/2- OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INSIDE OF THE EAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OUNN THIS SPACE). THE 1 1/2- OPENING WILL ACCOMMODATE THE ARCHITECTURAL III. ARCHITECTURAL V RIB OR LONG SPAN III WALL PANELS. AN OPENING OF 3 1/8- MUST BE MINTANED FOR SHADOW PANELS. SECURE THE SAVE SUPPORT FLASHING WITH #12 X 1 1/d SELF DRILL FASTENERS LOCATED V-O' O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEH THE EAVE SUPPORT FLASHING. INSTALL FIVE CLOSURE FLASHING MC-) PRIOR TO -INSTALLING ROOF PANELS. EAVE CLOSURE FLASHING IS HELD IN PLACE BY ROOF FASTENERS AT SAVE. 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE SAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND HOSE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND EAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. UNIVERSAL RAKE TR1-15.2 k ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA11 AA .. — SCALE: NONE . -DATE`.. _ . DOD . __ .._.._ . srATus CHARUE'S GE [ 1 FOR CONSIRtIORON DRAWN BY: STAN 11/O2/OS U.S. HIGHWAY 1 [ 1 FOR!AP�01'N- CHECKED BY: Fr. PIERCE, FL [•] MR PERAT ONLY C ]TOR PRELIMINARY DESIGN APPD BY: ANDERSON—MOORE CONSTRUCTION CORP MASTIC TO JOIN US SEALING RUN OF ROOF TRIM FASTENERS) NDER RAKE FLUSHING x#14X1 SDRF EXPANSION BACK-UP FLASHING FEB-0.6 4 1/'0 URETHANE fAUIH ClS 1/4 BUND RNET 11251103 SED-009 AS YOU PRE SETTING EACH PANEL INSTALL THE EWE CLOSURE AS PER THE FOLLOWING INSTRUCTIONS STANDI G SEp� 60 PANEL r.ALE RIBj �///�� 1 SF�A j C PANEL (NAIE RI8)6TM PAPER BALKING S 1/ ROOF TO WALL FLASHING FRW-_ /// ROOF TRIM FASTENER(S) Q16 X SOgF INSIDE METAL CLOSURE SSMC-I C ��?�L INSIDE METAL "' TM INSIDE METAL 3/`TIACLOSURE SSMC-I CLOSURE SSNC-I Ir 1S4C0 Blf1YL CAULK - ROOF FASTENER... - 3%4TIM I SSCK-f . I B14X1 ^ I I '. \II EXP NSION BACK-UP FLASHING ROOF FASTENER A14X1 1/4^0 BUTYL CAULK I 1/8^ BUND RIVET STEP 1. APPLY TAPE MASTIC TO TOP SIDE OF METAL RIB AND SSCK-1 \ \ CLOSURE 00 NOT REMOVE THE PAPER 5�2. POS;MON CLOSURE UNDER MALE BACKING. INSTALL W,g OUTSIDE FASTENER THROUGH STEP 3. LIFT PANEL AND INSTALL THE INSIDE FASTENER. REMOVE THE PAPER FROM THE MASTIC AND \ I \I \ THE PRE -PUNCHED HOLES. ' BUM CAULK PRESS THE PANEL FIRMMLY IN PLACE. - -- - —I 4FXTRIMmA4FHER(S) - - -- -I- - - )' - \ SSCK-1_ - - - — - - STANDING SEAM 36p ROOF FASTENER PANEL (FEMALE RIB) ^ /14%1 INSIDE METAL CLOSURE SSMC-I ROOF FASTENER MF E NDI G 6 (FEMALE RIB) ROOF FASTENER — -- IT .. \ ':....: \ 'C� 1/8^ BOND RIVET 14X1 U.N.) 3MSTIIC J�q 16%1 EXPANSION BACK-UP FLASHING :::.. ' - FEB-D.6 ... ^PIGTAIL^ MASTIC TO JOIN 'PIGTAIL' MASTIC TO JOIN \ ROOF TO WALL FLASHING CONTINUODUUN OF SS SEALING CONTINUOUS SEALNG RUN OF TRW-15'2 ROOF TO WALL RUSHING STEP 4. INSTALL PAVE FASTENERS IN THE FIAT OF THE STEP 5. INSTALL THE NEXT PANEL RUN AND REPEAT MASTIC UNDER ROOF TO WALL FLASHINGPANEL IN THE CORRECT PATTERN. INSTALL STEPS 1 - 4. BE SURE TO INSTALL A A FASTENER THROUGH THE SIDE OF THE ROOF FASTENER IWO THE SIDE OF THE NEXT A PROPERLY COMPLETED RIB CLOSURE TAPE MASTIC TAPE MASTIC CLOSURE AS SHOWN ABOVE. APPLY CAULKING PANEL AS SHOWN ABOVE TO THE INSIDE FACE OF THE SEAM OVER ME. INSIDE METAL CLOSURE INSTALLATION EA36 ROOF TO WALL FLASHING 3/4 TN FL04 3/4 TM UNIVERSAL ROOF TO WALL FLASHING FLOS AT HIGHSIDE CONDITION - AA 1 AT RARE CONDITION AA cLowRE. _ STANDING SEAM 360 TA GUTTER BUND RIVET RIDGE FLASHING RIDGE FLASHING TGTI (3 REQUIRED) ENOCAP RDOF TRY FAMENLR(S) 1/8 RWET RFEC-I (6 REQUIRED) NCTE5: Rg05 +-- J14X1 1. ALL ROOF FLASHING LAPS SMALL, BE SEALED WITH 3/4 X 3/16 TAPE MASTIC AND REINFORCED A4 ALL CM.LKMOUND ^ USING BACKUP FLASHING FEB-_ (SEE. DETAIL RC3WA), ROOF PANEL RAKE FLASHING GTS \ _ (FIELD CUT)WE TR1-15.2 \ 2. ALL FLASHING LAPS SHALL BE. TWO INCHES EXCEPT CORNER FLASHINGLAPS WHICH SHALL BE ONE INCH: •" Jf '{" RBGE SUPPORT RASHNG (im0 NOTCH TOR RAKE LW ISTNIAW) MCSCU 1 3. .VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 % R. TAPE MASTIC AND SHALL U STITCHED WITH 814 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE. I I I � I �III _ 1HERNAL BLOCK — — — OV@OE META. CLOSURE (FlBD M 10 FlT)SSMC-0 TAPE MASTIC 3/4 TM \ \ I 4, FOR FLASHING LAPS NOT SHOWN. USE THE FOLLOWING AS A -GUIDE; FASHINGS THAT PRE EXPOSED TO ROOF CONDITIONS. USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL I I PURUN - TO C EATE T AND BENT CH M CAP.. i0 CREATE TOBS 10 ATTACH PA(E CAP.. \ 4)WER CONDITIONS USE 1/8 INCH BUND RIVETS THREE INCHES ON CENTER. I ' RAK E SUPPORT TAPE MASTIC \ RM/ FLASHING AS RSF-1 _ \ WALL TRIM FASTENER(5) TAPE MASTC BETWEEN \\\\ p14OX]/08C _ \ RACE FVSHIN CLOSURE) CABLE ANGLE 1 1/8- BUND RIVET WALL MAIN FASTENER(S) 3/4 TM -'. SUPPORT I BUND RIVET 1, I/4 b� (12 ANGEL (12 REQUIRED) 4 1-D O.C. RIVET WALL PANEL RAKE SUPPORT FLASHING RSF-1 O'D.))SIEHFA(5) 1/4^0 URETHANE CAULK TIU FASI60q$ 3/4 TTMIPTIC ('RAC GT8 4 REWIRED) sm 114X7/8 14X1 WALL PANELS AND OPPOSITE SLOE OF RM OMITTED FOR CURVY. FLASHING LAP GENERAL. NOTES. FLO6 STANDARD GUTTER FLO9 UNIVERSAL RAKE- DETAIL RA02C UNIVERSAL RAKE CAP INSTALLATION RA03 LONG SPAN, STANDING SEAM h LOC SEAM I AA I LONG SPAN. STANDING SEAM & LOC SEAM AA LOG SEAM OR STANDING SHAM ROOF W/MERMAL BLOCKS AA STANDING SEAM ROOF $A ARCHITECTURAL OR LONG SPAN PANE. WALLS �\ ' \ WE FLASHING ROOF TRIM FASTENERS) (NOT TO PASS THROUGH SUP ANGLE CUP (1 PER PURUN LOCATION) NOTE: FIELD NOTCH AND BEND . \ GUTTER ENDCAP PURUN OR CABLE ANGLE) 14X1 CL-21 ROOF TO WALL PUSHING TO CREATE ENOCAP. / �S�E��A{{L WALL PANEL SURING WITH MASTIC DURING RAKE ENDCAP ALIGN WITH EAVE SEAL 6# O.C. QOSURE ATI�SC CORNER CAP BOX TAPE MASTIC 3/4 TM RAKE FLASHING DO NOT ATTACH WALL FASTENER THROUGH D.C.TC M!0 COWINUE UP SIOELPP 36^. STITCH SCREWS 6^ O.C. FOR 36^ STITCH SCRON EWS TCB_L THERMAL BLOCK FMW-1S02WALL FLASHING :.;: ROOF PANEL WW COW. RUN ROOF TO WALL FLASHING \ .:•..'.. AT ENDWALL I I GUTTER^ \ RAKE SUPPORT FOR STANDING SEAM ROOF FASTENER(S Tl'P I ANGLE RSA-1 18-2 OR 18-5 FOR LOC ASEAN GABLE ANGLE GA-4 W NOT ATTACH 0 PURUNS 1/4 AT LONG SPAN URETHANE CAULI( \ URETHANE CAULK I I s{12X1 8: TENDING 1/4^0 BEM \ 1/4^0 BEAD — — — — — — — FASTENER(5)L-I +G� SEAMAT gg I GYS RIVETEO'D. ^(12N AUX. RARE F HFN1 RPER I MOW) I RAKE SUPPORT FLASHING rSTRUCl`URALS e xER 1R4P) MASTIC 3/4 X 3/16 ^ 1/8 RIVET /I RAKE SUPPORT ANGLE CONTINUOUS BUILDING CORNER J BLIND RIVET I BUILDING CORNER NOTES) (C(11p00p O-D. PER (SEE NOTES) CABLE ANGLE RCA-1 PURU 3/4 TN ^ NOTES: BOX R 1/8 RED STRUCTURAL FASTENER(S) CA-1 ROOF PANEL AND STOP GUTTER AND RAKE FLASHING 2 PER PURUN) FIELD TRIM PANEL AND -AT BUILDING CORNERS AND ALIGN WITH OUTSIDE �12X1 1PU STRUCTURAL L FASTENER(S) BEND UP IF REQUIRED EDGE OF WALL. PANEL AT CORNERS. 2. THE 10 FEET OF THE RAKE FROM THE CORNER 2 PER PURUN 812X1 1/a 1 -0^ D.C. THERMAL BLOCK (IF REO D) SHOULD SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADIUSTMEN sPONAUArs 1,rP8 PURUN WALL PANEL NOT SHOWN - - �_1 AT STANDING SFPN 2.OR TB-3-AT LOC-ASEAN- - WHEN INSTALLING THE CORNER BOXES. PERMANENTLY ATTACHVIREN 00,11 m _ FOR CLARITY - " THE RAKE AFTER CORNER BOXES ARE INSTALLED. ^CORNER CAP BOX INSTALLATION RA04 UNIVERSAL RAKE DETAIL RAOSC ROOF TO WALL TRANSITION AT GABLE 1RA30C (UNIVERSAL OR CUSTOM WE) _ AA EXPANDED VIEW OF RAKE CONNECTION I AA ARCHITECTURAL OR LONG SPAN WALLS AB NO._ __ _.. _. -uAlt - ____ .._ - ___. _. _- ._ .. REASONS._ .... _ ... .. SrAM - 'SCALE:. _ NONE •� DATE. _ _ _ ._, _ ..__ _ _ - .. .. CHARLIE'$ DODGE U.S. HIGHWAY 1 ` FT. PIERCE, FL ANDERSON—MOORE CONSTRUCTION CORP F _ - _ - .. -_ .... �.. A LP. .. .ALABAMA AMERICAN BUILDINGS COMPANY .. .. - � � - [ ] FOR CONSTRUCTION [) R APPROVAL [•) FOR PERMIT MR ONLY C ] MR PREtUAuNmTDESIGN DRAWN M STAR 11/02/05 CHECKED BF: APPO 9(. DRAWING. REV.NO. 11251103 SED-010 NUMBER' 0 • CM BY: STAN 11 D3 Ds W:S3:OS Ver. 25.1 R A 2 STANDING SEAM 360 PANEL EUTYL CAULK 6' UP MALE RIB SSCK-1 `ROOF TRIM FASTENER(5) (mJ SJEE OETNL FA26/SA fi EAVE SFRUF RAKE ENDCPPJ I I / '—STANDING SEAM 360 PANEL v - 360 PANEL CUP, - PAVE CLOSURE UNIVERSAL RAKE ENDCAP INSTALLATION RA70 REINFORCED PANEL CLIPATTACHMENTDETAIL - RCO2 LEFT HAND SHOWN - -- AA. STANDING SEAM 360 'TA S bl %FCWIION WSulAllox 1u5 ra law BVmNe SmFNCIN. NNxrwR eam xDaxr a RPPRNEO scwrmwO aR SENth➢ AC(f PMOS THERMAL BLOCKS BLANKET INSULATION SAVE TRIM ANGLE CUP STRUCTUF STANDING SEAM 360 PANEL RAKE SUPPORT WE SUPPORT ANGLE ANGLE RSA-1 `GABLE ANGLE PURUN / 9 GABLE PNGIE, SUP ANGLE CUP ENDWALL RAFTER ' AFTER INSULATION IS IN PLACE AUGN RAKE SUPPORT ANGLE (RSA-1) WITH RARE GABLE ANGLE HOOK SUP ANGLE CUP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE AND ATFACH SUP ANGLE CUP TO CABLE ANGLE AT EACH PURUN LOCATION AS SHOWN. PRE -PLAN STARTING AND FINISHING PANEL CUTS SO THAT 6' MINIMUM PANEL MT IS ACHIEVED TO ALLOW PROPER INSTAU VTION OF RAKE TRIM. UNLESS NOTED DIFFERENTLY PURUN ON THE BUILDING ERECTION DRAWINGS. EKIENO THE. LOWER END 3' PAST THE BACK S1DE OF THE EAVE STRUT (A SIRING UNE E%TENDED OUT FROM THE EAVE STRUT WILL HELP. 3' KEEP THE PANEL OVERHANG STRAIGHT). REMOVE PAPER BACKING FROM APPROMMATELY 2 FEET OF PAVE MASTC AND INSTALL ACCORDINGLY. FIRST PANEL INSTALLATION (UNIVERSAL RAKE). _ RC11. SUPPORT STANDING SEAM 360 - - _. TA ING BLOCKS I I 3/4 ' RIDGE FlASHING RFE F 'ROOF TRIN FASTENER(S)SUPPER RIDGE FLASHING - 4 PER CLOSURE JAPE"NASTC �14X1 - LOWER RIDGE HI R/S UOUS 3/N INNA HING III BACKUPFLAS F03-0.9 0 SSP k ISP _ STANDING SEW METAL FID-0.2 0 LOC - PIECE 'A' ANKET INSUUTON CLOSURE SSMC TAPE MASTIC SEE DETAILS RL34/S4 IE � CONTINUOUS4T U• AND RC35/SA I I1, II _ .....I c• I I \ \ \ I PANEL CUP STANDING SEAM � NOTE v ✓V THE THERMAL BLOCK, AN OPTIONAL ACCESSORY FOR THE STANDING SEAM AND LOC-SEAM PANEL MAY BE USED FOR BETTER INSUTATNG VALUES. IT IS PLACED OVER EACH PURUN PAID EAVE STRUT ON TOP OF THE BLWKET INSULATION. PURUN (64%OOP TRIM FASTENEfE('. GABLE ANGLE TO ASSIST IN THE INSTALLATION OF THE THERMAL BLOCK AN ADHESIVE SPRAY (540H-1) B /Mr. SUPPORT SHOULD BE USED. ROOF TRIM FASTENER(S) SHING READ AND FOLLOW THE INSTRUCTIONS AND PRECAUTIONS PRINTED ON THE SPRAY ADHESIVE 2'-0'��CONTAINER RIDGE SUPPORT 2'-0' O.C. PUSHING ,CLOSURE FLASHING RJF-1 NOTE: THERMAL BLOCK INSTALLATION RC26C RIDGE DETAIL RC32 AA STANDING SEAM WBHPAFBC%FIY A - -- ROOF TRIM FASTENER(S) Mt 0 SDRF 3' 6' 6' 6' _ 3' - RIDGE PUSHING g ROOF TRIM #101FASTELFSO ROOF TRIM FASTENER(S) Q14%f SOS 4 PER CLOSURE UPPER ROOF FLASHING TAPE MASTIC d14%1 PIECE"B' 3/4 TM TAPE MASTIC CONTINUOUS RIDGE FLASHING OR TAPE MASTIC CONTINUOUS 3/4 W HIGHSIDE EAVE PUSHING LOWER ROOF FlJSHING PIECE 'A' CLOSURE ROOF TRIM STANDING SEAM OUTSIDE SSMC-O FIASTENER(S) - METAL CLOSURE RIDGE SUPPORT FLASHING • LL:.:- V SEAM CLOSURE BACKUP FLASHING TAPE MASTIC CONTINUO �_- STANDING SEAM 3/4 TM 3'- 6' 6' I 6' I 3' I PANEL (TYPICAL) 1• ROOF TRIM #1144XE1NER(5) 2' TAPE MASTIC CONTINUOUS 3/4 TM SEE I'm RCN/51 FOR PST.WA w WSII=O"S m SCE Ina SSMC-a. SEE cum =O/M ...E M9,m W a610VLTJIS It\ •HOLES MUST BE DRIUEO PRIOR TO APPLYING MASTIC. TEMPOWILY LAP PIECE 'B' OVER ARIER TIE NSI MN OF WE =F PA Hw OM awPInEP, FRaFID •+III WE RODE CE11alE m amrtR TRm£ PIECE -A-.- PRE -DRILL THE REQUIRED NUMBER OF 1/4.0 HOLES THROUGH BOTH PIECES OF m'am W 1 s Psww, aril, PAVELS CF AVT m Wm am. PasoanaPwm DISIMO. wF-I. a WE D. ROOF FLASHING BUT NOT BACKUP FLASHING, SLIDE PIECE 'S' BACK AND APPLY TAPE MASTIC SEAM CLOSURE STANDING SEAM CAULK m MW PNIQS. NOID N PU(E mN MSE GRP %' a n PPOR TO FAmNMa TO DO OF PANEIE MIH /14 a I. 5W AND BACKUP FASHING ON PIECE 'A' AS SHOWN . LAP PIECE 'B' OVER PIECE 'A' BEING SC-0 - - - — ON THE BOTTOM -AND l (axulRW OF iRTwa ON ruT /16'm (eoMTN 9m4 aFROOpI TO EWw A IEIwM /m RAGE RAwwG RIM I. - — -CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG IN THE UP AREA coxRuuaus mwP OF a/t • a/Ia' NAsaa .LEE Iw OF aE afaNEs .wO mR.Y THE RFl2 F,4;,em v ROOF CONDITION. -SECTION THROUGH ROOF FLASHING LAP RC35A RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 RIDGE FLASHING ATTACHMENT RC37 - AA STANDING SEAM SA STANDING SEAM - SA TAPE MASTICS(I � 33• 1 3/4 TM 3•,`ILIII `III' 3a ROOF TRIM fA51E4ER(5 1114X1 .. STANDING SEAM LOC SEAM AND LONGSPAN (TYP. BOTH SIDES) (TYP. BOTH SIDES) HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'B' OVER PIECE 'A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4'0 HOLES THROUGH BOTH PIECES OF RIDGE FINSHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'B' BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE -A- AS SHOWN. LAP PIECE 'B' OVER PIECE 'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG RIDGE. EXPANSION JOINT AT RIDGE FLASHING R�C� AA REVISIONS-. .-. ;r _ -REVISIONS ... __._ -. MADE CKD. WIL. UryK WIC. .. -_- sTATin 5 NONE CHARLIE'S DODGE—IIIII(-- 7 F011 codslRucnoN DRAWN BE snN 1t/o2/os U.S. HIGHWAY 1 - [ ] FDR APPROVAL LHEDKEo-er; FT. PIERCE, FL (r] FOR PERMIT ONLY E ] FOR I+REIIYIMARY DESIGN APPD Br. ANDERSON—MOORE CONSTRUCTION CORP p 11251103 SED-011 ABAMA REV.NO. 0 THINGS TE REMEMBEN 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE 'WITH ERECTION GUIDE. 3. ALIGN GIRT. 4. PLUMB FIRST AND EVERY PANEL 5.'CHECK COVERAGE ON EVERY PANEL- 6. FOLLOW SCREW ATTACHMENT SEQUENCE: )RAILING TO LEADING. TOP M BOTTOM. .7. 00 NOT EXCEED INSULATION THICKNESS (4- MAY.). B. DO NOT 'RATCHET' OR OVERDGHTEN WALL PANEL SCREWS._THIS WILL CAUSE 'DIMPUNG'.. 9. USE THE MT OF THE LONGSPAN PANEL ' TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 10. 00 NOT USE ABRASIVE SAWS OR OTHER CURING TOOLS WHICH PRODUCE HOT METAL PARTICLES OR BURNED EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND WILL VC ANY WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES eo USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE SMEtt FAErl+nvtk / \ N[gXf]6 511CUIL µMAYS .FM CLVhS NIRN IWIOWYG PN1Eli Y LONGSPAN III PANELS ARCHITECTURAL III AN y MULTI RIB SIMILAR. TARP OR PLASTIC COVER USE SPACERS BETWEEN BUNDLES "L" BLOCK ABOVE GROUND TIE DOWN STANDING SEAM 360 PANEL EM (FALE LEG) rFACTORY APPLIED MASTIC STANDING SEAM 360 PANEL I STANDING SEAM 360 PANEL (MALE LEG) .. .. (FEMALE LEG) - APPLIED MASTIC STANOWG SEAM 360 PANE_ (MALE LEG) .PANEL INSTALLATION NOTES - - ;E04 I PANEL STORAGE GE51_ DETAIL AT SIDELAP RC01.. DETAIL AT FINISHED SEAM RCO5 LONGSPAN WALL PANELS AB LONG SPAN III. ARCHITECTURAL ill. AND MULTI -RIB PAN F35 - AA STANDING SEAM 360 TA STANDING SEAM 360 7q NOTE: PRIOR M INSTALLING IAP FASTENERS. PANES MUST BE SEAMED TOGETHER. TAPE MASTIC PAD 1 1/2 TP LOWER PANEL —� ROOF TRIM FASTENER(S) N14X1 SEE RC07/SA �. SUPPER PANE_ PANEL LAP STIFFENER SSLS-1 PANE. CUP J — STRUCTURAL FASTENER INSULATION PURUN YfEtt PIECNIfION: W XOi 91FP ON PAWpS UMR MLT ssawa xim FASTENET6 ROOF PANEL ENDLAP RCOG STANDING SEAM 5A STANDING SEAM 360 PANEL CUP O 0 0 O 60 PANEL "ROOF TRIM FASTENER TYP.— i T IIT STANDING SEAM 360 PANEL BUM CAULK SSCK-1, STANDING SEAM 360 CUP - STANDING SEAM 360 PANEL, NOTE : BEFORE ANY MASTIC IS APPLIED. CLEW PANEL SURFACE OF ANY DIRT AND OIL LURE ALL MEAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEANIS WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. WHEN ENpUTPS ME REQUIRED THE UPPER 6 INCHES OF THE LOWER PANEL SEAMS ME NOTCHED TO ACCEPT THE UPPER PANEL_ THIS CAP WILL OCCUR APPROXIMATELY 12 INCHES ABOVE A PURUN. PRIOR TO SETTING THE UPPER PANEL INSTALL THE TAP STIFFENER. SSLS-1 P5 SHOWN ABOVE. THEN PLACE PRECUT LENGTH OF SPECIAL 1 1/2' X 1/B' STANDING SEAM LAP MASTIC ACROSS THE WIDTH OF THE PANEL. BEGINNING AND ENDING AT THE VERTICAL SEAMS. APPLY SSCK-1 (BUM LAP CAULK) TO INNER FACE OF BOTH MALE AND FEMALE SEAMS. MAKING SURE THAT BACEDGE OF K MALE NOTCH RUSH SIDE COVERED. THE UPPER PANEL WITH LOWER EDGE FLUSH 1b THE BACK SIDE CAULK ENO OF PANEL PANEL SECURE THE LAP WITH ,14 % 1' ROOF FASTENERS OFIN WE LOWER SEC RE - BEAN fi' AT THE PRE -DIMPLED LAP STIFFENER ' SSLS-1 r BUM CAULK SSCK-1 y�y PREOLTNX 1 GO NOf 51fP WI N9 C£ PM'FL .LLM.1K siFP 4N Mi $Vf6KL W IXI! Slm OX PMIEIS UNIT MIS YCI.MfD MIIN iA51FHB6. _ SVIUCTURM_ FASTENER 2 REQUIRED PER CUP J12XI 1/4 SDHH HOOK TAB OF CUP OVER MALE LEG OF PANEL AND ROTATE DOWN INTO POSITION. SECURE THE CUP TO THE PURUN WITH TWO JIM 1/4 SDHH FASTENERS. A GAUGE SHOULD BE USED TO MAINTAIN PANEL MODULE L— CAULK END of PANEL SEAM 6' PANEL LAP DETAIL RC07 TYPICAL CLIP -ATTACHMENT TO PURUN RC17 TAPE MASTIC PAD STANDING SEAM 360 1TA STANDING SEAM 360 TA 1 1/2 TP STANDING SEAM OUTSIDE 1 \'� METAL CLOSURE SSMC-0 USE THE RIDGE COVER LASHING / \/ AS A GUIDE TO DETERMINE CORRECT L IC 4 APPLY BUCAULK UNDER AND WHERE �� M LOCATION OF SEAM CLOSURE. 3/4 TM THE EDGE OF THE SC-0 CLOSURE ' IN' . AADDDIITTIONNAALL CLOSURES RREEPMEEAST STEP 1. SIDES OFASE CAULK SHOWN y� / (ACROSS PANEL FEAT AND TAPE RIB WITHA 1,.`1 F MLOSIICRE �EWRE FORFULL UNNING FLASHING INSTALL CUP MMWC CERTAIN THE SLIDING TAB IS CENTERED BEFORE ATTACHING ABOVE. POSITION SEAM CLOSURE AND CLOSURE. KEEP RUN OF MASTIC IN PLACE WITF1 (6!14X1 ROOF FASTENERS IN PRR -PUNCHED INSTALLATION BY RUNNING 3/4 X BY J/16TAPE MASTIC CONTINU US ALONG - -- - --- CUP-TO-THE-PURLIN. - ----- - -- - OVER -CAULKED -SEAM -AN.. PRESS [IRMLY IN PLACE. SET INTACT -FOR -PLACEMENT -ON -NEXT PANEL HOLES. TOP EDGE OF CLOSURE ASSEMBLY. BACK 1. PANEL CLIP INSTALLATION RC18 SEAM CLOSURE AND OUTSIDE METAL CLOSURE INSTALLATION RC34 STANDING SEAM 360 PANEL IA STANDING SEAM SA _._._ _.__. .- ._ STAM - SCALE: _ NONE - `.DATE- .._. - - - ' - CHARLIE'S�DODGE - :.-. -._._. .. ..REVISIONS [ ] TTDR croNSRucna+' DRAWN ar: STAN 11/oz/o5 U.S. HIGHWAY 1 [ ] FQR ARMY p/ECKm er. FT. PIERCE, FL O PEfdR ONLY [ 7 r0R PREwIN,Rr DESIGN APPD Br: ANDERSON—MOORE CONSTRUCTION CORP 11251103 SED-01 WE,Y RNWN� un vI¢cw O 00 Oa W P ORRR OF NOYANTI sORS N 5 MI ROF FYIFss. UA E%IIAIE LWIbX NXd 6GIL@W 4T ME d.E fF ROS EIECIRUL SEAMER 00 NO SIFP OR R0 6 OAV6 GR MIIUX ! fFET OF V16EgIfSO ENGAGE ENGAGE P/affL do uss oslu AI9RRE0 ns oFFs. xmWOs OR Ruu MRN fO1pNG M FWi. MMENDED • STANDING SEAM 360 PANEL / \ ~1 �HOWN GAGAUGE(BM OOCOVEfiAGEBY ABC) .. 2'-0' (AVERAGE Jy///•/ � S21 E ERG SEAM 360 PANEL VA REVERSE STANDIN�SSIIIMI ` SHEETING DIRECTION IN PREPARATION OF THE SEAMING OPERATION. ALL CONSTRUCTION DEBRIS SHOULD BE REMOVED FROM THE ROOF TO PREVENT MACHINE DAMAGE AND/OR ROOF DAMAGE. PANEL COVERAGE GAUGES SUCH AS SHOWN ABOVE WILL HELP TO MAINTAIN CORRECT COVERAGE. PLACE ONE AT EACH END Of TIRE PANEL, GAUGE EACH PURUN RUN AND ABOVE OR BELOW PIEPER TO THE OWNER'S MANUAL INCLUDED WITH THE STANDING SEAM 360 PANEL THE ENDIAP. SEAMER FOR SAFE AND PRACTICAL SEAMING OPERATIONS. o a A STRING UNE SET AT THE NEXT RAFTER IS RECOMMENDED FOR TAKING MFISUREMEWS BACK TO THE PANELS TO INSURE THAT THEY ARE RUNNING STRAIGHT AND SQUARE. STANDING SEAM 360 .PANEL SEAMING DETAIL RC36 ,/�, - PANEL GAUGING RC41 TA - - - - - STANDING SEAM PANEL SA HAND/PAVE SEAMING PROCESS STANDING SEAM 360 PANEL STANDING SEAM PANEL TPICA 4'-2 3 8• AMERICAN BUILDINGS COMPANY FURNISHES THE STANDING SEAM 360 ROOF SYSTEM IN LEFT, RIGHT AND NON -HANDED PANELS. GABLE BUILDINGS THAT REQUIRE PANEL ENDLAPS HAVE THE APPROPRIATE A INCSDED PANELS WITFI PANELTO PERMIT SHEETING ON BOTH SIDES OF ME ENOLAPS MUST HAVE A SHEETING DIRECTION SPENCFlED (REFERE STARTING TO 1HEOM EBUIIDENGEDERECTION DRAWINGS) TO THE UILDING AND TMERDIRECTION ECTON WILL DEPENDGLE SLOPE AND UNSYMMETRICAL LE BUILD- ON'"ETHER LEFT OR RIGHT HANDED PANELS A - WERE SUPPLED. BUILDINGS WITHOUT PANEL ENDLAPS AND SYMMETRICAL GABLE BUILDINGS CAN BE .SHEETED SIMULTANEOUSLY FROM ETHER END OF WE:BUIWING.. PRAT A SME SEAMING TAGE TOOL USED EFTS THE STARTING END 0 REENTA TOOLS. ME STANDING Oft EA PflIOR TO CTRICICING F SMEER AND MEIC HAND/EAVE SEAMIER. MESTANDINGSEAM 360 HAND/EAVE SEAMER IS A TWO STANDING SEAM GAUGE STANDING SEAM . IN THE FIRST STAGE PLACE THE NOTCHED SIDE OF THE SEAMIER ONTO THE OPEN SIDE OF THE SEAM AT THE END OF THE PANEL AND ENGAGE THE TOOL TO A FULLY CLOSED POSTION. REMOVE PURUN PANEL CUP THE SEAMER AND MOVE UP THE SLOPE THE WIDTH OF THE SEWER JAWS (APPROXIMATELY FOUR INCHES) AND ENGAGE THE TOOL TO A FI CLOSED POSITION. THIS SHOULD COMPLETE THE FlRST Y/B. STAGE OF HAND/EAVE SEAMING. _ • REMOVE THE SEATER AND REVERSE THE DIRECTION SO THAT THE PLAT SIDE OF THE SEAMIER IS PRESSED ONTO ME OPEN SIDE OF THE SM. STARTING AT THE PANEL END ENGAGE THE'TOOL PART B A TO A FULLY CLOSED POSITION TO COMPLETE THE SEAM. 00 THIS STEP ONLY ON FOR TH -S AM IS NOW R ern FOR TH ELECTRIC AMER. FART EI 4'-0' ENDIAP THE STANDING SEAM 360 ELECTRIC ROOF SEAMIER IS A SINGLE DIRECTION MACHINE USED FOR SEAMING THE PANELS TOGETHER AT THE SIDEIAP5. CABLE BUILDINGS WILL REQUIRE THE SEAMER TO START AT THE SAVE ON ONE SIDE OF THE BUILDING AND TRAVEL UP THE SLOPE TO THE RIDGE AND THEN TRAVEL DOWN THE SLOPE TO THE EAVE ON THE OPPOSITE SIDE OF THE BUILDING. SINGLE SLOPE BUILDINGS WILL REQUIRE THE SEAMER TO START AT EITHER THE HIGH OR LOW SIDE OF THE BUILDING DEPENDING UPON THE SHEETING DIRECTON. PART A I 1 1/4• • TO START THE SEAMING PROCESS, PLACE THE ELECTRIC SEAMER IN POSTION WITH THE THREE HANDLES IN THE UNLOCKED POSITIONS. THE SM ROLLERS SHOULD BE ON THE OPEN SIDE OF PART B STANDING SEAM GAUGE - THE SEAM AND THE HACK OF THE SEAMIER SHOULD BE ALIGNED WITH THE END OF PANEL (THE HAND/EAVE SEAMING OPERATION AT THE STARTING END OF THE PANEL SHOULD HAVE ALREADY r F`VE STRUT SEEN EAMING BE COMPLETED). AFTER COMPLETINGLOCK THE METHE RUN DLES OPOSTION AND START THE SEAMER. ALLOW ME WTH ME ELECTRICAL SEAMIER, NISH WITH THE TWO STAER GE COMPLETE US RUN TO THE HANO/EAVE SEAMING PROCESS. OOTNOT RUN END FTH THE EI FCIRI - SSHOULD AMIER THROUGH ANY N AN L THE SEAMER SHOULD NEVER BE ALLOWED TO BECOME A FALLING HAZARD TO ANYONE BENEATH THE ROOF. ALL SAFETY PRECAUTIONS AND OSHA SAFETY REGUTATIONS SHOULD ALWAYS BE FOLLOWED SECTION A -A PART A PART B = J= FOR MAXIMUM WORKER SAFETY. (I- X 1' X 1/8- TUBE) (1 1/4- X 1 1/4• X 1/8- X 3- ANGLE) SHEETING DIRECTION STANDING SEAM PANEL GAUGE LOCATIONS RC42 PANEL SEAMING PROCESS RC38 STANDING SEAM GAUGE BAR ASSEMBLY DETAIL RC43 SA STANDING SEAM 360 TA SA USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER 5}PC-2!/➢EA61 B000 THAT WILL ALLOW. MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN ROOF PANEL BUNDLE SPREADER BAR PANEL BUNGLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER (LOCATE OVER RIGID FRAME) S3PC-1 �ro1HMlR.BW6 THE AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN TO CUP FASTENER ROOF FASTENER PREVENT DIRT AND DEBRIS FROM ENTERING FEMALE SEAM. / 12%1 1 t SDHH 14X1 SOPF OR SMET1 X�CwMX. - - _ _ (SOXKT4 OR R W WT 6E 14X1 SDHHW SLAT NHL IN 1NE tt 6 IONS N"` REWNN MR 641 AISf suer B¢r unw MN. MOWn w ANY TrvE wmc _ - - APPuunoxs) � NyR/p A Q( µD Omc BE SUIS i0 FiFP MMbS JI OImN6T MpIX ARM A40 F., . 0 Y0.1N0 IM64 DUAL •A• \ n RIGID FRAME PURUNS BLOCKING "I • OQX' (TO PREVENT PURUNS ,` • •,•J•Wo� �� Q% PACKAGE FROM ROWING OVER •.000, Q� UNDER WEIGHT OF o`°• o SEAM OS IR / THERMAL BLOCK PANEL PACKAGE.) SC-0 y TB-1 PURUN STANDING SF 360 PAP CHIP DETAIL •A• RAFTER TO FACII-TATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE UFIED WOOD BLOCKING AND PLACED ON THE HOOF IF LOCATED AT RIGID FRAME AND WBLOCKING L PLACE TO x PREVENT THE PURUNS FROM ROLLING OVER. DO WITH DO NOT SUN D AL ONG ANG ROOF , FRAMING. WHEN UFTNG BUNDLED SHEETS. MARE CERTAIN THAT THE BUNDLE IS ADEQUATELY STANDING SEAM RANGING SEAM PANEL BUNDLE SUPPORTED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE UFTED WITH A FORKLIFT: ETpN01NG SEAM 14 SnFFEWR METAL HAVE CLOSURE METAL OUi510E CLOSURE HOWEVER WHEN LIFTING PANELS IN EXCESS OF 20' IT IS RECOMMENDED THAT A SPREADER SSNC-I SSMC-0 POLYET Y ENE OR TARPAUUN BAR AND SLINGS BE USED. AS A RULE WHEN UFTNG. NO MORE THAN 1/3 OF THE LENGTH SSLS-1 r OF THE PANEL SHOULD BE LEFT UNSUPPORTED. STANONG SPAM PANELS W GDIERAL /AE NIOWN FOR TOOK TEODO TO RUMBLE _ REFER TO ERECTION DRAWINGS FOR THE_ROOI PANEL MARKINGS AND -STAGE _W.HOH ON P INPWOH 5 AM US'D. STNOMG.g O RO.360 ARE NO.DPFFIWT.._ _- - — BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED TINE ERECTION UNDER NO CINDAGlINL'ES SHOULD SANDING SM A OR NO BE USED MIIOUT BWOBT R.NAn �° av+B N1rtNI •T PROCEDURE NRUUTON MWEM THE PANE AND THE PIR W/SAR JOIST PANEL STORAGE RC51 PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61 STANDING SEAM SA AA STANDING SM 360 TA ..... _.___ _. _. - ___ _ _ _ _ ___ _. _._ __ FAU _ __ _ _. • :. _- _ ___.. _.:. ..___ __ - SCALE: NO -DATE - - STATUS NE �- EU. LA- _ CHARLIE"S DODGE [ ]FOR consrflucnaH DRAWN BY: STAN 11/02/05 U.S. HIGHWAY 1 () fDRi1P�0""L CHECKED tTr: FT. PIERCE, FL CC) FOR POORT ONLY AMERICAN BUILDINGS COMPANY C�] Pors FRElL@LNY DESIGN APPO BY.-1 ANDERSON—MOORE CONSTRUCTION CORP DRAWING. RI-"O. GAD BY: STAN 11 03 Os ors3nB vO. 2s.1 NUMBER' 11251103 SED-013 G GENE 8E SHNEEIED SMU,&EOUSLY. IFV& OR OFEOWFEyMEE SUIt INAG BS SYNNER3ICOAFL ABOUT THE RI11 MERICAN'S STANDING SEAM 3fi0 PANEL ROOF SYSTEM HAS UNIQUE SIDELAP SEAMS WE RIDGE OR IFEMTHBE BIUIIDING SS INGIE.EW SIAPED FR01A ER THE FE BULD VE TING NHDE SHEEIINCIGMUUSA EUT WHICH ENGAGE THE ADJACENT PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. y,R,TY P.�1'AIRION; gUEIY BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. ME PANEL IS ATTACHED TO THE SUPPORT FRAYING BY A SPECIAL STANDING SEAM 360 w NOT 6Ra a R6 IY Im wT TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. sTFn ax pM'65 PANEL CUP WHICH IS INTERLOCKED WITHIN THE SEAM AND FASTENED TO THE PURUN PµAT_ µrun sRP a VNIL rvuY sGmm wlx SIDEWALL NWITH SELF-DRAWNG FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE FLAT ml FA51FNfR5. 53R ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SEAM 360 ROOF PANEL SYSTEM. SHEETING DIRECTION LONG S3P S � wAaV, FIR SPAN PANEL IDENTIFICATION MARK NUMBER FId .Ma EXAMPLE LTP 24- D. CLOF RIDGE DETAIL 'A' DETAIL 'B' 30'-0' IN LENGTH — — ENDWALL 24 GAGE (22. 24, 26, k 29 CAGE AVAILABLE) IONG SPAN PANEL A T - 53P LONG SPAN F OVERLAPPING RIB OUTSIDE N%STANDING SEAM 360 HAND/EN SEAM (THIS RIB OVERLAPS � SJL PRECEEDING PANEL) r- _ YYY r T ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE. THE DESIGN OF THE PANEL. INCORPORATES A BEARING LEG INFO ITS LEADING EDGE — / / WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL SIDEWALL LLL/// THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, pp [[�� LLqq UT BEARING LEG SEARING LEG UNLESS FIELD CIRCUMSTANCES: DICTATE OTHERWISE. INSTALLATION OF PANELS CAN PROCEED FROM TO 155 REG ER ATERE RCHT CONNECTION, STANDING SEAM FHDIAPS (BEARING LEG GIVES EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER ARE DESIGNED TO BE STAGGERED FROM ONg PANEL RUN TO THE NEXT. SUPPORT TO SIOELM) THE BEARING RIB. SEE ERECTION DRAWING FOR PROPER ENDLAP LOCATIONS. • �TANOIN- SEAM }ESE PAN AGE STANDING 4M 360 PAN aM R DETAIL 'a' EFrus 'e: DIRECTION OF ROOF PANEL ERECTION RC64 STANDING SEAM 360 TOOLS RC62 - - _ .. _ . _ . _ . PANEL MARKING AND SIDELAP DETAILS —RC-6 - TA 'sIDE1AP DETAIL LONG SPAN BB STANDING SEAR 360 TA AMERICAN ROOF AND WALL PANELS NOTE' LOCKING CLAMPS WITH 1/2' SQUARE BAR PANELS ME DIMPLED AT BOTH AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED. ALUMINUM COATED AND GALVANIZED. _ UPPER STANDING SEAM PANEL 4 LONG) WELDED TO TOP AND BOTiON 00 otAMI.pV wa aF ENDS. ER LOCATIONS ME USED FOR ; ( PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING MERCHANDISE ERECTION HIC pNRI_ µrun sTw aN FASTENER LOCATIONS . WE PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH RAT wisAcc PANEL ENDIAPS ONLY. MERE CAUTIOUS CANE IN HANDLING. Y. _ A UNDER ED OFF ME CIRCUMSTANCES SHOULDPANELSBE TAKEN T ROUGHLY. PACKAGE A SHEETS SHOULD F,.,,,�, ,m,,,� ., BE LIFTED OFF THE S OR O SIDE EXTREME CARE TAKEN TO INSURE THAT RE-OOEM OCCURS TO ^' ,"'" ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES UNDERNEATH BE STORED OFF THE•GROUND SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS GROUND ALWAYS BE OTTERS PEOPLE FROM WALKING ON THE PACKAGES. ONE ENO E THE PACKICE SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER ENE TO ENCOURAGE DRAINAGE IN CASE OF RAIN. ALL METAL PANELS ME SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN, 4M ]60 PANEL IDEMIFlCATIEN MARK NUMBER WATER IS TRAPPED BETWEEN WEIR CLOSELY FIRED SURFACES. AMERICAN EXERCISES EXTREME STANDING CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER. DUE TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID DETAIL 'A' DETAIL 'B' FEMALE' EDGE EXAMPLE R 30.0 - AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE _ MATE EDGE �� STACKED SHEETS WHEN EXPOSED TO RAIN. MIS DISCOLORATION CAUSED BY TRAPPED MOISTUREES _ 30'-0' IN LENGTH , STANDING SEAM 360 ROOF PANE! OFTEN CALLED WET STORAGE STAIN. _ RI GAGE DETAIL 'A' DETAIL 'A• THE STAIN IS USUALLY GAS I CIS AND HAS LITTLE EFFECT ON THE APPEARANCE W SERVICE CAFE NOTCHED RIGHT SIDE LOCATION END STANDING SEAM J60 OF ME PANELS M LONG A5 R IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER. MOISTURE _ IN CONTACT WITH TEE SURFACE OF ME PANELS OVER AN EXTENDED PERIOD MAN SEVERELY ATTACK THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE, R IS IMPERATIVE IS THAT ALL RIDGE TPANELS BE HE PANELS ATPONCE AND STOD FOR RE INEUPON RECEIPT OF A DRY, WARMLACE, IF POSSIBLE MOISTURE IS PRESENT, DRY II WHEN HANDLING OR UNCRAIING THE PANELS, LIFT. RATHER MAN SLIDE THETA APART. BURRING SJB S31 I 51B THE STANDING SEAM 360 PANELS MAY BE DELIVERED WITH THREE DIFFERENT MARKING PREFIXES. LOWER STANDING SEAM PANEL EDGES PANELS T B THE COATED SURFACES WHEN SHEETS ME SUE OVER ONE MOTHER. NEVER 4 PANELS MARKED M S3P WILL BE VOID OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE ALLOW PANELS TO BE WALKED ON WHILE PANELS THE GROUND. PANEL OF ANY SINGLE OR MULTI -PANEL RUN. PANELS MARKED S3L AND S3R WILL BE NOTCHED ROUGH AND IMPROPER WWOUNC OF PANEES IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB CLAMP KALE RIBS AT ENOW PRIOR TO INSTAW EAVE FOR PANEL ENDLAPS ON ME UPPER ENO, AND WILL BE THE EAVE PANEL OR THE INTERMEDIATE NC FASTENERS SUPERVISION. EOCE PANEL OF MULTI -PANEL RUNS, AND WILL BE LOCATED ON THE LEFT AND RIGHT SIOE OF THE CAUTION: PANELS ME SLIPPER!. OIL OR WAX THAT HAS BEEN USED ON TIE ROOF AND WAIL RIDGE RESPECTIVELY. PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING in ORRFOTHERVFORMS OF MOISTURE OIL GREATLYGREATLY I HAS IINCREASEMOM ME SLIPPF�RINEESS O MEAPAN�. DEW, FROST TYPES OF �TANDIN- SEW PANCLAMPING DETAIL AT ENDLAP RC66 PANEL STORAGE NOTES RC95 53R - NOTCHED FOR PANEL I.M. LOCATED ON RIGHT SDE OF RIDGE PANEL MARKING AND NOTCHING __ - _ _ RC63_ - _ _ - AA - STANDING - NOTCHED FOR PANEL TAP, LOCATED ON LEFT SIDE OF RIDGE STANDING SEAM 3fi0 - _ "TA STANDING SEAM 360 TA - 53P - UNNOTCHED, LOCATED ON EITHER SIDE OF RIDGE 2—(TYPE, I) 2'(ttP.) _ _ _ _ _ — GIRFEASE ANGLE, EAVE STRUT OR I 1' LONGSPM PANEL (TYP.) GABLE ANGLE j WALL STITCH FASTENERS) WP1L MAIN FASIENER(5) L — J L J (TYP. AT SIDELAPS, SEE �N1OTE T p�AIL 'A'T X1SE�s OTE 1) fSTMDZNG ISE GRIPS ... 2'-0' 0.Q VERTICALL6Y 0 0'C' DETAIL 'A' 3 4 I� PART 'A' (1/8' PLATE) PART -B' (1/8' PLATE) EL PART ,A, t'-0' 1'-O' 1'-0' NOTE: 8R DUCKBILL VISE GRIPS 1. WALL FASTENER(S) REQUIRED AT SIDEWALL AND ENDWALL GIRTS, BASE ANGLE EAVE STRUT MD GABLE ANGLE FASTENER LAYOUT POSITIONVISE GRIPS AS SHOWN AND SQUEEZE HANDLES TOGETHER TO SEAR PANEL IL4I" SHOWN ALSO APPLIES FOR LINER AND PARTITION PANELS. - THIS TOOL IS -TO -SE -USED -AT -FEMALE LEGmAT ENDLAP DURING 'PANEL LAP — - - -- - -- - --2.-PANEL-STITCH-FASIENER(S),/S SHOWN REO'D.___-_ INSTALLATION (POSITION VISE GRIPS AS SHOWN BEFORE INSTALLING ANY FASTENERS). PART 'B' ONLY AT PANEL. SIDELAPS OR AT FLASHING T LAPS AND FLASHING TO PANEL CONNECTIONS. SPECIAL SEAM LOCKING VISE GRIPS RD11A SPECIAL SEAM LOCKING VISE GRIPS RD71_ FASTENER LAYOUT WC05 STANDING SEAM 360 1 TA STANDING SEAM 360 1 TA I LONGSPAN WALLS AU SCALE: 'NONE-,... DATE _ EUFAULA _ - ,. - ALABAMA .. -. STATus CHARLIE'S DODGE .. [) FOR CONSTRUCTION DRAWN By: STAR 11/02/01 U.S. HIGHWAY 1 [)FOR APPROPERNUT Al CHECKED BY: FT. PIERCE, FL AMERICAN BUILDINGS COMPANY - [.7 FOR PERMR ONLY [ ] " PRELIMINARY DESIGN MVD ar: ANDERSON—MOORE CONSTRUCTION CORD DRAWING. 11251103 SED-014 REv'ND. CAD Bf: STAN 11 OJ 05 07:53:20 Ver. 25.1 NUMBER' 0 GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET WALL FASTE1ERS MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS BACKLAPPING THE PANELS V OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE INSTALLATION. IRIS CAN BE ACCOMPLISHED BY PRE-DRIWNG HOLES IN THE SHEETS ib BUILDING WIDTH AND LENGTH. ON THE SIOEWALL THIS IS GONE WITH THE LAST PANEL INSTALLED. AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED I USING A TEMPIATE SHEET. USE 1/8' OR 5/32• DIAMETER DRILL BR FOR SHEET TO ,TT 7 jlz a 1 1/• �i/B�' mal0 IavcT ffi�J12X t 1/4 TDIA ON THE ENDWALL THIS IS DONE AT THE RIDGE ANTI WILL BE MARKED ON THE ERECTION DRAWINGS. STRUCTURAL FASTENERS. AND A 1 4" DIAMETER BIT FOR THE SIDELAP CLEARANCE HOLES. /��I( Mw MULUNc WOON STm HIM I'm wra Xa I/e Icrtt Mu OwWnc waw s m t¢lo • CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. 0 PASTHFR RIMMIT rusTR TASTNDi RT1aYT rAwW J' MART W. /1 OUT 1/4 IS EMBI Hutt Ha /I q1 1/4 91M4 THE TEMPLATE SHEET SHOULD BE LAID OUT IN ACCORDANCE WITH THE BUILDING ERECTION �� Nc ws um ruwm0 d®YA➢Otl E DRAWINGS. SINCE PRE-DRIWNG WILL iGWO' THE SHEETS R IS NECESSARY TO SELECT THE fsNPs A avmxgo oOws. 1B PAXFI. wMrtwaa UP TO O q OUgONO 1M71] <r�t END OF THE BUIIDING FROM WHICH TIE SHEETING IS TO BEGIN. PRIOR TO DRIWNG THE � vxx BGm+i ue. Tm STRIATuvxTEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST TIE .' BBUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN TIE PURUNS OR GIRTS. /Il } 1 1/4 �]®IG WELTER IMT YIm rA9R11 )B5� 1'D ^PRE -DRILLED TEMPLATE SHEET sur w OUT. luTwna 1¢rz IWc Nutt n0. arv-1 115 -.1 t/1 TLIa \ fIE1FHq Mm011f NASTIER SEV .1 IQ 0"0' SIEII Hq IEM \ YMM Xn /I$%1 1/4 EPm TASTDm WRI(IIR YA91q .sam PRFLWTIW:' :. i�1G a¢T TO STRucnnua caaLrnoxs (� N=PPax t¢wwm) Huix xn /Iv1 I/a sowRS NwRs xW m MPHP,'ED EYF I PRNECMN AMEN ONR.111NB IpILL4 ._. hI (B45E II DO.) .NY'IL pp15. qYE (STEEL T O MMU C 41EATER TUN 1/a• OX NER2c Sav c1PS _ "' I( SYMIR. Nlo TIP To ILO w1,1LWNC 1/L') 0 Om BmucnIRAE ATTAaaOvrs }" r NOTES J15� • SEE FASTENER LAYOUT - /14 R T/B• /ro K In WCDS/AB _ I{g$T s1� NER nT, ARAM WALINGc �b � JOGT IM Il T WA91ZR #I. X 1 1/2 STACKED SHEETS TO p Tw+a Na 114VIB MINN uua NO. /tgl/2 snm say ORPRIG OMMON Sml. m HAND BE DRILLED II ,�, /PHlid¶Ni ;VKK NO, N„.11/.. STmv pma S IO ANTI M. R/SMXG TO MTys• YHB NW2E5 P 117 CAN¢ AW OINFR 91FET iD A`91FffiB SXEEf CWX6:IIOM (1µ/4D' HTo U FOB II 7 47I) NOTE: ENOWALL PANELS SHOWN. SIOEWAUS PANELS SIMILAR �'-`^AIL.. """""--4^--..- LONG SPAN III SHOWN, ARHHECTURAL III, ARCHITECTURAL V RIB AND MULTI -RIB PANELS SIMILAR KEEP ENDS OF PANELS ALIGNED NW NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCIGET UNIFSS NOTED. PRE -DRILLING FOR FASTENER LOCATIONS - WC08 BASIC PARTS AND PIECES WC61 PANEL BACKLAPPING WC75 LONGSPAN III WALL PAPERSI AB - LONGSPAN WALLS - AB ARCHITECTURAL III, ARCHRECNRAL'V' RIB OR LONG SPAN WALLS I AB SA1Erc PRDAmOx: FASTENER AND WASHER BUILDING STRUCTURAL BUILDING STRUCTURAL BUILDING STRUCTURAL PRIOR TO WAD SHEETING ALIGN WALL BUTTS AS SHOWN IN GE03/A4 rTRI(FRs SIpIM BL TPNxO) m OR OTHER MEANS (By OTHERS) • CIAMP AND WOOD BLOCKING LINE (GIRT UNE) UNE (GIRT LINE) LINE (GIRT UNE) - JML �� gmrm� MAY BE USED TO ATTACH BY OTHERS (SUGGESTED) _ - .. .. INSULATION.(BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE INSULATION (BEFORE CAVE CLOSURE 1/4' 1 2' 1 Y" PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING _ FLASHING IS ATTACHED) NOTE: ARCHITECTURAL PROGRESSES ALONG THE WALL ROOF PANEL FOLD INSULATION BACK ONTO 1 1]/32' WALL MAIN -FASTENERS) Y RIB PANEL Z — ITSELF FOR COMPRESSION d ' WOOD. BLOCKING 812X1. 1/4 _ — 1 -0 8 C. INSTALL 19 FIRST WALL SPANELTRUCTURAL AT THE BUILDING CORNER AND ALIGN THE ROOF BETWEEN SAVE STRUT AND I PANEL IMPORTANT THAT THE SRUCWAI I PIRJ GIRT LINE AS SHOWN. IT IS EXTREMELY � _ ROOF PANEL R E W NOT BE AFTER. 3 ' LEVEL OR TRANSIT ON EACH PANEL. R IS RECOMMENDED THAT A SMALL _ EXPOSED TO THE WEATHER. 2 1 LONG SPAN WALL MAIN FASTENER(5) ARCHITECNRA WEDGE/SPACER BE PLACED UNDER THE PANEL AT TIE BASE ANGLE APPLY L INSULATION G PANEL ®12%1 1/4 pARLL WALL MAIN FASTENER(5) THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL SAVE CLOSURE FLASHING AFASIENER 5 5HN 1 -0" O.C. f12%1 1/4 STRUCTURAL WALL MEMBERS BEGINNING WITH -THE TOPMOST ATTACHMENT AND TFEC_'. SEQUENCE 1 TIO C! MANOR RIB'(OVERLAPPING RIB) 1 -0' O.C. PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL N FASTENER SEQUENCE). ' DIH REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE. E C NOT ERECT PANE, w .n.ru,ur n� omu ENQS WORKING TO THE 11pDlf OF ' SliEtt PIECYBW. ARCH. V RIB PANEL THF PANEL THIS PROCEDUREPROMOTES 'O CANNING. w NOT.. W w .9 (TTP. U.N.) - DOUBLE SIDED TAPE (BY OTHERS) ON WAu GRTS OR DNA INSTALL THE NEAR PANEL BY SIOEIAPPING THE RIB WITH THE FlRSf PANEL (AS I TO BE USED TO SECURE INSULATION. 6 I' m ms aRE�cVm� 1ABIAyB 11�� LONG SPAN PANEL BEARING RIB BEARING RIB /7 SHOWN). CHECK FOR PLUMBNESS AND 'FASTEN THIS PANEL IN THE SAME F. SUPPORT 5 RESULT m A snmrs INNRY. (TYP. U.N.) ARCH pANrj-� OVERLAPPING }L, pyQylgpplNG RIB MANNER AS THE FIRST PANEL CONTINUE TO SHEEP TIHE WALL USING T1I5 FLASHING ' (1YP. U.N.) /� RIB (—// PROCEDURE CUT PANELS AT ODORS. WINDOWS. LOUVERS AND OTHER WALL FSE-1 NAVE STRUT 4 I I�� OPENINGS 15 REQUIRED. WALL pANEI I BEARING OVERLAPPING TUB P RIB EO EQ. EO EQ. - - OR TRIM INSULATION AND 1 1 EO E0. SHEETING CAN USUALLY BE STARTED FROM EITHER' END OF THE BUILDING AND FLASHING E �' 4 CONTINUED EITHER IN THE DIRECTION OF LEFT TO. RIGHT OR RIGHT TO LEFT TURN VINYL E EX INSULATION 1/8"0 HOLE 1/8.0 HOLE 1/8.0 HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF MUST NOT BE EXPOSED TO WEATHER. THE PREVAILING VIEW, THE OVERLAP UNE AT THE SIDELAP OF EVERY PANEL ' 1 P LONG SPAN Ill PANEL LAP AND ARCHITECTURAL PANEL LAP AND ARCHITECTURAL V RIB PANEL LAP WILL E TH BE LESS VISIBLE SAME PRINCIPLE CAN BE APPLIEDMERE ERE HEAVYBLANKET INSULATION PRE -DRILLED HOLE DETAIL PRE-DRLUM HOLE DETAIL AND PRE -DRILLED HOLE DETAIL PREVAILING WINDS OCCUR BY PLACING THE TAPPED EDGE ON THE LEEWARD (<T' OTHFAS) LONG SPAN III PANEL SHOWN, SIDE (DOWNWARD SIDE) OF THE PANEL RIB. ARCHITECTURAL III PANEL SHOWN, MULTI RIB SIMILAR _ 9 LONG SPAN III, MULTI -RIB, & PRE-DRIWNG OWRWPING RIB FOR STITCH SCREWS WALL PANEL INSTALLATION _ WC64 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 _ 6 LONG SCAN 111. MU RIB PANELS SIMILAR - AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. 7 - NOTS TO AVOID DIMPLING DO NOT OVER TORQUE LONG SPAN III, ARCHITECTURAL III, ARCHITECTURAL V RIB. OR MULTI -RIB WALL PANELS AB SCREWS. YhIY PRELWIpft xam¢Ts sxaw w TRVxm m TM PRCPq EML'llpl PpC@Mq fA4 NL ABi INSULATION II I TRIM INSN II Ijr— -- TURN MNOT AYMWUCATMEER. WALL PANEL IL — _JI II ... da..a .e ' BASE ANGLE _ =j ERECTION NOTES: 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPUCATON. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY LS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE. 4. WHEN FIEND CUTTING PANELS OR TRIM 00 NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVAWME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ERECTION NOTES, 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. 3. 00 NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT THE CAVE DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDIAPS ONLY. 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION. S. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVAUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. -SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 ERECTION NOTES RC91 ERECTION NOTES - STANDING SEAM RC91 AA LONG SPAN BA I SA — _ . _ _ . _ _. _ ._ .SCALE: _NONE -..-DATE ... - EUFAU A - CHARLIE'S' DODGE _ [ ] FOR CONSTRUCTION DRAWN BY:1 SPAN 11/02/05 U.S. HIGHWAY 1 [ ] FOR APPROVAL CHECKED BY: Fr. PIERCE, FL [.] R PERMIT amx AMERICAN BUILDINGS COMPANY C 1 FOR PRELIMINARY DESIGN APPD BY-.1 ANDERSON-MOORE CONSTRUCTION CORP DRAWING. 11251103 SED-015 REV.No. InAD ReTITAN 11/03/05 07 r'26 VIA, 25.1 _ NUMBER' _ 0 - W Npf 51fp, SR Ofl f1W9 OX Xµ1 ra0s oR O0x sRm roue m Aaexc (fi) STRUCTURAL FASTENER(S) ro 1W5 PRftAM110n wY F00AT N . 2 1/4' (B' JAMBS) 0 ®12 X 1 1/4 JAMB sTmus OuuRY. 3 1/4' (9 JAMB$) CUP CL-] CUP LA S—IB'j (12-JAMBS) CL-10 (12' JAMBS) I I CL-4 (12' JAMBS) '1°MB P3 STRUCTURAL BOLTS- STRUCTURAL • ' - GIRT BUTTON HEAD BOLT "' - HEADER I X 1 1/4 ATSS LOCATION 1/4' 1' GIRT 1/4- • (12�JAOSVf6 ONLY) 1/2'0 ANCHOR BOLTS 1/ I OTHERS) B SQUEEZE 4 1/2' Cl.0 (58U CL-9 (02 PL10E0 BA2. CK T BACK FOR 12' CUP BASE ANGLE _ - �_ 1 JAI185) - BUTTON HEAD BOLTS (FIELD NOTCH) O ooc STRUCTURAL BOLTS I I - - 1/2.0 X 1- 0 1/2.0 X 1 1/4• M25 ' r I BARON HEAD BOLTS 1/2 X 1 A107 SECONDARY BOLTS • 4)STRUCTURAL FASTENERS 1/2 X 1 1/4 A325 b12X1 1/4 . JAMB SgUCUP AMB - ' JAMB JAMBS) LAMB JAMB CL-8 (9 1/2' JA - BAC CL-9 2 P 0BAC TO BACK FOR 12' • BUTTON HEAD BOLTS REQUIRED CUT AND REM DRILLGin JAMBS) AT STRIP WINDOW NGS AT FIELD LOCATED FRAMED OPENINGS AT FIELD JAMB CONNECTION OF01 JAMB BASE CONNECTION OF11 GIRT TO JAMB CONNECTION OF16 HEADER TO JAMB CONNECTION � OF21 TO GIRT AAA SIMILAR AT SILL - AA DIM -A- - V-4- SAD. (MAY VARY) A GIRT DIM 'A' - KI6 mm STD. (MAY VARY) EDGE OF GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS — SUB • 1 - 3 - _ — 1. OVERHEAD DOORS ARE FIELD UO TED. CUT STANDARD PANELS AND GIRLS AS - _ 2 1/2 _ REQUIRED. WALL MAN FASTENER(S) - A T 7/B DOOR WIDTH 13/B 2, MAXI UM HEIGHT OF DOOR IS 2•-0' LESS THAN FAVE HEIGHT. IRT j12%I 1/4 I I- HEADER GIRT DOOR HEADER 1 -0 O.C. COLD FORMED SHOWN ♦ DOOR WIDTH + 2 3 4" 7. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. a s STRUCTURAL TURAL SIMILAR .-- I _ TYPICAL ANCHOR BOLT LAYOUT 4. JAMBS MUST BE LOCATED A MINIMUM OF V-O• FROM CENTER UNE OF COLUMNS. mz — MELD CUT GIRTS 2 1 2ED NOTES FOR SHOP LOCATED FRAMED OPENINGS FFRRAMEDOPEN NIcs o DOOR JAMBBASE EDGENERAL ANGLE HEAD FLASHING I I COVER BASHING (OPTIONAL) FINISH FLOOR BASE ANGLE (VARIES) SEE OMAR SEE Mall I 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD I KNISH GRADE .: ._. .1.,,,... CVfI1NG. - '- 11 - JAMB • 2. ALL STRUCTURAL CONNECTIONS TO BE ME AS SHOWN ON APPROPRIATE DETAILS. 1/2.0 ANCHOR BOLTS I DOOR WIDTH (NOT BY A. f _I SECTION 'A -A' FRAMED OPENING ANCHOR BOLT DETAIL OF61_ FIELD AND SHOP LOCATED FRAMED OPENING NOTES"-:__ OF91 FRAMED. OPENING KEY OFOA SECTION AT HEADER AND COVER FLASHING _ .OT21 AA AA JAMB TO GIRT CONDITION AA AB n Orin au.Ts r� roraln0 mAL _ _ 916A25 011n sole vraz OT21 AB COVER FLASHING (OPTIONAL) HEAD FLASHING SEE OT92M JAMB SEE NOTE COLD FORMED SHOWN STRUCTURAL SIMILAR JAMB FLASHING WALL MAN FASTENER(5) = OTM26 OAAC6 OA26 V I /12%I 1/4 z JAMB FLASHING SEE 0T92AB o SELL MASHING (IF REQUIRE)) SEE NOTE • WALL PMp. • FINISHED FLOOR r WALL PANELS BELOW SILL NOT SHOWN FOR CIMIIY - -•-LONG-SPANJR.WALL-PM4 SHOWN. MULTI -RIB PANEL SIMILAR - I - OPENING WIDTH I — --- WALL - PANEL — - — _ - - - --- - - - NOTE: - y FIELD SM PANELS AND SURE HEAD OR SILL FLASHING BEHIND PANELS _ SECTION AT FRAMED OPENING JAMB 1 OT26 SHEETING AND FLASHING ELEVATION OTOA LONG SPAN III OR MULTI -RIB PANEL WALLS I AB MCHRECTURAL Ill, MCHITECiURAL Y RIB, LONG SPAN 10 AND MULV-RIB PANEL WALLS I AB TE ENGR -DATE. oruWlNa sufieLfRAL.- sA1us [ 1 FOR CONSTRICTION [) � APPROVFERm ff� CH FOR PWIrt ear C ) FOR PRELIMINMTY CAD By. STAN _ _ _ - _. _ __. _. __ ..DATE- - SCALE: � NONE CHARLIE�S DODGE oLN1YN BY: STM 11/02/05 U.S. HIGHWAY 1 cHECKm Br: FT. PIERCE, FL DESIGN MPD BY: ANDERSON-MOORE CONSTRUCTION 11 03 05 07:53:32 Ve. 25.1 - _EUFAULA -. ALABAMA, AMERICAN BUILDINGS COMPANY CORP DRAWING. 11251103 SED-016 ftEv'No. NUMBER' 0 vzVIStONS__. .- _ ,.. ._ _...MAUECKU _ UAIEENGK_. - _ - .... - - - - - - - - - - W LU 1-- J „LL DATA AND SPECS BTU 1 HR Max. Gas Req'd (CFH) Natural Propane Gas Press. (inWC) Natural Propane Temp. Rise Gas Train Inlet Pipe Size 1,200,000 1200 510 10-14 11 90eF 1" N.P.T. 1,500,000 1500 638 10-14 11 90-F 1" N.P.T. Gas supply required (by others) to gas connection point©see plan view page 1 of 2. Minimum gas pressure is required at maximum volume consumed. Description 1 PH Full Load Amp Draw, 3PH, 60 z 200V 208.240V 460ABOV 575V a230V Oh 15hp upgrade T.E.F.C, intake motor with direct 30 30 15 12 drive, backward inclined turbo fan produces 12,000cfm 50 (15,000cfm) (45) (40) (20) (112 5h exhaust motor with belt driven 34' tube axial exhaust 40 fan produces 12,000cfm (15,000cfm). 25 25 12 9 Minimum circuit capacityTE required (by others) see 70 35 30 plan view page 1 of 2. . 1200 (90) 40) (45) (35) Light Fixtures OTY Full Load Amp Draw 120 V 1 277 V Additional Light Fixtures Six tube light, For each additional six tube light fixture add Standard 14 18.0 7.68 1.5 FLA @ 120V anda0. 4 FLA 27N. 1'04@ 40A circuit required (by others) within 10 ft of connection point©see plan view page 1 of 2. Position Efficiency Description Plenum 99.9% at 10 micron Polyester fiber bonded with a flame retardant binder. Wire support grid with four support cross wires securly locked between layers. 99.84% avg. PAINT POCKETS@ three dimensional high loft expanded polyester, reduced Exhaust arrestance filter changes with more than double the efective surface area. Intake 95% avg. arrestance Pocket style synthetic media with a metal frame, Secondary Exhaust 95% avg. arrestance Pocket style synthetic media with a metal frame. All GLOBAL FINISHING SOLUTIONS filters meet class II of the UL-900 classification. L06AL FINISHING SowrioNB - - - - - © GLOBAL FINISHING SOLUTIONS L.L.C. 2003 IMPORTANT NOTE - This print Is the confidential property of Global Finishing Solutions L.LC. It Is not to be used or reproduced In any manner, nor submitted to other parties for eyRMnatlon Without the prior approval of Global Finishing SoluOons L.L.C. c p us, 2000563 CODE INFORMATION GLOBAL FINISHING SOLUTIONS L.L.C,offer a complete line of automotive FspIray s t o_ to e requirements of : * NFPA-33 Standard for spray application using flammable and combustible materials * NFPA-86 Standard for ovens and furnaces AMP tN M WE" NFPA-91 Standard for exhaust systems for a conveying of materials Y r DDIR rARMIRG9 * NFPA-101 Life safety code * NFPA-70 National electric code * OSHA Safety and health standards (29CFR 1910,1910.107) * BOCA National fire prevention code & National Building Code * UFC Uniform Fire Code * UBC Uniform Building Code * SBCCI Standard fire prevention code & Standard Building Code E➢GIXUM*.REVM IN EOlk GENERAL CONFORMANCE WM MIC110 C NICEf1 ,AND CONTRACT DOM MOM -THIS REVIEW DOES HOT CONSTITUTE REVIEW OF ALL ITEMS TO BE PROVIDED OR VERIFICATION THAT THE SUBMITTAL IS COMPLETE. MARKINGS GRAIL. NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE ALL ITEMS IN STRICT 'ACCORDANCE WITH CONTRACT DOCUMENTS. THE C'NTRACTOR REMAINS RESPONSIBLE FOR OFTRI 'r CURACY QI!ANT171ES IDS CONDITIONS, CONFIRMATION OF ALL 0 • 'INS. FAERCATION I'SOCESSES, TECHNIQUES, WORK PERFORMANCE AND CONFIRMATION THAT THE PRODUCT AND MATERIAL WILL PERFORM AS INTENDED, NO EXTRAS WILL BE This booth has been reviewed and approved by: CMMRERER' PAULWm `UIa +��EIEIC 18 2006 *ETL Equipment Testing Laboratory report # 570265 Cabin M MM *ETL Equipment Testing Laboratory report # 97*476-1 Direct Fired Industrial Air Heater All light fixtures are ETL approved for hazardous locations. All light fixtures are accessible from the interior of the spray booth and conform to the provisions of N.F.P.A. 33. ST. LUCIE Electrical components, such as motors, motor starters, disconnect switches and push buttons, are listed approved for the Class and Division in which they are located. Glass used in the spray booth is tempered and meets and exceeds ANSI Z-97.1 standard. Conformance to all these requirements is dependent upon the manner in which the equipment is inst contractor will make certain that all of the electrical wiring and conduit, piping, gas supply, roof penetratk automatic fire protection systems, and the location of the equipment within the building also conforms to codes and other references. Fire suppression system is NOT included with the standard booth but is required by NFPA-33. PLAN REVIEW BLDG: DATE UEC: DATE: DATE: ' ,/ DATE: ,SCANNED BY St, Lucie Coul iolf""°' EXPERT BOOTH 4 DRAWNBY DRAWING GENERALARRANGEMENT Y - ORAWNBY - DE'SCWPTb" 27'LG EXPERT DOWNDRAFT BOOTH PACKAGE 06l0712004 "'"- By"W" M.FRENCH B"YD - ��eER GA-XPT271409 212 2' gawT Liv E �VLoH 12sGu�.aTol� To 6at'rCM10 2 KEEP CLEAR �:'P%A $YPPLIGM GAS 1464 L- A'ro fZ ltZI}3 SLP.%IIGC Ses ArT-0cNEe OAVA . &AFL' GAS PI' It 27r-5" I � EXPERT SPRAY BOOTH I' iAu?C. (�jootbk rk I I I I I I I I I � I I u G I I � V11010d' CeNN6eT'7t FFaE Air+ r( APPROVAL OF DRAWINGS Signed drawing(s) is a statement that the dimensions, design and application have been reviewed and are approved for fabrication. ❑ Approved as submitted ❑ Approved as noted ❑ Disapproved — Please resubmit NOTE: MANUFACTURE OF EQUIPMENT WILL BE SCHEDULED AFTER RECEIPT OF APPROVED DRAWINGS. AUTHORIZED SIGNATURE: 9'02' MIX ROOM Remote Vent Line I pf Requfreel II Typical DSD271412FD Installation I I inlet i17 I �t i TYPL«aL 14sz41_1-a-CIe0 -rr Pu+h•• PA►,� �oo� N tss Wr tx L_ A, IL —7" All Dimensions are approximate and subject to change. Customer must check equipment size, location in building and all clearances to building and contents. i= Z r s o s t 00 r�I a Alt 4 53F _ 1� a m 0 MA 0 D CONCEPT REVISION CONTROL REVISION PROJECT GISTOMER FL0RtDA .FILTRATI04 for CHARLIE'S CHRYSLER DEBGUPTION GENERAL LAYOUT APPROVED BY SCA1E: OATS: NONE 02/20/06 DRAWN BY: REVIEWED BY: TOM WORKORDERNUMBER om"NO NUMBER Charlie's GL-02 1 ,uT 1 .r / IV -ftosT Lis c lets K I�ttGau4TbfL � E%T�Rt =2 — — _ v — FPvLA 15LOWLLkib GAS f•£Cw.AToiL * Vt S Sen,;LCE - SFs AT-�aCMEO DaTtA . y iatbo Qua0-M -5,ysr -' NECT Ta �LLcs I IrT. I I I I � FRONT VIEW YRUDI r Ylbn FFUsk �aS l.wE 6o-CYC N GA 5 CQ N SLaKF-<<o' : GLOBAL FINmm SOLUTIONS © GLOBAL FINISHING SOLUTIONS L.L.C. 2003 IMPORTANT NOTE- This print Is the confidential property of Global Finishing Solutions LLC. it Ia not to be used or reproduced In any manner, nor submitted to otherpertlas for examination without the prior approval of Global Finishing Solutions LLC.