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Home My WebLink AboutSteel Co Building Drawings 1GENERAL NOTES: i, e�. ASm DESCRIPTION STRUCTURAL STEEE.. PLATE A529/ A572/ A7011 HOT ROLLED HAP MILL SHAPES A36 A529 A500 HHS RECTANGULAR AA5500 COLD FORM SHAPES A653 / A1011 ROOF AND WALL SHEETING ASW / A792 / A325 / A490 CABLE A475 RODS A529 / A572 SHOP COAT PRIMER IS INTENDED 10 PROTECT THE STEEL TER NO FORA SHORE PERIOD OF TIME ORORWE IN EXTREME SALTED R CHEMICALLY EMPERANREA ED WINTER SNOW CONDmY AF INCLUDING TRANSPORTATION ON SALTED OR EPRITREATED ROADS WILL ADVERSELY AFFECT THE DURABILITY HE UNIFFORMIITY OF APPEARANCE. THE PRIMER* CORROSION RESISTANCDOES E OF ALOE FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER, MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDUNG, LOADING SHIPPING UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THECA METAL BUILDING MANUFACTURER. METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING. �3L0pFINIitS;7E:i1GT:�:6i>-p ETMRECT THEME N.RBUILDINC AND Ofl E'NRECO FOFMANCEOWI(H LUTFIESE 0 AWINGAPSa OSHA ERLY REQUIREMENTS. AND EITHER MSMA OR CSA S16 STANDARDS PERTAINING TO PROPER ERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER REI.AIEES FOR ORTS MUSTT ARE ETHE STEEL FRAMING, OR PARRY ASSEMBLAND INSTALLED ED THE STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTION OPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIFTS AND/OR JOIST) ME NOT DESIGNED DT ARREST WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINT FOR SPECUL INSPECTIONS AND TESTING THAT MAY BE RFAUIRED BY GOVERNMENTAL OR OTHER 'IN PEE'C�RONS J ARE CNOT TTTH ROENSPON$IBIILITYSOOFF THE PEMB MANU �R�ER,YAND TO THE EXTENT REQUIRED R SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR 7ryE OWNER'S REPRESENTITNE IN THE EVENT INSPECTIONS ARE REQUIRED, THE OWNER AND/OR THE OWNER'S REPRESENRRVE SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE TESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY, IF SUCH REQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN THE FEND MANUFACTURER'S SALES DOCUMENTS ND INSPECTIONS BY THE PEMB MANUFACTURER OR AT THE PEMB BY �VZ FACILITY SIMdi. BE MADE THE PENS MANUFACTURER'S FACILITIES ARE ,Ile.. a,IF B IS THE RESPONSIBILTIY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN THE ACCORDANCE ECIFI APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNTIED SATES. SEE THE RCSC N CANCAILON FOR CAN/CRAL JOINTS USING A325 DESIGN M90 BOLTS OR FOR PROJECTS IN INFORMATION* BEE THE CAN/GSA Sib LAMB STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (ICE, SNUG —TIGHT' OR 'FULLY—PREIENSIONED UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT REQUIREM �: IALL M90 BOLTS SHALL BE 'FULLY—PRENENSIONED'. B) ALL A325 SOUS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE 'SNUG —TIGHT', EXCEPT AS FOLLOWS: FULLY —PRETENSION' A325 BOLTS IF: a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. b BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION IMPACT, OR STRESS —REVERSALS ON THE CONNECTIONS. THE ENGINEER —OF —RECORD FOR THE SUP —CRITICAL (SC)' THAT REDUCE SURFACES ARE S�ION BEfiS (PUMLIMS CIRTSPo, OPENING FRAMINCLLEY.TUP� µ NSIO�N C� BEXRACCE6 FOR SECONDARY MEMBERS (PURtINS CIRfS, OPENING FRAAIINC, ETC.) AND FLANGE BRACE CONNECTIONS MAY ALWAYS BE ASNUG—TIGHT'. UNLESS INDICATED OTHERWISE IN THESE DRAWINGS4 BUILDING•- • PRIMER COLORS PRIMARY PRIMER COLOR: RED SEOONOARY PRIMER COLOR: RED ROOF SHEETING TYPE: CR GAUGE 25 FINISH: GaImIume Plus CUP TYPE N/A THERMAL BLOCKS: No EPS FOAM SPACER: No ROOF LINE TRIM, PAINTED: Polar White SP YES NOD DOWNSPOUTS PAINTED: Fox Ow SP GUTTERS PANTED: Polar White Be YESgJ( NOD INSULATION 3 INCH (NOT BY MBS) YES• NOX PIPE JACKS, SOL QUANTGY: YES• NOX RIDGE VENTS, 10'—O' LONG X 9' THROAT, QUANTITY: YES• NON ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SITES YES• NON COMPOSITE CFR DECK, TYPE N/A GAUGE FINISH: WALL SHEETING TYPEZI CW_ GAUGE 20 FINISH: Fox Ow SP CORNER TRIM, PAINTED: Fox Only SP BASE TRIM, PAINTED: Fax GrOY SP YEs 4 NOD WALKDOORS, QUANTITY(2) 3070KD PAINTED:Polar White SP YES• NOX WINDOWS, QUANTITY: PAINTED: YES( NOD INSULATION 3 INCH (NOT BY MRS) WALL FRAMED OPENINGS YES NOD FRAMED OPENING TRIM, PAINTED: Fox GraY SP SIZES: FSW: (1) 10'-0' x 14'-O' (4) 12'-0' x 14!we BSW: (1) 10'-0' x 14'-0' LE ., none REED none Bw1Dh YES• NOX LINER PANELS FRAMED OPENING TRIM, PAINTED: WALL' ME& GAUGE_ FINISH: WALL TRIM, PAINTED: CEILING: TYPE_ GAUGE_ FINISH: YES• NOX TRANSLUCENT PANELS WALL:_ ROOF:_ INSULATED PANELS? YES• NOD YES• NON SAVE EXTENSION PROJECTION: TYPE_ GAUGE_ FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: YES• NOX RAKE EXTENSION PROJECTION: TYPE_ GAUGE_ FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: YES• NOX CANOPY AT EAVE LINE ❑ BELOW EAVE ❑ PROJECTION: CLEAR UNDER CANOPY BEAM: ROOF PANEL TYPE _GAUGE FINISH: SOFFF PANEL' TYPE _GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: YES• NOX PARTITION WALLS WALL PANEL• TYPE _GAUGE, FINISH: TRIM PAINTED: WEB• NOX WAINSCOT WALL PANEL, TYPE GAUGE, FINISH: BASE TRIM PAINTED: JAMB TRIM PAINTED: TRANSITION TRIM PAINTED: • NOX MISCELLANEOUS ACCESSORIES WALL PANEL TYPE GAUGE, FINISH: BASE TRIM PAINTED: JAMB TRIM PANTED: YES• NON FASCIA - PROJECTION: TOP OF FASCIA HEIGHT: FACE PANE4 TYPE: _GAUGE, FINISH: CAP TRIM PAINTED: BACK PANEL TYPE:. _GAUGE, FINISH: BASE TRIM PAINTED: • CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: SOFFIT PANEL, TPE _GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER SOFFIT TRIM: YES• NOX PARAPET ❑ STRUCTURAL PARAPET ❑ NON—STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: BACK PANEL, TYPE: _GAUGE, FINISH: YES• Nogg CRANES (SEE CRANE PLAN FOR ADDITIONAL INFORMATION) YES• Nogg MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL INFORMATION) THE BUI GLK7ED __ ---- ------ - -- .. .— -----_._ _ BUILDINGSie INC. DESIGN CODE: Florida (F8C 2017) ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CUSS: U LIVE LOAD REDUCIBLE Yee GROUND NOW LOAD: 0.0 PSF SNOW EXP. FACTOR, Co: i.00 SNOW IMPORTANCE FACTOR, Is: 1900 WIND: 158 / 123 MPH YWCA / Dom C h C PRESSURES (PSF): IXPOSURE B UL 90 �J0 faeWele Real—ConsL No.151 :CMWe Roof w/ Translucent Panel—ConxL No.167 CFR Root—ConeL NoJI52 U CFR Roof w/ Tmnstuomn Panel—CaneL No.590 : Campoelk CFA Roof—GaneL No.552A :VR19 II Roof—ConeL No.332 . SEISMIC INFORMATION Ss:0.058 S1:0.030 Design Sds/Sdt: 0,062 / 0.048 Site Class: 0 Salami imp. Factor. 1.00 Seismic Design Category: A ADQIyBie Praasduan Equivalent Lateral Force Method Basic FITS Not Detailed for SeDrnk NOTES 1) COLLATERAL DEAD D,LOADS,W UNLESS IDED OTHERWISE NOTED, ARE ASSUMED Or BE W UNIFORMLY ObTURGE, 1. MIEN SUSPENDED FROM RA SYSTEM% II CONS, wW EOUIPNEM, SURGE, ETC., ARE EXCEED 50 FROM ROOF INS M 9. CONSULT THE M.&S. IT THESE CONOS (USING TADS EXCEED MOUNT POUNDS (USING THE WEB MOUNT DETAQ OR ?DO PW FIC (USING THE THAN MOUNT OENL). OR R' INOMDWL MENBOS ARE TOWED SIGNIFIGIMLY YORE THW OTF9R5. 2) THE DESIGN OF STRUCTURAL MOARTIS SUPPORTWO GRAVITY LO1D5 IS CONTROLLED BY THE LURE CRInCAL EFFECT OF ROOF LIVE LOW OR ROOF SNOW LOAD, AS DETEALeNEO BY THE APPLICABLE COOL J) Pm 5 BASI ON THE MINIMUM ROOF SNOW IOW ONUNILATED PER BUILDING CODE OR THE CONRLWf SPECIFIED SNOW LOAD, WHICHLVIB G GREATER. THIS VALUE, Pont IS ONLY APFIJED IN OMBINATON NON ME DEAD AND COUATENN. LOWS. ROOF SNOW IN OTHER LOWING CONDRIONS IS DETERMINED PER THE SPECIFIED BUILDING CODE BUILDING ROOF DEAD (PSF} 3 0 ROOF SNOW Pro PS : PRL COL P .0 WIND ENCLOSURE SEG COL : 1.0 G "%0518 SNOW Ct 1.0 SEISMIC R: 3.00 S Ow 00 SEISMIC CS • 0.010 ROOF SNON BAff SITAR KITS: 0.37 ERECTOR NOTE: ALTERNATE FASTENERS HAVE BEEN SUBSTITUTED ON THIS BUILDING, E THE H1041 FSTENELSNOS INDICATE AN H1040 WMI WASHERS HAVE BEEN SCPPUEDo FASTENER, WHERE THE DRAWINGS INDICATE AN H1060 TRIM FASTENER, H1081 FASTENERS WITH WASHERS HAVE BEEN SUPPLIED. V LL TIED PLATE MEMBERS ARE DESIGNED IN DRIFT LIMB' PROVIDED THATINTERIORWALLS, PARIRIONS, —OPENINGS ARE PRQ�ET) PROM THE RAND ANO WINO � Np BONS FOR SfRUCNRAL STET. THE p WINGS AND THE METAL BUILDING THEY REPRESENT ME THE PRODUCT OF THE CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN BORNE MISSILES 01' A ROTECTIVE COVERING. TES DESIGN OF STEEL STRUCTURES', AS METgLRjp�UILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER'S SEAL DESIGNED TO ACCOMMODATE THE SEISMIC STORY DILATES. _CONING IS NOT BY 'ED ON ETHER AWS 07.1 'SRUCET5 . PERTAIjjp ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERWS DESIGNED INFERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL T}iE MEAL BUILDING x ANO S PLIED BY THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL SYSTEMS NOT PROVIDED BY THE MEAL BUILDING MANUFPCiUPER' 'WELDED STEEL CONSTRUCNON (METAL ENGINE WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED 8Y MANUFACTURER SHALL BE DESIGNED AND DETAILED BY — COVERING THUS BE CAR /� x eS.'TA TED BUILDING CODE ABLE OF SUPPoRTING THE IN ACCORDANCE WITH AISI//AST 5100 OR THE MEAL BUILDING MANUFACTURER AND GOES NOT SERVE AS OR REPRESENT THE OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. DESIGN WIND PRESSURE FOR THE ELEMENT THAT IT ) IO�s'�AC SIGN OF COLD FORMED StEf1 PROlEO ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL PROTECTS AND BE IMPAGT RESISTANT, E SPECIFIED BUILDING OODE AFT)• OF APBRFUMTION9� BUILDING MANUFACTURER. ) LASED ON AWS Diz "STRUCTURAL WELDING TAB r ANCHOR MAX =MAXIMUM REO'D -REQUIRED ACCESSORIES BUILDING DOORS, WINDOWSs ET 4 NO BE DESIGNED B AS 9 DRAWING INDEX MELDED STEEL CONSTRUCTION (METAL ARC METALBUILDING CODE BS BOTH SIDES M.B. = MACHINE BOLTS REV. = REVISION COMPONENTS AND CLADDING' IN ACCORDANCE WITH THE 7 AS AC-472 ACCREDITED FOR DESIGN B.U.a BUILT—UP MRS = METAL BUILDING SUPPUER SIM SIMILAR SPECIFIC WIND PROVISIONS OF THE REFERENCES BUILDING C1 N5. FOR PROJECTS IN CpNADA DESIGN pU a DIAMETER TB = TO BE DETERMINED SL ®STEEL LINE CODE DISPLAYED ON THE COVER PACE OF THIS DRAWING COVERSNEEf IEB THAT ARE ALSO CAN/C84 ADBO AND � a FIANCE N/A m NOT APPLICABLE N.S. NEAR SIDE PACKET. ANCHOR BOLT DRAWINGS Ft. F2 �E= S F.S =FAR SIDE NO = NOT IN CONTRACT MIN - MINIMUM THEY ARE SUPPLIED AS A PANT OF THE gA, m GAUGE SLV = SHORT LEG VERTICAL TYP -TYPICAL FRAME) OPENINGS HAVE BEEN DESIGNED TO SUPPORT WIND § COLUMN BASE REACTIONS RI Bgg qxy ARE FABRICATED IN ACCORDANCE WITH H.S.B, = HIGH STRENGTH BOLTS DAL - OVERALL. LENGTH PL = PLATE LORD NORMAL TO THE WN.L BASE) ON THE STANDMD ig �&�1 F THE OSHA SAFETY STANDARDS FOR HT, = HEIGHT D.C. - ON CENTER BUILDING CODE CRITERIA FRAMED OPENINGS HAVE NOT STRUCTURAL/SHEETING DRAWINGS Ef — ER yE TO EXCEED THE ALLOWABLE BEARING LLV = TONG LEG VERTICAL U.N.O. = UNLESS NOTED OTHERWISE BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY Fa COMPRESSIVE STRENGTH OF J000 P.S.I. PEMB a PRE—ENGINEERED METAL BUILDING MANUFACTURER FARCES FROM THE DOOR. ANY CHANGE TO THE 11 14 ! j 77 =PRAT NARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS INFORMATION SHOWN HERE WILL REQUIRE AN ENGINEERING DETAILS x B ®Al1 INVESTIGATION AND POSSIBLE BUILDING REINFORCEMENT. i GENERAL NOTES: 1. MATERLe15 ASIM nE15CRIPTID STRUCTURAL STEEL PLATE A52B A572 A1011 HOT ROLLED MILL SHAPES A36 /A529 /A500 NHRECTEDS ANGULAR AB COLD FORM SHAPES A653 / A1011 ROOF AND WAIL SHEETINGA653 / A792 A375 / A325 / A490 CALLS RODS A529 / A572 YIdT[niTT;LT�YUILIa�:Gti{ SHOP C PRIMER IS INTENDED TO PROTECT THE STEED. FRAMING FORA SHORT PERIOD DF TIME STORAGE IN EXTREME COLD TEMPERATURES OR WINDER SNOW CONDITIONS, INCLUDING TRANSPORTATION AND ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THE DURABILITY AND LONGEVITYAPPEARANCE, OF THE PRIMER. THE ITY D SHOP PRIMER DOES NET PROVIDE THE UNIFORMITY OF AP OATTANCE, OR THE CURABILITY AND CORROSION ABRASIONS T OF A FIELD APPLIED FINISH COAT N PLANT OVER A SHOP PRIMER, MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED Bl' T THE RE, LOADING, SNIPPING, METAL BUILDING AND ERECTION RE UNAVOIDABLE AND ARE NOT THE S NOT RESPONSIBLE IB THE METAL BUILDING MANUFACTURER. METAL BUILDING MANUFACTURERNTHAMAY NOT RESPONSIBLE FOR THE AND ENVIRONMENTAL T THE PRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING, THE GENERAL CONTRACTOR AND OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY ERECT THE METAL BUILDING IN CONFORMANCE WTDS THESE DRAWINGS. OSHA REQUIREMENTS, AND EITHER S PORT OR CM Sib STANDARDS PERTANINO TO PROPER ERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACE FURNISHED AND CRIBBING OR OTHER ELEMENTS FOR ERECTION ARE C BE DETERMINED, MI N e OR AND INSTALLED ED THE ERECTOR. THESE SUPPORTS MUSE SECURE THE INEF3. FRAMING, OR PARRY WHICH THE STEEL RUUCTURE WAS AGAINST INADDITIONNTOE�9 RESULTING FROM F OM THE FOREREmCTIONTME OPERATION, SECONDARY WALL AND ROOF FRAMING (PURUNS, GIRTS AND/OR JOIST) ARE NOT DESIGNED TO FUNCTION AS A WORKING PLATFORM ORR TO PROVIDE AS AN ANCHORAGE POINT FOR A FALL ARREST /SAFETY TIE OFF. n SPECW. INSPECTIONS AND TESTING THAT MAY BE ftEOUIRED BY COVERNMEMAL OR OTHER *INSPECTIONS ARE CNOT TTTHE P6POND91 IBO TY OF THE PEEMS MANUFACTURER, AND TO THE EXTENT REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR 2E OWNER'S REPRESENTRNE IN THE EVENT INSPECTIONS ARE REQUIRED, THE OWNEJY PAID/OR THE OWNER'S REPRESENTITME SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE TEBRNG AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN THE PEMB MANUFACTURER'S SALES DOCUMENTS NO INSPECTIONS BY THE PEMB MANUFACTURER OR AT THE PEMB MANUFACTURER'S FACILITY STALL BE MADE THE PEMB MANUFACTURER'S FACILITIES ARE ACCREDITED BY VS AC472, R IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGMLATIONS, FOR PROJECTS IN THE UNITED STATES. SEE PROJECTS INPECI SEE THE CANICSA S161 LIMIT STATES DESIGN OF OSTEEL STRUCTURES FOR MORE INFORMATION. TMSNUO TIGHTa ORING ft�LLY REIENSIONED , UNLESSLA MAY BE USED TO NE REQUIRED BOLT EEB (LE, JURISDICTION OR CONTRACT REOUIREMM: p1 ALL A49D BOLTS SHALL BE 'FULLY-PRETENSIONED'. ALL PART 5 BOLTS PRIMARY Y-FPEENG 4RIGIIONO N�ES AND TS IF: SING) MAY BE 'SNUG-TGHr, EXCo) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. b BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION IMPACT, OR STRESS -REVERSALS ON THE CONNECTIONS. THE ENGINEER -OF -RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA FOR ISC-BASED CODES, -'HIE d) ANY CONNECTION OESIGNAIED IN THEE DRAWINGS AS 'A325-SC'. 'SUP -CRITICAL (SC)' CONNECTIONS MUST BE FREE OF PLANT, 014 OR OTHER IMTERWS THAT REDUCE FRICTION AT COMPLY SURFACES. GALVARIZED OR UCHRY-RUSTED SURFACES ARE SECONDARY MMEMBERS PURUNS GIDR73OLOPENINGLFRAMINGLLLYTCP.) AENOSIFIµCE 6. OR CONNECTIONS (PURUNS NUG- OPENING FRAMING, EfCJ ARD FLANGE BRACE CONNECTIONS MAY ALWAYS SE ti3 THESEiGH A UNLESS INDICTED OTHERWISE IN THESE DRAWINGS. AS BUILDING INFORMATION PRIMER COLORS PRIMARY PRIMER C000R:RED SECONDARY PRIMER COLOR:RED ROOF SHEETING TYPE OR GAUGE 26 FINISH: Calvolume Plus CUP TYPE N/A THERMAL BLOCKS: No EPS FOAM SPACER: No ROOF UNE TRIM, PAINTED: Polar White SP YESj� NOD DOWNSPOUTS PAINTED: Fox Cray SP GUTTERS PAINED: Polar White SP YES] NOD INSULATION 3 INCH (NOT BY MRS) YES❑ NOX PIPE JACKS, SIZE IIIIIIIQUAJIRTY:� YES❑ NON RIDGE VENTS, 10'-0' LONG X 9' THROAT. QUANTITY: YES❑ NOX ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES YES❑ NOX COMPOSRECFR DECK, TYPE 1,1,(A GAUGE FINISH: WALL SHEETING TYPE: ON GAUGE 26 FINISH: Fox Ow SP CORNER TRIM, PAINTED: FOX GFOV SP BASE TRIM, PAINTED: Fax Gmv SP YES ( NOD WALKDOORS, QUANTTIY:(2) 3070KD PNNIED:Polor White SP YES❑ NOX WINDOWS. OUANTRIn PANTED: YES I NOD INSULATION 3 INCH (NOT BY MBS) WALL FRAMED OPENINGS YES Q NOD FRAMED OPENING TRIM, PAINTED: Fox Ow SP SIZES: FSN: (1) 10'-0' x 14'-0' (4) 12'-0' x 14'-O' SSW: (1) 100-W x I ,,Ow HEW: none REWI none su1LnLN YES❑ NoX LINER PANELS FRAMED OPENING TRIM, PAINTED: WALL: TYPE_ GAUGE_ FINISH: WALL TRIM, PAINTED: CEIUNG: TYPE_ GAUGE_ FINISH: YES❑ NOR TRANSLUCENT PANELS WALL: ROOF:_ INSULATED PANELS? YES❑ NOD YES❑ Nod[ SAVE EXTENSION PROJECTION: TYPE_ GAUGE_ FINISH: SOFFIT TRIM AT BUILDING UNE PAINTED: - YES❑ NOX RAKE EXTENSION PROJECTION: TYPE_ GAUGE_ FINISH: SOFFIT TRIM AT BUILDING UNE PAINED: - YES I NOX CANOPY AT EAVE UNE ❑ BELOW SAVE ❑ PROJECTION: CLEAR UNDER CANOPY BEAM: ROOF PANEL, TYPE GAUGE, FINISH: _ SOFFIT PANEL' TYPE _GAUGE, FINISH: _ SOFFIT TRIM AT BUILDING UNE PAINTED: _ YEs❑ NOM PARTITION WALLS WALL PANEL, TYPE _GAUGE, FINISH: TRIM PAINTED: YES❑ NOIK WAINSCOT WALL PANEL, TYPE GAUGE, FINISH: RASE TRIM PAINTED: JAMB TRIM PAINED: TRANSITION TRIM PAINED: YES❑ NOX MISCELLANEOUS ACCESSORIES WALL PANEL, TYPE: _GAUGE, FINISH: BASE TRIM PAINTED: JAMB TRIM PAINED: YES❑ NOX FASCIA - PROJECTION: TOP OF FASCIA HEIGHT: FACE PANEL, TYPE: _GAUGE, FINISH: CAP TRIM PAINED: BACK PANEL TYPE: _G4I1GE, FINISH: BASE TRIM PAINED: ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: SOFFIT PANEL, TYPE _GAUGE, FINISH: SOFFIT TRIM AT BUILDING UNE PAINED: _ ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER SOFFIT TRIM: YES❑ NO$ PARAPET ❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: BACK PANEL, TYPE _GAUGE, FINISH: YES❑ NOX CRANES (SEE CRANE PLAN FOR ADDITIONAL INFORMATION) YES❑ NOS[ MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL INFORMATION) rFInED SEE! CONSTRUCTIGN (METH. ARC AB. =ANCHOR BOLTS NAX .MAXIMUM PED'D � REQUIRED BUILDING CODE 85 =BOTH SIDES M,S. =MACHINE BOLTS REV.. REVISION E IAS PC-472 ACCREDITED FOR DESIGN BU. =BUILT-UP MBB .METAL BUILDING SUPPLIER SIM =SIMILAR x5. FOR PROJECTS IN CANADA DESIGN OIA . DIAMETER TB = TO BE DEDENMINED SL = SEE! UNE TES THAT ARE ALSO CM)/CBA ABED ANO FUG .RANGE N A .NOT APPLICABLE ADS.. NEAR SIDE FS = FAR SIDE N C = NOT IN CONTRACT MIN = MINIMUM T, THEY ARE SUPPLIED AS A PART OF THE OA = GAUGE SLV = SHORT LEG VERTICAL TYP = TYPICAL ARE FABRICATED IN ACCORDANCE WITH HIS HIGH STRENGTH BOLTS DAL = OVERALL LENGTH PL = PLATE F THE OSHA SAFETY STANDARDS FOR .B.. HT. = HEIGHT O.C.. ON CENTER TO EXCEED THE ALLOWABLE BEARING LLV = PEMB LUNG LEG VERTICAL = PRE-ENGINEERED METAL U.N.O. = UNLESS NOTED OTHERWISE BUILDING MANUFACTURER COMPRESS VE STRENGTH OF 30D0 P.S.I. ?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS JFACTURER MUST BE DESIGNED AS NG'IN ACCORDANCE WITH THE OF THE ftEFEftENCED BUILDING COVER PAGE OF THIS DRAWING BUILDINGS, INC. DESIGN CODE: Fladda (FBC 2017) ROOF LNE LOAD: 20.00 PSF MBMA OCC. CLASS: 11 LIVE LOAD REDUCIBLE Yes GROUND NOW LOAD: 0.0 PSF SNOW EXP. FACTOR, CO: 1_DO SNOW IMPORTANCE FACTOR, Is: 1.00 WIND: 76B / 123 MPH C k C PRESSURES (PSF): 42 / o55 EXPOSURE: B UL BO NO Closets Roof -Carat. No, 161 ;Ckwok Roof w/ Translucent Panel -Cora! No.1e7 CFR Root-ConsL NaA52 ; OFF Roof W/ Translucent Panel -Caner No= Compoafte CFIR Roof -Cone! No.662A ;VR18 11 Roof -Cana! No.332 . SEISMIC INFORMATION S8:0.058 S1:0.030 Design Sda/Sd7: 0.062 / 0.048 Site Class: D Soiemlc Imp. Factor. 1.00 Seismic Design Category: A MD1YBIe EMOodLIre: Equivalent Lateral Force Method Raeic aFIRS : Not Detailed for Saimnic N0IE5 i) COIlNE1ML OFi.D III415. UNLESS OTHERWISE NOTED, S E ASSUMED TO BE W UMFDRYLY 06IUNM O. WHEN SUSPENDED SFROM ROOF SYSTEMS, LIGHONS LT TH mUIPMEM. CCE N IA D1 L ARE SUSPENDED FROM ROOF (USING TH $ CONSULT THE M.B.S IF iNESE CONCEN(UNm TAN" RANGE M eNT POUNDS (USING THE Wm MOUNT S ARE OR 2m PW FIC TUBING THE FIANCE HERS, DETAIL), OR IF INDIVIDUAL MEMBERS ME LONm MGNIFlCANR.Y MORE i1VN DRIERS. 2) 7NE DL4NIN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LWD9 IS CONINOUID BY THE 110RE CROIGL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DEIEAWfAD BY THE APPLICABLE CODE 3) Pm 6 BASED ON THE MINIMUM ROOF SNOW LOAD CAIDULATED PER BUILDING VIDE OR THE WNIIMCf SPEIFlm SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE, Pm, IS ONLY APPLIED IN muBIMMON WITH THE DEAD AND COBATETLIL LOADS. RDOF SNOWel OTHER IDADiNO CONDmONS IS DETERMINED PER THE SPECIFIED BUILDING CODE. •� BUILDING ROOF DEAD (PSF): ROOF SNOW Put PS I COL (PSI 1.0 WIND ENCLOSURE SEC. COL : 1.0 C :•aO018 SNOW Ct 1.0 SEISMIC R: 3.00 SNOW 1900 SEISMIC Ce: 0.010 SNOW BASE SHEAR KIPS: 0.37 ERECroR NOTE: ALTERRATE FASTENERS HAVE BEEN SUBSTITUTED ON THIS BUILDING, WHERE THE DRAWINGS INDICATE AN H1040 STRUCTURAL FASTENER, H1041 FASTENERS WITH WASHERS HAVE BEEN SUPPUED. WHERE THE DRAWINGS INDICATE AN H1060 TRIM FASTENER, H7081 FASTENERS WITH WASHERS HAVE BEEN SUPPUED, OPENINGS ARE PROTECTED FROM THE WIND AR0 WIND BORNE MISSILES BY A PROTECITVE COVERING. COVERING IS NOT BY THE METAL BUILDING MARUFPDRIRER. COVERING MUST BE CAPABLE OF SUPPORTING THE DESIGN WIND PRESSURE FOR THE ELEMENT TI41T IT PROTECTS AND BE IMPACT RESISTANT, DRAWING INDEX COVERSHEET Ci ANCHOR BOLT DRAWINGS F1, F2 COLUMN BASE REACTIONS Ri SRiUCTURAL/SHEEDNG DRAWINGS E7 - EB DETAILS N0. O U C n r 2 3 28'— 29'—Oo ANCHOR EIOLTppgSUMMARY — Qly U =W B'n5 TYP^ On) B'-0' 0'-0• 2'- 032 Entleall 3/4' F104 3,00 0 16 Fmma 3/4• F1554 3,00 w w ANCHOR BOLT PLAN X—Bracing^i /1 GENERAL NOTES ZN A T APa 1, THE SPECIFIED ANCHOR ROD DIAMETER '(? ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE, ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORM ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION •i •� DESIGN ENGINEER, ANCHOR ROD EMBED- MENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. 2, METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN, THE FOUNDATION DESIGN IS THE B 8 v B B RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH m rn LOCAL SITE CONDITIONS. 0 RUN y 9 3. ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AS WELL AS ALL CONCRETE/MASONRY EMBEDMENT a' °' PLATES ARE NOT BY METAL BUILDING e c c o ao MANUFACTURER* i I o. Q 4, THIS DRAWING IS NOT TO SCALE - m - - ° 5. FINISHED FLOOR ELEVATION 100'-0• = v = UNLESS NOTED OTHERWISE* m ar B. *SINGLE* CEE COLUMNS SHALL BE ORIENTED WITH THE *TOES" TOWARD THE C B IE4 €.°2 B C LOW EAVE UNLESS NOTED OTHERWISE 7, ANCHOR RODS ARE REQUIRED ONLY IN THE QUANTITIES SPECIFIED. BASEPLATES MAY .. BE FABRICATED WITH MORE HOLES THAN NEEDED FOR THIS PRDJECT. •1 .� 8. THE ANCHOR BOLT LOCATIONS PROVIDED BY METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE DESIGN OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER. PLEASE NOTE THAT THESE REQUIREMENTS C C MAY NOT SATISFY ALL ANCHOR BOLT ee A as CONCRETE EDGE DISTANCE REQUIREMENTS L. D DEPENDING ON THE DETAILS OF THE D FOUNDATION DESIGN. f BECAUSE FOUNDATION DESIGN IS NOT WTIN- IN THE METAL BUILDING MANUFACTURER'S SCOPE OF WORK, IT IS THE RESPONSIBIL- ONAL 0 OIQm 3/4• 414 �yL11/r//'' DESGNI GETHE FOUNDATIONTOMAKE e'-O' 28'-0' n TAY CERTAIN THAT SUFFICIENT CONCRETE EDGE ONO as r� BOLTS DISTANCE IN ITHE DETAILS OF THE S PROVIDED FOR EFOUGAR ANCHOR BOLT PLAN •�i noN DESIGN, NOTE N Sm PIQW O 1w0 w (ox) a tee° N,¢,, 84502 v * �ieA. w � •�^.� U Z J W h r3 lm ��m�o pw Q U Q Dia= 3/4' (mil Q" 9O rp�@ N _O O I 4„ „ EW 2° 1 —4 DETAIL A Dia= 3/4" 'Po so fors 7"'L 4"00 2" Ew 2" 2" See Plan DETAIL B Dia= 3/4" B„ N —1"— �' O I O N I 4" I oio 1— 4" 2,�2 10" SW See Plan DETAIL C Dia= 3 4 o Oi0 4„ I OIO —J 4„ 2„� 2, 10" sW See Plan DETAIL D FlNISH FLOOR u�ANCHOR BOLT ra {r TYPICAL COLUMN BASE PLATE DETAIL 2 ao o A oa U O O U CLR. OPENING VARIESOPENING�V�1�: (USE A2) _i/2" DIA EXPANSION 6OL PER COLUMN) carr DEPTH + 2" SECTION A FOUNDATION DESIGN NOTES: t. THE ORIENTATION OF 7HE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE NAY NOT COINCIDE PLEASE THE ACTUAL COLUMN ORIEMA(SW SHOWN ON THE ANCHOR BDLT DRAWING. PLEASE REFERENCE THE AILS WITH THE AND R BOLL PLAN STEEL LAY SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT OF COLUMN AND ANCHOR BOLT LOCATIONS. 2. COLUMN BASE PLATES MAY HAVE MORE HOLE THAN ARE REQUIRED DUE TO PRODUCTION UMRA710N5. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFlLLED PER THE MBS DESIGN SPECIFlCATIONS. ``��rt{I%�� tAMe ii. �� J��• GEf1� 0'� , * ; No. 84802 U z O LL � M LL Q Q I RIGID FRAME: A1ICIIOR 001T8 a wa0s It )&W SasspWidth Une Line QW D Letots ngth(InThick (in) 24 A 4 0,750 B.ODO 12.63 0.375 0.0 2• D 4 0,750 8,000 14,50 0,375 0.0 20 Frame lines: 2 3 Frm Une Cal Une Mc,�olt 0tY Ola Baee_Plate (In1 Width Length kk Elev. (in) 1 A 4 0,750 8.000 8.500 0.375 0.0 1 B 4 0,750 8,000 8,500 0,375 0.0 1 C 4 0,750 86000 8,500 0,375 0,0 1 D 4 0.750 81000 8,500 0,375 0.0 4 D 4 04750 8,000 8.500 0,375 DID 4 C 4 0,750 8,000 8,500 0.375 0.0 4 B 4 0.750 8,000 8.500 0,375 0.0 4 A 4 0.750 B4O00 8,500 0.375 0,0._ REACTIONS ill -Cal d: Reactione(a) -Wind-- Iemie- PagQel `Ih, Line Line Hors Vert Hars Vert Ktnd 1 B,C 7.9 7,8 02 0.2 D Tonslonol Bmcmgg Used 4 C,B 7.6 7.3 02 0.2 A 3,2 13.7 7.0 0.4 02 RIGID FRAME: Bw mim nF�D11ow (k ) Frame Column -----Oead-----Collateral- --... Uve------ Wlndleftl- -Wlnd.R htt- --Wlndlett2- Una Una Hodz Vert Hartz Vert Hertz Vert Hodz Vert Horiz Vert Hodz Vert 2• A 1.3 3.0 0.4 068 4.5 9,1 -15.1 -25,3 -3.0 -16.4 -13.2 -14.7 2• 0 -1.3 3A ,,0.4 Ole -4.5 942 268 -16.4 15,3 -25.3 0.9 -5.8 Frame Column -Wlnd.tigh- --WTndJ.ongI aft HOAiic' Regret ong Une Line Hodz Vert Horlz Vert Hertz HmlimTc� HmolonnicV T• A -1.1 5.8 -7.1 -25.0 -i.B ,18.7 -0.1 0.0 0.1 0.0 -0.1 1,0.1 Z• D 13.5 -14.7 1.7 -18.8 7.3 -25.0 -0.1 040 0.1 0.0 -0.1 0,1 2• Frame line: 2 3 ENDWALL COLUMN: SM c6ww 9EACRLONB a ) Wind Wind Wind End End Wind Wind Wind Sala Pnn Col Dead Collat Live LOR1 Rlghtt L&M Rlght2 Press Suet Longi Lang2 Left Une Una Vert Vert Vert Vert Vert Vert Vert Hors Hors Vert Vert Vert 7 A 0.4 0./ 1.9 ,,4,1 ,,2,6 -2.5 -100 -P.4 2,8 -4,7 -2.8 0,0 1 B 112 0.3 5.4 ,11.7 1,7.1 -8.1 -3.4 -4.0 5.3 -11.2 -8.9 0.0 1 C 112 0.3 5A -7A -11,2 ,,14 -8,1 -4,8 5.3 -B,9 -71.2 000 1 D 0.4 041 1.9 ,,2.6 -4.1 -1.0 -2.5 -2.4 2,8 -2.8 -4.7 0.0 4 D 0,4 041 1.9 -4Z -2.6 ,,2.6 -1.0 -2.4 2,8 -4.8 -2,9 0.0 4 C 142 0.3 5,8 -12.0 -7.2 -8.2 -3.4 -4.8 5.3 -11,5 -7.0 0.0 4 B 1.2 0.3 5,6 -7.2 -11,5 -3.4 -8.2 -4,S 5.3 -7,0 -11.5 0.0 4 A 0.4 0.1 1.9 -2.6 -4.3 -1.0 -2.6 -2.4 2.8 -2.9 1,4.8 0.0 Sale Sala Frm Col Right Long Vert V00 one Ana 1 B 000 0,0 1 C 0.0 0.0 1 D 0.0 0.0 4 D 0.0 0.0 4 C 0.0 0.0 4 B 0.0 0,0 4 A 040 0,0 tR�EACTIONSGAND THEOCORRESPON�DINCEVERDEC M (M (t� OR HRR120MALM(H) REACMTiONS(HME REPOR�'fED (� 2. REACTIONS ARE PROVIDED BY LOAD CASE IN ORDER TO AID THE FOUNDATION ENGINEER IN DETERMINING THE APPROPRIATE LOAD FACTORS AND COMBINATIONS TO BE USED WITH EITHER WORKING STRESS OR ULTIMATE STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION, 3. FARE GENEERA(EDUSING�THEBULRMATEI DESIGN WIND SPEED (y �OREO LOAD CASE REACTIONS DUE TO WIND 4. POSRNE (+) REACTIONS ARE AS SHOWN ABOVE, FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS, RACING 5 FROM THE BRACED BAY ANNS ARE IND THE VERTICOF AL CAL THEBRACE E(V) WITH ICTING HORIZONTAL REACTION (H) ACTING AWAY •• RIGID FRAME LOAD CASE ABBREVIATIONS: •• Wind_Li/Wlnd_Ri: LATERAL WIND FROM THE LEFT/RIGHT', CASE t Wind_L2I//Ind_R2: LATERAL WIND FROM THE LEF1 RIGHT, CASE 2 Wind_pLn�t/ nd.Lalarm : t LATERAL S13 WIND, CASE 1 2 E/S FsWUNB'_SL.E, IU� S ER �LON ITUDI AL WIND D �OW WRH IWMD FROM LEFT RIGHT FpPAT_LL pC/FgPAT_SL PARTIAL LIVE/SNOW LOADING FOR CONTINUOUS BEm SYSTEMS • ENDWALL COLUMN LOAD CASE ABBREVIATIONS: Callat: COLLATERN. LOAD Rafter Wlntl_L/Rafter Wlnd.R: LATERAL WIND FROM THE LEFTIRIGHT Bmcv WJnd_L/Brace WlndJi: LATERAL WIND FROM THE IEFt RIGHT Wlnd_P/Wind_S: LONGITUDINAL WIND PRESSURE/SUCTION ON COLUMNS Wind_Ln: le.R: LATERAL TERA WIND SUCTION FROM ROOT' Sgqele_L/Slete�_�R: UNB.ALL,,SEISMIC LOAD FROM LEFT W WITH EyPAT U. g/EEAPATBSL /:R�P UARTIAL VE/SNCWFLOADINGWFOR CONTINUOUS OM LEFT RIG�TEMS No. 84502 kmoor .� �: STATE OF ��W: 3 SPLICE PLATE & BOLT TABLE Qty Mark op Bat Int Type Dia Length Width Thick Length SP-1 4 4 0 A325 0.625 2.25 6" 5/821 2P-2 1/411 SP-2 4 4 0 A325 0.625 2.25 6" 3/8 1 —8 1z8II SP-3 4 4 0 A325 0.625 2.25 6" 5/8 " 2'-2 1 8" 12 MEMBER TABLE Web De th Web Plate Outside Flange Inside Flange Mark W x Thk x Length-- W x Thk x Length Start/End Thick Len th RF1-1 12.0 22.0 0.150 156.8 5 x 1 4 x 1 8.0 5 x 1 4 x 167.1 22.0/22.0 0.188 23.1 5 x 3/8" x 32.1 RF1-2 20.0/14.0 0.150 124.9 5 x 1/4 x 273.0 5 x 1/4" x 125.1 14.0/14.0 0.150 149.8 5 x 1/4 x 148.6 RF1-3 14.0/14.0 0.150 137.8 5 x 1/41' x 266.0 5 x 1/4 x 136.6 14.0/20.0 0.150 129.9 5 x 1 /4 x 130.0 RF1-4 29.0/29.0 0.188 23.1 6 x 1/4" x 39.1 6 x 1/4 x 168.1 29.0 14.0 0.150 167.4 6 x 1 4" x 188.0 FUTURE IXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDfnON. 3. RIGID FRAMES SHALL HAVE 5076 OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED, 4. INTERIOR COLUMN MErAL TAG IS. ORIENTED TOWARD THE LOW EAVE OF THE BUILDING, CJ Z 8 3 �m w .m .m .m M .m 1„ Q Q Q Q ()(��) (Gutter with 4 downepoula) ""� , 0 0 0 CONNECTIO PLATES FRAME LINE D ❑IO MARK PART 1 JC& 0 2 JCL01 � i7G\�11� ' ROD/CRDLE SIZES PER PARE PREFl% ARE: Roe— - s/e• ROD cw— - t/a• cABiE 3/4• ROD CAB— = S/8' CABIF RDD— - 7/B' ROD CAC— = i/2' GABLE RDE— t• ROD 1 1/80 ROD 1 t/4• ROD 2. ROD/CABLE BRACING TWIT OCCURS IN FWSH OR INSET CIRi C0N0R1ONS WILL REQUIRE FlELD SLQTiiNC OF GIRT WEBS TO ALLOW FOR BRACIN�G.p y 3. FRAMED OPENINGS WHICH VW�Rt#t;T% [ICIJJ.. REQUIRE FlELD CUTRNG DI, Alf/ P4LI!I 4. THIS DRAWING IS N`T� GEN��,��'�S(((�0 5A v ; C) tk : No. 84502 2 i+r : cr _ 3 gg M *-J J(41_ 1'J J/4' SIDEWALL FRAMING: FRAME LINE A q 3 2 1 (Gutter with 4 downspouts) 4 J e BFIF mo 5 6 0 0 8 S $ 3 rz g g Y 25 S g S t5 o g g o g ❑ CONNECTION PLATES FRAME LINE A L) I MARK PART 1 I JCA& O1 2 JCLO1 SIDEWALL GENERAL NOTES FRAMING PLAN ROD/CABLE SIZES PER PART PREFIX ARE: ROB- 8/8' ROD CAA- = 1/4' CABLE RDC- ROD CAB -CABLE ROD- 7/8' ROD CAC- = 1/2' CABLE RDE- = i' ROD RDF- = 1 1/8' ROD RDG- = 1 1/4' ROD 2 ROD/CABIF BRACING THAT OCCURS IN FLUSH OR INSET GIR( CONDITIONS WILL REQUIRE FIELD SMITING OF GIRT WEBS TO AiLOW FOR BRACING. LL 3. FRAMED OPENINGS WHICH ARE FIELDFjEJFy�o DLOCATED WI REQUIRE FIELD CUTTING Of CI `y0 `M10. Ie 4. THIS DRAWING IS NOT TO � ,r, ;1A!1190 �0�,ENS+c�;Dip * : No. 84502 STATE OF s 0 a W ❑ CONNECTION PLATES FRAME LINE A L) I MARK PART 1 I JCA& O1 2 JCLO1 SIDEWALL GENERAL NOTES FRAMING PLAN ROD/CABLE SIZES PER PART PREFIX ARE: ROB- 8/8' ROD CAA- = 1/4' CABLE RDC- ROD CAB -CABLE ROD- 7/8' ROD CAC- = 1/2' CABLE RDE- = i' ROD RDF- = 1 1/8' ROD RDG- = 1 1/4' ROD 2 ROD/CABIF BRACING THAT OCCURS IN FLUSH OR INSET GIR( CONDITIONS WILL REQUIRE FIELD SMITING OF GIRT WEBS TO AiLOW FOR BRACING. LL 3. FRAMED OPENINGS WHICH ARE FIELDFjEJFy�o DLOCATED WI REQUIRE FIELD CUTTING Of CI `y0 `M10. Ie 4. THIS DRAWING IS NOT TO � ,r, ;1A!1190 �0�,ENS+c�;Dip * : No. 84502 STATE OF s 0 a W 2 ROD/CABIF BRACING THAT OCCURS IN FLUSH OR INSET GIR( CONDITIONS WILL REQUIRE FIELD SMITING OF GIRT WEBS TO AiLOW FOR BRACING. LL 3. FRAMED OPENINGS WHICH ARE FIELDFjEJFy�o DLOCATED WI REQUIRE FIELD CUTTING Of CI `y0 `M10. Ie 4. THIS DRAWING IS NOT TO � ,r, ;1A!1190 �0�,ENS+c�;Dip * : No. 84502 STATE OF s 0 a W 0 a W 12 07 B C 17'-0" 17'-0" MARDI Q� MARD1 ER-1 t E 1 G-1 G-2 G- �I G 0° ®- u G- G-2 G- y --------- z---------� ----------� EC-1 EG—Z tcro tc-4 ENDWALL FRAMING: FRAME LINE 1 zt" 5 12 O m N N N N N N N N N N N N N N N / ENDWALL SHEETING &TRIM: FRAME LINE t rArms: 2e Qa. Cw -Fox cmy SP BOLT TABLE FRAME LINE 1 LOCATION UAN TYPE DIA LENGTH ER-1 ER-1 4 A325 1 2 2 Columns Raf 6 A325 1 22" FLANGE BRACE TABLE FRAME LINE 1 ID SIDES MARK CLIP 1 1 FBEO1 CONNECTION PLATES FRAME LINE 1 ❑ID MARK PART 1 NCRO3 This endwall framing is not designed for future expansion ENDWALL FRAMING PLAN GENERAL NOTES ROD/CABLE SIZES PER PART PREFIX ARE: ROD 5/8" ROD CABLE CAA- = 1/4" CABLE 3/4" ROD CAB- = 3/8" CABLE 7/8" ROD CAC- = 1/2" CABLE 1" ROD RDF- t 1/8" ROD 1 1/4" ROD 2. R00/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDf110N5 WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. 3. FRAMED OPENINGS WHICH ARE REQUIRE FIELD CUTTING OF GI 4. THIS DRAWING IS NOT TO ty. ; No. Fs45OL FATE QE 0 w MARO7 moo_, G— _ — G—i -� �- G-1 e EC-7 ec-2 tcro CG-9 ENDWALL FRAMING: FRAME LINE 4 ,z 0 0 0 0 p0p 0 0 In N n O Om N N N N N N N tV H N N N N N N m ENDWALL SHEETING &TRIM: FRAME LINE 4 PANELS: 28 Qa. OW -Fox Qroy SP \_ \_ BOLT TABLE t arm FRAME LINE 4 LOCATION OUAN TYPE DIA LENGTH ER-1 ER-1 4 A325 1 2 2 Columns Rof 6 A325 1 2" 2" Ld FLANGE FRAME#LINE BRACE TABLE 4 ID SIDES MARK CLIP 1 1 FBE01 CONNECTION PLATES FRAME LINE 4 ❑ID MARK PART 1 NCR03 This endwali framing is not designed for future expansion ENDWALL FRAMING PLAN GENERAL NOTES 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: ROD CABLE RDB- 5/8" ROD CAA- = 1/4' CABLE RDC- 3/4" ROD CAB- = 3/8" CABLE RDD- 7/8" ROD CAC- = 1/2" CABLE 1" ROD RDF- 1 1/8" ROD 1 1/4" ROD 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. 4. THIS DRAWING tS NOT TO SCALE. �I U Z 7�