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HomeMy WebLinkAboutBUILDING LOADI, ' 7 r.. Uca. RUILD/ND sYsrffms A DIVISION. OF NUCOR CORPORATION PROJECT NUMBER: S4JO14M PROJECT NAME: CLASSIC TRUSS PROJECT LACAUM: FORT PIERCE, Fig. COUNTY: STUNT LUCIE CUSTOMER: STEEL BUILDING SERVICES, INC. STUAR'T. FL NOTES MD SPECIFlCAI IONS PRIMARY AND SECONDARY STEEL PRIMER COLOR: RED YE BUILDING ERECTION NOTES ROOF SHEETING, TYPE: CLASSIC ` 26 GAGE, FINISH: GALVALUME 1) THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO CFR CLIP TYPE: ®N/A ❑TALL ❑SHORT ❑FIXED ❑FLOATING SAFELY AND PROPERLY ERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WI7H THESE DRAWINGS, OSHA REQUIREMENTS, AND MBMA STANDARDS PERTAINING TO PROPER ERECTION. THIS INCLUDES, CFR THERMAL BLOCKS: ❑YES ®NO CFR EPS FOAM SPACER: ❑YES ®NO BUT IS NOT LIMITED TO. THE CORRECT USE OF TEMPORARY GUYS AND BRACING WHERE NEEDED FOR SQUARING. PLUMBING. AND SECURING SEAMING METHOD FOR CFR ONLY): ❑"ROLL LOCK"TM THE 5TRUCTURAL AND SECONDARY FRAMING. SECONDARY WALL FRAMING MEMBERS (GIRT$ OR BAR JOISTS) ARE NOT DESIGNED TO FUNCTION AS REFER TO THE DE7NL PAGES FOR P 7M " OWER LOCK" A WORK PLATFORM OR PROVIDE SAFETY TIE OFF ATTACHMENT IN ADDITIONAL SEWING INFORMATION ❑" TM POWER LOCK PLUS" ACCORDANCE WITH OSHA REQUIREMENTS. SECONDARY ROOF FRAMING MEMBERS (PURLINS OR BAR JOISTS) ARE NOT DESIGNED TO PROVIDE COMPOSITE CFR DECK, TYPE: NONE GAGE, FINISH: SAFETY TIE OFF ATTACHMENT IN ACCORDANCE WITH OSHA REQUIREMENTS. _ 2) ALL HIGH STRENGTH BOLTS ARE TYPE A325 AND ARE TO BE FULLY ROOF DECK ONLY, TYPE: NONE _ GAGE, FINISH: TIGHTENED BY AN ACCEPTABLE METHOD, SUCH AS TURN OF THE NUT" METHOD, UNLESS NOTED OTHERWISE. BOLTS IN STANDARD HOLES DO NOTE: GUTTER HANYiERS AND CINCH STRAPS ROOF LINE TRIM, PAINTED: POLAR WHITE PROVIDED IN GALVANIZED COLOR ONLY. NOT REQUIRE THE USE OF WASHERS, PER ASTM A325, SECTION 5(8). EXTERIOR WALL SHEETING, TYPE: NONE GAGE, FINISH: 3) ALL A307 MACHINE BOLTS ARE TO BE BROUGHT TO A "SNUG TIGHT' CONDITION TO ENSURE THAT THE MATERIALS IN THE JOINT EXTERIOR WALL CORNER TRIM FINISH: N/A. ❑ ARE BROUGHT INTO GOOD CONTACT WITH EACH OTHER. 4) WASHERS ARE REQUIRED AT ALL SLOTTED CONNECTIONS EXTERIOR BASE TRIM, PAINTED: N/A -AT HOLE TO SLOT CONNECTION. ONE WASHER IS REQUIRED ON THE SLOTTED SIDE. FRAMED OPENING TRIM, PAINTED: N/A -AT SLOT TO SLOT CONNECTIONS, TWO WASHERS ARE REQUIRED. ONE ON EACH SIDE Or. THE CONNECTION. FRAMED OPENING COVER TRIM, PAINTED: N/A 5) THE METAL BUILDING SUPPLIER SHALL BE NOTIFIED PRIOR TO ANY FIELD MODIFICATIONS. MODIFICATIONS SHALL BE APPROVED BY WALL. FRAMED OPENING, SIZES: NONE 2 THE METAL BUILDING SUPPLIER BEFORE WORK IS UNDERTAKEN. 6) ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS SPECIFICATIONS. WELD INTERIOR WALL SHEETING, TYPE: NONE ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI STEEL AND LOW HYDROGEN CONTENT. INTERIOR CEILING LINER, TYPE: NONE r---- I�COMMON ABBREVIATIONS: o) TYP LINO CAL UNLESS NOTED OTHERWISE 1) SIM.-StMIAR INTERIOR WALL TRIM, PAINTED: NONE b c SLV-SHORT LEG VERTICAL LLV-LONG LEG VERTICAL If NIC-NOT IN CONTRACT h SL-STEEL LINE YES NO a NS & FS-NEAR SIDE AND FAR SIDE i) N/A -NOT APPLICABLE GAGE, FINISH: GAGE, FINISH: e O.AL.-OVERALL LENGTH O MBS-METAL BUILDING SUPPLIER ® ❑ GUTTER AND DOWNSPOUTS, DOWNSPOUTS PAINTED: POLAR WHITE 8) CONSTRUCTION LOADS SFALLL NOT BE PLACED ON ANY STRUCTURAL STEEL FRAMEWORK UNLESS SUCH FRAMEWORK IS SAFELY BOLTED. WELDED, OR OTHERWISE ❑ WALKDOORS, QUANTITY: PAINTED: ADEQUATELY SECURED. ❑ X WINDOWS: PAINTED: BUILDING SUPPLIER. 10) PURLINS MAY ONLY BE USED AS A WALKING/WORKING SURFACE WHEN INSTALLING SAFETY SYSTEMS. AFTER ALL PERMANENT BRIDGING HAS BEEN INSTALLED AND FALL PROTECTION IS PROVIDED. 11) CONSTRUCTION LOADS MAY BE PLACED ONLY WITHIN A ZONE THAT IS WITHIN 8 FEET OF THE CENTER -LIKE OF THE PRIMARY SUPPORT MEMBER. CFR BUNDLES SHOULD BE PLACED DIRECTLY OVER THE RIGID FRAMES. GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCE WITH THE AISC 'SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS' ALLOWABLE STRESS DESIGN, NINTH EDITION. 2. ALL WELDING OF STRUCTURAL STEEL IS. BASED ON AWS Dl.l 'STRUCTURAL WELDING CODE'. LATEST EDITION. 3. ALL COLD FORMEDMEMBERS ARE DESIGNED IN ACCORDANCE WITH AISI 'SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS', LATESTEDITION. 4. ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 "STRUCTURAL WELDING CODE -. SHEET STEEL'. LATEST EDITION. 5. IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMS -ENGINEERED, METAL BUILDING AND ARE FABRICATED IN .. ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 AF THE OSHA SAFETY STANDARD FOR STEEL ERECTION,' DATED JANUARY 18, 2001. 6, MATERIAL SPECIFICATIONS: PLATE AND FLANGE MATERIAL: 5"-12' WIDE & THRU I" THICK_A529, GRADE 55 ' OTHERS A36 - BUILT-UP STRUCTURAL WEB MATERIAL _ A1011 SS (OR HSLAS CLI) GR 55 HOT -ROLLED STRUCTURAL A36 OR A572 GRADE. 50 STRUCTURAL TUBE A500 GRADE B (46 KSI) STRUCTURAL PIPE A500 GRADE 8 (42 KSI) COLD -FORMED STRUCTURAL A1011 SS (OR HSLAS CLI) GR 55 ' RPS ROOF PANELS - A792 GRADE 80 STANDING SEW ROOF PANELS A792 GRADE 50. CLASS 1 R-PANEL AND A -PANEL SIDING A653 GRADE 50. CLASS 1 OR A792 GRADE 50. CLASS 1 ROO BRACING A36 CABLE BRACING A475 COATING CLASS A. GRADE EHS. 7-WIRE WELDS AWS 01.1 LATEST EDITION HIGH -STRENGTH BOLTS A-325 TYPE I HEAVY HEX OR A490 TYPE 1 HEAVY HEX MACHINE BOLTS A-307 GRADE A HEX ® ❑ INSULATION (NOT BY MBS), ROOF: 4" BATT WALLS: NONE ❑ m CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) ❑ m MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE -INFO) ❑ m WALL TRANSLUCENT PANELS, LENGTH: OUANTITY: ❑ m ROOF TRANSLUCENT PANELS, LENGTH: - QUANTITY: INSULATED PANELS YES ❑ NO ❑ ❑ N PIPE JACKS, SIZE: QUANTITY: ❑ m ROOF FRAMED OPENINGS, SEE ROOF FRAMING .PLAN FOR SIZES ❑ N ROOF CURBS (BY MBS), SEE ROOF FRAMING PLAN FOR SIZES ❑ N RIDGE VENTS, 10'-0" LONG X ❑'12"❑ 9"THROAT. QUANTITY: SINGLE UNITS ❑. CONTINUOUS UNITS ❑ E. ® FASCIA, PROJECTION: TOP OF FASCIA HEIGHT: FACE PANEL, TYPE: _ GAGE, FINISH: BACK PANEL. TYPE: _ GAGE, FINISH: CAP TRIM PAINTED: BASE TRIM PAINTED: ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: SOFFIT PANEL. TYPE: GAGE. FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER FASCIA: PARAPET SYSTEM []STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: I BACKER PANEL, TYPE: _ GAGE. FINISH: ❑ CANOPY (EXPOSED BEAM), PROJECTION: 16 Ft. AT SAVE LINE ® BELOW EAVE ❑ ROOF PANEL. TYPE: CLASSIC 26 GAGE, FINISH: GALVALUME SOFFIT PANEL, TYPE:NONE 0 GAGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: N/A CLEAR UNDER CANOPY BEAM: N/A ® BOXED -OUT CANOPY, PROJECTION: ❑ AT SAVE LINE ❑ BELOW EAVE ROOF PANEL, TYPE: GAGE. FINISH: FACE PANEL, TYPE: -GAGE. FINISH: SOFFIT PANEL, TYPE: _ GAGE, FINISH: CLEAR UNDER SOFFIT: BASE TRIM PAINTED: ❑ N EAVE EXTENSION (CONCEALED BEAM), PROJECTION: SOFFIT PANEL, TYPE: _ GAGE. FINISH: • SOFFIT TRIM AT BUILDING LINE PAINTED: ❑ ® RAKE EXTENSION, PROJECTION: SOFFIT PANEL. TYPE: _GAGE. FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: ❑- ® PARTITION WALL SHEETING ' PANEL TYPE: -GAGE. FINISH: PARTITION WALL TRIM COLOR: .,e". FOR PERMIT USE ONLY THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS CAN BE MA?IiE PROJECT FROM LL REMOVE FROM THE SCHEDULE MBMR M E M B E R BUILDING END USE: 3A DESIGN CODE. . . , _ , . FBC 2001 MBMA OCCUPANCY CLASSIFICATION, • II-96 ROOF DEAD LOAD. 2.5 PSF PRIMARY STRUCTURAL NOT INCLUDED COLLATERAL DEAD LOAD -PRIMARY 5.0 PSF -SECONDARY 5.0 PSF ROOF LIVE LOAD 20.0 PSF N REDUCIBLE AS PER CODE ❑ NOT REDUCIBLE ROOF SNOW LOAD, 0.0 PSF Ce = 0.900 GROUND SNOW 0.0 PSF Ct = 1.00 CS = 1.00 SNOW IMPORTANCE FACTOR, Is: 1.00 WIND 130 mph EXPOSURE B WIND IMPORTANCE F/,CTOR, IW: 1.00 UL 90 ❑ YES N NO Classic Roof-Const. No. 161 . CFR Roof-Consl. No. 590 Classic Roof w/ Translucent Panel-Const. No. 167 CFR Roof w/ Translucent Panel-Const. No. 590 SEISMIC ZONE • -- -- SEISMIC PERFORMANCE CATEGORY SEISMIC HAZARD EXPOSURE -GROUP -- NOTES: 1) COLLATERAL DEAD LOADS. UNLESS OTHERWISE NOTED. ARE ASSUMED 70 •, BE UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, UGHTING, HVAC EQUIPMENT. CEILINGS. ETC.. ARE SUSPENDED FROM ROOF MEMBERS, CONSULT THE M.B.S. IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS. OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS, 2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD. AS DETERMINED BY THE APPLICABLE CODE. FO 0 v L Cm (Cm O QIzpO N • LCn rn I Cv w Cal 00 1 = Q0 00 _ In C.0 QA �o U^LO i.!C-4 Or7 �W�o V=�Co W (:D Cn CL]Cn_ L� La U Z N LJ (n Z Z Q Ld U m LL V) a -J g w U V) vl S4J0148A ^ / WITH T E BUILDING IN A �+ - L��*{j=1 P 1�: 1 o f 1 U�JT �•�P ( M) (H9600) ®.T�YA♦ hq h1CO I{�iSPECI'IOiI, -�. _. -A c (H9420) - ❑ WALL SHEETING H9430 ` APR 0 ❑ JOIST BRIDGING PACKET ucr (SENT SEPARATELY BY JOIST MANUFACTURER) 6~� l „,;, DRAWING INDEX ��-0 COVERSHEET C1 A/BOLT DWGS F1. F2' COLUMN BASE REACTIONS RI-R (SEPARATE 8 1/2" X 11' SUBMITTAL) THIS SEAL PERTAINS ONLY TO THE \y^ TM' (`�(1(""j'jsp STRUCTURAL SHEETING DRAWINGS 1, MATERIALS DESIGNED AND`SUPPLIEI ra'J! �" / E E2. E3. E4, E5. E6. E7. EB BY NUCOR BUILDING SYSTEMS. A ••� DIMSION OF NUCOR CORPORATION. 71THE DWINGS AND I tf �� METAL BUILDING WHICH THEYTHE REPRESENT l I -1 T i uaDE T5Y5TEMS.UCT R O NUCOR E `' I ",� \'"I- �'' '� • DETAILS Ot D2 PROFESSIONAL ENGINEER WHOSE lf,��.l•,e l j1 SEAL APPEARS ON THESE DRAWING'. IS EMPLOYED BY NUCOR BUILDING 0 STEEL LINE t 2.9 4 1 T Q 300'-0" T 10 it 72 z 48'-B" 27'-8" 223'-8" w rn 25'-0" 23'-8" 0 0 23'-B" 25'-0" 25'-0" 25'-0"' 25'-0" 25'-0" A O O O O u0 w O Lr 0 O © O © O O O O O O O O O O rI I I I m I I I I I J Of 0 = In I Z O 0 I I I I I I Ev" r O I I z 0 Q 0 I O W I I O 00 O vT I $) c0 O O O I - I I I O F I 0: J w C) O a I I I I I . OOi MOj m I O W W Oa I I I I �� I 00� I I I I I I O I I 0 I U 0 Li I U9T � 0 OI I D o I 3 0Of I I I I c I I I I I L. 00 C E O O O I O _- I �O I O I I O �O I *O II TO II tO II iO O ANCHOR BOLT PLAN GENERAL NOTES 1. THE SPECIFIED ANCHOR BOLT SIZE ASSUMES A36 THREADED ROD MATERIAL FOR BOLTS. EQUAL DIAMETER A307 BOLTS MAY BE USED IN PLACE OF THREADED ROD. ANCHOR BOLT EMBEDMENT LENGTH IS TO BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. - - 2. NUCOR BUILDING SYSTEMS 15 NOT RESPONSIBLE FOR FOUNDATION DESIGN. THE FOUNDATION DESIGN SHALL BE DONE BY A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH LOCAL SITE CONDITIONS. 3. ALL ANCHOR BOLTS, FLAT WASHERS FOR ANCHOR BOLTS, EXPANSION BOLTS, AND ALL CONCRETE/MASONRY EMBEDS ARE NOT BY NUCOR BUILDING SYSTEMS. 4. THIS DRAWING IS NOT TO SCALE. 5. FINISHED FLOOR ELEVATION 100'-0" 6. "SINGLE" CEE COLUMNS SHOULD BE ORIENTED WITH THE "TOES" TOWARD THE LOW EAVE UNLESS SHOWN OTHERWISE. - CROSS BRACING BOTTOM OF BASEPLATE ELEV. =. 100'-0" AT FINISHED FLOOR FOR PERMIT USE ONLY THIS 1S NOT AN.APPROVAL SET. NO CHANGES OR REVISIONS CAN BE MADE ANY. REQUEST FOR CHANGE WILL REMOVE THE PROJECT FROM THE SCHEDULE 10 11 12 13 ANCHOR BOLT SCHEDULE QUANTITY SIZE PROJECTION 40 3/4" 3" FROM BOTTOM OF BASE PLATE N/A 1" 3" FROM BOTTOM OF BASE PLATE 132 1 1/4" 3" FROM BOTTOM OF BASE PLATE 0 I n 00 2004 THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS NOT ONLY INDICATE WHERE THE ANCHOR BOLTS ARE TO BE PLACED, BUT ALSO THE FOOTPRINT OF THE NUCOR BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED. IN THE EVENT THAT THE NUCOR SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, NUCOR MUST BE CONTACTED IMMEDIATELY, BEFORE CONCRETE IS PLACED. -, -. t:S"ltZI U7 Ji B O u z 0 U 0 a L a 0 O C O �:p Wp0 N N ° 41v rn I, N o w N 00 I 1� I C=) O r) 000 O (n O Z �u S W ' >< (D Q a C D = L� L.CD to Z 0 p w U u m 4 W = N a J W ~ g �oW< U o ti U JOB NUMBER: S4JO148A. HEET F1 of 2 I THIS SEAL PERTAINS ONLY TO THE MATERIALS DESIGNED AND SUPPLIED BY NUCOR BUILDING SYSTEMS. A DIVISION OF NUCOR CORPORATION. ER 1 EO R B T SI PRO AND 1 9" 9" 9" -1 n" .. .. 1 1� I 1� 1 .. .. 1 �1 1 �• '1 :- : �1 1 1 1 1 C: CD 1 .4) 3/4- 0 A307 ANCHOR 1 ANCHORBOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJEC ION 1 ANCHOR i• 1 •• 1 PROJECTION BOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJECT ION O I v v .• I C3 m w U N N 2 O OR ON O W IL U `n. Y I� O 0 ui p O r- Z Lp " CN I N E~r> rn N 00 COLUMN : i = CO 00 LC) Cc FINISH a O in FLOOR D Ic"J O r-) CD _QOO W /< �_ �• .,.. ' o�' ANCHOR BOLT •Oi XO cn � CD LQ BusTx euaex look C BPFFNG G (6) t 1/4' 0 A307 ANCHOR u (6) 1 1/4' 0 A307 ANCHOR I (a) 3/4" 0 A307 ANCHOR (4) 3/4' 0 A307 ANCHOR BOLTS WITH A 3" PROJECTION I I BOLTS WITH A 3" PROJECTION J BOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJECTION TYPICAL COLUMN BASE PLATE DETAIL FORjEj ERMIT USE ONE' THIS IS NOAPPROVAL SET NO CHANGES OR REVISIO CAN 6E M ANY REQUEST FOR CHANGE WILL REMOV PROJECT FROM THE 9CHEDUL£ U z N LLJ LLJ N (N z D p La D m4 Of i Ln J 0- g � oWa a U ;(nIn U JOB NUMBER; S4JO148A .. . SHEET NO: . F2 of 2 MAMElp APR 0 12004 �y J U t ( :I_l. 1�.;` THIS SEAL PERTAIN$ ONLIGNED ANDY TO THE SUPPLIAD NBYR BUILDINGSYSTEMS. ��'•"'�iR N.'.., ) 'I' DIVISION AW NUCOR CORPORATION. THE DRAWINGS AND THE METAL r 7 I i.?aZI50:4"S �K LJn BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR UILOING�SYSTEMS. u^THE REGISTERE ooncc einu�i .iurro �uuncr W J w N W , m J m 0 I n 3 I c (10) FBC-- FLANGE BRACE REO'D THIS 0 o ENDWALL m n ON I SEE SHEET E2 FOR DETAILS PURLIN CLIP TYPE U.N.O. CLIP 6 u I.N.O. 6) MK. PBZ v Zll `OS PURLINS ET HIS BAY U.N.O. I I PURLIN CLIP TYPE U.N.O. W PURLIN CLIP PURLIN CLIP TYPE U.N.O. TYPE U.N.O. 0. Z Z J K 0: -a a N N Ty Ty 0 0 0 0 I I I I 2 Z � W w PURLIN CLIP TYPE U.N.O. W PURLIN CLIP TYPE U.N.O. W PURLIN CLIP W TYPE U.N.O. PURLIN .CLIP W TYPE U.N.O. PURLIN CLIP TYPE U.N.O. W PURLIN CLIP TYPE U.N.O. x 3 a J gd J W Z N = Z J K PURLIN CLIP a O: 0. K 0. m 0. J ix 4 o TYPE U.N.O. a U N SIT N N d N N N N d d Z J =1 O N O O 7 O O n p J I I I I I ET I I N h W _a N N ^ y Z W 0 o E2 E2 o z m �. I I I iO pW J m W d 3z�8 a - - - - - - In a p , O 0 w O O .— O�NN r E~n rn I CAI 4 , CN Co I S CO 00 In C0 I Ln � C �� �v Pu .eT ver P� _ D W m I o co CK:) ' 0 (n z U Lil : o,��zx O ¢ CD cn FLANGE n , BRACE REO'D THIS _ O CZ ENDWALL Poi rET HI I D U o Z ax E J W6(nETfNJ 0GjLn Z PURLIN LAPPURLIN LAPa J [ETYPE U.N.O. TYPE U.N.O. 7 ]PURLIN CLIP PURLIN CLIP U u m _J E2 N W J N � .g � W < 22) AK. PBZ 22 MK. PBZ 22 MK. PBZ 22 MK. PBZ 22) NK. PBZ 22 MK. P82 22 UK. PBZ 30 MK. PBZ JO) MK. PBZ 30 MK. PBZ 30 MK. PBZ JO) UK. P82 H 0. Z086 PURLIN$ Z086 PURLINS Z071 PURLINS Z071 PURLINS Z071 PURLIN$ Z076 PURLINS Z071 PURLINS Z071 PURLIN$ Z071 PURLINS Z071 PURLINS Z071 PURLINS ZOB6 PURLINS a U 0O u (n OI HI$ BAY U.N.O. HIS BAY U.N. HIS BAY U.N.O. HIS BAY U.N.O. HIS BAY U.N.O. HIS DAY U.N.O. HIS BAY U.N.O. IS BAY U.N.O. HIS BAY U.N.O. HI$ BAY U.N.O. HIS BAY U.N.O. HI$ BAY U.N.O. (2) ROWS REO'D (2) ROWS REO-D (2) ROWS REO'D (2) ROWS REO'D (2) ROWS REO'D (2) ROWS REO'D (2) ROWS REO'D (2) ROWS RE0�0 (T) ROWS REO'D (2) ROWS REO�D (2) ROWS REO'D PURLIN BRACING JOB NUMBER: (2) ROWS REO'D REOUIREMENTS 25'-0' 25'-0' 25*-0- 25'-0 25'-0' 25'-0' 25'-O' 25'-0- 25'-0' 25'-0' 25'-0' 25'-0' FOR. SHEET 2 S4JO48A IE J00'-0' - - STEEL LINE SHEET NO.' . AE 1' of ROOF FRAMING PLAN APR 012004 R PERMIT USE ONLY 1) PURLIN AND EAVE STRUT CONNECTION BOLT REQUIREMEN A307 AND A325 BOLTS ARE BOTH USED REFER T IS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS THE DETAILS FOR SPECIFIC USAGE REQUIREMENTS. BE MADE. THE PROJECTANYREQEpS/T�FORJE SCHA�NGEWIL-LREMOVE UFROM TILCHEDULE 2) FBC__/FBE INDICATES FLANGE BRACING. �(;: ll;) � ;, ri;, 4'., THIS GNL'( TO THE MATE SEAL PERTAINS IAD 3) SEE SHEET E4 & E5 FOR MAIN FRAME FLANGE BRACING. , �; ;y RitV `� i` i, ii,, '., !I f NUCOR BUILDING SYSTEMS. DIVISIONAW NUCOR CORPORATION THE DRAWINGS THE 4) (V) INDICATES A (8Z 105) UP SLOPE PURLIN STRUT. SEE D2 FOR DETAIL. `C 'J" in .. ,� 3_J `f:",w',i111 \�i^H�,. j),'�,.i.. .�1 '.. AND METAL BUILDING Wl ICH THEY REPRESENT ARE THE PRODUCT OF NUCOR UILOING SYSTEMS THE RECISTEREi I-.111 _v �..� t 1' li`i I "`1 11.]r ( �r„ j,'.i'�v: �i u) PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS __"_1�, �'�,� IS EMPLOYED BY NUCOR BUILDING SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NO T NTR AS SUCH BOLTS REQ'D ONLY AS SHOWN, BOLTS REO'D ONLY AS SHOWN, FASTENER AT EACH NOT O ALL HOLES. NOT O ALL HOLES. SUPPORT. o USE M1020 AT PURLINS F 'o !y'`• ��£" `PURLIN, & EAVE STRUTS. Qo j? EAVE STRUT. USE Ht070 AT JOISTS. it OR JOIST �¢A. iI COLUMN COLUMN �! rQ. CAP PL. r I ,I',. CAP PL. RAKE ANGLE y tti IN MK. MARDI FLANGE/ 0 u }• 3• CAP PL. . A I z'RIONOEF I I }• 0� v, -v r- PONE. ;o i F �4 ERECTOR NOTE: ERECTOR NOTE: i CLIP IS SHOP WELDED _ CLIP IS SHOP WELDED IN PLACE "`t IN PLACE - ERECTOR NOTE: PURLINS SECTION A 1! SECTION "A" CLIP IS SHOP WELDED Z IN PLACE RAFTER FLANGE/ - m WELDED CUP 1 WELDED CUP 2 RAKE, ANGLE ATTACHMENT 3 COLUMN CAP PL. N AT LOW EAVE CONDITION `j �7 PURL_ E (4) 1/2' 12• ATiS BOLT xoBo}/NUT HD}Do U.N.O. EL (W/ STIFFENER) AT HIGH EAVE CONDITION E2 AT ENOWAII STEEL LINE E2 WELDED CLIP �005°E'0 PURLIN LAP DETAIL BD00' REFERENCE ERECTOR NOTE FOR TIP. WASHER REOUIREYENT$ USE (Q 1/2' 1 1/2• NOTE F ROLL$ FWASHER E ME TSU.NWC USE (1) 1/£ A 1 1/2' AJ07 BOLTS H05W/NUTS HWOO U.NO. USE N) 1/2' . 1 1/2• AN7 BOLTS HM/NUTS H0400 U.N.O. AE BAOIgp(N) REFERE NOTE FOR TYP. BALER REpREYBiTs �� N RCFC -NM ERECTOR NOTE FOR M. RASTER AEWREIRNIS REFERENCE ERECTOR NOTE FOR IYP. WASHER REONREYEMS � nw o PURLIN STIFFENING LIP PURLIN FLANGE 0 w p CD PURLIN WEB r' CD CD N N cr7 rn I CV N � 00 MK. PAB-- MK. PAB_- GENERAL RESTRICTION: u) co 5' _ _ UNDER NO CIRCUMSTANCES CAN THE p cn—� PURLIN STIFFENING LIP BE FIELD o r--) - MODIFIED FROM THE FACTORY SUPPLIED C: CONDITION. ALSO DO NOT HANG r� W 00 O ANYTHING FROM PURLIN STIFFENING LIP. o (/') INSERT ANGLES INTO INSERT ANGLES INTO u '� Z LJJ SLOTS, BEND TABS 90' \ '^ � AND ATTACH WITH H1020 R SL0T5, BEND TABS 90' I Q Z X I I AND ATTACH WITH H1020 O x un Q Q I r O C/7 LL m a- H1o2o ' . H1o2o PREFERRED OPTIONS FOR SPRINKLER SUPPORT ATTACHMENTS: � MK PAB-- PURLIN i PURLIN OPTION B OPTION A MK. PAB__ -- EAVE PURLIN EAVECKMIT DRILL SPRINKLER SUPPORT ANGLE OR SOME RP USE ONLY SUPPORT THROUGH OTHER TYPE OF BRACKET. Z BUILDING BUILDIN THE BOTTOM FLANGE - STEEL LINE STEEL OF THE PURLIN. THROUGH PURLIN WEB. (n -THIS IS NOT AN -APPROVAL -SET: NO -CHANGES -OR -REVISIONS UM —SPRINKLER-SUPPORTLd 1/2"0 MAXIMBOLT - -- -Ld — CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE (NOT BY N.B.S.) (NOT (NOT BY N.B.S.) THE PROJECT FROM THE SCHEDULE 1 /2"0 MAXIMUM BOLT (WjJ (NOT BY N.B.S.) 1" MAXIMUM FROM 1' 1' 1" MAXIMUM FROM N Z CENTERLINE OF PURLIN WEBT I I CENTERLINE OF PURLIN WEB PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY, TO CENTERLINE OF SUPPORT TO CENTERLINE. OF SUPPORT v u U. 1) THERE ARE ALWAYS (2) ROWS OF PURLIN BRACING REQUIRED REGARDLESS 1) THERE ARE ALWAYS (2) ROWS OF PURLIN BRACING REQUIRED REGARDLESS m (n w _I OF THE BAY LENGTH. OF THE BAY LENGTH. — H LLJ 4d 0. 2) THE PURLLLJ IN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. 2) THE PURLIN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. IF PURLIN FLANGE SUPPORT CLAMPS ARE USED: o N ' En JOB NUMBER: u PURLIN LAP PURLIN LAP +1•• S4J0148A RAFTER RAFTER CLAMP �i � . SHEET NO: . (NOT BY N.B.S.) "X" = TOTAL PROJECTED E2 of. _ PURLIN PURLIN DISTANCE FROM. THE n�� PURLIN CENTERLINE OF THE .PURLIN 0� 4 PURLIN WEB TO THE END OF THE BRACE EAVE PURLIN END OF STIFFENER LIP .BRACE � EAVE CHANNEL 1" MAXIMUM I NOTE: EVEN IF A CLAMP IS USED 0.38 x LENGTH 0.24 x LENGTH 0.38 x LENGTH 0.38 x LENGTH 0.24 x LENGTH 0.38 x LENGTH THE CENTERLINE OF THE SUPPORT LENGTH LENGTH MUST BE WITHIN 1" FROM L CENTERLINE OF THE PURLIN WEB. J J THIS SEAL PERTAINS FO ONLY TO THE fil�r`i`t" %!A":r:-�'?� �„Fl sil MATERIALS DESIGNED -AND SUPPLIED CENTERLINE OF PURLIN �'• "`�I %'l=J-`���°=I=�Imo '�''-"`% BY NUCOR BUILDING SYSTEMS. A DINSION OF NUCOR CORPORATION. CENTERLINE OF SUPPORT R 1" BUILD NOA.1. THEY AND THE METAL REPRESENT LOW EAVE PURLIN BRACING 7 ARE THE PRODUCT E NUCOR l0 LOW EAVE PURLIN BRACING 6 �_ O f i I �j.U,� � �,�C� �i „�t�, �4 �,,�, � a f �� f..) WILDING SYSTEMS. THE REGISTERE O F'7 PROFESSIONAL ENGINEER WHOSE o (EAVE PURLIN TO NEXT PURLIN) E2 (EAVE PURLIN TO NEXT PURLIN) E2 O N.B.S. PURLIN SUPPORT METHODS SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY NUCOR BUILDING LIJ SYSTEMS AND DOES NOT SERVE AS DO ENT PROJECT m ENG NEERP OF RECTHE ORD AND SHALL NOT BE CONSTRUEDAS SUCH W W x 3 r Cr Of Ix w O o o -I Of U U I< 1O t J Li OrU Z < c a I I W W J W O W N 0 % 10 _1 W r^ _ D1 D1 W CXB �RDC__ ` CXB In - - i0 I I m x o: l - \ / I o cx o z Go a u // \\ x x x 'X /x\ x x DID I oapIn DO CIO � w m cxw _ U a �n , O m cxw O z p 0 (W8x18)rx �-ROG__-� L"i X��T, TRDG__-� u u uu ci / DO GO (w8%18) O� NCN / \ / \ /\ / \ C11 00 1 / / \/ I o CO/\ /\ /\ n 0 CO x Co x /\ x x m x m / xm I o r �(--) Ln o o amo o Off' jO�CXWOC__ RDC__ \ / I � LQ O �uO (W8x2a) ROC-- C%W r_ C/) o I \ x/ ma \ x/ x o Go m GO x DO x X (wBx2a) m o Q Z X Go 0 o I / RDC\ / RDC__ \ / RDC__ \ I o c , [b EZ x / \ x / \ x m x m Cxw / \ ED m CO / \ o: x x / / \ \ x x m GO �\ (W8X24)1 ROG__ m Of m m CXW ( p) Z 'it-RDG__ —� �( I (WBX24) �RDC__ of \/LLI o I x Cl: /\ Of /\ o x ¢ 1/ m x x x OD-- ' ¢CIO3 / \ / \ //\\ ¢ ¢ m Cro x I n W m m m m CID V) ( E^} CXW INN -- -- -- -- U U 9 L� V) (� Z (W8X78) m -- -- - - -- -- - -- -- -- -- -- -- -- CXW V) Z_ m m LxA u u x z x x (WB%18) w E O O W _ cJ z c' I x \ / x x m m m o 0 � ago /x\ a o'aw w cWi co m� w 4. / -- \ -- -- -- -- -- 6a rn Z N a W L<I -- g c FLJ a 25-0MAIMED JOB NUMBER: u 25'-0" 25'-0" 25'-0' 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0' '" STEEL LINE 300•-0- ¢�/j S4J0148A STEhrR 0 1 Z004 SHEETNO: " E3 of _ • � 10 11 12 13 MARK NUMBER & BRACING PLAN _ FOR PERMIT USE ONLY - 1) PLACE WELDED METAL TAGGED END OF RAFTERS TOWARD THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS THE L 0 W EAV E . CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE THE PROJECT FROM THE SCHEDULE 2) X—BRACING: 1] `7^7 �•�GI^. �l li\;�;(1 ir+J 'I:q THIS SEAL PERTAINS ONLY TO THE R D C _ _ — INDICATES 3 / 4 R 0 D -I . :j l (� o y <.:.•.:, ��, MATERIALS DESIGNED AND SUPPLIED BY HUD it BUILDING SYSTEMS• A R D G _-- INDICATES 1 1/ 4" R O D i T h OMSION AW NUCOR CORPORATION. THEMEAL THE DRAWINGS AND THE METAL •L l„^,ram Tc�c�-1 r^• f ,/��, BUILDING T WHICH THEY REPRESENT rr gab `✓;:,...,;,,.9>.,;.,,y, ,,i ;•-:��•: •_�.l J =J ARE THE PRODUCT Of NUCOR LDING SYSTEMS. THE 3) (�) INDICATES A (8 5/8 X .148) PIPE STRUT. SEE- D 1 FOR DETAILS. F,;�, , ; , ; f F UPROAPPEA S ON T EER WHOSEE �� J> �. 1L ,._t.a L��:1,r S �t.i� SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY NUCOR BUILDING SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL N T NTR A H 12 18'-8 3/4" _6.. 3, 3•-6„ D 1 3 —4 3/4 cn lL U � Ln U DOZ U N m 0'-5" m Z - - — - _ - --- 5-1 O I j I I I I 1 w I z MAIN BLDG./ U lil zg i Ld I w DO IDI\ F r O Of I rr o 1 curZ z = i. Z) / of i.: �i I / i i FIN. FLR. ELEV = 100'-0" ED i• (/ BOTTOM OF BASEPLATE ELEVATION = 100'-0" APR a 12904 16'-11 1/2" 0'-8" FOR PERMIT USE ONLY caie'y Ids Norrrns, P.E. ' THIS 1 N APPROVAL SET. NO CHANGES OR REVISIONS "Whetstone OANY REQUEST FOR CHANGE WILL REMOVE A -Cross Section Q Lines 2.9 — 4.1 CANS VH PROJECT FROM THE SCHMULf F1c Di1d a, P. E Ne 5 6, 4 2 +. LOW PLATE HIGH PLATE OUTSIDE FLANGE INSIDE FLANGE MEMBER WEB 10 BOLT SCHEDULE IDQ WIDTH THICK WIDTH THICK WIDTH THICK LENGTH WIDTH THICK LENGTH DEPTHI THICK LENGTH OEPTH2 NOTES: 12.00 0.13 13.63 12.00 1) FOR COLUMN AND RAFTER MARK NUMBERS, SEE EITHER SHEET E1 (ROOF FRAMING PLAN) _, OR, IF THE MARK NUMBERS ARE NOT SHOWN ON THE ROOF CON BOLT BOLT BOLT NUT, 2 5.00 0.38 6.00 0.38 5.00 0.25 182.63 5.0 00.25 182.63 12.00 0.1 182.63 12.00 IDQ OTY DESCRIPTION PART# P 1 " FRAMING PLAN, SEE SHEET E3 (MARK NUMBER PLAN). 1 4 BOLT NUT 5 8' ■ 2 1 4" A325 H0610 H03 2) FBC__INDICATES FLANGE BRACING LOCATIONS. FBD__ INDICATES FLANGE BRACING LOCATIONS ON JOIST ROOFS. 2 4 BOLT NUT 5 8' It2 1 4- A325 H0610 H03 3) NS/FS INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE. NOTE FOR EXPANDABLE ENDWALL RIGID FRAMES: IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. 4) IF NS/FS FLANGE BRACING IS NOT INDICATED , ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. j) "•" INDICATES THE LONG SIDE OF INTERIOR COLUMNS. IF INTERIOR COLUMNS ARE REQUIRED, ORIENT AND ERECT THOSE COLUMNS ACCORDINGLY. NOTE: COLUMNS LOCATED AT THE RIDGE ARE TYPICALLY "FLAT -TOP" COLUMNS, UNLESS INDICATED BY THE "•' SYMBOL. 6) RIGID FRAMES SHALL HAVE 50 % OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED. L o r�- O O wp0.— L Is E~rJrn I Cv ;N00 1 _ C-0 00 Ln E-0 Q~ocn o r') N L Cc L¢LJ � p uL Oc oZW Q Z X r O C/'1 Lei L'm ;n U Z D N CZ � O Ld N w = In a g It �w 0 r U (n 1n L U JOB NUMBER: S4JO148A SHEET NO: E5 of THIS SEAL PERTAINS ONLY TO THE JATERULS DESIGNED AND SUPPLIED BY NUCOR BUILDING SYSTEMS. A DIVISION OF NUCOR CORPORATION, THE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR UILDING SYSTEMS. THE REGISTEREI PROFESSIONAL ENGINEER WHOSE TEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY NUCOR BUILDING SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT, ENGINEER OF RECORD AND SHALL NOi BE CONSTRUED AS SUCH C a a SIDEWALL ELEVATION AT LINE E 1) (A ) INDICATES A (4X4X3/8) ANGLE BRACING. SEE D2 FOR DETAIL. 2) (♦) INDICATES A (8 5/8" X .148) PIPE STRUT. SEE D1 FOR DETAIL. •t i SID EWALL ELEVATION AT LINE B R PERMIT USE ONLY 1) (A.) INDICATES A (4X4X3/8) ANGLE BRACING. SEE D2 FOR DE - gNdTA14AppROvALSET. NoCHANGES ORREVISIONS 2) (♦) INDICATES A (8 5/8" X .148) PIPE STRUT. SEE DI F 0 R D"#LMAOE. ANY REQUEST FOR CHANGE WILL REMOVE -I ,, ,, 7 Tor Pg0jFCT FROM THE SCHEDULE LZCD Q C CD '0 Cq O c~nrn 1 N ,W N 00 1 Ln� Ln also r `0cn� In o °o u = �2Zw Z X r 0 U, 0 � m I W (n V) U I Z 4 _J Z) U U.1 L) m z (n K W a 4 J F N g W W W 1 F V JOB NUMBER: S4J0148A SHEET NO: E6 -of THIS SEAL PERTAINS ONLY TO THE MATERIALS DESIGNED AND SUPPLIED BY NUCOR BUILDING SYSTEMS, A DINSION OF NUCOR CORPORATION. THE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR UILDING SYSTEMS. THE REGISTERE PROFESSIONAL, ENGINEER WHOSE I FINISH FLOOR J STE Tia-muuvi run unmmut YYILL THE PROJECT FROM THE SCHEDULE EN DWALL ELEVATION AT LINE 1 .I O U O 11 L rn oc o � wp0.— � CD • cc n M I N «wN00 1 Q o��� CDo� % �w�o o u cn 0 X 9 Z X 04 m (.n O u< L:CD U Z N cy- W N N Z Z) p C' J F U u m � dckJ w o a F- U U. CNN J E E L LINE JOB NUMBER: S4JO148A SHEET NO: ,APR I -E7 of = . , . -��f2 �` 1 ' f�"'wl";nj 'L11I MATERIALS DESIGNED'ANDYSUPPLIEE '�O '�,, "'IS '" 3 �' 1;1f. i:g'rt '•�.+ :':�;l.,ly-aa'�.4�•}':�J f! yl BY NUCOR BUILDING SYSTEMS, A DIVISION OF NUCOR CORPORATION. emu. .: a ; -�•-� . �1�h, S �''`' , �, 'iD, THE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE NUR UCTHEFRECSERE �. �• all ;I^ �� 1 1v U1lDINGTSY5TEM5.HE PROFESSIONAL ENGINEER WHOSE i� �.<<_ SEAL APPEARS ON THESE DRAWING' C STEEL LINE 8" FACE OF COLUMN wzw I O -i a wlo D: ROOF LINE � W UOQ w ZoZ jAow 1 ola F I I Z z N N x F J 03 m 4,17 N N N LEAN-TO a 1 1 2" 1 1/2 RAFTER SECTION A FRAME COLUMN THE FULL HEIGHT COLUMN MAY BE STRAIGHT OR TAPERED. THIS DETAIL IS INTENDED TO SHOW THE CONNECTION OF THE LEAN-TO RAFTER ONLY. LEAN—TO RAFTER TO COLUMN 1 (8" BYPASS CONDITION AT EAVE) D 1 RAFTER TO FLANGE OF FULL HEIGHT COLUMN WITHOUT SPACER 1 1/2" 0 1/2' BOLTS { - 2. 0 5/8. OR 3/4" BOLTS F OF a' RAFTER ENDWALL RAFTER SECTION A 2 A325 BOLTS H0603 NUTS H0300 A ENDWALL COLUMN O 4 1 _a" N EW COL TO RAFTER CONN 2 O REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D 1 q. OF a• RAFTER SECTION A a - 1. 1/2" 0 1/2" BOLTS • - 2" O 5/8' OR 3/4" BOLTS * i * f- ENDWALL RAFTER i � IBA (a) 1/2• 0 X 2' I A325 BOLTS H0603 NUTS H0300 ENDWALL COLUMN OGo O EW COL TO RAFTER CONN (CONTINUOUS RAFTER) \ Fl I • - 1 1/2. O 1/2" BOLTS - 2. O 5/8' OR 3/4' BOLTS OF {" RAFTER prc ENDWALL RAFTER ENDWALL RAFTER ENDWALL RAFTER o N = CANOPY BEAM00 CLIP MK, GCB__ UK. . n men m < m WITH (6) 171t /2' Du. CANOPY SPACER A325 BOLTS yK,00 GO 8 ]L SECTION A a I In W 2 Ix I vO mb 7__.� I { 1 2 • X'2- (8)_2- O X 1 2" A325 BOLTS M0603 u NOTE: CANOPY SPACERS ARE PROVIDED - ---—A325-BOL-7S-MK-H0603 NUTS H0300 SO THAT THE_WILLL-PANELS_DO- NOT— NUTS MK. H0300 HAVE TO BE NOTCHED TO FIT AROUND ENDWALL COLUMN A THE CANOPY BEAM, THIS ALLOWS S CANOPY BEAM TO BE ERECTED AFTER I THE WALL PANEL IS IN PLACE. THIS - GIRT AS REQUIRED CAN BE DONE BY CURING OUT THE 1•_4• PANEL IN THE RECTANGULAR SIZE OF THE CANOPY ENDPLATE, OR BY I COLUMN FLANGE O FLATTENING THE PANEL RIB BETWEEN INTERMEDWTE EN 5 EW COL TO RAFTER CONN 6 THE SPACER AND THE CANOPY BEAM. WITHOUT COLUMN D 1 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D 1 a CANOpy STRUCTURAL DETAIL 7 Q "LOW SIDE AT EAVE" WITH BYPASS GIRTS ¢ D 1 h PIPE STRUT DETAIL 9 8" PIPE STRUT AT 10" (MIN.) COLUMN OR RAFTER D 1 NOTE: USE (3) 1' X 3 1/4' A325 BOLTS HO640/NUTS H0330 0 0 1 i ENDWALL RAFTER I _ CUP UK. GCB__WITH ' (BOLT52' DM, A325 oGO W O O = z � I V NOTE: CANOPY SPACERS ARE PROVIDED SO THAT THE WALL PANELS 00 NOT HAVE TO BE NOTCHED TO FIT AROUND THE CANOPY BEAM. THIS ALLOWS THE CANOPY BEAM TO BE ERECTED AFTER I THE WALL PANEL IS IN PLACE. THIS GIRT AS REQUIRED CAN BE DONE BY CUTTING OUT THE PANEL IN THE RECTANGULAR SIZE OF THE CANOPY ENDPLATE. OR BY I ENDWALL COLUMN FLATTENING THE PANEL RIB BETWEEN THE SPACER AND THE CANOPY BEAM. - CANOPY STRUCTURAL DETAIL FLOW SIDE AT EAVE' WITH BYPASS GIRTS 0 . 0 D 1 Q ROD DIAMETER MARK NUMBER HILLSIDE WASHERS FLAT WASHERS A307/A325 NUTS COUPLING NUTS 5/8" 0 RDB (2) H0930 (2) H0210 (2) H0310 H0810 3/4" 0 ROC (2) H0930 (2) H0220 (2) H0320 H0820 7/8" 0 ROD (2) H0930 (2) H0230 (2) H0430 H0830 1" 0 RDE __ (2) H0960 (2) H0240 (2) H0330 H0840 1 1/8" 0 RDF (2) H0960 (2) H6250 (2) 110450 H0850 1 1/4" 0 ROG __ (2) H0960 (2) H6260 (2) H0340 H0860 SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS ROD ASSEMBLY MK. RD___ WEB OF COLUMN OR HILLSIDE WASHER, RAFTER FLAT WASHER, AND NUT COUPLING NUT (QUANTITY VARIES) L ROD BRACE DETAIL . (WEB TO WEB) CENTERLINE OF RIDGE I A325 BOLTS MK.H0603 NUTS MK.HO300 ENDWALL RAFTER H RIDGE M CONNECTION 4 D1 COLUMN OR - 6 1/8" RAFTER 1 5/B'i 1 1 1 C a 0 PIPE STRUT SEE PLAN/ELEVATIONS FOR UK. NUMBERS & LOCATIONS Y U= ]° Is o LiJ CD o O�0_C�1— c im I N wN00 1 = co 00 Ln co O cn � ONI"o^ �w000 CDcn 00 z cj m(n L1- EL Z.P U WELDED — — Ln - --- -- -- -- - --- X O II LLI En rl Y PIPE STRUT DETAIL 8 (n M 4 U Z 0 J Q 8" PIPE STRUT AT 10" (MIN.) COLUMN OR RAFTER D 1 ,NOTE: USE (3) 1• X 3 1/4• A325 BOLTS HO64O/NUTS H0330 U (n � g L W OL in J o Lj U H � V) v~i u JOB NUMBER: FOR PERMIT ONLY SHEET t�D: THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISION] CAN BE MADE. ANY REQUEST FOR CHANGE WILL D 1 o f REMOVE THE PROJECT FROM THE SCH�/�E�gDULE - APR 01 2004 `�I I % 1ri ::., '71;•Jli:l:L.i7)2 NATERMLS DESGNED AND SUPPUEI ;, ,J-ems, F •.S��n (J` �Cvi•.>a.:;.1ra.(<<i :. \:.:.dal. BY NUCOR BUILDING SYSTEMS. A DIVISION OF NUCOR CORPORATION, THE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT -`Y ;-; t'� 9� ;, Lv.rl. �� ` yir�) ARE THE PRODUCT OF NUCOR UILDINC SYSTEMS. THE REGISTERf _ 1 I,iviClfl �1%I� `nn' �`1 i) ., .i� � ,b, 5: �r1 PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWING IS EMPLOYED BY NUCOR BUILDING SYSTEMS AND DOES NOT SERVE x OR REPRESENT THE PROJECT ' A.AQA6=H ENGINEER OF RECORD AND SHALL r O O 0 I � fiee. r \ Y COLD -FORMED RAFTER PURLIN STRUT CLIP MK. GCB__ ROOF PURLING SECTION A (END CONDITION AT COLD -FORMED RAFTER) PURLIN STRUT ROOF PURLIN CLIP MK. GCB__ CLIP MK. ' EWAOI (NOT ' - REQUIRED AT RAFTER LAP) SECTION 2 (PURLIN STRUT CONN. AT COLD -FORMED RAFTER) I USE (10) 1/2" X 2" A325 BOLTS (MK. H0603) AND NUTS (MK. H0300) U.N.O. (BAY WIDTH) SINGLE ANGLE BRACE DETAIL 1 SEE PLANS FOR MARK NUMBERS D2 ERECTOR NOTE (UNLESS NOTED OTHERWISE ON DRAWINGS) BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHER' WASHERS ARE REQUIRED ON BOTH SIDES OF MATERIAL IF SLOTS ARE WASHER USED ON BOTH SIDES. H0603 BOLT NUT SLOT H0300 NUT H0200 WASHERS BOLT.HEAD SLOT SLOT TO HOLE CONNECTIONS �- FLANGE BRACE WASHER ONE ONE WASHER REQUIRED ON MK. FB___ SLOTTED SIDE ONLY. NOTE:. NUr HOLE 1/2 X 2" A325 BOLTS ---- _ ARE REQUIRED FOR BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS H0603 BOLT BOLTING FLANGE BRACES. H0300 NUT NO WASHERS ARE REQUIRED WHEN 1— 0200 WASHERS SLOTS ARE NOT USED. FLANGE BRACE OPPOSITE NUT HOLE SIDE REQUIRED WHERE INER DICATED ON ERECTION O -- - ----- -- ----- - - --° -- -- - o DWGS. AS "NS & FS" WASHER PART NUMBS O 1230 200 - 1/2" FLAT WASHER:H024O - 1" FLAT WASHER a TYPICAL FLANGE BRACE AT PURLIN &RAFTER 210 - 5/8" FLAT WASHER H0250 - 1 1/8" FLAT WASHER SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS o 220 - 3/4" FLAT WASHER!H0260 - 1 1/4" FLAT WASHER - 7/8" FLAT WASHERI RAFTER EQUAL SHOP WELDED CLIP AT EACH `* 0 END WITH (4) 1/2" X 2" TYPICAL ROOF PURLIN a A325 BOLTS/NUTS / o" PURLIN STRUT 00% SHOP WELDED CLIP �+ �l -- 'i z W ROOF PURLIN • ;-J S W -L--- j_j 3 PURLIN STRUT ZEE CLIPS MK. PSZO1 WITH (4) H1070 FASTENERS PER CLIP PURLIN STRUT (SIMPLE -SPAN) SECTION 1 U RAFTER (END CONN. AT B.U. OR W.F. RAFTER) ISOMETRIC VIEW (END CONDITION AT RIGID FRAME) N PURLIN STRUT ZEE •• MK. PSZO1 WITH i CENTERLINE OF FRAME PURLIN 3 3 4" 3 3 4" (2) H1070 ON STRUT PURLIN STRUT IL EACH SIDE. a C:)FASTENERS CD Z PURLIN STRUT - - - - - - rZ 7 N N (SIMPLE -SPAN) SECTION C WELDED CLIP w N 00 I PURLINTYPICAROOF PURLIN STRUT LAP RAFTER ` Lf7 CO SECTION R w In O V) NOTE: THIS DETAIL IS ONLY REQUIRED IF THE Q ON (INTERIOR CONNECTION) PURLIN STRUTS ARE LOCATED IN ADJACENT BAYS Cc) C0 Cc) �� O O TYPICAL PURLIN RUN TYPICAL PURLIN LAPS a O X Z X O O PURLIN STRUT "MAX J C/T L¢L cl- PURLIN STRUT (IN ADJACENT BAY IF REQUIRED) PURLIN STRUT ZEE CLIP TYPICAL PURLIN RUN BAY WIDTH ZEE CLIPS ARE TO BE LOCATED AT EACH END, AS WELL AS A IMPORTANT NOTE: 00 NOT FASTEN THE ROOF PANEL TYPICAL FIELD WELD REQUIREMENTS ERECTOR NOTE: (UNLESS NOTED OTHERWISE ON DRAWINGS) ALL FIELD WELDING MUST . BE PERFORMED BY. AWS QUALIFIED WELDERS. FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCEWITH THE APPLICABLE AWS SPECIFICATIONS. WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE. 70 KSI STEEL AND LOW HYDROGEN CONTENT. C 2 EQUALLY SPACED WITHIN THE BAY AS SHOWN TNEL CLIPS TO THE PURLIN STRUT(S). 0 R - P E­ IT USE ONLY THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS CAN N MADE. ANY REQUEST FOR CHANGE WILL REMOVE = THE PROJECT FF$Mft (3 z V) V) 0 cn z � p Ld U m iOL W J g 0 o� 0 U D.V o � V) Li JOB NUMBER: S4JI0148A SHEET NO: ' D2' of _ THIS SEAL PERTAINS ONLY TO THE IATERIALS DESIGNED AND SUPPLIED BY NUCOR BUILDING SYSTEMS. A DIVISION OF NUCOR CORPORATION. THE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR IILOING SYSTEMS. THE REGISTEREI PROFESSIONAL ENGINEER WHOSE EAL APPEARS ON THESE DRAWINGS iS EMPLOYED BY NUCOR BUILDING IYSTEMS AND DOES NOT SEINE AS