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WALL BRACE
<br />ROD
<br />ROD BRACING AT COL. BASE
<br />HILLSIDE WASHER "
<br />FLAT WASHER
<br />HEX NUT
<br />11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
<br />9 FRAME
<br />VARIES VARIES ROOF
<br />I� EY
<br />TSN
<br />EMBERMBER
<br />O 2 Ol
<br />0 p " 0 OI
<br />FLANGE BRACE
<br />(FB-) OR (SFB-)P
<br />CLIP REQ'0 WITH
<br />THICK FLANGES
<br />* FLANGE BRACE MAY REQUIRE
<br />FIELD COPING AT FRAME WEB
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<br />a in
<br />to
<br />z O z
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<br />In in
<br />m z
<br />STANDARD PURLIN
<br />-ENOWALL RAFTER
<br />WHEN SUPPORT CEE-
<br />SPLICE IS REQUIRED
<br />STANDARD PURLIN
<br />A'
<br />SUB PURLIN
<br />CEE SUPPORT -
<br />(TYPICAL)
<br />STANDARD PURLIN
<br />PANEL RIB ROOF PANEL MUST BE
<br />FASTENED TO SUB PURLINS WITH
<br />STRUCTURAL FASTENERS AT STANDARD
<br />LOCATIONS
<br />SSR/SLR ROOF PANEL MUST BE
<br />FASTENED TO SUB PURLINS WITH
<br />CLIPS AT STANDARD LOCATIONS
<br />LOCATIONS
<br />(4) 1/4-14 x 1 114
<br />STRUCTURAL FASTENER
<br />(55307) TYPICAL
<br />CEE SUPPORT
<br />= L__)
<br />PURLIN OR
<br />SUB PURLIN
<br />SECTION 'A'
<br />STANDARD GIRT
<br />-CORNER POST
<br />WHEN SUPPORT CEE
<br />SPLZE IS REQUIRED
<br />STANDARD GIRT
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<br />a
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<br />1n
<br />o
<br />'A,
<br />SUB GIRT
<br />(�
<br />m
<br />CEE SUPPORT-
<br />w
<br />Q
<br />(TYPICAL)
<br />in
<br />STANDARD GIRT
<br />U,
<br />0
<br />_
<br />FLANGE
<br />BRACE REQUIREMENTS:
<br />UJm
<br />a
<br />(4) 1/4-14 x 1 1/4"
<br />STRUCTURAL FASTENER
<br />m
<br />w
<br />m
<br />RULE#1-
<br />ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
<br />SUB PURLIN
<br />(55307) TYPICAL
<br />a
<br />rn
<br />SUB GIRT
<br />RULE#2-
<br />SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
<br />a
<br />�'
<br />(—I
<br />�
<br />L
<br />CROSS SECTION IS NOT ACCOMPANICD BY (2).
<br />w
<br />w
<br />RULE#3-
<br />FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
<br />V)
<br />in
<br />WHEN PART MARK IS ACCOMPANIED BY (2).
<br />EAVE PURLIN
<br />_ -
<br />RULE#4-
<br />WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
<br />CENTER OF THE BUILDING.
<br />�i
<br />L
<br />g
<br />RULE#5-
<br />WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
<br />SUB JAMB IOCATION
<br />SUB JAMB LOCATION
<br />SIDE OF THE FRAME WEB.
<br />PER DESIGN
<br />PER DESIGN
<br />BR02A1
<br />TYPICAL
<br />FLANGE BRACE CONNECTIONS
<br />BR06BD
<br />CORNER
<br />ZONE
<br />BRACING
<br />BR09HF
<br />CORNER
<br />ZONE
<br />BRACING
<br />3—PLATE OR GAGE CONTINUOUS PURUN LAP SHOWN, CONTINOUS GIRT AND SIMPLE PURLIN AND GIRT SIMILAR. ROOF PLAN VIEW (CEE SUPPORT) WALL PLAN VIEW (CEE SUPPORT)
<br />8R02A1V4 R 11/15/2005 BR0880V7 R ./10/2005 BRO9HFV1 D8/07/2006 BRI0DSV1 DS/07/2008
<br />WALL PANEL MUST BE FASTENED
<br />TO SUB GIRTS WITH STRUCTURAL
<br />FASTENERS AT STANDARD LOCATIONS
<br />(4) 1/4-14 x 1 1,
<br />STRUCTURAL FASTEN
<br />(55307) TYPICAL
<br />GIRT OR
<br />SUB GIRT
<br />1--CEE SUPPORT
<br />L' SECTION 'A'
<br />�4) 1�4-14 x 1 1/4"
<br />TRU URAL FASTENER
<br />(55307) TYPICAL
<br />EQ. Y EQ. v
<br />NOTE: ALL BOLTS TO BE
<br />1/2" X 1 1/2' A325
<br />BOLTS (49080) (U.N.O.)
<br />PURLIN.
<br />!�1/2" X 1 1/2" A325 BOLTS (49080)
<br />WITH HARDENED WASHER EACH SIDE
<br />(TYP AT PURLIN END OF BRACE)
<br />FLANGE BRACE (FB- OR SFB-)
<br />DIAMETER v
<br />CdNCRETE ANCHORS r a
<br />(NBVP) o
<br />ENDPOST RAKE
<br />SUB JAMB BEAM
<br />LOCATION
<br />SECTION 'B'
<br />BR10D6 ENDPOST TOP BETWEEN PURLINS
<br />NO CAP CHANNEL — BRACED TO PURLINS ONLY
<br />BR25C7 B/23/200C
<br />it
<br />COUPLING NUT
<br />MANUFACSELF DRILLING FASTENER OR BOLT SUPPORTTBEAMS FRAMES OR /, 1'-0'' " FINGER SHIM AS RODS THAT REQ. SHOP SPLICE
<br />AT CENTERLINE OF PURLIN OR HIGHER. 4 1/2 3 4 1/2 REQUIRED ARE TO BE SPIJCED BY USING
<br />FIELD DRILL HOLES. I I I ONE OF THE Mtnoos snowN.
<br />3" MAX. GAGE I 1 TYPICAL BOLTING FULL PEN WELD SPLICE COUPLING NUT SPLICE
<br />ROD HANGER OR UNISTRUT A5 NEEDED. TN I PLATES, FACADE
<br />ANGLE CLIP, BOLTS, UNISTRUTS, ROD HANGER (MIN. 1/2" A307 BOLTS :CN4
<br />I OR CANOPY
<br />A ® 4" MIN. PITCH) IICONNECTIONS "SHOP SPLICE DETAILS"
<br />ND CLAMPS BY BUILDER.
<br />1 I I SHIM1 HILLSIDE WASHER FLAT
<br />PURLIN
<br />WASHER, HEX HEAD. NUT
<br />REO'D, EACH END
<br />ROD LENGTH
<br />(AS SHOWN ON ERECTION DRAWINGS)
<br />3/16""2" MIN. �� RA ROD
<br />FIRE SPRINKLER HANGER SYSTEM MUST ® THREAD BOTH ENDS
<br />BE CAPABLE OF RESISTING 250 LBS. PLUS �i� WITHOUT TURNBUCKLE
<br />WEIGHT OF WATER FILLED PIPE PER CODE FLAT SHIM AS
<br />OTHER SUSPENDED LOADS EXCEEDING 100 CLIPS, PLATES OR BOLTS REQUIRED
<br />ROD
<br />LBS, MUST BE SUSPENDED SIMILAR TO THIS ARE BY BUILDER BETWEEN BOLTS HILLSIDE WASHER, FLAT PAD
<br />D PAD
<br />1/2" OR LESS
<br />7 DETAIL. DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: WASHER, HEX HEAD. NUT ROD TURNBUCKLE
<br />IREWD. EACH ENO64-
<br />PAD
<br />SPACE FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES.
<br />ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 1-000NTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPLIED TO MANUFACTURER'S = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTIONg'
<br />'P T = 2.8 KIPS PER INCH OF WELD WITH INSPECTION NCTE: FIELD CUT SHIMS TO a" 4" 2'-0'
<br />MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED DESIRED DIMENSIONS TO
<br />LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS SHIM2] ROD LENGTH ROD LENGTH
<br />(PURLIN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE CONCENTRATED LOAD. LOADS LESS THAN 5a0 LBS MAY BE SUSPENDED ACHIEVE DESIRED RESULTS
<br />„ A5 SHOWN ON ERECTION DRAWINGS) (AS C:iOWN ON ERECTION DRAWINGS)
<br />FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR
<br />USING CLAMPS. (1 1/2 FROM EDGE OF FIANGE). SHIMS ARE MADE RC RJ RODS RD RK ROD
<br />AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL \ FROM .059 MATERIAL. ROD PADS 1 END ROD PAD BOTH ENDS
<br />UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN MFG S. CALCULATIONS.
<br />SUSPENDED LOADS EN10A1 SUSPENDED LOADS ENlOA21 STANDARD SHIM PROCEDURE EN20AII ROD BRACE ASSEMBLY DRAWING
<br />FROM PURLINS - 100 LB. LOADS OR GREATER__J___] FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION
<br />EN10A1V4 R 08/11/2C08 EN10A2V2 R 08/11/2009 EN20A1V2 R D15/31/98 EN30A1VS R 05/15/2006
<br />PR WALL PANEL MARK NO.: W F F I I E G G 0 C C C F= FEET
<br />LENGTH CODE I = INCHES
<br />PR ROOF PANEL MARK NO.: R F F I I E G G 0 C C C E= EIGHTHS
<br />LENGTH CODE 2 1 /2- 2 1 �2"
<br />PR RIDGE PANEL MARK NO.: P F F I I E G G 0 C C C G = GAGE
<br />0 = OPERATIDN
<br />LENGTH CODE C = FIN/COLOR
<br />36" COVERAGE
<br />12"
<br />TYP.
<br />1 r SMOOTH 1 1 3/16"
<br />-fYP'I I-_ / EXTERIOR J
<br />SURFACE _JT_
<br />2 31/32
<br />TYP. "_,I BEARING EDGE 1
<br />PANEL RIB ROOF AND WALL PANEL (PR)
<br />RPR WALL PANEL MARK NO.: R R F F I I E G G 0 C C C
<br />LENGTH CODE
<br />36" COVERAGE
<br />12' 1„
<br />TYP. TYP.
<br />2 31 /32-
<br />TYP.
<br />RPR WALL PANEL
<br />PR ROOF & PR/RPR WALL PANELS
<br />EN52A1V3 R 05/31/2005
<br />EXTERIOR I 1 3/16"
<br />SURFACE
<br />50`
<br />LIP
<br />N
<br />00
<br />EN52A1 8 1/2 GIRTS ,/ PURLINS
<br />EN53A1V1 D9/01/2001
<br />MAY BE STRAIGHT OR TAPERED MEMBER
<br />1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMI'AR DETAILS 3/16"
<br />FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION TAPE I
<br />GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND CONT.
<br />ACCESSORIES NOT DESCRIBED IN THE SED'S.
<br />2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND
<br />OIL AT MASTIC AND SEALANT LOCATIONS.
<br />EN53A1I I NOTES
<br />RCOGAIVI 4/19/2005
<br />THE VP ENGINEER'S SEAL APPLIES
<br />ONLY TO THE WORK PRODUCT OF
<br />VP AND DESIGN AND PERFORMANCE
<br />REQUIREMENTS SPECIFIED BY VP.
<br />THE VP ENGINEER'S SEAL DOES
<br />NOT APPLY TO THE PERFORMANCE
<br />OR DESIGN OF ANY OTHER PRODUCT
<br />OR COMPONENT FURNISHED BY VP
<br />EXCEPT TO ANY DESIGN OR PER-
<br />FORMANCE REQUIREMENTS
<br />SPECIFIED BY VP.
<br />LOWER
<br />ROOF
<br />SHEET
<br />RCOOA1 PANEL RIB ROOF
<br />PANEL ENDLAP
<br />RCO2B1V5 R 3/9/2001
<br />THIS DRAWING, INCLUDING THE INFORMATION HEREON,
<br />REMAINS THE PROPERTY OF VP BUILDINGS.
<br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
<br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
<br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
<br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
<br />APPROVAL OF VP BUILDINGS.
<br />THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
<br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
<br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
<br />DRAWING, DETAILS REFERENCED IN THIS DRAWING,
<br />ALL APPLICABLE VP ERECTION GUIDES,
<br />AND INDUSTRY STANDARDS PERTAINING TO PROPER
<br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
<br />BRACING.
<br />F = FEET G = GAGE
<br />I = INCHES O = OPERATION
<br />E = EIGHTHS C = FIN/COLOR
<br />PANEL/COVERING
<br />W 1 3 1 1 7 2 6 1 K T D
<br />w F F I I E G G O C C C
<br />LENGTH CODE
<br />INSULATION
<br />I B 1 3 0 1 0 3 6 0 3 0 W V
<br />x)K F F F I I I I I I E C C
<br />LENGTH WIDTH THK CODE
<br />SECONDARY (STANDARD)
<br />0 t G 1 9 1 1 4 1 7
<br />a F F I I E G G
<br />LENGTH CODE
<br />SEC❑NDARY (SPECIAL)
<br />0 0 1 G 1 9 1 1 4 1 7
<br />1� F F I I E G G
<br />LENGTH EODE
<br />ROD BPACING
<br />0 3 R A 2 5 1 0
<br />I E A 9 F F I I
<br />DIA LENGTH
<br />EN30A1III MARK NUMBER KEY
<br />UPPER
<br />ROOF
<br />SHEET
<br />IN
<br />NOTE: ALL BOLTS TO BE
<br />1/2" X 1 1/2" A325
<br />PURLIN,,BOLTS (49080) (U.N.O.)
<br />' 1/2" X 1 1/2" A325 BOLTS (49080)
<br />WITH HARDENED WASHER EACH SIDE
<br />(TYP AT PURLIN END OF BRACE)
<br />FLANGE BRACE (FB- OR SFB-)
<br />e
<br />F loll
<br />II
<br />n®
<br />e.
<br />°il®I,,
<br />ENDPOST--1'*"BEAKM
<br />BR25C71 11 ENDPOST TOP BETWEEN PURLINS IBR25C9
<br />CX1Ic)K)K = COLUMN ( PLATE)
<br />CGXXXX = COLUMN 'GAGE)
<br />WCXXXX = COLUMN (HOTROLL)
<br />RBXaae = RAFTER (PLATE)
<br />BGXa)Ka = RAFTER (GAGE)
<br />WRX)Kaa = RAFTER (HOTROLL)
<br />TRXw*x = TRUSS RAFTER
<br />ICXww�- = INTERIOR COLUMN
<br />PCXaaw = PIPE COLUMN
<br />TCXaax = TUBE COLUMN
<br />EPXwww = ENDPOST (PLATE)
<br />EGXwww = ENDPOST (GAGE)
<br />C1IX)0K)K = CANOPY ( PLATE)
<br />DCCBXxxx = CANOPY (GAGE)
<br />CBXwaw = PIGGYBACK CANOPY
<br />NO CAP CHANNEL — BRACED TO PURI-INS ONLY
<br />OR25C9 6/23/2008
<br />T
<br />;millimeters)
<br />CATEGORY
<br />1R1B3
<br />Di --SIMPLE INTERIOR
<br />02=SIMPLE P END BAY
<br />BAY NUMBER
<br />03=SIMPLE 6' END BAY
<br />ROOF/WALL NUMBER
<br />IL4=END HOLE ONLY
<br />BUILDING SHAPE
<br />D5=INSET NOTCH
<br />THE BAY/BUNDLE CODE
<br />LL=NO HOLES
<br />IDENTIFIES THE BUILDING
<br />ROOF/WALL PLANE AND BAY
<br />6°
<br />1'
<br />INTERIOR
<br />LAP END BAY END
<br />BAY
<br />BAY
<br />MEMBER DEPTHS
<br />1'-0' 20
<br />30
<br />40
<br />6 1/2', 8 1/2'
<br />1' -6` 21
<br />31
<br />41
<br />6 1 /2' , 8 1/2'
<br />2' -0` 22
<br />32
<br />42
<br />6 1/2', 8 1/2', 11 112'
<br />� ' -0` 24
<br />34
<br />44
<br />6 1./2', 8 t/2' , 11 1/2'
<br />4'-0' 26
<br />36
<br />46
<br />6 1/2', 8 1/2', 11 1/2'
<br />EN50A1 N SECONDARY PUNCH PATTERNS EN51A1
<br />COMMON GENERATED MARK NUMBERS
<br />EN50A1V5 R 11/04/2005
<br />3/16" x 1 /4" TAPE MASTIC 1 /4-14 x 7/8" ROOF
<br />CONT. (8039D)—\ STITCH FSNR
<br />ANTI -CAPILLARY
<br />BEAD —�
<br />PURLIN BEARING EDGE
<br />12-14 X 1 1/4" ROOF
<br />STRUCT FSNR
<br />RCO261 I PANEL RIB ROOF
<br />PANEL SIDELAP
<br />RC0381V7 R 09/22/2005
<br />VP Buildings
<br />3200 Players Club Circle Memphis TN 38125
<br />REV DATE BY DESCRIPTION
<br />NTS
<br />SEE RC04B1 FOR STD PATTERN
<br />SEE RC04B FOR UL90 PATTERN
<br />SEE RC04B2 FOR ICE DAMMING PATTERN
<br />RC03B1
<br />COMMON GENERATED MARK NUMBERS
<br />EN51A1V2 R 03/15/2005
<br />PERMIT SET- For Building Dept. Approval
<br />BUILDING SED'S
<br />BUILDER Canco General Contractors
<br />JOBNO
<br />09-7858
<br />CUSTOMER Mike Lynch
<br />DATE
<br />DINGS
<br />FVARCO
<br />4/2/2009
<br />LOCATION Zephyrhills, Florida
<br />DRAWN/CHECK
<br />EN
<br />PROJECT
<br />Wheelblast
<br />A BlueScope Steel Company
<br />FCJ
<br />BUILDERS PO#
<br />PAGE
<br />1162
<br />VPC VERSION: 7.1 f
<br />24
<br />4/21/2009 9:30:43 """""" Mike Lynch canopy3.VPC a arv,sion or tnueocope nunamgs rvoRn vmenca, inc.
<br />
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