HomeMy WebLinkAbout53T _
112" °URLJNS REQUIRE 3 80_S AT EACH ENO OF POPLIN LAP_ tIl COUPLING NLT
NSERT SAG ANGLE TAB INTO PURUN SL0 S NOTE; WHEN SAG ANGLE SLOT S IN ADJACENT
WALL BRACE T,.� �I AwD SEND DAB PLAT P RUNS DO NOT ALIGN, =1EL'J BEND THE SAG 2.'�
_ C;7N -,R<] ;-tom ; ANGLE TAB AND A -SACH '0 PURLW WITH A RODS THAI RED, SHOP SPLICE
ROD OR CABLt G �"RA�1iE Qr NTER OF I [ p TARE TO BE SPLICED BY USING
I RAY NTERICR BAY TrE BUILDING(55
( jI /4-14 x 1/4" STRUCT F;NR 307) DNE of THEETHoos s o',:n'
- -
P- vaRlEs — ROOF ( FULL FEN WELD SPLICE
SECONDARY I RIDGE COUPLING NUT SPLICE
r elnaER SAG ANGLE
�-- 7� — A- RIDGE 18 f"2,.
\ Roo PURLINS "SHOP SPLICE DETAILS"
�� 9 I t HILLSIDE V1ASHE-R. FLAT —HILLSIDE WASHER. FLAT
I 1J u�� s—" l MASHER. HEX h!EAD. NUT
HIL'_S DE J.AS C.. I WASHER,. HEX HAD NUT
ROD
I I _ III / REO'C. EACH END
REO'D. EA H
I ( FLAT VvAS�ER ��� I c. SND PAc
= c. BRAC THIS BEND TAB
ES _ANG E S SIDE IRECU. t�I I L ry v �r
I I HEY, NU t I E BRA—
c SINGLE 3RACc � REOULREC F A,T
I � OR (SFB-1 IIS
i I N e. o' 8 ROD LENGTH a 0 L NG IH
OT AlA_� BOLTS To I I
R
1/2 A325 (C9080) I !I (AS SHOWN ON ERECTION DRAWINGS)
j T AS SHOWN
-
TIGHTEN BO_S TO "SNUG TIGHT"I ! RA ROD ON ERECTION DRAwl.cs}
RC ROD
E D BOTH ENDS ROD PAS) END
COINCITON AS DEFINED BY TH_ g THR A
(AISC/RCSC S -R 'SPECIFIC
USATION =0R �I' WITHOUT TJRNBUCKLE
JCCITS CT RAL "M(
I,
I `.G AS -V I ' I HILLSIDE WASHER, FLAT
�- 1325 OR A490 BOLTS ,' WASHER HEX HEAD. NUT
- _- - - ENTS
i. REO'D EACH END
- - - SPACES ^.' CROSS SECTIONS M BE I� X-lNG SAG ANG -ES (SA iJ TURNBUCKLE �P�D TURNBUCKLE R�D
I _ - UST I .'STALLED. :I ) MAY BE
BPAC_S ARE -r II REOUIRED, SEE ROOF SECONDARY
REQUIRt VV c. PART MARK 0' I� DRAING FOR LOCATION AND �� I.J'
_ - --- - S NC ACCOMPAN,'IED BY (2} PART' MARK KEY FOR MARK NO'S, �
ARE PEOUIRED BOTH T c -WEB8" s 8..
BO SIDES OF Ha
E RAMI
;
=RK IS ACCQI�APANIED BY '�` 2�
'a PLACE S' G: �a� O''DTIONAL ER II N— II 4,.
LAC IN -E BR'ACE� TOWARD DHE ROD LENGTH
j NO ( SAG ROD LENGTH
BUILDIiNG ANGLE BR CiN (SA ` 11 (AS SHOWN ON ERECTION ORAWINCS) (a5 SHOWN ON ERECTION DRAWINGS)
,S A, _ E BRACES ON THE SAME (NOT REQ 'IRE[ IN PURLW RB ROD
°L �� ALL SNCL SPACE OC UPI�D BY X -Ir S RD R
_ RA!v1- WEB. I �G AG ANGLES) 1 I THP,EAD BOTH ENDS RDD PAD BOTH ENDS
�� l
ROD OR CABLE BRAC'NG AT CCL. BASE BFO�� �' �� - c.,C= C�11�,1 CT1� IS �t� 1 f WITH TURNBUCKLE —
IR�� ( P 4
Z �--- .= �_ J R IN RA I � oa
T SMILAR I �I BRA p BRACE ASS_MB Y DRAWIN
+J—PLATE OR GAGE' -JS GP, AND SI DkP.E PURLW AND GIRT V \ OD
BR0oe�,4 - --- it ANGLE IINSTALLAT ON
BR02A7 v3 R 70,/p5/2000 I SAG 1
SR09A5V4 R 04/01/2000
EN30AIV3 R 09/05/2000
I F = FEET G = GAGE CX = CCLUMN CPLATE)
E _ EIIGHTS C = IN/ACCO? dCX�x* CCLU'�N <GAGE) j — — — — — — - _ I IIS INOTE x ALL BOLTS TO BE i OTE: ALL BO BE
i
N LTS TO
CCLU'N CTROL_) _ it /2" A325 (49080) i I 11/2" X 1 1/2" A325 (49080)
PANEL/COVERING i GAGE I� IT�GHTEN BOLTS TC "SNUG TIGHT"I ��� (TIGHTEN BOLTS TO "SNUG TIGHT pG�
W 1 3 1 1 7 2 6 1 K T D RBXxxx = RAF -ER ( PLATE) Ill GONIDITION AS DEFINED BY THE i 1 SQ
1 II 1 CONDITION AS DEFINED BY THE
w F F 1 I E G G C C C BGX xx = RAFTER ' GAGE; EIGHTH (RISC/RCSC °SPECIFICAT'ON FOR N �� I jA,SC/RCSC "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM I 5 N
LENGTH CODE tJRX* = RAFTER HDTRC_L) — NCHEs' z RNF STRUCTUP,AL JOINTS USING ASTM NSF
TRXu _ �-ER ALL I (�2 OR A49C BOLTS" NA 1325 OR Aa90 BOLTS„ FSP
TP,USS Ra,
INSULATION
I B 1 3 0 l 0 3 6 0 3 0 w V ICxx+Fx = INTERIOR COLL'YIN I I
x x F F F I i i i I E C ' PCX)�Xx = P-1PE COLUMN P' 1V' �_DAl_ E -CN SES a l 1
LENGTHWIDTH THK CEDE TCX xx = TUBE COLUMN--
I '
_ND BAY - I 2
- 1" 0"' LAP
SECONDARY (STANDARD) EPXxxx = ENDPOST (PLATE) — __ _ _.- - 31=1' END BAY, 1 -6' (LAP II r I o
1 1 c ,-�� - — - - -=S' ENU BAY, ?' -0" LAP
0 1 G 9 1 4 7 E�X, - E�DPpST CGAGE
! xX 4KF I I E G C-:
_ - ---- - - 33=I" END BAY,
LENGTH CODE CBX> # - CANC?Y ( PLATE, _� ENC BAY 3' -0' _A.P
JCC2XxXx = CANOPY (SAGE) -�_E- __ ENDI BAY, 3'-6"
i o
SECONDARY (SPECIAL) PBCXXxx = PIGGY3ACK CANICPv _ _ - END 3AY, 4' -G" '_A
1 0 0 1 G 1 9 1 1 4 I 7 -- LAP
I x t F F I 1 E G G �__ - '_ l LAP 40=INTERIOR BAY, 1 -C- c B� `ORF2ACE
- - - - LP� 41= -aT d (' ) CSFB-)
I T' n. - 1 \T� R B P ` P-
R o JR IN
LENGTH , O .,AY L SUPPORT H C - OR P
i �D= 6" L, .. / CL PC27
- - B _ LAP 4r?= -,'= BAY, 2` -0° LP,P II �� / REQ D. AT ALL 8 1/2" PURLINS ��
1 _- - - ��� i THAT ARE BRACED W/ PURLW
ROD BRACING /
0 CABLE BRACING � =-_ _ -� - LAP g�=INTERIDR BAY, 2' - o g
_ _ ? SUPPORT (MEMBERS (PSM).
0 3 R A 2 S 1 0 0 4 C A 2 5 1 0 0 -IN tK�17R BAY, I' Q'J AT
`AP �- �- '` 3' -0` LAP PC27 CUPS ARE NOT RF
I E x F F 1 1 x 4 x F F I I-INTE...OR BA., 3'-6` LAP ENE FRAMES, TRUSS FRAMES OR
DIA LENGTH _ENGTH
EAVE PURLINS W/ EPC1 CLIPS.
n=INTERIOR BAY, 4' -0" LAP i REFER TO ERECTION DRWG
MARK N' JU BE KEN/ -I�!�O�',a . j J` - J [ -T I n FOR PC27 CLIP LOCATIONS.
COMMON GENERATED MA.R�K NUM12ERs I I �cI'.��� - �II.u���� ERS ERi�� ���; Al I rJP,I (V O.f�l. AT I(�"ITFIRIOP r PA RS PURL! SUPPORT CHIP
ME 0iA2 /2 N
ENsoAIv3 R 1Dfos/z000 E;.aA v I III 6 /2" OR 8 /2" CONT I�UCJS
PURI IN/0 CUP AT 8 /2" PURLINS SUPRCRTE� WITH PSI
R50'A2J3 4 04/01 /200, 1 RS03A1V5 R 04/01/2000
'NOTE: ALL BOLTS O BE
,
1/2" X 1 1/2" A325 (49080) PURLW CUP STANDARD LOW
J NOTE: ALL OCLTS TO BE
TIGHTEN BOLTS TO "SNUG TIGHT"! (-RC2) WtLED EAVE °URL'N' B^T C B /2" X 1 1 2" /325 (49080)
CONDITION AS DEFINED BY THE ( (=RC1) BOLTED R�0` S -E-� i TIGHTEN BODS TQ "SNUG TIGHT"
AISC/RCSC SPECIFICATION FOR CONDFIOI, A DEP INED BY THE
STRUCTURAL JOINTSUSING ASTMI \I AISC/RCSC ' PEC RCATION FOR I
325 OR A490 BOLTS" I I1 (STRUCTURAL OIN S USING ASTM
r
JCP052050
HAUNCH
MEMBER
WELDED I_OW EAVE `='URLIN (:NT. FRAME
6 1/2" OR 8 1/2" PURLINS (O.S. G;RTS;
RS11AIV5 R 05/01/200C
No
P - —�
FLANGE BRACE
Ij OR
(SFc-)—�
SIMP1 E �I
WALL II
_� GIRT
JCP05205C x _ -- EB- �6 1/2" OR $ 1/2" GIRT
-GATE'. _ - - - - --T I
C,_T:C, -_ -_
COr � ��'
i
>� S Rv/C7 C S c NG HIGH EAVE GIRT CLIP (III
325 ER -- B. -� (EGC1 -) :/2" GIR-S III
0
{EGCT-j 8 1/2" GIRTS
325 OR A49Q BOLTS"
TS
GIRT C_iP (GC4)
MAY BE SHOP
WELDED (GC1;
I
I
BOLTS
�I
OF FRAME
` L_IIN (E 1/2 OR 8 1/2"`I RC �`
`\ n T
-z _;E- slr✓R� _GIRTS i C�IK ONN. AT SIDE NAIL_ UCLUMN iUG�SO 1
D 1 �fI 6 1 /2" & 8 1 /2"OUTSET SI tPIIt ZEE GIRTS
WSOIA2V5 R 04/0'/2000
�,.•••••. �/�+ THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC
ESTE • •� ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf
Q •`� Coll. Load:Gravit 5.00, U psf
REQUIREMENTS SPECIFIED BY VP. Y Uplift 0.00
THE VP ENGINEER'S SEAL DOES Wind Speed: 71.00 mph
PEI : * NOT APPLY TO THE PERFORMANCE Wind Exposure: B
TA OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf
OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3
'•�i;NP ' /1 EXCEPT TO ANY DESIGN OR PER-
;.••••� FORMANCE REQUIREMENTS Seismic: Zone 1
`/ONAL 1 SPECIFIED BY VP. Building Use:Standard Occupancies
REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BU WIN
DESCRIBED IN THE APPLICABLE PURCHASE OR ER A D
SHALL NOT BE MODIFIED, REPRODUCED OR US D F0
ANY OTHER PURPOSE WITHOUT PRIOR WRITTE
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTCIIS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY OR MA
IN ERECTING THIS BUILDING IN CONFORMANCEIWITH�N;
1418
DRAWING DETAILS REFERENCED IN THIS DRAINING,
ALL APPLICABLE VP ERECTION GUIDES,
TO PROPER
ERECTION, NC IAND INDUSTRY NCLUDING THE SCORRECT USE OF 71EMPORARY
BRACING.
NOTE: ALL BOLTS TO BE
1/2" X 1 1/2" A325 (49080)
TIGHTEN BOLTS TO 'SNUG TIGHT"
CONDILON AS DEFINED BY THE
AISC/RCSC "SPECIFICATION FOR
STRUCTURAL JOIN S USING ASTM
325 OR A490 BOLTS"
Eft3vA1
CON',NUOUS
8 1/2" PURLINS
INTERIOR FRAME
RAFTER BEAM
VP 13uildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV DATE BY DESCRIPTION
10/24/2001 6:13:15
BUILDING SED'S
ALDER
Systems Builders, Inc.
ISTOMER
Capitol Construction
CATION
Indianapolis, Indiana
OJECT
OH0111248—OlOElDWGS
FILENAME:
OH0111248-010E1DWGS.vpc
OH0111248-01
DATE
10/2/2001
P BUILDINGS DRAWN/CHECK
VARCO-PRUDEN GJS GJS
VPC VERSION: 2.6 PAGE$EDa