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PLUG (80135)
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WA_ PANEL
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PEA%C FASCIA (PKr-)
SSR FFi OATiN'G
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FACE of CAP
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SEE EREC DWG.
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SEAL -ACC -'
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CONDITION
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1/4-14 x 1 '/8"
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S_,R4 REO'! AT 4 FT. O.C.
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S.S. ROOF STITCH
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ill
CONDITION EXISTS
FSNR (57650)
SEE ERECTICN DWGS. FOR
(1)/STRAPA
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/
SPECIPC BLDG LOAD.
GUTTER TRI,V (FELT -,I
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GUTTER
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FASCIA
: ASIA (COPE & TAB; j'I
3/1 x 8"
t
TAP
1/4-14 x 7/8' ';BALL
',lE-a.ARIVET
(80349) CONT.
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1/--14 x
CLOSURE (80362)
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S.S_ ROOF STITCH
12-14
FSNR. (57650) /
5 PER PANEL
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WALL PANEL
HIGH SIDE EAVE
I
FASCIA (RKF-) OR
"ASEVEE
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,
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PEA%C FASCIA (PKr-)
SSR FFi OATiN'G
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NSULA?IOl —� IYf ,
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NON -SKIN. TUBE Ii
SEALANT (80270)
DOUBLE ROSH/
PANEL
BOTTOM OF I �' STIFFENER
i
VP200
NO E: VP�00 RIVET 4 � RIVET
SHOULD BE INSTALLED
AFTIER INSTALLATION r
OF I EAVE ICUTTERI I SSR
FIE'D DRILL (1) RIE
3/ 6" DiA. HOLE
IN SR PANEL
EL A
AT EACH RWET _
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VP200-_//
' RIVET
SSR
PANEL
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SEE EAVE DETAILIRC32* RC 7**1
s FOR EAVE GUTTER
A-ACHMENT + I
I
GI 4 TER STRAP AT TAC{' -HENT
SEAL vVITH TUBE
SEALANT 80507
!� SSR ROOF
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NCT FIXED
CLIPS ARE MARKED WITH! I
PAINTED TAB FOP EASY IDENTIFICATION I
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SSR XE� S CESS �R R 1
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S.S. ROOF i 11i SOO 38 W R
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80.
(5 PER PANEL) j � PSN- —� I
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�S GUTTER ��I pURC W/ (2) 1/4-14 x 1 1/4"
�r -= - T ( ) PUR` L X- NO SAG ANGLES (SA_)
1/4-14 x 1/8" S.S. STRUC, FSNR 55307
I 3/16" x 7/8" TAPE MASTIC) ROOF STITCH FSNR I
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CONT. (80349) (57650) 6"
ROOF HEi_GHT CHANGE ASHN`
SSR RO&_ (METAL FLASHING
RC52AIVI 03101/90
1/4-14 x 7
FSNR (565"*
j 2 FSNRS RE
EXCEEDS 6'-
EAVE OR
RAKE MEMBE'
12-14 x 1
WALL STR'UCT
FSNR (564*";
i PER FOOT
VEE RIE 'NALL
FASTENER PATTERNS
WC0481V4 R 04/15/95:
F'o
iii o URLIN
PURLIN SUPPORT MEMBER (PSN)
FIELD FABRICATE LOCATED AT 1/3 POINTS IN EACH
RC01A1 RCC1A3 RC01A4
GUTTER .,DINT COVER I it BAY GREATER THAN 16'-0" SEE C� --� r--
v L_ SEE IRCO'A RC01A3 IRC—C1A-4-'
�' 2/3 I - _ _ -- _ II 1 FORATTACHMENT
I CLF i
- - - R _ X PAN O N J O I N I C P �' FOR CUP ATTACHMENT
ATTAC'
! 2" OR 11 1
R' - S1 RC61A6 i( SS.� IXELJ LIP 6 i�/z PURLINS RC62A
;V LENGTr L (I BLANKET, S—B'_GCK & R -30A SSR FIXED CUP 8 T� �2' PURLINS RC62B�
Rcsznlv7 R 04/01/2000 1 1 BLANKET, S—BLOCK, R—BOARD
' RC6281 V6 R 06/06/2001
I
I
FACE OF I
II WALL PANEL 1/4-14 x 7/8" WALL
WALL S-RUr- PANE
FSNR (564"*) BOTTOM OF i BOTTOM OF � � 1 1/4"
ROOF SHEE- ROOF SHEET
1 PER FOOT � I 1
3ET1 __
NTERMEDIATE ANC "+, _L
WALL G,RT j AT �_C LE _ 1/2„
VV THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC THIS DRAWING, INCLUDING THE INFORMATION EREO
`C •'••'•'•• •,� 7� ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS.
• G�ST�RF•• G VP AND DESIGN AND PERFORMANCE Live Load: {Not Reducible) 20.00 psf VP Buildings, Inc.
Coll. Load:Gravity Gravi t IT IS PROVIDED SOLELY FOR ERECTING THE BU LOING
Iz-O REQUIREMENTS SPECIFIED BY VP. y 5.00, Uplift 0.00 psf DESCRIBED IN THE APPLICABLE PURCHASE OR ER AND
THE VP ENGINEER'S SEAL DOES Wind Speed: 71.00 mph SHALL NOT BE MODIFIED, REPRODUCED OR US D FORT 3200 Players Club Circle Memphis TN 38125
NOT APPLY TO THE PERFORMANCE Wind Exposure: B ANY OTHER PURPOSE WITHOUT PRIOR WRITT
P • OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION
S lV OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3 THE GENERAL CONTRACTOR AND/OR ECT IS SO LY
EXCEPT TO ANY DESIGN OR PER- Seismic • Zone 1 RESPONSIBLE FOR ACCURATE, GOOD DUALITY OR ANSHI
��.f♦�c•'•ND I ANP'•r ��� 1 FORMANCE REQUIREMENTS IN ERECTING THIS BUILDING IN CONFORMANCE WITH LMS
. "•"• c�C% l v� SPECIFIED BY VP. Building Use : Standard Occupancies DRAWING, DETAILS REFERENCED IN THIS DRA ING,
ANALG ALL APPLICABLE VP ERECTION GUIDES
ERECTION, NCLUDING TAND INDUSTRY HE TI USE OF'I'EMPOFiARY
BRACING.
NTS
10/24/2001 8:23:
BUILDING SED'S
BUILDER
Systems Builders, Inc.
CUSTOMER
Capitol Construction
LOCATION
Indianapolis, Indiana
PROJECT
OH0111248-01EP2 Drawings
BUILDERS POO
47 FILENAME'
OH0111248-01EP2 Drawings.VpC
OH0111248-01
DATE
10/24/2001
P BUILDINGS ORAWWCHECK
VAROO-PRUDE TGW/ TGW
VPC VERSION:PAGE
3.0 SED 5
T --
STANDARD EAVE
1 „
12-14
'TALL STRUCT
-SNR (564**) 12 -
PER FOOT
"ASEVEE
MEMBER11
,
i
I i I
PIB
i
WALL
i
��— VEE RB
I
12-14 x 1 7/4" Wq IL
I
WALL PANEL
STRUCT FSNR
(564**) 1'-0" O.C.
EA E I1,'�
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'A
-._ .� 11 � ,I 1 Ii
1 �
i SSR Hl�f- SIDE WAL`
_ I
TACHI��E�1T C 3B3
s-ANC,I = . = 1
4C .B'. _ -;8'� _. I
i VEE RIB WALL
--�
aC13B3v1 03/01/90
i
VV THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC THIS DRAWING, INCLUDING THE INFORMATION EREO
`C •'••'•'•• •,� 7� ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS.
• G�ST�RF•• G VP AND DESIGN AND PERFORMANCE Live Load: {Not Reducible) 20.00 psf VP Buildings, Inc.
Coll. Load:Gravity Gravi t IT IS PROVIDED SOLELY FOR ERECTING THE BU LOING
Iz-O REQUIREMENTS SPECIFIED BY VP. y 5.00, Uplift 0.00 psf DESCRIBED IN THE APPLICABLE PURCHASE OR ER AND
THE VP ENGINEER'S SEAL DOES Wind Speed: 71.00 mph SHALL NOT BE MODIFIED, REPRODUCED OR US D FORT 3200 Players Club Circle Memphis TN 38125
NOT APPLY TO THE PERFORMANCE Wind Exposure: B ANY OTHER PURPOSE WITHOUT PRIOR WRITT
P • OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION
S lV OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3 THE GENERAL CONTRACTOR AND/OR ECT IS SO LY
EXCEPT TO ANY DESIGN OR PER- Seismic • Zone 1 RESPONSIBLE FOR ACCURATE, GOOD DUALITY OR ANSHI
��.f♦�c•'•ND I ANP'•r ��� 1 FORMANCE REQUIREMENTS IN ERECTING THIS BUILDING IN CONFORMANCE WITH LMS
. "•"• c�C% l v� SPECIFIED BY VP. Building Use : Standard Occupancies DRAWING, DETAILS REFERENCED IN THIS DRA ING,
ANALG ALL APPLICABLE VP ERECTION GUIDES
ERECTION, NCLUDING TAND INDUSTRY HE TI USE OF'I'EMPOFiARY
BRACING.
NTS
10/24/2001 8:23:
BUILDING SED'S
BUILDER
Systems Builders, Inc.
CUSTOMER
Capitol Construction
LOCATION
Indianapolis, Indiana
PROJECT
OH0111248-01EP2 Drawings
BUILDERS POO
47 FILENAME'
OH0111248-01EP2 Drawings.VpC
OH0111248-01
DATE
10/24/2001
P BUILDINGS ORAWWCHECK
VAROO-PRUDE TGW/ TGW
VPC VERSION:PAGE
3.0 SED 5