HomeMy WebLinkAboutSITE & BLDG PLANS - 04-00093 - Eagle Rock Dental_ _
_ __ _
_ _ _
_ _ _ _ _ _ _ _
_ _ _ _ _ _
_ _ , ,.
,,. ..
� ,, ..
,� :.
_. ,.
,, ...... .i, �,.
F. '
_ _ _ _ _
_
,
��
__. __�
1
IM
COVER
CATCH BASIN
G-1
INDEX/ABBREVIATIONS/CONTACTS
P -1
MASTER PLAN
P-
T
UTILITY PLAN
P -3
UTILITY P LAN
P-4
UTILITY PLAN
D-1
WATER DETAI LS
D -2
WATER DETAILS
D -3
WATER & SEWER DETAILS
-4
STREET SEWER DETAILS
D-5
STORM DETAILS
_
CATCH BASIN
i
INSIDE IA R
IA.
DIAMETER
E
EAST
EL_ .
ELEVATION
FF
FINISHED FL
FT
FEET
-10
FRONT OF WALK
INV
INVERT
L.F.
LINEAR FEET
,. -_
NTS
MAXIMUM
MIN.
MINIMUM
mi
MECHANICAL JOINT
N
NORTH
PE
POLYETHYLENE
R
RADIUS
RE ' REQ'D
REQUIRED
S
SLOTH
SH
SCHEDULE
STD
STANDARD
TBC
TOP BACK OF CURB
TEMP
TEMPORARY
TYP
TYPICAL
EST
y
PHONE # WATER NOTES:
CITE' OF REXBURG
ENGINEERING DEPARTMENT , , .. .. . ®,.... .. ..... ., ......... . ... „,, . „,,,,,,, ... , . ..., .......
. JOHN MILLAR ................. .............................................. ) 3--0
DE ...................................................................................... ....I..........................
WILLIE TEUSCHR .......................... ............................... 208 528-2650
"Y� ............................... ........ ............................ . ... .. ..... ..._ .
�I�LiN BALL BEFORE l„1 ICI . . ..... .,.......... .. .., ......... .... ., ..,, ....,,,...,.,.,...... .�
E 342 1
OWNER.................. ,,,.,..,,....,.,............... .............................,. ..,.,,,..,....,..._.,..,..TERRA BAGLEY ....,.,........................ .,....,.,...,.......,...,...... 208 313-1999
SHIESS & ASSOCIATES
ENGINEER ............ ..........................................®..,,,,....,....,,.. ............................... ` ........................... ...............................
PAUL S�C�RES� —1
PROJECT
MANAGER ............................................................ ...............................
LIGHTING MOTES:
1. PROPOSED PARKING LOT LIGHTING 50+ RADIUS FOR THE LIGHT B 25' GALVANIZED LE WITH A 6' ARM WITH A FLAT LENS
AND A 150 WATT HIGH PRESSURE SODIUM LIGHT BULB.
2. EACH BUILDING IS TO BE EQUIPPED WITH TWO EXTERIOR LIGHTS IN THE REAR AND A PORCH LIGHT ABOVE EACH ENTRY IN THE
FRONT.
STORM STREET TES:
1. GRAVITY STORM DRAIN PIPE IS TO BE PVC RIBBE D ,'SST -794. 46PSI.
2. USE CURB AND GUTTER TYPES SHOWN N THE PLANS.
3. ALL CONCRETE SHALL BE CURED WITH A CURING O P UN MEETING REQUIREMENTS OF AST -1315.
SEWER _ NOTES
1. ALL SEWER MAIN LINE PIPING IS TO BE AST --3034 SDR SD( 35.
2. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 INCH DIAMETER.
.
3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
m
.
5.
f.
7.
Im
m
WT
i.1,,
Hill
ALL FIRE HYDRANTS TO BE WATEROUS OR CLOW BRAND.
FIRE HYDRANTS SHALL HAVE TWO 2-1/2- DIAMETER HOSE NOZZLES, AN
ONE 4-1/2” DIAMETER HOSE NOZZLE.
COORDINATE ALL METER INSTALLATIONS 1TH THE CITY OF RED UR.
PROPOSED MANHOLE
EXIST. MANHOLE
CHECKED:
EXISTING CURB & GUTTER
:
i
Teton ,
PROPOSED CURB & GUTTER
_ ss_8
PROPOSED SANITARY SEWER
-
PROPOSED STORM D I N.
PROPOSED WATERLINE
-10
EXISTING STORM DRAIN SEWER
SIB
EXISTING STORM IN
' -8
EXISTING WATERLINE
,. -_
NTS
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
EXIST, FIRE HYDRANT
EXIST. WATER VALVE
PROPOSED CATCH BASIN
DIRECTION OF DRAINAGE FLOW
PROPOSED LIGHT POLE
--
EASEMENT
RIGHT-OF-WAY
EXISTING
PROPOSED THIS PROJECT
................
FUTURE
LANDSCAPE
CONCRETE
DU STER
y
PHONE # WATER NOTES:
CITE' OF REXBURG
ENGINEERING DEPARTMENT , , .. .. . ®,.... .. ..... ., ......... . ... „,, . „,,,,,,, ... , . ..., .......
. JOHN MILLAR ................. .............................................. ) 3--0
DE ...................................................................................... ....I..........................
WILLIE TEUSCHR .......................... ............................... 208 528-2650
"Y� ............................... ........ ............................ . ... .. ..... ..._ .
�I�LiN BALL BEFORE l„1 ICI . . ..... .,.......... .. .., ......... .... ., ..,, ....,,,...,.,.,...... .�
E 342 1
OWNER.................. ,,,.,..,,....,.,............... .............................,. ..,.,,,..,....,..._.,..,..TERRA BAGLEY ....,.,........................ .,....,.,...,.......,...,...... 208 313-1999
SHIESS & ASSOCIATES
ENGINEER ............ ..........................................®..,,,,....,....,,.. ............................... ` ........................... ...............................
PAUL S�C�RES� —1
PROJECT
MANAGER ............................................................ ...............................
LIGHTING MOTES:
1. PROPOSED PARKING LOT LIGHTING 50+ RADIUS FOR THE LIGHT B 25' GALVANIZED LE WITH A 6' ARM WITH A FLAT LENS
AND A 150 WATT HIGH PRESSURE SODIUM LIGHT BULB.
2. EACH BUILDING IS TO BE EQUIPPED WITH TWO EXTERIOR LIGHTS IN THE REAR AND A PORCH LIGHT ABOVE EACH ENTRY IN THE
FRONT.
STORM STREET TES:
1. GRAVITY STORM DRAIN PIPE IS TO BE PVC RIBBE D ,'SST -794. 46PSI.
2. USE CURB AND GUTTER TYPES SHOWN N THE PLANS.
3. ALL CONCRETE SHALL BE CURED WITH A CURING O P UN MEETING REQUIREMENTS OF AST -1315.
SEWER _ NOTES
1. ALL SEWER MAIN LINE PIPING IS TO BE AST --3034 SDR SD( 35.
2. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 INCH DIAMETER.
.
3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
m
.
5.
f.
7.
Im
m
WT
i.1,,
Hill
ALL FIRE HYDRANTS TO BE WATEROUS OR CLOW BRAND.
FIRE HYDRANTS SHALL HAVE TWO 2-1/2- DIAMETER HOSE NOZZLES, AN
ONE 4-1/2” DIAMETER HOSE NOZZLE.
COORDINATE ALL METER INSTALLATIONS 1TH THE CITY OF RED UR.
.DRAWN:
CHECKED:
1 it achiess ,ssoiciates
ENGINEERING- PLANNING -LAN�D SURVEYING
Maho Falls 522-1244 Rexburg 358—SM
:
i
Teton ,
„
D si:
PROJECT NO.
r I
r r
PHS
REVISIONS r ,
r H or dasign
This document or 'Ony concept is the property of Schiess & Associates and lw.
8, a4l not be copied in ony fiorm without the written �i
GENERAL
r
HDRZ. SCALE: NTS
,. -_
NTS
FUTURE
_ TB = . !HJ
!L6[3j
IIiEt I! C t l t F t t l a[ 1 tat 6 3
{ t H 6. i 1 ! }961 B PFFIB6f 3I P
t a 41 995 /J4 @ /JBLtBH @@iH8 @1f1 I@ 1 8 f A fFl t
' 'y`' ••�• JJJfpF " "•x ® ISJ111341JlIIHCtIHxil@&1 tiHxlllSFiv ;I LS sFtIFt HJ5tlAl tl 111J1{ i@ H1110B1{ 5HIl H@{ IJ@@ 115tIJl@ ItJ@{ iJStl i5l111J3111f IJ11ix11Jt1tItltlillIHSi13it34itaFI36i1J tIJJi1l1IB@ 1104t IJf115{ Ii1611@ fililitE [Ft;t1lSlFx+teltlxtxldtv:ttHkt
IiEit11 { HItJ111
ti te.. 11 -I t.... 5@1' 1 J... .......... ..... .........,............................................._..........._............ ..............................° .......... ............,............ .........e...................., ,...
-
STUB OUT 1
FUTURE STORM E
t
MH RATE= m B
_g
INSTRUMENT
# 239546
BAGLEY ENTERPRISES
EXISTING BUILDING
li
TBC=61 M
LIP DOWN CURB
TBC=61.00
TBC=59.90
H I
i
TBC=59.60 T �_.�... .0 f RIM=59.90
+ N&S INV-=5J.95
/-4" SANITARY
C1r_M%11r%r"
TBC=59.80 -J
C B
1-_CB
GRATE=59.50
_j CN
a DRAT E:9'59.50
INV= 6.33
-6 0.
0
BLOCK
LOT
IN . =55° CB
TBC fO. 00 GRATE=59.59----
---
LO
0.40 ac.
0
6.5 INV. 7-_56-13
0
LO
@
TBC=6
EXISTING
S,
HIGH POINT
8" WATER
T 60.38
HIGH POINT
TBC=60.38
PHONE BOX
00 TIC 9.20
I
0 GRAT .70
TBC=59° 25
G RAT 5
C)
<
M
L
TRANSFORMER
60
q
q4
NOTE:
SINCE THE WATERLINE AND SEWER CROSSINGS
EXISTING FIRE HYDRANT
ARE AT APPROXIMATELY THE SAME ELEVATION
124'
THE WATER LINE MUST BE LOWERED AND PLACED
T
\N
LO
FF=61.20
TBC=59-50 BLOCK 2
BENEATH THE SEWER LINE. FOLLOW ALL
\N
REMOVE EXISTING SIDE W ALK, LOT 7
REQUIREMENTS OF DETAIL 2 ON SHEET D-1.
CURB AND GUTTER .1 C ac.
USE FLEXIBLE COUPLER TO
SS-5
EXISTING 8" SEWER
TRANSITION FROM D.I. PIPE
MIS
M
IN CITY ROW TO PVC PIPE
i WATER METER
INV.=52.36
IN PRIVATE PROPERTY
INSTRUMENT
# 239546
BAGLEY ENTERPRISES
EXISTING BUILDING
li
TBC=61 M
LIP DOWN CURB
TBC=61.00
TBC=59.90
H I
i
TBC=59.60 T �_.�... .0 f RIM=59.90
+ N&S INV-=5J.95
/-4" SANITARY
C1r_M%11r%r"
PROJECT NO.
03110
SHEET NO.
P — 3
TBC=59.80 -J
C B
1-_CB
GRATE=59.50
a DRAT E:9'59.50
INV= 6.33
TBC=59.50
BLOCK
LOT
IN . =55° CB
TBC fO. 00 GRATE=59.59----
---
0.40 ac.
0
6.5 INV. 7-_56-13
0
@
TBC=6
EXISTING
S,
8" WATER
PHONE BOX
00 TIC 9.20
I
0 GRAT .70
TBC=59° 25
G RAT 5
REMOVE EXISTING SIDEWALK,
CURB AND GUTTER
TRANSFORMER
q4
NOTE:
SINCE THE WATERLINE AND SEWER CROSSINGS
EXISTING FIRE HYDRANT
ARE AT APPROXIMATELY THE SAME ELEVATION
THE WATER LINE MUST BE LOWERED AND PLACED
\N
TBC=59-50 BLOCK 2
BENEATH THE SEWER LINE. FOLLOW ALL
\N
REMOVE EXISTING SIDE W ALK, LOT 7
REQUIREMENTS OF DETAIL 2 ON SHEET D-1.
CURB AND GUTTER .1 C ac.
SS-5
EXISTING 8" SEWER
MIS
M
INV.=52.36
DRAWN:
KJR
CHECKED:
KJR
Schiess & Associates
UTI LITY P LAN
1 KJR KAM! .... ...........
r !
NO. REVISIONS BY E
DESIGNED:
K JR
APPROVED:
H
Tet-on Professional Park
This document or any part thereof in detail or design"
ENGINEERING- PLANNING -LAND SURVEYING
concept is the property of Schiess & Associates and CAD NAME:
shall not be copied in any form without the written
HORZ. SCALE: 1 50
Idaho Falls 522-1244 Rexburg WS-U*2
CIVIL SITE WOR'K
authorization of Schiess & Associates.
SITEPLAN
'VENT. SCALE: ki /A
COPYRIGHT02003
PROJECT NO.
03110
SHEET NO.
P — 3
MH
RIM=58.00
t It . =54.10
C4 V
:36# ------ 32®
-4
11rFUTURE
TBC=58-88
TBC=59.90
FUTURE CB
RADIUS--20 (TYP.) TBC=58.20 TBC=59.60
0
GRATE -_
57.50
Fdd ............... ...... ......... .... .. ...................................... .......................... ....... ........... ..... .................................... ......... ......................... ............. .... ..
cdsF
010,
........................... I .................. ....................................... ......................... ............................. . .... ................ . ...... ........
..46 W4E9/ dl
1 n,
M
F TlI E F T RE -)-_L-
END INV.=53.25�,��9L.F. @ 0.22
M Ing
M1
47 1 a, IN
SS-8 --j
SD -12
M•
RIM=MATCH EXISTING SURFACE W W W
W W
SS-8
.... ...... ... -.- SS-8 SS-8 SS-8 --�- SS-8
SS-8 -�- SS-8 SS--8
SD-12
SD- 12
d9shk 0
Jr,v Ass AM AM I A-%
1; Nchie%,ss & uu, ates
16,
-LA,ND SURVEYING
:ENGI EERING*PLAN�NING
Idaho Falls 522-1244 :Rexburg 356—W92
COPYRIGHT (D 2003
-1p",-TBC= 9,20
G RAT .70
`°-PHONE BOXES
K I
UTILITY LAIN
CIVIL SITE WORK
ICU
MH EXISTING 8" SEWER
INV.=52,36
:'CHECKED,
KJR
a] W■M
DESIGNED.
KJR
APPROVM
PHS
REVJSIONS
This document or an part thereof in detail or design:!!
y
concept is the property of Schiiess & Associates and
shall not be copied in any form without the written!J
authorization of Schiess & Associates.
'CAD NAME:
SITEPLAN
VERT. SCA N/A
d9shk 0
Jr,v Ass AM AM I A-%
1; Nchie%,ss & uu, ates
16,
-LA,ND SURVEYING
:ENGI EERING*PLAN�NING
Idaho Falls 522-1244 :Rexburg 356—W92
COPYRIGHT (D 2003
-1p",-TBC= 9,20
G RAT .70
`°-PHONE BOXES
K I
UTILITY LAIN
CIVIL SITE WORK
ICU
MH EXISTING 8" SEWER
INV.=52,36
LOCATE AS
SHOD ON THE PLANS
. o
VALVE VE
TO FINISHED GRADE
FINISHED 2f D
PLACE SAFETY FLANGE OR
< f,
2 \ ±\GI NTH BREAK 3W±d
BOLTS ?° MIN 8" MAX.
±##2\ GRADE
#a on \ #2 \f
#f \\\ 2 #\ \\
ROINSWITM
[Kolow-.Imi
VALVE BOX SET TO
FITTING
SIZES
TEES PLUGS
U U
DIA. AS REVD BY
1/2" BELOW
n
;D -D:
SIGNED: �APPROVE
A
B
SPRINKLER SYSTEM
FINISHED GRADE
A
B.
A
DESIGN BY OTHERS)
FINISHED GRADE
C-4
ly-2pt
1'—q"
-is
1p-8pt
JL
1'— 7"
0'— may
W ATTS SERIES
Me Fr-
it-11
2 5 5
—11
21 2
V-10"
009 RPZ
9"
VALVE NUT EXTENSION TO
8)9
20-8"
21-600
BACKFLOW
31— 01P
WITHIN 6" OF SURFACE
-.1 "
i qvp
PREVENTOR OR
3?— 4"
31-3"
L207%
31 —10#1
3$-01%
EQUIVALENT
I NOTES THIS SHEET:
1'-11 tH
12"
ti
S-10"
4P-8pt
1. SIZE BACKIFLOW PREVENTOR PER
THREADED GATE VALVE
' -3"
j
2J "
—3
14"
IRRIGATION SYSTEM DESIGN (BY
(3" AND LARGER ONLY)
6'— 691
4' -11'A
4P-9'p
3— 5"'
OTHERS).
'_5"
2. IRRIGATION SERVICES ARE TO
Ap
BE PLACED PER IRRIGATION
THREADED
DESIGN (BY OTHERS).
THRUST BLOCK
GALV. PIPE
3. USE METER BOX DETAILS AND
SIZES IN ACCORDANCE WITH CITY
OF REXBURG REQUIREMENTS AND
USE RESTRAINED JOINT TEE FOR : ;:
IN ACCORDANCE NTH IRRIGATION
3" AND LARGER IRRIGATION
SYSTEM DESIGN NEEDS BY
SERVICE, USE A CORP STOP FOR
i
OTHERS).
2" OR SMALLER INSTALLATIONS
RESTRAINED JOINT
L----------- j
WATER METER IN BOX
4
PIPE PER IRRIGATION
SEE NOTE 3
DESIGNER
RESILIENT SEAT GATE VALVE FOR 3" AID
TYPICAL IRRIGATION
SERVICE
LARGER SERVICES. USE CURB STOP FOR 2
OR SMALLER INSTALLATIONS
DIMENSION FOR THRUST BLOCKING
FITTING
SIZES
TEES PLUGS
90'BEND
45* BEND ,'YES
REDUCERS &
22* BEND
n
;D -D:
SIGNED: �APPROVE
A
B
A
B
A
B.
A
B
4
11-7*0
ly-2pt
1'—q"
1p-8pt
01 -1. 0"
1'— 7"
0'— may
6"
2'— 0
it-11
2 5 5
—11
21 2
V-10"
1 7"
9"
0'-10"
8)9
20-8"
21-600
-7
31— 01P
2P-5p'
-.1 "
i qvp
10"'
3?— 4"
31-3"
L207%
31 —10#1
3$-01%
2'— 9 "
2F-2v'
1'-11 tH
12"
4'— 0
S-10"
4P-8pt
41— 8 1V
" 3P—B
' -3"
" 2 7
2J "
—3
14"
5'— 5"
S— 10"
6'— 691
4' -11'A
4P-9'p
3— 5"'
30-5 1;
'_5"
b.
4 1�t
N' Nv
\A
V/ A
TEE
3 � THRUST BLOCKING DETAIL
REDUCER
0
CY
U-1
CL
Uj
0
I y.
a
TOUCH READ BUTTON-\,,
1" METER-\
n
1
12" BARREL EXTENSION----___,
C
;: HECKED:
P"ff,v KJR
A01b
Schiess: Associates
1 " S 40
n
;D -D:
SIGNED: �APPROVE
REVISIONS
KJR P'HS
This document or any part thereof in detail or design
S/W CAPS
ENGI�NEERING* PLANNING -LAND SURVEYING
ME: H�ORZ. SCALE: NTS
concept is the piroperty of Schiess & Associod-1-
sholl not be copied in any form without the written
tdoho Faft, 622-1244 Rexburg W6-6092
authorization of Schiess & Associates.
DETAILS ERT. SCALE
COPYRIGHT02003
0
CY
U-1
CL
Uj
0
I y.
a
TOUCH READ BUTTON-\,,
1" METER-\
n
1
12" BARREL EXTENSION----___,
U0j
1 " S 40
PVC PIPE WITH
S/W CAPS
CL
LU
0
uj
z
STRAP SERVICE LINE
TO 1" PIPE WITH
Uj
>
bj
0
ELECTRICAL TIE
0
>
C)
iy-
2" MIN.
bj
V)
STD SIZE POLYTUF
0
<
METER BOX OR EQUAL
U-)
0
LL
M
1" IPS SDR-7 HIGH 0 I
MOLECULKK-)ENSITY
POLYETHYLENE PIPE,
CONNECT TO METER
& ANGLE METER VALVE
W/APPROXIMATE FITTINGS
--- HOUSE SIDE —
TOUCH READ BUTTON
RING
12" BARREL EXTENSION—,
1 1/2" OR 2" METER
1 1/2" OR 2"
PE SERVICE LINE
AS REQD
,--LID & COVER
XfSIDEWALK, STREET OR
LAWN LEVEL
,-2fi' POLYETHYLENE
INSULATION PAD
FOR 1 1/2" & 2" METERS
rNAML & UUVLK-\ (2) #4 DEBAR HOOPS
fi ®p FINISHED GRADE
I
CONCRETE COLLAR
PRECAST MONOLITHIC
CONCENTRIC CONE SECTION
``�— GASKET ALL JOINTS
PRECAST CONCRETE
MANHOLE- BARREL SECTIONS
AS RE'D
4
0
COMPACT 1" M.X.
BAC FILL IN 6r LAVERS
TO 95% OF ASTIR D- 698 --. l
COMPACT APPROVED
f of l ��.
BEDDING MATERIAL
r t - TO 95% OF A�STP� D-698 9
MAX MAX
...- -� � . ;-- `'�,s1 � err ,` :•
t n f .. ` •. if
SHAPED UNDISTURBED SOIL.
EXCAVATE FOR BELL HOLES.
SHAPED SUB'CRADE GRANULAR FOUNDATION
PIPE BEDDING FOR RIGID PIP
RUBBER BOOT PIPE BEDDING DETAILS
4NISH GRADE --
FINISH GRADE
CAP OR PLUG AND INSTALL
SERVICE LIFE MARKER
PER SD -512 (TYP. )
p
MIN- GRADE 1/4 /FT. 2
1 4 �` FT.�2 ��
SIN, GRADE
4"-1/8 OR 1/16
1
BEND AS NEEDED
2 -5' BENDS
ABSOLUTE MIN. GRADE 1 /8 " /FT. 1 %
>
ON
NOT E6
MIN. GRADE 1 /4 -/FT, (2%)
I
1. ALL SERVICE LINES TO BE 4"
_ y
INSIDE DIAMETER UNLESS
OTHERWISE NOTED.
r
2. TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED
'
BY THE ENGINEER.
3. TYPE "E" ALLO'C'ABLE FOR TRENCHES
15 FT. DEEP OR GREATER NTH
n
PPE— APPROVAL BY THE ENGINEER.
f.
-no
4. USE " OF TYPE I BEDDING ALL
AROUND EACH SERVICE.
3 SANITARY SEWER
- SERVICE LINES
fig, s�
j
/o
ti.�.Jti •• `� �s,�ri
TEE OR APPF
CGNNECTIn
TYPE
(SEE NOTE 2)
Teton -Professional Prark
CONNECTION
TYPE A
TYPE
x.�
SIDEWALK 4'
TOP BACK OF CURB
PROFILE GRADE
SEMINARY STREET-,-
LIP OF GUTTER
2
SCORE LINE
PLAN
1 )FLARED DRIVEWAY DETAIL
CRUSHED ;GRAVEL BASE
I
I
2
psi
T low
SLOPE
LOPE
A 44
8"
I
11-6"
6 � LIP DOWN CURB & GUTTER DETAIL
ME
N,chiess & Associates
ENGINEERI;NG*P'LANN�lNG�,PLA,N;D SURVEYING
Who Fdlm $22-1244 Rexburg 358—W92
44S COPYRI(W92DO3
STREET & SEWER DETAILS 03110
NO.
CIVIL SITE WORK I SHEET D:-4
;CHECKED:
...........................
KJR
DESIGNED-
I
APPROVED:
REVISION5�
KJR
PHS
This docuim;enit or any part thereof in detail :or desiqn�'i
concept Is the property of Schiess & Associates and
AD NAME:
HORZ. SCALE-
N Tz
tte
shall not be copied In any form without the wrli n
authorization of Schloss & Associate&.
11 DETAILS
:
VERT. SCALE.
N,chiess & Associates
ENGINEERI;NG*P'LANN�lNG�,PLA,N;D SURVEYING
Who Fdlm $22-1244 Rexburg 358—W92
44S COPYRI(W92DO3
STREET & SEWER DETAILS 03110
NO.
CIVIL SITE WORK I SHEET D:-4
M/
cl
ADJUSTING BOLTS -
C3 #4 REBAR BY
MANUFACTURER-
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO RECEIVE
UP TO 15" DIA. PIPE -
GASKET FOR PLASTIC PIPE
Aoft
m
3chiess & Associates
ASL
AM ENGINEERING-PLANNING -LAND SURVEYING
kfoh(L-
COPMGHT02003
I
GRATE
A 9P
INLET BOO
1 —0
I 'd
Cl
CURB & CUTTER
SEE DETAIL
- TBC
,-- SIDEWALK
sLoPE
('B-- SECTION B
31-0"x6"x3/8"
STEEL PLATE
3 1/2"
2"
STORM DETAILS
CIVIL SITE WORK
MARK
LOCATION
SIZE
LENGTH
QUANTITY
C3
CURB AND BOX
4
,_o,9
4
cl
ADJUSTING BOLTS -
C3 #4 REBAR BY
MANUFACTURER-
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO RECEIVE
UP TO 15" DIA. PIPE -
GASKET FOR PLASTIC PIPE
Aoft
m
3chiess & Associates
ASL
AM ENGINEERING-PLANNING -LAND SURVEYING
kfoh(L-
COPMGHT02003
I
GRATE
A 9P
INLET BOO
1 —0
I 'd
Cl
CURB & CUTTER
SEE DETAIL
- TBC
,-- SIDEWALK
sLoPE
('B-- SECTION B
31-0"x6"x3/8"
STEEL PLATE
3 1/2"
2"
STORM DETAILS
CIVIL SITE WORK
CN
Non-Std Secondary Part Schedule
Part Thick. Depth Lap
002C2107217 040590 8 1/21,
4
0 T —011
25 1 -2tv
SECONDARY ELEVATION AT D
RN
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT D
ZEVI DATE I BY 1- DESCRIPTION BUILDER AnRa
VP Ref: Shy Name = Main 1. Wall = 7
THE VP ENGINEER'S SEAL APPLIES
s
Building OOIBC
HE DRAWING, INCLUDING THE INFORMATION HEREON,
ONLY TO THE WORK PRODUCT OF
Code:
REMAINS THE PROPERTYOF VP 8UILDING.S.
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00 psf
rr IS PROVIDED SOLELY FOR ERECTING THE BUILDING
D
REQUIREMENTS SPECIFIE BY VP.
THE VP ENGINEER'S SEAL DOES
Coll. Load: Gravity 1.00, Uplift 0.00 psf
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
ANYOTHER PURPOSE WfrHOUT PRIOR WRffTEN
APPROVAL OF VP BUILDINGS.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
Wind Exposure: C
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALrTYWORKMANSHIP
FORMA 'CE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category: 1. Fully Exposed
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
Seismic Hazard / Use Group: Group 1
AND INDUSTRY STANDARDS PERTAINING TO PROPER
,BLj_jjdjp_a' Use:a:L_aL�jar� Qcgj;gg1pgy StL�LQL1'j=_j
E RECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
RN
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT D
ZEVI DATE I BY 1- DESCRIPTION BUILDER AnRa
OPart Mark Key
I 03CO611417
I
T-i
I
;61 -011
0
IF 9141114�111111
VP Ref: Shape
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20,00 p
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category: I Fully Exposed
.Seismic Hazard / Use Group: Group 1
Main 1, Wall = 8
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTYOF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRiBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOTBE MODIFIED REPRODUCEDOR USED FOR
ANY OTHER PURPOSE WNOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR ANDJOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITYWORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRYSTANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
:NO'S
12/10/2003 5:53:32
XNAME: 4091 aale Rock Den:i.al 48xl24x1.0 12-8-01.VPC
15 UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS,
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
ve Her: ,jnape
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snowa 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP, Snow Exposure -Catecrory: 1 Fully Exposed
Seismic Hazard / Use Group: Group I
QggU2an
10 41-011
Main 1, Wall = 9
THE DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTYOFVP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE W*HOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRA DF-TAL8 F ERENrED IN THE DRAWING,
'a W"'G 1 1' 10
.LL APPL ABLE VPj RECT N GUIDES,
AND INDUSTRY STANDARDS PERTANNGTO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS'_'*____`________ -
12/10/2003 5 o 53 : .3.3
CD
XNAME: 40 91, Eaale Rock Df:mt.al 48x1.24x1.O 12-8-03.VPC
SMIC 7 • STEEL Plf"JE
COLD FORMED LIGHT GAGE SHAPES
BRACE k
ROLLED STRUCTURAL CABLES
HOT SHAPES
HOLLOW STRUCTURAL SECTION (HSS)
ROOF AND WALL SHEETS
BOLT
GRADE 0
GRADE GRADE 55
GRADE
E r O GRADE T
GRADE
GRADE 0 a� NOTED
7`
ICI30
APPROVAL
ISO 9001 CER
C" OF LOS ANGELES TYPE 1 FABRICATOR
BUREAU CITY OF SEATTLE
CANADIAN WELDING D
-
DRAW NG RELEASE HISTORY
- -
TYPE
DATE
DESCRIPTION
GENERAL NOTES
1. MATERIALS ASTM
-
STRUCTURAL STEEL PLATE A529 OR A572 OR A 1011 SS GRADE50
COLD FORMED LIGHT GAGE SHAPES A1011 SS GRADE55
BRACE RODS A572 GRADE UNLESS NOTED
-_
-
STRUCTURAL CABLES A475 GRADE EH
HOT ROLLED MILL SHAPES A36 OR A72 F= 36 KSI OR GRADE
H L TRU TU L SECTION (H SS) A500 GRADE B
ROOF AND WALL SLEETS A653 OR A792 GRADE50 T
A7 AND A325 A2, UNLESS DOTED
2. STRUCTURAL PRIMER
AINT IS A DEIST INHIBITIVE PRIMER ND IS VP BUILDINGS
THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS,
-
3. A325 BOLT TIGHTENING REQUIREMENTS
DRAWING INDEX
- _ - ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS RIOTED OTHERVMSE ON THE DRAVMNGS AND DETAILS ARE
SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE-TENSIONED AND
-
DRAWING TITLE
PAGES
INSPECTED IN ACCORDANCE VMTH THE LATEST EDITION THE AISCfiRCSC " SPECIFICATION FOR STRUCTURAL JOINTS
USING ASTM A325 A490 T "' AND THE APPLICABLE BUILDING E. WASHERS HEF ARE NOT REQUIRED WIEN
Cover,
THE'7URN-OF-NUT'TIGHTENING PROCEDURE IS USED. IF OTHER BOLT TIGHTENING IN PROCEDURES ARE USED,
LONGER BOLT AND WASHERS AS REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY
Notes
OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS.
Anchor Bolt Plan
4. BUILDER / CONTR ACTOR RESPONSIBILITIES
Primary Structural
VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERVV1SE IN THE
- _
CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
Secondary Structural
TOLERANCES WILL GOVERN THE MRK A VP BUILDINGS spEcinCATION BOOKLET IS AVAILABLE UPON REQUEST)
- -
-
IN E - DISCREPANCIES B EN �P UILDIN TUTU L AND PLANS TRADES,
Coved ng
THE VP BUILDINGS PLANS SHALL GOVERN,
Drawings Special
IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND
NECESSARY PERMITS FROM CITE", COUNTY, STATE, OR FEDERAL AGENCIES, A REQUIRED.
Standard Erection Mails
APPROVAL OF 'P BUILDINGS \/MN TITUTE THE BUILDER f T T ORS ACCEPTAN THE
P BUILDINGS INTERPRETATION THE CONTRACT PURCHASE ORDER.
ONCE THE HEAL t CONTRACTOR OR A/E FIRM HAS SIGNEDVP BUILDINGS APPROVAL PACKAGE, CHANGES
-
FROM THE PURCHASE ORDER BY THE BUILDER VVILL BE BILLED TO THE BUILDER l CONTRACTOR FOR MATERIAL,
ENGINEERING, AND HANDLING FEES. SUCH NNE USE THE PROJECT T E MOVED FROM THE
FABRICATION AND / OR SHIPPING SCHEDULE, A PENALTY FEE'MAY BE CHARGED IF THE PROJECT UST BE
MOVED FROM THE FABRICATION AND/ OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND
DETAILING APPROACH PLIE TH THE PURCHASE
THE BUILDER f CONTRACTOR OR AIE FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT DITI
ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE
TO BE CONSIDERED AND COORDINATED THE BUILDER/ CONTRACTOR FIRM, UNLE SPECIFIC
DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AT PART OF THE
PURCHASE ASE DER, VP BUILDINGS ASSUMPTIONS ALL GOVERN,
THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS ARID SPECIFICATIONS
COMPLY VMTH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY, SUPPLYING
SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING NOT IMPLY OR
CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER EER I ACTINIC AS THE ENGINEER
EE
OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT,
THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR T AND ERECTION STEEL
BUILDING EDITS IN ACCORDANCE TH VP BUILDINGS "FCR CONSTRUCTION" DRAWNGS.
TEMPORARY SUPPORTS - BRACING REQUIRED FOR THE BUILDING ERECTION TI LL BE THE RESPONSIBILITY
OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL.
5. VP BUILDINGS IS AN APPROVED FABRICATOR
WITH THE FOLLOWING CERTIFICATIONS,,,
ICBOAPPROVALS
LOCATUT CA
C
AID
APPROVAL # FA -240
FA -376 FA -377
FA -378 FA,-
FA -401
ISO 9001 CERTIFIED
�-
CITY OF LOS ANGELES TYPE I FABRICATOR
CITE OF SEATTLE
CANADIAN ADIAN LDIN UR U DIVISION 1 CERTIFICATION
VP Buildings, Inc. 3200 Players lab Circle Memphis TN 38125
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP
Building Code: OOIBC
THIS DRAWING. INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
: �
COVER SHEET
AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED B VP. THE
T, ve Load: (Reducible) 20.00 psf
r
VP ENGINEER'S SEAL DOES NOT APPLE` TO THE PERFORMANCE O �. DESIGN � � GN
n
Coll. %Oad &Giavit 1.00 Uplift 0.00 sf
� a p �
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED N THE APPLICABLE PURCHASE ORDER AND
�
�,
BUILDER J0 6
Teton West
OF ANY OTHER PRODUCT OR COMPONENT FURNISHED �,r
% P EXCEPT E P O
Wind Speed: 90.00 mph
p
SHALLNC�TgI I�c�Di�IED ,�EI���t�UCEDc�RUSEDFaR
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
CUSTOMER -
ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
Wind Exposure: C
APPROVAL OF VP BUILDINGS.
DATE
Roof Snow: 4
f p y
THE GENERAL CONTRACTOR AND/OR ERECTOR _ SOLELY
�
LOCATION
Snow Exposure Category: 1 Fully Exposed
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
BUILDINGS, INC.
Idaho
-
PROJECT
_
BUILDING
A�'NICHECK
Seismic Hazard / Use Gr ou Gr ou 1
ALLY PLI� B E VPBU LDINGS ECTION GUIIDE
'
� qE
4091 Eagle Rock De'ntal 48x224 lO 12- �?
VA9CO� PRUDEN
- a
Building Use :Standard Standard. c�ccu S
' � ��� �'.�U � tli r a'
AND INDUSTRY STANDARDS P
A �+IG TO ROPER
ERECTION, INCLUDING THE CORRECT USE OF TEtu1PC7RA4R`f �
BRACING.
-_
- ,
BUIL(�ERS P(1�1 VPC VERSION: 4 m Ob
_ - E:
.19 /1n/9no -1 m `A -1�1 FILENANtd�1�1
Additions to Existing Structures:
VP assumes no liability for snow accumulation loads that may be imposed on existing structures
due to the proximity of this building.
Bracing:
Metal building brace rods and cables work in pairs to balance the forces caused by initial tensioning.
Care must be taken when tightening brace rods or cables so as not to cause accidental damage
or misalignment of building components. All rods/cables must be installed loose and then tightened
sequentially and equally to maintain proper alignment of components. When properly tightened, rods
and cables should not exhibit excessive sag. For long or large rod bracing it may be necessary to
support the rod at mid-bay by suspending it from a purlin at the appropriate elevation.
Bracing for seismic or wind loading of suspended objects that are not partof the VP structure
must be designed by a qualified professional engineer. The design must meet code requirements
anA safely deliver the lateral loads to one of the VP primary bracing systems. Inaddition, the
bracing must be designed and erected in a manner that will not impose torsional or minor aAs
loads, or cause IF failures in any VP structural components. No material may be cut, drilled,
orotherwise removed from any part of this VP building without the consent of VP, The engineer
(CAN / CANNOT) rely on the VP roof deck to act as a diaphragm. VP accepts no responsibility for
the design and installation of bracing for objects; that are not fumished or specified by VP.
Field Welding-,
All field welding shaill be done in compliance with AWS procedures by welders qualified to
perform the weld as directed by the associated welding procedure specification ('WPS). A WPS sh
be prepared by the contractor for each welding variation specified, as required by code. Unless
noted otherwise, use E70XX electrodes. The contractor shall provide for any code specified special
inspections.
Wall Openings
Unless specifically noted otherwise on these drawingsor the VP Buildings contract documents, all
closeable wall openings such as windows and doors must be designed to resist the same code prescribed
wind loads as applicable to the building. VP Buildings will notconsider these as openings for the
purpose of determining the building enclosure category unless specifically instructed in writing to do so.
Field Modifications-
OF
Do not add loads to or otherwise modify this,VP Biu Iding structure in any way. Any additions r
modifications to this VP Building structure, including removal o , of cladding, must be performed
under the supervision of a qualified licensed professional engineer who accepts all responsibility for the
adequacy and conseq' uences, of the additions or modifications. VP Buildings, Inc. accepts no resiponsiti
for the consequences of any additions or alterations to-t;his structure.
I he governing code may require roof snow
If snow retention devices are required on this building, t
loads to be increased. Requirements for snow retention de\Aces and the actual roof snow loading,
must be specified in the contract documents. It is the responsibility of the Builder to verify with the
Building Official and owner the required snow loading and whether or not snow retention devices will be
used. VP Buildings, Inc. accepts no responsibility for the performance or consequences of these snow
retention devices.
Removal of wall or roof:cladding or segments thereof may seriously reduce the ability of the building
to resist design loads, and must not be done except under the supervision of a qualified licensed
professional, engineer who accepts all responsibility for the adequacy and consequencesof the modifications.
Continuous girts and purlins must not be cut without the advance written consent of VP, This
includes but is not limited to cuts made for installation of field located framed openings for doors,
louvers, windows, mechanical systems, and similar devices.
I I •
The engineer responsible for the design of the masonry wall is also responsible for ensunin
that the design of the wall (including its base detail) is compatible with the deflection criteria f]
this building. VP accepts no responsibility for the design of masonry walls.
The VP eave purlins and rake channels are not designed to support lateral loads from masonry
or other walls not by VP;. Walls not by VP must not be attached to VP eave purlins or rake
beams, other support material must be included.
Independent Mezzanines:
Independent mezzanines must be designed by a qualified professional engineer to meet all code
requirements. The engi::: eer must also ensure that proper isolation from the VP building has been
M rovided to avoid impact due to differential movement, VP accepts no responsibility for the design
of independent mezzanines.
Panels:
Oil Canning is an inherent characteristic of cold formed roof and wall panels, It is the result of several
factors that include, but are not limited to, induced stresses in the base material, fabrication methods,
installation procedures, and post installation thermal forces. Oil Canning does not affect the structural
integrity or overall performance of the metal panels. Oil Canning is an aesthetic issue only and is not
grounds for rejection of the panels.
Pa rapets:
i
Buildings with parapet walls and internal gutters must e misle Wt rainwater overflow
mechanisms (such as scuppers) to prevent the accumulation of water in the event of a gutter
blockage. It is the responsibility of the contractor to make sure that the scuppers are of the
appropriate size, quantity, location, and design to prevent water accumulation on the roof, Failure
to do so can result in building collapse, VP accepts no responsibility for the design and
installation of overflow mechanisms.
Butyl - Service Temperature Range: -40 degrees F to 220 degrees F (-40 degrees C to 104 degrees C)
Tape - Service Temperature Range -60 degrees F to 212degrees degrees C to 100 degrees G)
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC REMAINS THE PROPERTY OF VP BUILDINGS,
ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTINGTHE BUILDING
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf SHALL NOT BE MODFIED REPRODUCED OR USED FOR
THE VP ENGINEER'S SEAL DOES ANYOTHER PURPOSE WNOLIT PRIOR WRITTEN
NOT APPLY TO THE PERFORMANCE Wind Speed, 90.00 mph APPROVAL OF VP BUILO NGS.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C THE GENERAL CONTRACTOR ANDIOR ERECTOR 6 SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALn-YWORKMANSHP
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
FORMANCE REQUIREMENTS DRAWING
L09TALS REFERENCED IN THIS DRAWING,
ABLE VP EJQr
SPECIFIED BY VP. Snow Exposure Category: 1 Fully Exposed ALLAPP 'TIONGUIDES,
AND INDUSTRY STANDARDS PERTAININGTO PROPER
Seismic Hazard Use Group, Group 1 ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
'0— 4 1 A 4. -- T7--. C4- rry A - 4 r"' —.-,1 Tv- n " ^, m , Q 4- -, , . +-, i -,- BRACING,
C)
CX001 CX003
251-21
201-811 —20 9-8 - if
PRIMARY AND ROOF BRACING PLAN
2 611
1 01_017
F_]Dimension Key
VP Ref: Shave Name = Main 1, Shape = Main 2
1. USE
1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
0
AND
GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible)
20.00 psf
C) 41-011 51-411
SEE
c
�.EGX001
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
Coll. Load:Gravity 1.00,
Uplift 0.00 psf
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE WtHOUTPRIOR WRITTEN
CN
C-D
REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
r5
CD "I'
CD
CD C)
C:)
r
0
�BGX003- GX004
10,
Wind Exposure: C
. I
X'NX0030o 00
t 0 19 19
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
�Jo U 1
EXCEPT TO ANY DESIGN OR PER-
251-21
201-811 —20 9-8 - if
PRIMARY AND ROOF BRACING PLAN
2 611
1 01_017
F_]Dimension Key
VP Ref: Shave Name = Main 1, Shape = Main 2
1. USE
1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
......
AND
GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible)
20.00 psf
rr IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SEE
JOB DETAILS FOR BOLT LENGTHS.
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
Coll. Load:Gravity 1.00,
Uplift 0.00 psf
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE WtHOUTPRIOR WRITTEN
2. SLOT
REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph,
APPROVAL OF VP BUILDINGS.
SIDE
OF THE WEB AS THE HILLSIDE WASHER.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
Wind Exposure: C
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALITYWORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WrrH THIS
F ORMANCE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category:
1 Fully Exposed
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUiDES,
Seismic Hazard Use Group:
Group 1
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
0
[Biallding—Us
KUr
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphlis TN 38125
�l� 1�.�
NTS
12/10/2003 5:53:05
co
Teton West
Idaho
BU21LEDINGS
4091 Eagle Rock Dental 48x124 1 -8 -03
4091 Ea.cTl(-- RLOck Dental 48x.1,24xlO 2 -0--0. VPC
12/5/2003
0 Frame Member Schedule
O
le
Part
Mem. Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id
Qty
Bolt
Bolt
plate
Rows Rows Tension Washer
CX001
1 51,
.2500
.1345
1 1-011
2
81-0 15/1611
Dia.
Length
Thick.
Out In Bolt
RBX001
2 5
.2500
.1345
21-01f
9
259-3 1/411
A
12
3/411
2 1/4
5/8
3 3
3 519
.1875
.1345
911
9 if
B
4
3/4"
21,
3/8 if
1 1
RBX002
4 511
.1875
.1345
911
911
251-3 1/411
C
2
3/411
1 1/211
5 5 11
.2500
.1345
9 if
2 1-011
CX002
6 511
.2500
.1345
11-011
V-111
81-0 15/1611
EGX001
7 5 11
.0590
2@.0590
8 1/211
8 1/2 if
121-6 1/1611
EGX001
8 511
.0590
2@.0590
8 1/291
8 1/211
121-6 1/1611
0 0
Ln Ln
0 0
Frame Clearances
Horiz. Clearance between members 1 (CX001) and 6 (CX002) 42 1-511
Vert. Clearance at member I (CX001) .- 8 1 -0 15/1611
Vert. Clearance at a bler 6=002): 81-0 15/1611
Finished Floor Elevation = 1001-01, (Unless Noted Otherwise)
11 -0 -6
21-611 1
3 12 1 11 Y
81-011
FRAME CROSS SECTION AT FRAME LINE (S) 6
VP Ref: Spa
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load® (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load-Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 0' 00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category: 1 Fully Exposed
Seismic Hazard / Use Group: Group 1
= Main 1 Wall 2, Frame 1
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NI"S
07
12/10/20 03 5: -
531
T
T
9:
FRAME CROSS SECTION AT FRAME LINE (S) 6
BUILDER JOB #
Teton West
CUSTOM O- DATE
LOCATON Idaho 12/5/2003
BUILDINGS DRAWWCHECK
PROJECT 4091 Eagle Rock Dental 48x1 24x1 1, -8-033,Pwm
� 9 1: PAGE
BUILbEffs VPC_VER81ON: 4 , Ob
4091 Eagle Rock Dental 4Ax1.24xl0 12-8-03.V'Prl
0 Frame
Member
Schedule
0 A325
Bolt
Connection
& Plate
Schedule
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
ICX003
1
511
.2500
.1345
if-oil
21-311
71-11
7/1611
Dia.
Length
Thick.
Out In Bolt
RBX003
2
511
.2500
.1345
21-211
jjfl
251-3
1/411
A 12
3/411
2 1/411
5/811
3 3
3
519
.1875
.1345
1111
911
B 4
3/4"
2 111
3/891
1 1
RBX004
4
511
.1875
.1345
911
11 TV
251-3
1/411
5
511
.2500
.1345
11 11
21-2"
CX004
6
511
.2500
.1_
21-311
7v-11
7/1671
CD
r-H
C\j
0 0
LIB U-)
0 0
44 44
Frame Clearances
Horiz. Clearance between members I(CX003) and 6(CX004),., 421-111
Vert, Clearance at member 1(CX003): 71-11 7/1611
Vert. Clearance at member 6(CX004)-. 71-11 7/161,
Finished Floor Elevation = 1001-01, (Unless Noted Otherwise)
1. USE 112 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
.481-011
FRAME CROSS SECTION AT FRAME LINE (S) 5
THE VP ENGINEER'S SEAL APPLIES Building Code, OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20-00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 90.00 mph
oR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 p
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category- 1 Fully Exposed
Seismic Hazard / Use Group* Group 1
= Main 1 Wall 2, Frame 2
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
RE MAIN$ THE PROPEMOF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANY OTHER PURPOSE W(rHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITYWORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THE
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAININGTO PROPER
ERECTION, INCLUDINGTHE CORRECTUSE OF TEMPORARY
BRACING.
VP Buildings, Inc.
r0- Club Circle Memphis TN 38125
NTS
1,2/1.0/2003 5!534.09
T
r.
XNAME: 40 91 Eaale Rock D(,nmtal 48x124xl,.O 12-8-09.VP(',
0 Frame
Member
Schedule
OA325
Bolt
Connection
& Plate
Schedule
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
_CX003
1
511
.2500
.1345
1 1 _01T
21-311
71-11
7/1611
Dia.
Length
Thick.
Out In Bolt
RBX005
2
511
.2500
.
1114
25'1-3
1/411
A 12
3/411
2 1/411
5/811
3 3
3
511
.1875
.1345
1111
911
B 4
3/411
291
3/891
1 1
RBX004
4
511
.1875
.1345
911
1111
251-3
1/411
5
511
.
1111
21-2f'
CX004
6
511
.2500
.1345
1;_011
21-311
71-11
7/1611
Ln
0
44
Frame Clearances
Horiz. Clearance between members I (CX003) and 6(CX004) 42 T -1
Vert, Clearance at member 1 (CX003) 71-11 7/1611
Vert. Clearance at member ;6 (CX004) 71-11 7/1611
Finished Floor Elevation = 1001-011 (Unless Noted Otherwise)
1. USE 1/2 DIA• A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
2• SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
81-011
liq
VP Ref: Sh��pe
THE VP ENGINEER'S SEAL APPLIES Building Code- OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load: Gravity 1.00, Uplift O,00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT I
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category: 1 Fully Exposed
Seismic Hazard / Use Group: Group 1
= Main 1 Wall 2, Frame 3
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTYOF VP SULDNG-%S-
ITO PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANY OTHER PURPOSE WIV ZUT PRIOR WRrI'TEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING TAILS REFERENCED IN THE DRAWING,
ALL APPLOBLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/10/200--1 5:53:10
0 Frame
member
Schedule
Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Horiz.
Clearance between members I (CGX001)
and 8 (CGX001) 451-2 11
Vert.
(-)A325
Bolt
Connection
& Plate
Schedule
Part
®
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
_CGX00l
1
511
.0590
2@.0590
8
1/211
8
1/211
71-8 7/811
Dia.
Length
Thick.
Out In Bolt
BGX001
2-4
5 If
.0820
2@.0820
8
1/211
8
1/211
251-3 1/411
A 4
1/211
1 1/21,
3/811
1 1
BGX002
5-7
519
.0820
2@.0820
8
1/211
8
1/211
251-3 1/411
B 6
3/411
211
3/811
1 2
CGX001
8
511
.0590
2@.0590
8
1/211
8
1/211
71-8 7/811
EGX002
9
519
. 0590
2@.0590
8
1/211
8
1/29V
111-8 15/161,
EGX003
10
511
$
8
1/211
8
1/211
111-8 15/16T,
T
c:�T
M -P
CD
T-1
Oq
Frame
Clearances
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Horiz.
Clearance between members I (CGX001)
and 8 (CGX001) 451-2 11
Vert.
Clearance at
member
1 (CGX001) 8 1-11
3/41,
Vert.
Clearance at
member
8 (CGXO 0 1) 8 1 -
11
Vert.
Clearance at
member
9 (EGX002) 121-8
1/161,
Vert.
Clearance at
member
10 (EGX003) 121-8
1/161,
Fin'Ished Floor Elevation
= 1001-01, (Unless
Noted Otherwise)
121-699 —2 31 ®011 121-699 ....... . .. ....
48 1 -011
FRAME CROSS SECTION AT FRAME LINE (S) 1
= Main 1 Wall 2, Frame 4
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHE R PURPOSE Wffi-ibUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR ANDJOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANS HIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRYSTANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY
BRACING,
VP Buildings, inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/1-0/2003 5:53-12
N
FRAME CROSS SECTION AT FRAME LINE (S) 1
BUILDER Teton,West JOB#
CUSTOMER DATE
LOCATION Idaho 12/5/2003
1: N 0, CHECK
PROJECT 4091. Eagle Rock Dental 48x124x1 ') 1 -8-03DPRxaq
=O# VPC VERSION; 4 . Ob RAGE
4091 Eaalp Rock Dental 48x124x10 12-8-03�VPC
VP Ref: Sha2e_
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00 p
REQUIREMENTS SPECIFIED BY VP,
THE VP ENGINEER'S SEAL DOES
Coll. Load:Gravity 1.00, Uplift 0.00 pSf
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
Wind Exposure: C
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
FORMAN CE REQUIREMENTS
SPECIFIED BY VPw
Snow Exposure Category: 1 Fully Exposed
Seismic Hazard / Use Group: Group 1
= Main 1 Wall 2, Frame 4
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHE R PURPOSE Wffi-ibUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR ANDJOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANS HIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRYSTANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY
BRACING,
VP Buildings, inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/1-0/2003 5:53-12
N
FRAME CROSS SECTION AT FRAME LINE (S) 1
BUILDER Teton,West JOB#
CUSTOMER DATE
LOCATION Idaho 12/5/2003
1: N 0, CHECK
PROJECT 4091. Eagle Rock Dental 48x124x1 ') 1 -8-03DPRxaq
=O# VPC VERSION; 4 . Ob RAGE
4091 Eaalp Rock Dental 48x124x10 12-8-03�VPC
0 Frame
Member
Schedule
Rows
Rows Tension Washer
Dia.
Length
Thick.
Out
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx.
Lgth
-CGX002
1
511
.0590
2@.0590
8 1/2"
8
1/211
61-8 7/811
seismic Hazard / Use Group: Group 1
BGX003
2-3
511
.0590
2@.0590
8 1/211
8
1/211
101-10
3/811
BGX004
4-5
511
.0590
2@.0590
8 1/2"
8
1/211
101-10
3/81,
_CGX002
6
51,
.
8 1/211
8
1/21111
61-8 7/811
nr_�VM�M_
W�IM
Lut
&A325 Bolt Connection & Plate Schedule
Id Qty Bolt
Bolt
Plate
Rows
Rows Tension Washer
Dia.
Length
Thick.
Out
In Bolt
A 4 1/211
1 1 / 2`1
3/811
1
1
B 4 3/411
211
3/811
1
1
20"10
4.000.
Ef I
0 1 -811 L
FRAME CROSS SECTION AT FRAME LINE (S) D
Frame Clearances
Horiz. Clearance between members l(CGX002) and 6(CGX002,)- 171- 11
10
Vert. Clearance at member I (CGX002) : 7 1-11 3/41,
Vert. Clearance at member 6(CGX002) : 71-11 3/411
Finished
to Elevation = 1001-01, (Unless Noted Otherwise)
CN
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IEVI - DATE By DESCRIPTION
NTS
12/10/2003 5:53:14
FRAME CROSS SECTION AT FRAME LINE (S) D
JILDER Teon West JOB#
t
JSTOMER DATE
CATION Idaho 12/5/2003
W-82UILIDINGS DRAMICHECK
tOJECT 8 9� P
7,4 4091 Eagle Rock Dental 48xl24x-1 1 '-03D-Pmm
ILDE'RRB �Poi PAGE
VPC'VERSION: 4 , Ob
.ENAM': 4091 Ea le Rock Dental 48x!.24x]-O 12-8-0.3-VPC
VP Ref: Shape Name = Main 1 Wall 8, Frame 1
THE VP ENGINEER'S SEAL APPLIES
Building Code; OOIBC
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTYOF VP BULDII4&
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00 psf
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
REQUIREMENTS SPECIFIED BY VP.
-Gravity 1.00, Uplift 0.00
Coll. Load.
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
THE VP ENGINEER'S SEAL DOES
PSf
ANYOTHER PURPOSE W&Hout PRIORWRITTEN
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
APPROVAL OF VP BUILDINGS.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
Wind Exposure *. C
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALrTYWORKMANSHP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category- I Fully Exposed
RAW 'IETAL-SREIER NCEDiNTHS DRAWING,
ADL L AP"PLlbABLE VP EREC_L N GUIDES,
seismic Hazard / Use Group: Group 1
AND INDUSTRY STANDARDS PERTAININGTO PROPER
SRECTIDN, INCLUDING THE CORRECT USE OF TEMPORARY
ID11jILlina Use.:Standar-d----OcglW_4LQI_�trIlCturgg
BRACING,
Frame Clearances
Horiz. Clearance between members l(CGX002) and 6(CGX002,)- 171- 11
10
Vert. Clearance at member I (CGX002) : 7 1-11 3/41,
Vert. Clearance at member 6(CGX002) : 71-11 3/411
Finished
to Elevation = 1001-01, (Unless Noted Otherwise)
CN
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IEVI - DATE By DESCRIPTION
NTS
12/10/2003 5:53:14
FRAME CROSS SECTION AT FRAME LINE (S) D
JILDER Teon West JOB#
t
JSTOMER DATE
CATION Idaho 12/5/2003
W-82UILIDINGS DRAMICHECK
tOJECT 8 9� P
7,4 4091 Eagle Rock Dental 48xl24x-1 1 '-03D-Pmm
ILDE'RRB �Poi PAGE
VPC'VERSION: 4 , Ob
.ENAM': 4091 Ea le Rock Dental 48x!.24x]-O 12-8-0.3-VPC
(D
V-4
USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
C�D
0
CN
,0�
f 4 N
60"
4.000.
01-811
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20-00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY To THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow. 35.00 p3f
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category- 1 Fully Exposed
,Seismic Hazard / Use Group- Group 1
ni, , I A A ",-f T Tinza - Q +- m -n ri = -rrl ni- ti i n:;� Ti r, N r q i- ri 1 e- i- i i r
N
N
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/10/2003 5:53:15
XNAME: 4091. Ea,ale Rock Dental 48x124x20 12-8-01�VPC
Schedule
OA325
Bolt
Connection
& Plate
Schedule
Frame Clearances
Frame
Member
:t
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id I Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
Horiz. Clearance between members 1 (CGX004)
and 6 (CG,X004) 17 1 -10
C004
1
511
.0590
2@.0590
8
1/211
8
1/211
61-8 7/811
Dia.
Length
Thick.
Out In Bolt
Vert. Clearance at member 1 (CGX004) -. 71-11
3/411
C005
2-3
511
.0590
2@.0590
8
1/211
8
1/211
101-10 3/811
A 4
1/2"
1 1/21,
3/BVT
Vert. Clearance at member 6(CGX004): 71-11
3/411
C006
4-5
511
.0590
2@.0590
8
1/211
8
1/211
101-10 3/811
B 4
3/4"
2
3/811
Finished Floor Elevation = 1001-011 (Unless
Noted Otherwise)
C004
6
511
.0590
2@.0590
8
1/211
8
1/211
61-8 7/811
(D
V-4
USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
C�D
0
CN
,0�
f 4 N
60"
4.000.
01-811
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20-00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY To THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow. 35.00 p3f
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category- 1 Fully Exposed
,Seismic Hazard / Use Group- Group 1
ni, , I A A ",-f T Tinza - Q +- m -n ri = -rrl ni- ti i n:;� Ti r, N r q i- ri 1 e- i- i i r
N
N
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/10/2003 5:53:15
XNAME: 4091. Ea,ale Rock Dental 48x124x20 12-8-01�VPC
D
le
(-)A325
Bolt
Connection
& Plate
Schedule
Frame
Clearances
,art
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx.
Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
Horiz.
Clearance between members 1 (CGX003)
and 8 (CGX003) 451-211
GX003
1
511
.0590
2@.0590
8
1/211
8
1/211
71-8
7/8"
Dia.
Length
Thick.
Out In Bolt
Vert.
Clearance at member
1 (CGX003) -0 81-11
3/4"
,GX007
2-4
5 TV
.0820
2@.0820
8
1/211
8
1/21,
251-3
1/411
A 4
1/2"
1 1/211
3/811
1 1
Vert.
Clearance at member
8(CGX: 81-11
3/41,
GX007
5-7
511
.0820
2@.0820
8
1/211
8
1/211
251-3
IT
B 4
3/4TV
2 IT
1/2 IT
I I
Vert.
Clearance at member
9 (EGX004) -0 12 1-8
1/16,,
GX003
8
5 TV
.0590
2@.0590
8
1/211
8
1/21V
71-8
7/811
Vert.
Clearance at member
10(EGX005): 121-8
1/1611
GX004
9
5 1'
.0590
2@.0590
8
1/211
8
1/211
111-8
15/1611
Finished Floor Elevation =
100'-011 (Unless
Noted Otherwise)
GX005
10
5 TV
.0590
2@.0590
8
1/29V
8
1/2 IT
111-8
15/161,
01f,
IF
CD
0 0
U-) LO
C 0
N
44 44
USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
21-611 123'-Otv 121-611
81-011
PRIM CROSS SECTION AT FRAME LINE (S) 10
V& set: Anape_
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DES10-N AND PERFORMANCE Live Load: (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP- Coll. Load:Gravity 1.00, Uplift 0,00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANC'B REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category: 1 Fully Exposed
Seismic Hazard / Use Group: Group 1
,= Main 2 Wall 2, Frame 1
THE DRAWING, INCLUDING THE INFORMATION HEREON,
REMAM THE PROPERTYCIF VP BUILDINGS.
rrIS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE Wk&jt PRIOR WRITTEN
APPROVAL OF VP BUILDINGS,
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THE
DRAWING, DETAILS REFERENCED IN THE DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRYSTANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
FRAME CROSS SECTION AT FRAME LINE (S) 10
Teton West
1-/2003
LOCATION _ 112 /5
BUILDINGS DRAWNICHECK
-8-03
PRO" OT 4091 Eagle Rock Dental 48x124x1 ) I ffw )�Pwm PAGE
NTS BUILDER'S PON VPCVERS1ON: 4 . Ob
12110/2003 5 -.5.1 -17 "-NAME: 4091 Rork Dpntal 48x1 24x10 12-8-03.VPC
0 Frame
Member
Schedule
OA325
Bolt
Connection
& Plate
Schedule
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
CX003
1
511
.2500
.1345
IV_ofl
21-311
71-11
7/1611
Dia.
Length
Thick.
Out In Bolt
RBX006
2
511
.2500
.1345
21-211
1111
251-3
1/4"
A 12
3/411
2 1/411
5/811
3 3
3
5 1V
6 1875
.1345
ill,
9 IV
B 4
3/411
219
3/811
1 1
RBX007
4
511
.1875
.1345
911
1111
251-3
1/411
5
511
.2500
.1345
1111
21-211
CX004
6
511
.2500
.1345
if-off
21-31,
71-11
7/1611
0 0
Ln LO
CD
CN
Frame Clearances
Horiz Clearance between members 1 (CX003) and 6 (CX004) 42 1 -1 if
Vert. Clearance at member I (CX003) 7 1-11 7/1611
Vert. Clearance at member 6 (CX004) 7/1611
Finished Floor Elevation = 1001-01, (Unless, Noted Otherwise)
0 0.0
489-011
FRAME CROSS SECTION AT FRAME 'LINE, (S) 9
VP Ref: Spa
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
T149 VP ENGINEER'S SEAL DOES
NOT hPPLY TO THE PERFORMANCE Wind Speed.- 90.00 mph
OR DZ51GN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED 13Y VP Wind EXP03ure, C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP. Snow Exposure Category: 1 Fully Exposed
Seismic Hazard / Use Group: Group 1
= Main 2 Wall 2, Frame 2
THE GENERAL CONTRACTOR AND/OR ERECTOR 15 SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITYVVORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRA=11 DETAIL' REFERENCED IN THIS DRAVVING,
ALL L r _ABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
VP Buildings, Inc.
r.
3200 Players Club Circle Memphis TN 38125
NTS
12/10/2003 5:53:18
T
T
9:
N
0 Frame
Member
Schedule
OA325
Bolt
Connection
& Plate
Schedule
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
CX003
1
511
.2500
.1345
1 1 -OTT
21-391
71-11
7/1611
Dia.
Length
Thick.
Out In Bolt
RBXOO8
2
511
.2500
.1345
21-211
1111
251-3
1/411
A 12
3/411
2 1/4 TV
5/811
3 3
3
511
.1875
.1345
1111
911
B 4
3/411
211
3/811
1 1
RBX009
4
511
.1875
.1345
9 IT
1111
1®
1/411
5
511
.2500
.1345
liff
2 1 - 2 91
CX003
6
511
. 2500
1345
11-OT1
2v-311
71-11
7/1611
Vigo-
T
C�l
L81', Dimension Key
Frame Clearances
Horiz. Clearance between members I (CX003) and 6 (CX003) 42 1 TV
Vert. Clearance at member 1 (CX003) 7 7 -11 7/1611
Vert. Clearance at member 6 =003) 71-11 7/1611
Finished Floor Elevation = 1001-011 (Unless Noted Otherwise)
1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
48 1-011
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load; (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed* 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED 13Y VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP, Snow Exposure Category: 1 Fully Exposed
seismic Hazard / Use Group: Group 1
= Main 2 Wall 2, ,___Frame_.3
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPEMOF VP BUILDINGS.
ITS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
ANY OTHER PURPOSE WrrHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS,
THE GENERAL CONTRACTOR ANDJOR ERECTOR 6 SOLELY
RESPOI FOR ACCURATE, GOOD QUALFrYWORKMANSHP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING DETAILS REFERENCED IN THIS DRAWING,
ALL APPL16ABLE VP ERECTION GUIDES,
AND INDUSTRYSTANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
1,2/10/2003 5:53:20
FRAME CROSS SECTION AT FRAME LINE (S) 7
AME: 4091, Eaalc::,, Rock Dental 48x,124 1.O 12-8-03.VPC
0 Frame
Member
Schedule
REMAINS THE PROPERTY OF VP BUILDINGS,
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
CGX002
1
519
.0590
2@.0590
8 1/291
8
1/211
61-8 7/817
BGX003
2-3
511
.0590
2@.0590
8 1/211
8
1/211
101-10 3/811
BGX004
4-5
5 Tv
.0590
2@.0,590
8 1/211
8
1/211
101-10 3/811
CGX002
6
511
.0590
2@.0590
8 1/291
8
1/211
61-8 7/811
L01
It Connection & Plate Schedule
Id Qty Bolt Bolt Plate Rows Rows Tension Washer
Dia. Length Thick. Out In Bolt
A 4 1/211 1 1/21, 3/811 1 1
B 4 3/491 291 3/811 1 1
4.000.
Ln
0
0 f -8 11 L
I
FRJUM CROSS SECTION AT FRAME LINE (S) D
Sha e Name = Main 2 Wall 8, Frame 1
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS,
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE Wff�OLFT PRIOR MITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
RESPONSIBLE FORACCURATE, GOOD QUALRYWORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE irk THE
DRAWING, DETAILS REFERENCED IN THE DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
THE VP ENGINEER'S SEAL APPLIES Building Code: OOIBC
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf
REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE Wind Speed: 90.00 mph
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP Wind Exposure: C
EXCEPT TO ANY DESIGN OR PER- Roof Snow: 35.00 psf
FORMANCE REQUIREMENTS
SPECIFIED BY VP. now Exposure Category: 1 Fully Exposed
Seismic Hazard / Use Group: Group 1
n,i 41 A, —,v Tles--x . 04- -n,-Nein -,A 4Z+- -riii-+-ii
OA325
Frame Clearances
Horiz. Clearance between members I(CGX002) and 6(CGX002): 171-101,
Vert. Clearance at member l(CGX002)-. 71-11 3/411
Vert. Clearance at member 6 (CGX002) - 7 1-11 3/4 11
Finished Floor Elevation = 1001-011 (Unless Noted Otherwise)
VP Buildings, Inc.
320G Players Club Circle Memphis TN 38125
NTS
12/10/2003 5:53-21
J
ROIEcT 4091 Eagle Rock Dental 48x124x1P 1j24-03)-PwDm
LEN E. 4091 Ea,alp Rock Demtal 48xl.24x1,.O 1-2-8-03.VPC'
0 Frame
Member
Schedule
Rows
Rows Tension Washer
Dia.
Length
Thick.
Part
Mem.
Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
CGX004
1
511
0 0590
2@.0590
8 1/211
8
1/211
61-8 7/811
BGX005
2-3
511
.0590
2@.0590
8 1/211
8
1/211
io1 -10 3/8"
BGX006
4-5
it
.0590
2@.0590
8 1/211
8
1/211
101-10 3/811
CGX004
6
5 if
.
8 1/211
8
1/211
61-8 7/811
CN
C:)
or-PIZI-0m
L01
,F-\A325 Bolt Connection & Plate Schedul��
Id Qty Bolt
Bolt
Plate
Rows
Rows Tension Washer
Dia.
Length
Thick.
Out
In Bolt
A 4 1/211
1 1/211
3/811
1
1
B 4 3/4"
211
3/811
1
1
6#p
4.000.
201-811
FRAME CROSS SECTION AT FRAME LINE (S) E
Frame Clearances
Horiz. Clearance between members 1 (CGX004) and 6 (CGX004) 17 1 ® IV
Vert. Clearance at member l(CGX004): 71-11 3/411
Vert. Clearance at member 6(CGX004)-. 7,-11 3/4,,
Finished Floor Elevation = 1001-011 (Unless Noted Otherwise)
(N
N
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/10/2003 5t53:23
VP Ref: Sha2e Name = Main 2 Wall 8_,_Frame 2
THE DRAWING, INCLUDING THE INFOR N H
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
REMAINS THE PROPERTYOFVP BUILDINGS.
ONLY TO THE WORK PRODUCT OF
vp AND DESIGN AND PERFORMANCE
Live Load., (Reducible) 20-00 p
fTIS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
REQUIREMENTS SPECIFIED BY VP.
Coll. Load: .00, Uplift 0.00 psf
1
SHALL NOT BE MODFIED, REPRODUCED OR USED FOR
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
ANYOTHER PURPOSE WITHOUTPRIORWRITTEN
APPROVAL OF VP BUILDINGS.
:OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
I
Wind Exposure, C
THE GENERAL CONTRACTOR ANDJOR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 p
RESPONSIBLE FOR ACCURATE, GOOD QUAUTYWORKMANSHIP
IN EREC11NG THIS BUILDING IN CONFORMANCE WITH TH93
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category.- 1 Fully Exposed
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
Seismic Hazard Use Group: Group 1
AND INDUSTRYSTANDARDS PE RTAINING TO PROPER
1 ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
pill"" reg
I BRACING.
Frame Clearances
Horiz. Clearance between members 1 (CGX004) and 6 (CGX004) 17 1 ® IV
Vert. Clearance at member l(CGX004): 71-11 3/411
Vert. Clearance at member 6(CGX004)-. 7,-11 3/4,,
Finished Floor Elevation = 1001-011 (Unless Noted Otherwise)
(N
N
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/10/2003 5t53:23
Ron-Std Secondary Part Schedul,,-
-20 1 -off _____23 v -011
621-011
191_011 0
01P2004014
W
-0 1-811
Main 1, Shape =_Main_jL_Shape
THH-S DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
rT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE WIYHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR ANIXOR ERECTOR 15 SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
Lt. ha
pq_
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
DESCRIPTION
NTS
12/10/2003 5:53.424
CD
co
C:)
CD
At 4
21-611 23 1 -0 121-6 111
148 1 -0
1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS.
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
VP Ref: Spa Name = Main 1, Wall = 1
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
THE DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS,
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00 psf
IT a PROVIDED SOLELY FOR ERECTING THE BUILDING
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER'S SEAL DOES
Coll. Load:Gravity 1.00, Uplift 0.00 psf
DESCRIBED IN THE APPLIC-ABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
ANYOTHER PURPOS E WITHOUt PRIOR WRIrTEN
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
APPROVAL OF VP BUILDINGS,
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
I
Wind Exposure: C
THE GENERAL CON TRACTOR ANDIOR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALITYWORKMANSHIP
IN ERECTING THE BUILDING IN CONFORMANCE WITH THIS
FORMANCE REQUIREMENTS
SPECIFIED BY VP,
Snow Exposure Category: 1 Fully Exposed
DRAWING DETAILS REFERENCED IN THE DRAWING,
ALL APPLR�ABLE VP ERECTION GUIDES,
Seismic Hazard / Use Group: Group 1
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUD114G THE CORRECT USE OF TEMPORARY
' 4 1 A 4 — — TT-- , 04- 4 A C4--^, r 4 vehc5
BRACING.
4 Q
0
1-011 1— 11 -20
91-011 3
621-011
21-9 3/4-1'
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/3,0/2003
5:53:26
VP Ref: Sha2e Name _= Main 1, Wal,l= 2
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
T VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
REMAINS THE PROPERTYOFVP BUILDINGS.
ONLY TO THE WORK PRODUCT OF
vp AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20-00 psf
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLCABLE PURCHASE ORDER AND
REQUIREMENTS SPECIFIED BY VP.
Coll. Load:Gravity 1�00, Uplift 0.00 Psf
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANYOTHER PURPOSE WkHOUT PRIOR WRITTEN
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 inph
APPROVAL OF VP BUILDINGS.
OR DESIGN OF ANY OTHER PRODUCT
Wind Exposure: C
THE GENERAL CONTRACTOR ANDJOR ERECTOR S SOLELY
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALITYWORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WrrH THIS
FORMANCE REQUIREMENTS
Snow Exposure Category: 1 Fully Exposed
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP E RECTION GUIDES,
SPECIFIED BY VP,
Seismic Hazard / Use Group: Group 1
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
n 1 A, -- TT,a,n - C!4- nriAm Yri Or"rsiin::intw qt- riini-nrcZ.A
I BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/3,0/2003
5:53:26
CD
CD
4 4
21-611 -231-011 T -611
1 -011
1. UNLESS NO'T'ED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS.
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
WIN
Fill
VP Ref- Sha e Name = Main 1 Wall = 3
THE VP ENGINEER'S SEAL APPLIES
Building Code: OOIBC
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPE97YOFVP BUILDINGS.
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00psf
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
REQUIREMENTS SPECIFIED BY VP.
Coll. Load 1.00, Uplift 0.00
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
THE VP ENGINEER'S SEAL DOES
:Gravity psf
ANYOTHER PURPOSE WtRour PRIOR WRITTEN
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
APPROVAL OF VP BULDINGS.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
Wind Exposure., C
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
EXCEPT TO A-NY DESIGN OR PER-
Roof Snow. 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALrrYWORKMANSHP
IN ERECTING THIS BUILDING IN CONFORMANCE WIN THIS
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category: 1 Fully Exposed
DRAWR
,4G ETAILSRE ERENCEDINTHIS DRAWING,
ALLAP ECTIOM GUIDES,
ABLE
,LlbD :VPeR!
seismic Hazard / Use Group: Group 1
ANC INDUSTRY STANDARDS PERTAININGTO PROPER
ERECTION, INCLUDINGTHE CORRECT USE OF TEMPORARY
n— 41 A, - — TT-- . C4- 4 --/4 0:Z4- -,-ii e,*ii
BRACING,
00,
CD
(N
Non-Std Secondary Part Schedule
Part Thick. Depth Lap
001C2007217 0.0590 8 1/211
/I
1 6
61-611 1_ V1
25 1 -6TT
y am.
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NITS
12/10/2003 5:53:28
SECONDARY ELEVATION ATD
1ILDER T'e�ton West JOB#
JSTOMER DATE
CATON Idaho 12/5/2003
BUILDINGS DRAWNICHECK
0JECT ce
4091 Eagle Rock Dental 48xl24xl) -03 N-, uoEN
VPC VERSION: 4. Ob PACE
8NAME: 4 091 Eaalp Rock Dental 48x1.24x1_0 12-8-01zCPC"
VP Ref: Shape Name = Main 1, Wall = 4
11 HE VP ENGINEER'S SEAL APPLIES
Building Code-, OOIBC
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00 psf
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
I
A EQUIREMENTS SPECIFIED BY VP.
C Load:Gravity 1.00, Uplift 0.00
DESCRIBED IN THE APPLCASLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
THE VP ENGINEER'S SEAL DOES
oll. psf
ANYOTHER PURPOSE WIVH6UT PRIOR wRrrrF-N
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
APPROVAL OF VP BUILDINGS.
()A DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
Wind Exposure: C
THE GENE RAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALff"YWORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
FORMANCE REQUIREMENTS
SPECIFIED BY VP,
Snow Exposure Category: 1 Fully Exposed
DRAWING DETAILS REFERENCED IN THIS DRAWING,
ALL APPLidABLE VP ERECTION GUIII
Seismic Hazard / Use Group: Group 1
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
I Bui.ldina.- UseIII; l7
BRACING.
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NITS
12/10/2003 5:53:28
SECONDARY ELEVATION ATD
1ILDER T'e�ton West JOB#
JSTOMER DATE
CATON Idaho 12/5/2003
BUILDINGS DRAWNICHECK
0JECT ce
4091 Eagle Rock Dental 48xl24xl) -03 N-, uoEN
VPC VERSION: 4. Ob PACE
8NAME: 4 091 Eaalp Rock Dental 48x1.24x1_0 12-8-01zCPC"
1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS.
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION' OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED,
TJ�
D
61-11 1/411 A
WALL SECONDARY ELEVATION WALL 5
C:)
C>
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV DATE By DESCRIPTION
T—
NTS
12/10/2003 5:53:29
ROJECT 4091 Eagle Rock Dental 48x124x1i) 3AwcEN
ADER'S PON VPC VERSION: 4
'ENAM':4091 Eagle Rock Dental 48x1.24x10 12-8-0.1.VPC
VP Ref: Sha2e Name-- Main 1, Wall = 5
THIS DRAWING, INCLUDING THE INFORMATION HEREON.
THE VP ENGINEER'S SEAL APPLIES
Building Code; OOIBC
REMAINS THE PROPE RTY OF VP BUILDINGS.
ONLY TO THE WORK PRODUCT OF
AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20-00 psf
IT IS PROVIDED SOLELY FOR E RECTING THE BUILDING
DESCRIBED IN THE APPLCABLE PURCHASE ORDER AND
SEQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
Coll. Load:Gravity 1.00, Uplift 0.00 psf
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
,VtHOUTPR1ORwRrrTEN
ANYOTHER PURPOSE W
N I QT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
APPROVAL OF VP BUILDINGS.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
Wind Exposure, C
THE GENERAL CONTRACTOR AND/OR E RECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow: 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALRY WORKMANSHIP
IN ERECTING THIS, BUILDING IN CONFORMANCE WITH THIS
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category: 1 Fully Exposed
DRA INC, LS REFERENCED INT
LL W PL D L �IS DRAWING,
A AP bAEB EVP ERECTION GU
Seismic Hazard / Use Group: Group 1
AND INDIUSTRY STANDARDS PERTAIN TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
Use:St-andard Occu*Dancy Structu_rga
S , RACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV DATE By DESCRIPTION
T—
NTS
12/10/2003 5:53:29
ROJECT 4091 Eagle Rock Dental 48x124x1i) 3AwcEN
ADER'S PON VPC VERSION: 4
'ENAM':4091 Eagle Rock Dental 48x1.24x10 12-8-0.1.VPC
1. UNLESS NOTED, USE 1/2 DIAMETER A -325 BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR,BOLT LENGTHS.
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
C:)
r-1
--Ar-
61-11 1/411
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/1.0/2003
5: 53: 30
WALL SECONDARY ELEVATION WALL 6
BUILDER Teton West JOB #
CUSTOMER DATE
LOCA-nON Idaho 12/5/2003
BUILDINGS DRAWWCHECK
PROJECT �
4091 Eagle Rock Dental 48 124.1 Y-8 - 0 3:�,-wm
BULDER's PON V VERSION: 4 . Ob PAGE
FILENAME: 4091 Ea le Rock Dprital 48x124x10 1-2-8-03-VPC
VP Ref: Name = Main 1, Wall = 6
THE VP ENGINEER'S SEAL APPLIES
,Sha2e
Building Code.- OOIBC
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Live Load: (Reducible) 20.00 psf
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
Coll. Load:Gravity 1.00, Uplift 0.00 psf
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED, REPRODUCED OR USE D FOR
ANYOTHE R PURPOSE WTHOUT PRIOR WRffTE N
NOT APPLY TO THE PERFORMANCE
Wind Speed: 90.00 mph
APPROVAL OF VP BUILDINGS.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
I
Wind Exposure: C
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
EXCEPT TO ANY DESIGN OR PER-
Roof Snow.- 35.00 psf
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Snow Exposure Category: 1 Fully Exposed
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
Seismic Hazard Use Group: Group 1
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
B u.j j,g,jnj. C)-ccu-p-ancy----�triagti;rlp,�5
I BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
NTS
12/1.0/2003
5: 53: 30
WALL SECONDARY ELEVATION WALL 6
BUILDER Teton West JOB #
CUSTOMER DATE
LOCA-nON Idaho 12/5/2003
BUILDINGS DRAWWCHECK
PROJECT �
4091 Eagle Rock Dental 48 124.1 Y-8 - 0 3:�,-wm
BULDER's PON V VERSION: 4 . Ob PAGE
FILENAME: 4091 Ea le Rock Dprital 48x124x10 1-2-8-03-VPC