HomeMy WebLinkAbout3501 Bldg E W 18th St - MRW Facility - BuildingNew Address
(per Roger Vess) 11 -24 -09
MRW FACILITY
NEW ADDRESS:
3501 BLDG E W 18 ST
LOCATION ID:
157586
OLD ADDRESS
3501 BLDG C W 18 ST
PREPARED 9/20/06 10 27 22 INSPECTION TICKET PAGE 7
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/20/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
07/14/2006 02 38 PM DYASUMUR
07/17/2006 04 24 PM JLIERLY
PW99 01 8/30/06 DWM PUBLIC WORKS FINAL
8/30/06 AP OVERRIDE TAKEN BY RVESS DATE 09/11/06 TIME 10 35 09
09/11/2006 10 35 AM RVESS
09/11/2006 10 35 AM RVESS
BL99 01 8/30/06 JLL BUILDING FINAL TIME 13 00
8/30/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 08/29/06 TIME 14 55 56
JAN 206 793 4198
08/29/2006 02 55 PM DYASUMUR
08/30/2006 03 11 PM JLIERLY
stairs at transfer station require a hand rail /address
letters on all buildings /haz waste building require the t &p
line to be to the exterior/ letter from eng on columns /seal
sprinkler line in haz waste building /notified contractor
that the elec meter and water meters are supposed to be one
each for each building per contract/j11
BL99 02 9/07/06 JLL BUILDING FINAL TIME 13 00
9/08/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 09/06/06 TIME 14 27 05
JERRY 206 793 4198
09/06/2006 02 26 PM DYASUMUR
09/08/2006 08 09 AM JLIERLY
all items are completeexcept electrical final required
before bldg final can be approved jll
BL99 03 9/20/06 BUILDING FINAL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 09/20/06 TIME 09 20 34
09/20/2006 09 20 AM DYASUMUR
COMMENTS AND NOTES
PREPARED 9/07/06 11 10 06 INSPECTION TICKET PAGE 11
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/07/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
07/14/2006 02 38 PM DYASUMUR
07/17/2006 04 24 PM JLIERLY
BL99 01 8/30/06 JLL BUILDING FINAL TIME 13 00
8/30/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 08/29/06 TIME 14 55 56
JAN 206 793 4198
08/29/2006 02 55 PM DYASUMUR
08/30/2006 03 11 PM JLIERLY
stairs at transfer station require a hand rail /address
letters on all buildings /haz waste building require the t &p
line to be to the exterior/ letter from eng on columns /seal
sprinkler line in haz waste building /notified contractor
that the elec meter and water meters are supposed to be one
each for each building per contract/j11
BL99 02 9/07/06 BUILDING FINAL TIME 13 00
Ifik OVERRIDE TAKEN BY DYASUMUR DATE 09/06/06 TIME 14 27 05
JERRY 206 793 4198
09/06/2006 02 26 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 8/30/06 8 31 56 INSPECTION TICKET PAGE 36
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/30/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL99 01 8/30/06
JLL
07/14/2006 02 38 PM DYASUMUR
07/17/2006 04 24 PM JLIERLY
BUILDING FINAL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 08/29/06 TIME 14 55 56
JAN 206 793 4198
08/29/2006 02 55 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 8/04/06 8 14 25 INSPECTION TICKET PAGE 24
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/04/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT PL 00 PLUMBING PERMIT
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
PL2 01 5/25/06 JLL PLUMBING ROUGH IN TIME 13 00
5/26/06 AP mike 206 255 9744 05/24/2006 03 21 PM DYASUMUR
05/26/2006 08 54 AM JLIERLY
PL99 01 8/04/06 JLL PLUMBING FINAL TIME 13 00
MIKE 206 255 9744
7 4 08/03/2006 03 39 PM DYASUMUR
�'llll COMMENTS AND NOTES
PREPARED 7/18/06 9 59 32 INSPECTION TICKET PAGE 12
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/18/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT ME 00 MECHANICAL PERMIT
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
ME99 01
7/18/06
Lq
MECHANICAL FINAL TIME 13 00
ERIC 206 793 4198
07/17/2006 02 19 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 7/17/06 12 26 46 INSPECTION TICKET PAGE 7
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/17/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required/j11
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 5/26/06 JLL BUILDING FIREWALL TIME 13 00
5/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
05/26/2006 03 45 PM JLIERLY
one layer only/j11
BL4 02 6/07/06 JLL BUILDING FIREWALL TIME 13 00
6/07/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/06/06 TIME 15 13 57
CHARLIE 271 3301
06/06/2006 03 13 PM DYASUMUR
06/07/2006 12 43 PM PBARTHOL
BL4 03 6/12/06 JLL BUILDING FIREWALL TIME 13 00
6/13/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 06/09/06 TIME 14 04 48
CHARLIE 271 2301 06/09/2006 02 04 PM DYASUMUR
06/13/2006 08 39 AM JLIERLY
explained to forman over last two inspections that the city
would require a detail for the rated assembly for fire stop
product at the seam of roof deck and gwb /jll
BLI 01 6/20/06 JLL BUILDING INSULATION TIME 13 00
6/20/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/20/06 TIME 08 02 13
DAN 775 0467
06/20/2006 08 01 AM DYASUMUR
06/20/2006 04 39 PM JLIERLY
BL4 04 6/26/06 JLL BUILDING FIREWALL TIME 13 00
6/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/26/06 TIME 08 06 33
JIM 775 0467
06/26/2006 08 06 AM DYASUMUR
06/26/2006 04 40 PM JLIERLY
BL4 05 7/14/06 JLL BUILDING FIREWALL TIME 13 00
7/14/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 07/13/06 TIME 14 14 43
775 0467
07/13/2006 02 14 PM DYASUMUR
07/14/2006 03 54 PM JLIERLY
ner report for orange foam on fire wall reqd /jll
BL4 06 7/17/06 BUILDING FIREWALL TIME 13 00
-b OVERRIDE TAKEN BY DYASUMUR DATE 07/14/06 TIME 14 38 44
DAN 775 0467
CONTINUED ONTO NEXT PAGE
Job Located at
BUILDING DIVISION
CITY OF PORT ANGELES
Correction Notice
SCol i 6.10
Inspection of your work revealed that the following is
not in accordance with the codes governing the work in
this jurisdiction 1)
O z( 2 .4- 3 1 461- y cf614--
fi
p&c,f
These corrections must be made and are not to be
covered until reinspection is made When correcti
have been made, please call Or? —6
for inspection
Date 6L' 1�
Inspector for Building Division
DO NOT REMOVE THIS TAG
PREPARED 7/14/06 11 15 25 INSPECTION TICKET PAGE 4
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/14/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required/j11
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 5/26/06 JLL BUILDING FIREWALL TIME 13 00
5/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
05/26/2006 03 45 PM JLIERLY
one layer only/j11
BL4 02 6/07/06 JLL BUILDING FIREWALL TIME 13 00
6/07/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/06/06 TIME 15 13 57
CHARLIE 271 3301
06/06/2006 03 13 PM DYASUMUR
06/07/2006 12 43 PM PBARTHOL
BL4 03 6/12/06 JLL BUILDING FIREWALL TIME 13 00
6/13/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 06/09/06 TIME 14 04 48
CHARLIE 271 2301 06/09/2006 02 04 PM DYASUMUR
06/13/2006 08 39 AM JLIERLY
explained to forman over last two inspections that the city
would require a detail for the rated assembly for fire stop
product at the seam of roof deck and gwb /jll
BLI 01 6/20/06 JLL BUILDING INSULATION TIME 13 00
6/20/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/20/06 TIME 08 02 13
DAN 775 0467
06/20/2006 08 01 AM DYASUMUR
06/20/2006 04 39 PM JLIERLY
BL4 04 6/26/06 JLL BUILDING FIREWALL TIME 13 00
6/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/26/06 TIME 08 06 33
JIM 775 0467
06/26/2006 08 06 AM DYASUMUR
06/26/2006 04 40 PM JLIERLY
BL4 05 7/14/06 LL BUILDING FIREWALL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 07/13/06 TIME 14 14 43
775 0467
07/13/2006 02 14 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 6/26/06 10 31 00 INSPECTION TICKET PAGE 7
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/26/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required/j11
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 5/26/06 JLL BUILDING FIREWALL TIME 13 00
5/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
05/26/2006 03 45 PM JLIERLY
one layer only/j11
BL4 02 6/07/06 JLL BUILDING FIREWALL TIME 13 00
6/07/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/06/06 TIME 15 13 57
CHARLIE 271 3301
06/06/2006 03 13 PM DYASUMUR
06/07/2006 12 43 PM PBARTHOL
BL4 03 6/12/06 JLL BUILDING FIREWALL TIME 13 00
6/13/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 06/09/06 TIME 14 04 48
CHARLIE 271 2301 06/09/2006 02 04 PM DYASUMUR
BLI 01 6/20/06 JLL
6/20/06 AP
06/13/2006 08 39 AM JLIERLY
explained to forman over last two inspections that the city
would require a detail for the rated assembly for fire stop
product at the seam of roof deck and gwb /jll
BUILDING INSULATION TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 06/20/06 TIME 08 02 13
DAN 775 0467
06/20/2006 08 01 AM DYASUMUR
06/20/2006 04 39 PM JLIERLY
BUILDING FIREWALL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 06/26/06 TIME 08 06 33
JIM 775 0467
06/26/2006 08 06 AM DYASUMUR
COMMENTS AND NOTES
PREPARED 6/20/06 12 27 09 INSPECTION TICKET PAGE 9
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/20/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required/j11
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 5/26/06 JLL BUILDING FIREWALL TIME 13 00
5/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
05/26/2006 03 45 PM JLIERLY
one layer only/j11
BL4 02 6/07/06 JLL BUILDING FIREWALL TIME 13 00
6/07/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/06/06 TIME 15 13 57
CHARLIE 271 3301
06/06/2006 03 13 PM DYASUMUR
06/07/2006 12 43 PM PBARTHOL
BL4 03 6/12/06 JLL BUILDING FIREWALL TIME 13 00
6/13/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 06/09/06 TIME 14 04 48
CHARLIE 271 2301 06/09/2006 02 04 PM DYASUMUR
BLI 01 64201
06/13/2006 08 39 AM JLIERLY
explained to forman over last two inspections that the city
would require a detail for the rated assembly for fire stop
product at the seam of roof deck and gwb /jll
BUILDING INSULATION TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 06/20/06 TIME 08 02 13
DAN 775 0467
06/20/2006 08 01 AM DYASUMUR
COMMENTS AND NOTES
Teui
tk
James Lierly, RE. Port Angeles TS Fire Wall Screw Pattern Paget Jl
From 'Colville, Erik' <EColville @SCSEngineers.com>
To James Lierly" <Jlierly @cityofpa.us>
Date. 6/13/06 1001 AM
Subject: RE. Port Angeles TS Fire Wall Screw Pattern
v rte
Attached is the detail ET is supposed to be using for the fire wall
termination at the roof I talked to them this morning and reminded
them to cut the insulation back away from the fire wall so they can fill
the gap with fire caulk.
The fire caulk is FlameSeal Fire Stop and Draft Sealant. It is designed
for 1,2 and 3 hour applications, and has UL approval
Original Message
From James Lierly [mailto.Jlierly @cityofpa.us]
Sent: Tuesday June 13 2006 9 AM
To Colville Erik
Subject: Re Port Angeles TS Fire Wall Screw Pattern
Thanks Eric for the Wall detail i am also concerned about the seam at
the top of the wall were the GWB is agaisnt the roof insulation E.T has
pushed it up tight against the insulation and sealed it with some type
of fire rated caulk.
Could you verify this connection and product
thank you
Jim Lierly
Building Inspector
City of Port angeles
360- 417 -4816
jlierly @cityofpa.us
'Colville, Erik' <EColville @SCSEngineers.com> 05/30/06 12 57 PM
The fire wall assembly for the 2 hour fire wall in the MRWF is two
layers of 5/8' Type X GWB applied horizontally with vertical joints
aligned over the 6' studs Wall board joints to be paper taped and
mudded The drywall screw pattern is 2 1/4 screws at 24 OC for the
base layer and 8' OC for the face layer Screw heads are to be covered
with mud
Let me know if there are questions.
Erik Colville P E.
SCS ENGINEERS
4800 SW Meadows Road, Suite 300
Lake Oswego, OR 97035
503 534 -3620 reception
503 849 -7524 direct
503 296 -2510 fax
and
2405 140th Ave NE, Suite 107
Bellevue, WA 98005
ritp
3 Co 1 LJ
�T )2 x J sf s�L
1l James Lierlv RE. Port Angeles TS Fire Wall Screw Pattern Page 211
425 746 -4600
425 746 -6747 fax
ecolville@scsengineers.com
www.scsengineers.com
CC Jared Stevenson' <jtevenson @etenv com> <bwinn @etenv com>
METAL TOP TRACK
METAL STUD
2 LAYERS 5/8 TYPE X
METAL ROOF
ROOF PURLIN
FIRE CAULK OPENINGS
AT ROOF AND PURUNS
COPE GWB AROUND PURUNS
IBC 15 -1 17 DOES NOT ALLOW FOR SIDING TO BE SCREWED TO THE UNDERLYING FIRE WALL.
USE ADHESIVE TO ATTACHED HAT CHANNEL TO SURFACE FOR SIDING ATTACHMENT
USING ADHESIVE PRESERVES RATING AND INTEGRITY OF FIRE WALL.
Correction Notice
3S0 D� C t8 M
Job Located at
Inspection of your work revealed that the following is
not in accordance with the codes governing the work in
this jurisdiction
0 i r .\-QGJ 6 eib-
°1--41. i 1 G714.1
*1 c of lAvai
Zil..r c v I, �c I
These corrections must be made and are not to be
covered until reinspection is ma a Whe corr tions
have been made, please call L 8i
for inspection
Date 4,7_,10,_
BUILDING DIVISION
CITY OF PORT ANGELES
DO NOT REMOVE THIS TAG
Inspector for Building Division
PREPARED 6/12/06 12 12 44 INSPECTION TICKET PAGE 9
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/12/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required /jll
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 5/26/06 JLL BUILDING FIREWALL TIME 13 00
5/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
05/26/2006 03 45 PM JLIERLY
one layer only/j11
BL4 02 6/07/06 JLL BUILDING FIREWALL TIME 13 00
6/07/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 06/06/06 TIME 15 13 57
CHARLIE 271 3301
06/06/2006 03 13 PM DYASUMUR
06/07/2006 12 43 PM PBARTHOL
BL4 03 6/12/ 6 L BUILDING FIREWALL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 06/09/06 TIME 14 04 48
CHARLIE 271 2301 06/09/2006 02 04 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 6/07/06 12 31 49 INSPECTION TICKET PAGE 7
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/07/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NER CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required /jll
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 5/26/06 JLL BUILDING FIREWALL TIME 13 00
5/26/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
BL4 02 6/07/06 JLL
p/T
05/26/2006 03 45 PM JLIERLY
one layer only /j11
BUILDING FIREWALL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 06/06/06 TIME 15 13 57
CHARLIE 271 3301
06/06/2006 03 13 PM DYASUMUR
COMMENTS AND NOTES
CI James Lierly Port Angeles TS Fire Wall Screw Pattern Page 111
From 'Colville, Erik' <EColville @SCSEngineers.com>
To Jared Stevenson' <jstevenson@etenv.com> James Lierly" <Jlierly @cityofpa.us>
Date 5/30/06 12:57PM
Subject: Port Angeles TS Fire Wall Screw Pattern
The fire wall assembly for the 2 hour fire wall in the MRWF is two
layers of 5/8' Type X GWB applied horizontally with vertical joints
aligned over the 6' studs Wall board joints to be paper taped and
mudded The drywall screw pattern is 2 1/4 screws at 24 OC for the
base layer and 8' OC for the face layer Screw heads are to be covered
with mud
Let me know if there are questions.
Erik Colville, P E.
SCS ENGINEERS
4800 SW Meadows Road Suite 300
Lake Oswego OR 97035
503 534 -3620 reception
503 849 -7524 direct
503 296 -2510 fax
and
2405 140th Ave NE, Suite 107
Bellevue, WA 98005
425 746 -4600
425 746 -6747 fax
ecolville @scsengineers.com
www.scsengineers com
CC <bwinn @etenv.com>
PREPARED 5/26/06 12 08 27 INSPECTION TICKET PAGE 13
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/26/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required /jll
BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00
5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
05/23/2006 04 17 PM JLIERLY
BL4 01 /26/06 LL BUILDING FIREWALL TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 05/25/06 TIME 14 43 27
CHARLIE 271 2301 05/25/2006 02 43 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 5/25/06 10 59 56
PAGE 18
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/25/06
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT PL 00 PLUMBING PERMIT
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
PL2 01 5/
JLL
INSPECTION TICKET
PLUMBING ROUGH IN TIME 13 00
mike 206 255 9744 05/24/2006 03 21 PM DYASUMUR
COMMENTS AND NOTES
PREPARED 5/23/06 11 02 06 INSPECTION TICKET
CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY
ADDRESS 3501 BLDG C W 18TH ST SUBDIV
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776
OWNER CITY OF PORT ANGELES PHONE
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00
5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
05/19/2006 03 48 PM JLIERLY
address letter on building /plans for building north of
t station /detail on fire wall required/j11
BL3 02 /2 BUIVEIRG ERTAIEN TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 45
CHARLIE 276 2301 05/22/2006 01 40 PM DYASUMUR
COMMENTS AND NOTES
s 1 1-v l A
PAGE 10
DATE 5/23/06
PREPARED 5/19/06 10 58 48 INSPECTION TICKET
CITY OF PORT ANGELES
ADDRESS 3501 BLDG C W 18TH ST
TENANT NBR CITY OF PORT ANGELES
CONTRACTOR E T ENVIRONMENTAL
OWNER CITY OF PORT ANGELES
PARCEL 07 30 01 2 2 0000 0000
APPL NUMBER 06 00000279 COMM NEW CONST
PERMIT BPC 00 BUILDING PERMIT COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
INSPECTOR JAMES L LIERLY
SUBDIV
PHONE (404) 926 1776
PHONE
PAGE 5
DATE 5/19/06
BL3 01 5/ (J.(\ BUILDING FRAMING TIME 13 00
OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 31 26
05/18/2006 02 31 PM DYASUMUR
paul 270 2301
COMMENTS AND NOTES
0 --kts
\A--1/41.47 4t\
6fra YA1
PORr
N
fit
Application Number 06 00000279 Date 5/18/06
Application pin number 899332
Revision number 1
Property Address 3501 BLDG C W 18TH ST
ASSESSOR PARCEL NUMBER 07 30 01 2 2 0000 0000
Tenant nbr name CITY OF PORT ANGELES
Application type description COMM NEW CONST
Subdivision Name F fiViel t t
Property Use 7/7'4 Property Zoning PUBLIC BUILDINGS PARKS Application valuation 173400
Owner
CITY OF PORT ANGELES
PO BOX 1150
PORT ANGELES
Other struct info
Permit BUILDING PERMIT COMMERCIAL
Additional desc
Permit pin number 77842
Permit Fee 00 Plan Check Fee 00
Issue Date 5/18/06 Valuation 173400
Expiration Date 11/14/06
Permit ELECTRICAL NEW COMMERICAL
Additional desc
Permit pin number 76422
Permit Fee 36 40 Plan Check Fee 00
Issue Date 5/09/06 Valuation 0
Expiration Date 11/05/06
Qty Unit Charge Per
1 00 36 4000 ECH EL LVT FIRST THERMOSTAT
Permit FIRE SPRINKLER COMM
Additional desc
Permit pin number 74005
Permit Fee 165 75 Plan Check Fee 107 74
Issue Date 5/09/06 Valuation 6525
Expiration Date 11/05/06
Qty Unit Charge Per
BASE FEE
5 00 14 0000 THOU BL -2001 25K (14 PER K)
Permit MECHANICAL PERMIT
Additional desc
Permit pin number 76380
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005]
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
Contractor
E T ENVIRONMENTAL
3424 PECHTREE RD NE STE 150
WA 983620217 ATLANTA GA 30327
(404) 926 1776
TOTAL LOT COVERAGE 1 00
CONSTRUCTION TYPE 1
HARD SURFACE AREA 1
NUMBER OF STORIES 1 00
EXISTING LOT COVERAGE 1 00
LOT SIZE 1 00
PROPOSED LOT COVERAGE 1 00
TOTAL LOT COVERAGE 1 00
NUMBER OF UNITS 1 00
Extension
36 40
Extension
95 75
70 00
Date Signature of Owner (if owner is builder) Dal\
E
FOUNDATION:
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS ROOF CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
MECHANICAL
HEAT PUMP FURNACE DUCTS
GAS LINE
WOOD STOVE PELLET CHIMNEY
COMMERCIAL HOOD DUCTS
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
PLANNING DEPT SEPARATE PERMIT #'s
PARKING/LIGHTING
LANDSCAPING
RESIDENTIAL
ELECTRICAL LIGHT DEPT
CONSTRUCTION R.W PW/
ENGINEERING 417 -4807
FIRE 417 -4653
PLANNING DEPT 417 -4750 I
BUILDING 417 -4815
T \Policies \l 102_15 building permit inspection record05 wpd [1/4/2005]
BUILDING PERMIT INSPECTION RECORD
CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS.
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FINAL
FINAL
SEPA.
ESA.
SHORELINE.
DATE ACCEPTED BY.
DATE ACCEPTED BY.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL DATE ACCEPTED
YES 1 NO
417 -4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W
PW ENGINEERING
I FIRE DEPT
I PLANNING DEPT
I BUILDING
Application Number
Application pin number
Revision number
Permit Fee
Issue Date
Expiration Date
Permit
Additional desc
Permit pin number
Permit Fee
Issue Date
Expiration Date
Other Fees
Fee summary
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
T \Policies \1102_15 building permit inspection record05.wpd [1/4/2005]
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
06 00000279
899332
1
97 10 Plan Check Fee
5/09/06 Valuation
11/05/06
Qty Unit Charge Per
BASE FEE
1 00 14 7000 ECH ME INSTALL 100- FAU
3 00 7 2500 ECH ME VENT FAN
1 00 10 6500 ECH ME HOOD /DUCT SYSTEM
PLUMBING PERMIT
76372
107 00 Plan Check Fee
5/09/06 Valuation
11/05/06
Qty Unit Charge Per
BASE FEE
3 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP
1 00 7 0000 ECH PL EA INSTALL WATER PIPE
1 00 15 0000 ECH PL EA BLDG SEWER
2 00 7 0000 ECH PL- EA WATER HEATER
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
Charged Paid Credited
406 25 406 25 00
107 74 107 74 00
3109 50 3109 50 00
3623 49 3623 49 00
Page 2
Date 5/18/06
00
0
Extension
50 00
14 70
21 75
10 65
00
0
Extension
50 00
21 00
7 00
15 00
14 00
1305 00
4 50
1800 00
Du;
00
00
00
00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction
Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date
FOUNDATION:
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS ROOF CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
MECHANICAL
HEAT PUMP FURNACE DUCTS
GAS LINE
WOOD STOVE PELLET CHIMNEY
COMMERCIAL HOOD DUCTS
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
PLANNING DEPT SEPARATE PERMIT #'s
PARKING /LIGHTING
LANDSCAPING
RESIDENTIAL
ELECTRICAL LIGHT DEPT
CONSTRUCTION R.W PW/
ENGINEERING 417 -4807
FIRE 417 -4653 I
PLANNING DEPT 417 -4750 I
BUILDING 417 -4815
T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005]
BUILDING PERMIT INSPECTION RECORD
J72.31 I‘7
1 1
1 1
CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS.
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO S•
417 -4735 ELECTRICAL
LIGHT DEPT
8 /Y /o 6 R p
FINAL
V I/0c A' p re WA
7/17/o v
SEPA.
ESA.
SHORELINE.
CONSTRUCTION R.W
PW ENGINEERING
FIRE DEPT
PLANNING DEPT
BUILDING
DATE ACCEPTED BY.
V
FINAL /D DATE ACCEPTED BY.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL DATE ACCEPTED
YES 1 NO
1 I 1
1 ,�I� 1 11
r, /ma y
"'boa V wl
b
Application Number
Application pin number
Revision number
Property Address
ASSESSOR PARCEL NUMBER
Tenant nbr name
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
CITY OF PORT ANGELES
PO BOX 1150
PORT ANGELES
Other struct info
Permit
Additional desc
Permit pin number
Permit Fee
Issue Date
Expiration Date
Qty Unit Charge Per
BASE FEE
5 00 14 0000 THOU BL 2001 25K (14 PER K)
Other Fees
Fee summary
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
WA 983620217
FIRE SPRINKLER COMM
Charged Paid Credited
CITY OF PORT ANGELES
FIRE DEPARTMENT PERMIT
321 East 5'h Street, Port Angeles, WA 98362
06 00000279
899332
1
3501 BLDG C W 18TH ST
07 30 01 2 2 0000 0.000
CITY OF PORT ANGELES
COMM NEW CONST
PUBLIC BUILDINGS PARKS
173400
Contractor
E T ENVIRONMENTAL
3424 PECHTREE RD NE
ATLANTA
(404) 926 1776
TOTAL LOT COVERAGE
CONSTRUCTION TYPE 1
HARD SURFACE AREA 1
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
74005
165 75 Plan Check Fee
5/09/06 Valuation
11/05/06
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
165 75 165 75 00
107 74 107 74 00
3109 50 3109 50 00
3382 99 3382 99 00
Date
5/11/06
STE 150
GA 30327
1 00
1 00
1 00
1 00
1 00
1 00
1 00
107 74
6525
Extension
95 75
70 00
1305 00
4 50
1800 00
Due
00
00
00
00
This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or
abandoned for a period of 180 days afer the work has commenced, or if required Inspections have not been requested with
180 days from the last Inspection. I hereby certify that I have read and examined this application and know the same to be
true and correct. All provision of recognized standards, laws and ordinances governing this type of work will be compfed
with whether specified e I or not. The granting of this permit does not presume to give authority to violate or cancel
the 4isions, f any, a local law regulating the work specified in the permit.
Signature of Contractor or Authorized Agent Date Signature of Owner (If Owner is builder)
Date
FIRE PERMIT INSPECTION RECORD
Call 360 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover, insulate
or conceal any work before inspected and accepted. Post permit in a conspicuous location.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
Inspection Type Date Passed Comments
FIRE SPRINKLER
Underground piping hydrostatically tested
Underground piping flushed
Interior piping hydrostatically tested
Interior piping inspection
Dry system air tested at 40 psi (24 hours)
Sprinkler final
FIRE ALARM
Rough -in inspection
Alarm final
LP -GAS Completed by Contractor.
Underground piping inspection /pressure test Test #1
Above ground piping Inspection/pressure test Piping pressure test
Time initiated
Tank (container) inspection Test #2
Appliance inspection Piping pressure test
LP -gas final Time initiated
UNDERGROUND STORAGE TANK (UST) ABANDONMENT
Removal of flammable /combustible liquids
Tank appropriately abandoned
UST abandonment final
PERMIT OTHER (specify)
permit final
GENERAL COMMENTS
2/15/00
psi
psi
Application Number
Application pin number
Revision number
Property Address
ASSESSOR PARCEL NUMBER
Tenant nbr name
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
CITY OF PORT ANGELES
PO BOX 1150
PORT ANGELES
Other struct info
Permit
Additional desc
Permit pin number 75531
Permit Fee 750 00
Issue Date
Expiration Date 11/05/06
Qty Unit Charge Per Extension
1 00 750 0000 EA PW W/M 1 SERV 3/4 METER 750 00
Permit
Additional desc
Permit pin number
Permit Fee
Issue Date
Expiration Date
T•1Policies11102.15R {1/051
WA 983620217
75549
110 00
11/05/06
PUBLIC BUILDINGS PARKS
173400
Contractor
E T ENVIRONMENTAL
3424 PECHTREE RD
ATLANTA
(404) 926 1776
TOTAL t LOT COVERAGE
CONSTRUCTION TYPE
HARD SURFACE AREA
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
PUBLIC WORKS COMM WATER SERV
SANITARY SEWER HOOK UP
Qty Unit Charge Per
1 00 110 0000 EA SAN SEWER HOOKUP
Other Fees
Fee summary
Signature of Contractor or Authorized Agent Date
CITY OF PORT ANGELES
PUBLIC WORKS UTILITIES DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
06 00000279
899332
1
3501 BLDG C W 18TH ST
07 30 01 2 2 0000 0000
CITY OF PORT ANGELES
COMM NEW CONST
Plan Check Fee
Valuation
Plan Check Fee
Valuation
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
Charged Paid Credited
Permit Fee Total 860 00 860 00 00
Plan Check Total 00 00 00
Other Fee Total 3109 50 3109 50 00
Grand Total 3969 50 3969 50 00
Date 5/09/06
NE STE 150
GA 30327
1
1
1 00
1 00
1 00
1 00
1 00
1 00
1 00
Extension
110 00
1305 00
4 50
1800 00
Due
00
00
00
00
00
0
00
0
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
to ruction.
Signature of Owner (if owner is builder) Date
CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
PW UTILITIES (Engineering Division)
WATERLINE METER
SEWER CONNECTION
SANITARY
STORM
SITE DRAINAGE
SITE EROSION CONTROL
PARKING
SIDEWALK
CURB GUTTER
DRIVEWAY APPROACH
BACK -FLOW DEVICE
CONSTRUCTION RW PW/ 417-4807
ENGINEERING
FIRE 417 -4653
PLANNING DEPT 417 -4750
BUILDING 417 -4815
T•\Policies \1102.15R [1/051
RESIDENTIAL
PERMIT INSPECTION RECORD
INSPECTION TYPE DATE ACCEPTED
YES 1 NO
1 1
1 1
1 1
I 1
1 1
1 1
I 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
I 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL DATE ACCEPTED
YES 1 NO
1 1
1 1
1 1
1 1
CONSTRUCTION RW
PW ENGINEERING
1 FIRE DEPT
1 PLANNING DEPT
BUILDING
COMMENTS
1 1 1
1 1 1
1
1 1
LETTER OF TRANSMITTAL
Environmental Consultants
SCS ENGINEERS
TO Jim Lierly/David
Port Angeles Building Depart.
321 East Fifth Street
Port Angeles, WA 98362
360 -417 -4815
WE ARE SENDING YOU
x Attached
Under separate cover via
Shop drawings Prints
Copy of letter Change order
the following items. Plans Samples
Specifications
COPIES
1
DATE
THESE ARE TRANSMITTED as checked below
For approval Approved as submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment
DATE
JOB NO
ATTENTION
RE.
2405 140 Avenue NE
Suite 107
Bellevue, Washington 98005 -1877
DESCRIPTION
G, A, C, S, M, P, and FP drawmgs
Resubmit
Submit
Return
May 3, 2006
04205019 00
Port Angeles Transfer Station
and Moderate Risk Waste
Facility
Ph 425 746-4600
Fx 425 746 -6747
www.scsengineers.com
copies for approval
copies for distribution
corrected prints
For Bids Due 20 Prints returned after loan to SCS Bellevue
REMARKS
Jared Stevenson with ET Environmental asked that these drawmgs be sent to you. The E drawings will
follow m a separate transmittal.
COPY TO SIGNED Erik Colville, P.E.
C:1Documents and SettingslAndrea PlischkelLocal SettingslTemporary Internet Files1OLK20D1Drawing
Transmittal to City 5-3.doc
Project Name MRWF Facility Address. 3501 West 18th
Installer• Viking Fire Protection Installer Telephone: 206 622 4656
Type of System. Dry
Date 4.3.2006 PAFD Permit 06 -22
We have checked this plan and find that it conforms to the requirements of the code.
1) A quick opening device will be required if water cannot be delivered to the system test in less
than 60 seconds.
Additional Comments.
PORT ANGELES FIRE DEPARTMENT
102 East Fifth Street, Port Angeles, Washington 98362
(360) 417 -4650 FAX (360) 417 -4659
Fire Spnnkler System Plan Review
13
13 13D❑
All systems, including underground mains, shall be installed by a state licensed and certified
company Systems shall be installed per the applicable NFPA Standard.
All electrical components shall be compatible with the fire alarm system.
All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire
Department PRIOR to being covered. A witnessed flush of the underground piping is required.
A timed alarm test is required. A 200 PSI hydrostatic test for 2 hours is required. A 40 PSI air
test is required for 24 hours.
Before final acceptance of the system, an inspection will be conducted to ensure that the
installation complies with the applicable NFPA Standard. (NFPA 13)
Contractor Reviewed by vn .1)-1)
Building Department Date: K 3 06
Fire Department
Address
Fill out COMPLETELY and in INK. Your application and site plan MUST BE
COMPLETE to be accepted for review If you have any questions, call
PERMITS (360) 417 -4815 FAX(360)417 -4711
Applicant or Agent: C- t7-- 1 d rt-
Owner C.�=T GAF ?a te 4
Architect /Engineer 2aC---
Contractor
Address 'ir IS S
PROJECT ADDRESS 350 0 1
LEGAL DESCRIPTION Lot:
CLALLAM COUNTY PARCEL NUMBER
Credit Card Holder Name
Billing Address:
Credit Card Type VISA MC
State
B1
City
TYPE OF WORK.
Residential New Constr Re -roof Stove
Multi family Addition Move Garage
Commercial Remodel Demolition Deck
Repair Sign Otheritr, -)icZ
BRIEF DESCRIPTION OF THE PROJECT
No of Stories Lot Size
Total lot coverage
PLANNING USE ONLY
BUILDING PERMIT APPLICATION
Existing Sq Ft.
Vs► 373u1
License '>a Exp
City
ESA /Wetland(s) Yes No SEPA Checklist required? Yes No Other
Phone Zr c.
I r ZONING
Subdivision.
(97 etZZoc>c)v
Proposed Sq Ft.
It /a
Applicant: Date:
Date Rec
Permit
Date Approved:
Date Issued r 0(�
o G
CoZZ �•G.sc
SIZE /VALUATION
SF /SF
SF /SF
SF /SF rr_
TOTAL VALUATION �7
S .Mr4 (z..) ti1)51.,1
7.1.7r L.1 I r°f,caN�G�c =''M� NT L f C r-r 1� Fag, 1 AN,
A) ..S7 A.;7 mac, i 21-c
COMMERCIAL /RESIDENTIAL Occupancy Group oa Construction Type
TOTAL Sq Ft.
Phone 5‘c t7 486
Zip
Phone 1zS 74(p 46.
Phone.ZX. GZZ 46%.
Zip leIS'1
APPROVALS
PLAN
BLDG
DPWU
FIRE
OTHER
VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant.
This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit
Coordinator at 417 -4815 for assistance
PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans
are submitted. All other permit fees are due at the time of permit issuance
EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section
R105.3.2 of the International Building /Residential Code, 2003) No application can be extended more than once.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to
apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I
must obtain such permits prior to work.
DATE. March 24, 2006
TO. City of Port Angeles
321 East 5 Street
Port Angeles, WA 98362
ATTN Permit Center
OTY. NO.
3 FP1 -FP2
3
1
VIKING AUTOMATIC SPRINKLER COMPANY
3434 1ST AVENUE SOUTH
SEATTLE, WA 98134
206 622 -4656 FAX 622 9319
TRANSMITTAL
COMMENTS.
Please contact me if you have any questions. Thank you.
For Your Approval
Customer Approval
Construction No Return Required
Please return copies with your approval and/or comments
CONTRACT NO WSC -6090
PROJECT Pt Angeles Transfer Sta
3501 West 18 Street
Port Angeles, WA
DESCRIPTION.
Fire Sprinlder Shop Drawings
Project Submittal. Hydraulic Calculations, Material Submittal
Permit Application
Sincerely
RECEIVED
MAR 2 9 2006
CITY OF PORT ANGELES
BUILDING DIVISION
Grant Laine
Viking Automatic Sprinkler Co.
Jim Lierly
Building Inspector
City of Port Angeles
P O Box I I SO
Port Angeles, WA 98362
Dear Jim.
ET
Vision. Solutions Value
1028 S.E. Water Avenue, Suite 255, Portland, OR 97214 USA tel 503 232 9600 fax 503 232 9605 www.etenv.com
1�1
Re: Electrical Classification for Port Angeles Moderate Risk Waste Facility
March 10 2006
VIA E -MAIL
The plans submitted to the City of Port Angeles for the project that is currently underway at
the City s landfill include several buildings including a solid waste transfer station scalehouse,
staff building, and a Moderate Risk Waste Facility (MRWF) This correspondence is intended to
specifically address the electrical classification for the Moderate Risk Waste Facility
On the basis of our recent telephone conversation, I understand that you are familiar with
Moderate Risk Waste Facilities, and their role in providing a convenient and responsible means
for citizens to dispose of unwanted household products such as used paint, motor oil,
antifreeze, batteries, herbicides, pesticides, etc. The MRWF designed for the Port Angeles
project includes three functional areas including; Receiving Area, Sorting Labpacking Area,
and Flammable Liquids Bulking Storage Area.
The general flow of material through the facility is as follows:
Receiving Area
Residents will deliver waste materials to the MRWF on scheduled dates, typically once
or twice per month Citizens will be directed by signage from the scalehouse to the
MRWF Receiving Area, which is designed as a canopy- covered concrete slab with spill
containment. The MRWF staff will be responsible for removing the material from
customer vehicles. The material will be visually screened as it is being removed from
customer vehicles to verify acceptability and to verify the integrity of individual
containers and packages. The staff will remove the waste, and places the material on
rolling carts for transfer to the Sorting and Labpacking Area.
Jim Lierly
Port Angeles MRWF
Page 2
Sorting Labpacking Area
The Sorting and Labpacking Area is designed as a large open room, with adjacent office
and restroom This is the only area of the MRWF that is mechanically conditioned. The
other two areas are naturally ventilated as a result of being three sided, with a I4 -foot
clear height to the underside of structure. As mentioned above, the waste material
delivered by residents will be transferred from the Receiving Area to the Sorting
Labpacking Area for characterization, and consolidation with similar types of materials.
The methodology used for packaging the waste for removal from the site will depend on
the characteristics of each waste sub stream, and the method used for transporting and
disposing that particular type of product. For example, certain types of material may be
placed in fiber drums, other types of material in metal drums, or even plastic or
cardboard totes or gaylords. Generally the types of material to be packaged in the
Sorting Labpacking Area are non combustible and non flammable products such as
garden products, cleansers, batteries, etc. Combustible and flammable materials will be
segregated for transfer to the Bulking Flammables Storage Area for processing and
temporary storage.
Flammables Bulking Storage Area
Similar to the Receiving Area, the Flammables Bulking Storage Area is a canopy
covered concrete slab with containment features. Flammable and combustible material
will be transferred on rolling carts from the Sorting Labpacking Area for consolidation
into 55- gallon drums. Consolidation of flammable liquids will be performed in
accordance with prevailing regulation of OSHA, National Fire Protection Association,
International Fire Code, and Washington Administrative Code. Combustible gas
monitoring equipment will be used during all bulking operations. No bulking or
flammable liquids will occur within four (4) feet of any door or opening into the Sorting
Labpacking Area. As the MRWF will be open only intermittently it is not anticipated
that flammable /combustible liquids or aerosol containers will be stored on the property
for long periods of time. These materials will likely be removed from the site at least
once or twice a month.
Electrical Classification
Article 500 of the National Electrical Code provides the basis for designating certain
types of environments as hazardous if they pose a risk of fire or explosion due to the
presence of flammable gases or vapors, or flammable liquids, combustible dust, or
ignitable fibers.
For the MRWF, it is proposed that the 24 inches nearest to the floor in all areas of the
facility be designated as a Class I Division 2 environment. It is proposed that the
Receiving Area, and the Flammable Liquids Bulking Storage Area, be designated as
Unclassified for the region above 24 inches from the floor This approach is analogous
to a canopy- covered commercial fueling facility (gas station) wherein the 18 inches
nearest to the ground is deemed as Class 1 Division 2, and the remaining environment
Jim Lierly
Port Angeles MRWF
Page 3
We trust you will concur with the electrical classifications proposed herein. If so, please
communicate your concurrence, or address any concerns or comments, to Erik Colville, P E. at
SCS Engineers. Erik's phone number is 503 -849 7524 ext. 134
Thank you for your attention to this matter
Sincerely
ET ENVIRONMENTAL CORPORATION, LLC
is Unclassified The Sorting and Labpacking Area, because it is mechanically ventilated
and will temporarily be a transient sorting area for flammable and combustible liquids, is
proposed to be designated as a Class 1 Division 2 environment throughout.
Buff Winn, P E.
Regional Design Manager
cc: Wes Gavett, P E. Waste Connections
Erik Colville, P E. SCS Engineers
Von Morley Bird Electric
Mike Wiley Hermanson
Mike Bice, ET Environmental
Jared Stevenson, ET Environmental
WASTE CONNECTIONS INC.
Co mect w:t {i the F,ai
Wes Gavett, P.E.
Regional Engineer
P.O Box 61726
Vancouver, WA 98666
Tel 360.695 4858 Ext. 319
Tel 503.288.7844 Ext. 319
Fax 360.695 5091
Mobile 360 921 0098
Email: wesg @wcnx.org
A'7.1% r;:,.nv"wvreGeC3'vcom,_a;.�s .•:i$,
Poggerneyer Design Group, Inc
512 6th Street South Suite 202 Phone: (425) 827 -5995
Kirkland, WA 98033 Fax: (425) 828 -4850
November 2, 2005 Re: Port Angeles Transfer Station
PDG Job No. 5081S
Building Department
Attn Jim Lierly
321 East 5 Street
Port Angeles, WA 98362
How Many
3 sets
This material is sent for
Items Sent Fedex_-
Revised Structural Drawings
LETTER OF TRANSMITTAL
Your information
Review
Response
By Basri Basrl, PE
Approval
As Requested
Sheet Numbers
ffl%
POGGEMEYER
DESIGN GROUP
CONSULTING ENGINEERS
5126 STS. STE202
KIRKLAND, WA 98033
425/827 5995 PHONE
425/828 -4850 FAX
Poggemeyer Design Gf8ttir? WA,COM
rJ James Lierlv Port Angeles Transfer Station revised design criteria sheet Page 1 JI
From 'Basri Basri' <bbasri @pdg wa.com>
To <jlierly @cityofpa us>
Date 10/4/05 9•00AM
Subject: Port Angeles Transfer Station revised design criteria sheet
Jim
Attached is the revised Design Criteria sheet to replace the one in the
calculation package.
Thank you
Basri Basri P E.
Poggemeyer Design Group
425 -827 5995 (Ph)
425 828 -4850 (Fax)
bbasri @pdg wa.com <mailto:bbasri @pdg wa.com>
11 James Lierly SCAN2297 OOO.pdf Page 111
POGGEMEYER DESIGN GROUP I Made By: BB 1 Date: 9/30/2005 IJob No.. 5081S
Consulting Engineers `Checked by: 1 Date: 1Sheet No. DC-1
512 6th Street South, Suite 202 Kirkland, WA 98033
(425) 827 -5995 Fa,c (425) 828 -4850 (Description: Design Criteria
Job Name Port Angeles Transfer Station I
Deslon Criteria
Code: IBC 2003 edition 8 ASCE 7 -02
Building Description:
Them are Three buildings that will be constructed. A transfer station, Moderate Risk Waste Facility (MRWF) and a scale house.
The description of each building as follows:
1. Transfer Station: One story prefabricated metal building with a footprint of 170 ft. x 100 ft The floor slab will be heavily used
by 50 kips wheel loader for moving waste for compaction and to scale area. Poggemeyer to design foundation only.
2. MRWF A 50 ft. x 100 ft. waste storage facility. The end portions are open covered with roof canopy. Poggemeyer to
design foundation only
3. Scale House: A small office space for truck scale operation. Poggemeyer to design foundation only.
Seismic:
Wind:
Soils:
Short period acceleration 124 %g
Long period acceleration 51%g
R=4.5 for intermediate moment frame (assumed)
Soil Class C
Exposure D
Basic Wind Speed 100 mph
Importance factor 1
Live Loads:
Roof 25 psf (snow)
Floor
Transfer Station 200 psf or 19 kips wheel load
MRWF 200 psf
Scale House= 50 psf
Allowable Footing Soil Bearing 3,000 psi
Soil Class= C
Min Footing Depth 18 inches
Active Soil Pressure, cantilevered walls 36 pcf
Active Soil Pressure, basement walls 60 pcf
Design Crileria 10/4/2005
VP BUILDINGS
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DRAWING INDEX
DRAWING TITLE PAGES
I Cover Sheet
Notes
Anchor Bolt Plan
Primary Structural
Secondary Structural
Covering
Special Drawings
Standard Erection Details
1 EXPIRES
12 23- D 1...
THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP
AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE
VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN
OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO
ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP
TYPE
1 Approval Drawings
2
3-4
5 -9
10-19
20-29
30 3d
3.237
V
This wet signature applies to
sheets I thru I
these drawings
VP Buildings, Inc. D D ors Club Circle Memphis TN 38125
DRAWING RELEASE HISTORY
DATE DESCRIPTION
11/11/2005 FOR APPROVAL NOT FOR CONSTRUCTION
EXPIRES 12 23_
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PLANS APPROVED BY
PORT ANGELES ME DEPT
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MATERIALS
3 PLATE WELDED SECTIONS
COLD FORMED LIGHT GAGE SHAPES
BRACE RODS
HOT ROLLED MILL SHAPES
HOLLOW STRUCTURAL SECTION (HSS)
CLADDING
A325 BOLT TIGHTENING REQUIREMENTS
IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE
REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR
IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS.
ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE 'SNUG TIGHT' CONDITION AS PERMITTED BY THE
SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2000 ED.), UNLESS INDICATED AS
'PRE TENSIONED' ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW.
PRE TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC
PERFORMANCE DESIGN CATEGORY D E OR F (ZONE 3 OR 4). SEE CODES AND LOADS NOTES BELOW FOR
SEISMIC DESIGN CATEGORY
PRE TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF
BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS.
CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST
BE PRE TENSIONED
ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH =SC DESIGNATION MUST BE
PRE TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT OIL OR OTHER MATERIALS THAT REDUCE THE
FRICTION AT CONTACT SURFACES.
ALL A490 BOLTS MUST BE PRE TENSIONED WITH WASHERS UNDER TURNED ELEMENT
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS 'SNUG TIGHTENED' EVEN IF ABOVE CONDITIONS
EXIST UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS.
WASHERS ARE NOT REQUIRED FOR SNUG-TIGHT' CONNECTIONS. PRE TENSIONED CONNECTIONS TIGHTENED USING THE
TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS.
CODES AND LOADS
WHEN MULTIPLE BUILDINGS ARE INVOLVED SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC. MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED BELOW SEE CALCULATIONS FOR FURTHER DETAILS.
Building Code: 2003 International Building Code
MRWF Building: Building Use:Hazardous Special Occupancy Collateral Gravity' 7.00 psf (Not Including bldg wt)
Recieving Canopy: Building Use:Hazardous Special Occupancy Collateral Gravity: 7.00 psf (Not Including bldg wt)
LIVE LOADS AND RAINFALL
Live Load 20.00 psf (Reducible)
Rainfall: 4.00 inches per hour
SNOW LOAD
Ground Snow 36.08 psf, Flat Roof Snow: 25.00 psf
Snow Exposure Category (Factor): 2 Partially Exposed (0.90)
Snow Importance: 1 100 Thermal Category (Factor): Heated (1 00)
WIND LOAD
Wind Speed: 100.00 mph, Wind Exposure: D
Basic Wind Pressure: 26.35 psf
Wind Importance Factor 1 150, Ft= Topographic Factor 1.0000
Wind Enclosure: Enclosed 0 180
Note: If the building is designed as ENCLOSED all windows, doors, skylights
and other covered openings must be designed for the specified above wind Load
La oral Force Resisting Sy T ms using Equivalent Force Procedure The Issltance of this permit based upon these plans, specifi-
Mapped Spectral Response Ss:124.10 %g, S1:50.90 %g catio and other data shall not prevent the building official
Seismic Hazard Use Group: Group 2 from thereafter requiring the correction of errors in said
Seismic Performance Design Category: D (See Bolt Tightening Note Abov�) specificat and other data or fr0rr
Seismic Snow Load: 0.00 psf
Seismic Importance: 1.250
Soil Profile Type: Very dense soil and soft rock (C, 3)
Design Spectral Response Sds: 0.8273, Sd1 0.4411
Ordinary Steel Moment Frames
Frame Redundancy Factor 1.2680
Framing R -Factor 3.5000, Frame Seismic Factor (Cs): 0.2955, Design Base Shear 0.2955 W
Ordinary Steel Concentric Braced Frames
Brace Redundancy Factor 1 4620
Bracing R -Factor 3.5000, Brace Seismic Factor (Cs): 0.2955, Design Base Shear 0.2955 W 4 1
4 4 Pi -A-1-
rdn
VP BUILDINGS, INC.
AISC CATG. MB CERTIFIED BUILDERS POD 15226
11/10/2005 16.32:23
GENERAL NOTES
ASTM DESIGNATION
A529, A572, A1011 SS
A1011 SS
A572
A36, A572, A529, A992
A500
A653, A792
tt- II-oc
COVER SHEET
BUILDER CHG Building Systems, Inc.
CUSTOMER
ET Environmental
LG Port Angeles, Washington
PROJECT Port Angeles Transfer Station
FI ENAME CA0501695-01OE1 vpc
GRADE 50
GRADE 55
GRADE 65
GRADE 36 KSI OR GRADE 50
GRADE B
GRADE 50 CLASS 2 OR GRADE 80
BILE
OF PORT ANGELES Construction Plans
building operations being carried on thereunder when
violation of ail codes and ordinances of this jurisdiction.
Approval Date
VPC V SION 5.3b
tociSZ' rr,
JOB
CA0501695-01
DATE
11/11/2005
DRAWN CHECK
LG MO
P GE
1
BUILDER/CONTRACTOR RESPONSIBILITIES
VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP
Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless
stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans
and plans for other trades, VP Building structural plans shall govern.
It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and
jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP
interpretation of the contract purchase order Unless specific design criteria concerning interface design and
details are furnished as part of the contract, VP Buildings design assumptions shall govern.
VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply
sealed engineering design data and drawings for VP supplied material as part of the overall project for use by
others to obtain permits, approvals, and coordinate with other trades. The Builder or NE firm are responsible
for the overall project coordination, including coordination with appropriate inspection and testing agencies. All
interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by
the builder or NE firm.
CONSTRUCTION ERECTION RESPONSIBILITY
The Builder is responsible for construction in strict accordance with VP Buildings 'FOR CONSTRUCTION'
drawings and all applicable product installation guides. VP is not responsible for work done from any other VP
drawings that are not marked 'FOR CONSTRUCTION" nor any drawings prepared by others. The Builder is
responsible for accurate setting of anchor bolts 1/S' accuracy), erection of steel, and required alignment
such that components are straight and plumb per MBMA Code of Standard Practice. Out of straightness for
any member shall not exceed 1/300.
The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder
is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing
site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary
supports and bracing dunng erection of the building. VP bracing is designed for code required loads after
building completion and shall not be considered as adequate erection bracing. Se VP Builder Memo #BM -006.
EXISTING STRUCTURES
VP must be advised of any existing structure that is within 20 ft of VP's building. Loadings of both buildings
may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or
loading of existing buildings.
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while
tightening brace rods so as not to cause accidental or misalignment of components. All rods must be
installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles
it may be necessary to support the rod at mid -bay by suspending it from a secondary member
Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be
designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts.
Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local
distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems
not furnished by VP
FIELD WELDING
All field welding shall be done at the direction of a design professional, and done in accordance with governing
requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the
applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding
variation specified. Unless otherwise approved, use E7Oksi yield, low hydrogen electrodes. The contractor shall
provide for any special welding inspection as required by code.
DELIVERIES
It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in
a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result
of job site unloading delays.
Per VP Builder Memo #BM-001, claims for damage or losses MUST be noted on the Bill-of- Lading or delivery
receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the
Uniform Commercial Code. It is critical that damages or loss be noted on the Bill -of- Lading or you have
little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the
Builder against quantities billed on the shipping document Neither the Manufacturer nor the carrier is
responsible for material shortages against quantities billed on the shipping document if such shortages are not
noted on the shipping documents upon delivery of material and acknowledged by the carriers agent For
materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking.
Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to
provide drainage of trapped moisture.
SEALANTS
Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised.
Sealant must be applied in temperatures and weather conditions consistent with labeling.
Butyl Sealants Service Temperature Range (Degrees): Min -40F -40C); Max 200F (104C)
Tape sealants Service Temperature Range (Degrees): Min -60F -50C); Max 212F (1000)
INDEPENDENT MEZZANINES
Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper
isolation from the VP building has been provided to avoid structural damage due to differential movements, or
inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent
mezzanine.
FIRE CODE COMPLIANCE
It is the responsibility of the project design professional and builder to comply with local fire code regulations
including consideration of, but not limited to, building use and occupancy all building construction materials,
separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any
special requirements to be furnished by VP
SSR roof fire tested to ASTM E108 -93 -Class A rating.
VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2).
VP SSR steel roof systems are available for FM Class 1 fire rating.
UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516.
FIELD MODIFICATIONS
Modifications to this building from details and instructions contained on these drawings must be approved in
writing by VP Building engineers, or other licensed structural engineer. This includes, but is not limited to,
removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for
doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this
structure beyond what is specified for this building in the contract documents. VP Buildings, Inc accepts no
responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure.
Per VP Builder Memo #BM-001, if the builder intends to invoice VP Buildings for modifications in excess of
$1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings
prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation
within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will
not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling,
chipping cutting and minor welding are considered by Code of Standard Practice to be part of erection are
not subject to claim reimbursement.
CONCRETE/MASONRY /CONVENTIONAL STUD WALLS
The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to
VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base
details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to
be provided by contractor
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that
include induced stresses in the raw material delivered to VP fabrication methods, installation procedures, and
post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when
insulation is installed between panels and secondary supports. Dimpling can be minimized by careful
installation, taking care not to over drive fasteners
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing
back into place. All panels experience this action to some degree, especially with concealed dip panels such
as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket insulation between
the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel
decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary
members, or 2 inch over substrates.
Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels
and is not grounds for rejection of panels.
The SSR/SLR joint detail is designed with an interlocking feature for ease of installation. However it is
imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed
prior to departure from the job site each day.
SKYLIGHTS
VP's Tuflites and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft. area, as
well as uniform gravity and uplift load test Local building departments may require added fall restraint due
to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to
determine and provide any added fall restraint under the skylight as may be required by your building
department.
RAIN WATER RUNOFF
Drainage systems must be designed by the project professional to comply with code requirements. VP is
not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and
contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary
drains are provided as required for the required rain intensity at the building perimeter and at valley conditions
to prevent ponding.
STEEL SHOP COAT
The purpose of VP's shop coat is to provide protection for the steel members during transportation, during
temporary job site storage and during erection. Standard shop formulation is not designed to perform as a
finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly
drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied
over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop
coat See VP Builder Memo #BM-001 #BM-002.
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
THIS DRAWING. INCLUDING THE INFORMATION HEREON
REMAIN HE ROPERT'OF VP NGS.
pis OVIDED SOL CTIN
DESCR BED I THE APPLICABLE PUR RASE
HALL NOT MOD FIED REPRODUC D OR US
V OTHER RPOSE WITNOU PRIOR WRITTE
VAL
HE GENERAL TRACT AND/OR
RESPON LE ACC ATE. GOOD
ER CON NIS BU 101
DRAWING. DETAILS REF EN
AL AP LICABLE VP R TION
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VALRYNJORKMA
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VP BUILDINGS CERTIFICATIONS
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CSA -A660
CWB
Los
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Houston,
TX
Riverside,
CA
Clark Co.
NV
San
Bernardino
Co, CA
MPORARY
Atacama
MB Cert.
FA -377
REV
PLANT SPECIFIC CERTIFICATIONS
California
MB Cert.
I FA -240
VPBULO
I Div 1
Div 1
Type 1 Fab
#SP02 -0028
Fab ID# 241
Fab ID# 121
11/10/2005
NTS
Missouri I No. Carolina
MB Cert.
FA -388
1
1
I I
I I
I I
MB Cert.
FA -376
Wisconsin
MB Cert.
FA -378
VPBUIO
Div 1
Div. 1
ICC Evaluation Reports
SSR Roof System #ER -5621
Panel Rib Roof and Wall #ER-4879
Vee Rib Wall #ER -4879
State of Florida Product Approval (Listed as VP Buildings)
Dade Co. Product Certification
SSR Roof NOA#03-0206.13; Panel Rib Roof NOA#02 -0123.08; Panel Rib Wall NOA#02-04187.01;
Vee Rib Wall NOA#01- 1128.05
Underwriter's Laboratory Approvals
SSR Roof- UL#TGKX -113; SSR Composite Roof Class 90- UL#TGKX -113A; SSR Roof w /Super Block
Class 90- UL#TGKX -328;
Panel Rib Roof UL Class 60- UL#TGKX -60; Panel Rib Roof UL Class 90- UL#TGKX -64;
VP SLR/AEP SL Roof Class 90- UL#TGKX-60
Factory Mutual Approved Assemblies
SSR Roof Systems are approved in various type applications and listed in FM Approval Guide.
24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1 -75, 1 -90. 22Ga SSR (0.0277"
Nominal), is available in Class 1 -75, 1 -90- 1 -120.
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
Mexico
NBVP Not by VP
Interior Stud wall NBVP Assumed NBVP Stud wall total weight is 10 psf Actual wall weight
should not exceed assumed weight.
Design and /or erection requirements for the connection of the stud wall (NBVP) to VP support
members have not been provided by VP buildings The requirements for these connections
should be determined by a licensed professional engineer with knowledge of the metal building
system.
Stud wall (NBVP) must provide horizontal support of VP wall panel at 1 -0" o c. maximum
spacing. Fastening must be typical to detail WCO4A1
Erection Notes
MB Cert.
Approved
DE ■PTIO 'BUILDER CHG Building Systems, Inc.
/CUSTOMER ET Environmental
'LOCATION Port Angeles, Washington
!PROJECT Port Angeles Transfer Station
'BUILDERS POF 15226
16:32:24 FILENAME CA0501695-01OE1 vpc
W ILDINGS
UCEN
VPC VER 5.3b
JOBS
CA0501695-01
DATE
11 /11/2005
DRAWNIC NECK
LG MO
PAGE 2
I
4 2' -9"
3 9"
2 2' -0"
1 3' -4 1/4"
Dimension Key
0
C
to
N
I
1 CONCRETE, GROUT ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE
TO BE FURNISHED BY OTHERS
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION
PER AISC SPECIFICATIONS (FY 36 KSI). ANCHOR BOLT LENGTH, EFFECTS
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS.
3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE
ACCURATELY PI ACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT
I D 6
1D6
?4' -0"
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
D2
�D3
16' -0"
`r Y
D5
THE GENERAL C
R£SPON
ERECTIN
RAWI G. DETAILS
LL APPLICABLE VP
50' -4"
Finished Floor Elevation JUnless Noted Otherwise)
THIS DRAWING INCLUDING THE INFORMATION HEREON
MAIN RTVO VP BULDI
IT IS OVIDED S LEL CON
D THE APPLIC EPUR HARE 0 AND
SN T BE ODIFIED RO UC D OR US
ANY PURPOSE WIT UT RIOR WRITTE
APPR VP El NGS.
ND/0 IS
ACC GOOD UALITY WORKMANS
CE WITH HIS
ENCED AWI
DON GU
ERTAIN
EOF MPOR
24' -4"
t
D6
D6
f
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IR VI
I
I I
I I
DA
11/10/2005
NTS
e
Cr)
ESCRIPTIO
c
0
M
C!
C
w
m
TI
16:32:25
C
0
O
PERMIT SET- For Building Dept. Approval
ANCHOR BOLT PLAN
BUILDER
CHG Building Systems, Inc.
CUSTOMER ET Environmental
1 I LOCAT1ON Port Angeles, Washington
IPROIECT Port Angeles Transfer Station
IB ILDERB POi 15226
FILENAME' copyCA0501695- 010E1.vpc
VPC
VP BUILDINGS
VARCOPRIAFJI
5.3b
OHB
CA0501695-01
DATE
11/11/2005
DRAWN/CHECK
LG MO
PAGE 3
E
E
E
E
1' 0'
305mm
1 -0
305mm
EE
E
4-
E
2 1/2' I, 2 1/2'
64mm 1 1 64mm
F
D1 (4)1" Dia A36 A Bolts
Plate W =9" L =1 —1"
Elevation =100 —6"
2 1/2' (21/2'
64mm 1 1 64mm
F
D6 (4)1" Dia A36 A.Bolts
Plate W =9" L =1 —1"
Elevation =100 —6"
t.
1 CONCRETE, GROUT ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE
TO BE FURNISHED BY OTHERS
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION
PER AISC SPECIFICATIONS (FY 36 KSI). ANCHOR BOLT LENGTH, EFFECTS
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS.
3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE
ACCI IRATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT
E
o E
D2 (4)1" Dia A36 A.Bolts
Plate W =11" L =1 —1"
Elevation =100 —6"
x
I—
z
W
J
0
m
F-
O
z
V
1' -0'
305mm
4-
E
2 1/2' I. I. [2 1/2'
64mm 1 1 1 64mm
F
2 1/2' (64mm)
PROJECTION (U O.N.)
TYPICAL ANCHOR
BOLT PROJECTION
M BOTTOM OF COLUMN
e BASE PLATE ELEV
THE VP ENGINEER 5 SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER 5 SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
11'
279mm
4 4
3' f I 31/2'
76mm 89mm
D3 (4)1" Dia A36 A Bolts
Plate W =9" L =11"
Elevation =100 —6"
J
I_
1 1/4' I OPENING WIDTH
32mm
SPON
N E
S
1/2' (13mm) DIAMETER
CONCRETE ANCHORS
(NOT BY VP)
NOTE. 1' (25mm) PROJECTION ABOVE
BOTTOM OF JAMB CLIP
1 1/4'
32mm
FRAMED OPENING DETAIL
Finished Floor Elevation 100' -0' (Unless Noted Otherwise)
THIS DRAWING INCLUDING THE NFORMAT ON HEREO
REMAIN RTYO BU LDI
ESCR BED THE APPLIC
SH NOT BE OD PIED
ANY OTHE PURPOSE WIT
APPR VP
RAL CONTRACT AND/
TE. GOOD
8111
D AWING. DETAILS
ALL APPLICABLE VP E
AND TAND
TION THE
RACI
0' E
CJ
W
TAN
LDIN
HASE DER AND
D ORO ED
0. WRITTE
ISO
LITYWORKMA
MANCE WIT
AWI
D4 (4)1" Dia A36 A Bolts
Plate W =9" L =1 —1"
Elevation =100 —6"
SE F TEMPORARY
o E
o
2 1/2'
BL
VARIES
R EV(
I
I I
1
E
4
I. I.
64mm 1 1 164mm
r.•
F
121/2'
STD 1/2' (13mm)
FLUSH 0' (0mm)
TYPICAL COLUMN
BASE PLATE DETAIL
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
I BY I
I I
NTS
11/10/2005
DATE
BOTTOM OF
COLUMN
BASE PLAT
ESCRIPTIO
16:32:27
21/2' I I 1 21/2'
64mm 1 1 164mm
D5 (4)1" Dia A36 A Bolts
Plate W =11" L =1 —1"
Elevation =100 —6"
kXPIRES 12 23 v7l
F
Port Angeles Transfer Station
�OSTOMER Environmental
ILOCATI0N Port Angeles, Washington
r 'BUILDER'S PC* 15226
FILENAME copyCA0501695- 01OE1.vpc
PERMIT SET For Building Dept Approval
ANCHOR BOLT PLAN DETAILS
BUILDER
CHG Building Systems, Inc.
VP BUILDINGS
VARCOPRUDEN
VPC VERSIO 5.3b
I CA0501695-01
DA 11 /11/2005
DRAWN/CHECK
LG MO
PAGE4
4 2' =9"
3 9"
1 3' -4 1/4"
Dimension Key
0
1. CONCRETE, GROUT ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE
TO BE FURNISHED BY OTHERS
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION
PER AISC SPECIFICATIONS (FY 36 KSI). ANCHOR BOLT LENGTH, EFFECTS
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS.
3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE
ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEE( WI I NnT P r
e
0
l
0
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
50' -4"
Full Height Studwall (NBVP)
Full Height S :udwall (NBVP)
Total assumed weight 10 psf
18'-0"
I
Finished Floor Elevation 100'-0' JUnless Noted Otherwise)
THIS DRAWING. INCLUDING THE INFORMATION HEREON
MAIN PROPERTY VPB
LS OVID FOR ERECTIN ILD
THE APPLI ABLE HASE ROE
SHALL NO MOD FIED RODUC D OR USED
ANY OTHE RPOSE WIT T PRIOR WRITTEN
APPR VAL OF VPB NOS
THE NERALC ANDIO IS SOL
SPON I R ACC GOOD QUALITY WORKMANS
CTIN BUI 0 F MANCE WITH HIS
AWING. DETAILS RE REN ED IN HIS DRAWIN
AP LICA EVP ER CTION UIDE
AND STRY TANDARDS PERTAIN PRO
C110 INC THE R SE TEMPORARY
63
4.130
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
�R VI
I I
I BY I
I I
I I
NTS
11/10/2005
DE IPTION
16:39:23
!EXPIRES 12 23-
v
Full Height Studwall (NBVP)
'BUILDER CHG Building Systems, Inc.
ICUSTOMERET Environmental
II ILOCpT 1 ON Port Angeles, Washington
rOJECT Port Angeles Transfer Station
(BUILDERS POP 15226
FILENAME CA0501695-010E1.vpc
VPC VERSI
VP BUILDINGS
VARCOPRUDBI
5.3b
CA0501695-01
DATE 11/11/2005
I DRAWN/CHECK
LG MO
PAGE /L• 1
0
1 -I 1' -0"
Dimension- Key
0
0
N
0
0
n
CV
.-I
1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
CX007
T3' -O"
'_O"
THE VP ENGINEER 5 SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
C3)
CX002
I �2 j00.
EPX002
x I'EPX001
4 300/
o
03R A 2 51 1
CX001
:ISCB24027I'
15'_0"
4
CX004
50' -4"
VP Ref: Shaoe Name MRWF Building, Shape Recievina Canopy
THIS DRAWING. INCLUDING THE INFORMATION HEREON
MAIN PROPERTY OF VP
IS PROVIDED FOR CON HE
THE APPLICABL HASE OR ER AND
SHALL MODE ED. REPRODUC D OR USED
ANY URPOSEWITHO TPRIOR WRITTEN
ROVAL OF VP B
RAL CO OR IS
RESPON F R ACC GOOD UALITYWORKMANS
ER CTIN HIS BU CO E WITH HIS
DRAW] G. DETAILS R ED N T AWN
LL AP LICABLE VP ER U DES
AND STRY TAND TAIN TO
NECTAR G THE CORREC EMPORARY
BRAC
CX003 CX005 EXPIRES 12 23- o c
REV
I
I
TE
23 -4"
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
I
I I
I
I
NTS
11/10/2005
ESCRIPUO
16:32:28
C9
I
1'
CX006
SD
0
a IGX002
U)
x 'sGX001
a
PRIMARY AND ROOF BRACING PLAN
IBURDER
CHG Building Systems, Inc.
1CUSTOMERET Environmental
LOCATION Port Angeles, Washington
PROJECT Port Angeles Transfer Station
!BUILDERS POI 15226
FILENAME CA0501695-01 OE1.vpc
VPC VER
5.3b
CA0501695-01
DATE 1/11/2005
I DRAWN/CHECK
LG MO
PAGE
Frame Member Schedule
Part
CX001
RBX001
RBX002
Mem Width Thick Webthk Depthl Depth2 Approx Lgth
1 5" 1875 1644 1 -0" 1' -0 15 -11 1/8"
2 5" 2500 1345 1' -0" 1' -0" 23 -4 7/16"
3 5" 2500 1345 1' -0" 1 -0"
4 5" 3125 1345 1 -0" 1 -0" 23 -5 3/8"
5 5" 3125 1644 1 -0" 1 -0"
CX002 6 10" 6250 1875 1 -0" 1 -0" 15' -11 1/8"
EPX001 7 6" 2500 1345 10" 10" 15' -11 3/8"
EPX002 8 6" 2500 1345 10" 10" 15' -6 3/8"
10 19' -1"
9 2 2' -6"
8 3 3/8"
Y -7 2 2' -7 1/2"
?6= 1' -6 11/16"
5 2' -11 15/167%
4 1' -6 13/16
3 3' -5 1/4
2 4' -0"
1 8 1/2"
Dimension Key
C
O
N
0
U,
[N]
1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
n
IA)
FB2060L'
F
h
DC
0
0
100' -6"
RBX00
"5 -1 1/16" 1 000 1'
-4 4 -6
V
0
0
N
W
8- 1 /2 "Cee(12g)
(Typ C)
O
O
w "(2)FB2054
100 -6"
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
0A325 Bolt Connection Plate Schedule
Id Qty Bolt
Dia
A 8 3/4"
B 6 3/4"
C 4 1/2"
Bolt
Length
2 3/4"
2 1/2"
1 1/2
Plate
Thick
3/4"
5/8"
3/8"
RBXOO2
Rows
Out
2
1
1
Rows
In
2
2
1
13' -8 1/2" 17' 7"
50' -0"
FRAME CROSS SECTION AT FRAME LINE(S) 3
C
VP Ref: Shane Name JIRWF Building Wall 4, Frame 1
THIS DRAWING INCLUDING THE INFORMATION HEREON
EMON ROPERTY OF VP LDI
IT IS OVID SOLEL FOR CTIN HE NG
E APP C BLE HAZE
HALL NO MOD IED REP ODU DO US
Y OTHE RPOSEWITHO PRI WRITTEN
ROV FVPBUI
Tension Washer
Bolt
Yes Yes
Yes Yes
25'-1 1/16" 1 000 1?
4 4 -6"
HE GEN RAL CON TOR AND/OR SOLELY
SPUN FOR ATE, GOOD0 LITY WORKMA
ER CTIN THI BUILD F CE WITH HIS
D AWIN DETAILS REF EN N T AWI
ALL APP CABLE VP ERECTION DES
AND STRY STAND RDS TON TO ROP
RECTION THE CTU F TEMPORARY
N
0
0
X
'(2)FB2054
N
O
0
U
100' -6" 100 -6"
8' -8 1/2"
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REVI
I
I
I I
NTS
11/10/2005
TE
Frame Clearances
Horiz Clearance between members 1(CX001) and 6(CX002) 46' -7"
Vert Clearance at member 1(CX001) 15 -5 1/8
Vert Clearance at member 6(CX002) 15' -5 1/8"
Vert Clearance at member 7(EPX001) 16' -5 1/8"
Vert Clearance at member 8(EPX002) 16' -0 1/8"
Finished Floor Elevation 100' -0" (Unless Noted Otherwise)
pi
ESCRIPDO
16:32:29
75-Z
6 31
(PROJECT Port Angeles Transfer Station
BUILDERS PC/ 15226
FILENAME CA0501695- 01OE1.Vpc
FRAME CROSS SECTION AT FRAME LINES) 3
BURGER
CHG Building Systems, Inc.
II ICUHTOMERET Environmental
I LOCAT1ON Port Angeles, Washington
WC HER 5.3b
CA0501695-01
DA 11111/2005
DRAWN/CHECK
LG MO
PAGE
()Frame Member Schedule
Part Mem Width Thick Webthk Depthl Depth2 Approx Lgth
CX003 1 6" 3125 1644 1 -0" 2 -9" 13 -9 13/16"
RBX003 2 5" 3750 1345 2 -3" 1 -3" 25 -0 3/4"
3 5" 3125 1345 1 -3" 1 -8"
RBX004 4 5" 3125 1345 1 -8" 1' -7" 22' -3 13/16"
5 5" 3750 1644 1 -7" 2' -5"
CX004 6 10" 6250 1875 1 -0" 2' -3" 16 -0 1/8"
10 19' -1"
9 4 '2 4 '4' 2' 6,
8 3 3/8
7: 2 e_2,!.
5- 1. 7:11�15/ 16"
4' 1'- 6113/16
3=' -Sc 3' 1/4"
2 4' -0"
1 8 1/2"
Dimension Rey
e
O
N
e
0
N
END
1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
(2)FB4030
FB3010 r
N
N
v
M
0
U
100 -6"
.25 -1 1 /16" 1 000 12
9 4 -6"
oti
O
M
N
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
CDA32 5
Id Qty
A 16
B 8
C 16
Bolt Connection Plate Schedule
Bolt Bolt Plate Rows
Dia Length Thick Out
3/4" 2 1/2" 5/8 4
3/4" 2 1/4" 1/2" 1
3/4" 3" 7/8 4
•50' -0"
V
N
RBX004
Rows
In
4
3
4
FRAME CROSS SECTION AT FRAME LINE(S) 4
VP Ref: Shane Name MRWF Building Wall 4. Frame 2
THIS DRAWING. INCLUDING THE INFORMATION HEREON
REMAIN HE PERTY OF VP BU
IT IS OVID OLEL REC
HE APPLIC HASH OR
SH LL OOIFIED ODU O OR US FO
ANY OT RPOSE WIT PRI WRITTE
APPR VAL OF VP BUILDI
THEG RALC TRAC AND/OR 0 IS SOL
RESPON ACC ATE. GOOD UALITY WORKMANS
ER CTIN THIS MANCE WIT THIS
AWI DETAILS CEO NTH( AWN
LAPP CABLE VP G S
ND TIWDARDS TAM PRO
E GTHE REC FTEMPOR
BRA NG
Tension Washer
Bolt
Yes Yes
Yes Yes
Yes Yes
15 -1 1/16" 1 000 12
1 4 -6"
VP Buildings. Inc.
3200 Players Club Circle Memphis TN 38125
R VI
11M0/2005
Frame Clearances
Horiz Clearance between members 1(CX003) and 6(CX004) 43 -7
Vert Clearance at member 1(CX003) 14' -3 13/16"
Vert Clearance at member 6(CX004) 14' -1 5/16"
Finished Floor Elevation 100' -0" (Unless Noted Otherwise)
0
M
O
CR)
CO
N
a
NTS
fri
N
N
a
.100' -6"
DES IPSO
(2)FB3030
(BUILDERS PO/ 15226
(BUILDER CHG Building Systems, Inc.
'CUSTOMER ET Environmental
(LOCATION Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
16:32:31 FILENAME CA0501695-010E1.vpc
FRAME CROSS SECTION AT FRAME LINE(S) 4
VP BUILDINGS
v<ACJPRIIDBI
VPC VER 5.3b
CA0501695
DAM 11/11/2005
DRAWWCHECK
LG MO
PAGE 7
Frame Member Schedule
Part
CX005
RBX005
RBX006
Mem Width Thick Webthk Depthl Depth2 Approx Lgth
1 6" 2500 1345 1' -0" 2' -3 14' -1 3/8"
2 5" 2500 1345 1 -11" 1 -0" 25 -0 3/4"
3 5" 2500 1345 1 -0 1' -1"
4 5" 2500 1345 1 -1" 1 -2" 25 -2 7/16"
5 5" 2500 1345 1 -2" 1' -11"
CX006 6 6" 3125 1345 1 -0" 1' -11" 14' -1"
EGX001 7 5" 0590 28 0590 8 1/2" 8 1/2" 2' -3 3/16"
EGX002 8 5" 0590 2@ 0590 8 1/2" 8 1/2" 2 -1 11/16"
e
0
N
rNn
•3'A =33/8
l�dc i 2'-7
11/16"
2- 1'''s2' -11 15/16"
1 8 1/2"
Dimension Key
1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
J
U,
0
0
0
100' -6"
V
O
r-1
N
?5 -1 1/1
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
1 000 12
e 4 -6"
er
0
N
0A325 Bolt Connection Plate Schedule
Id Qty Bolt Bolt Plate Rows Rows Tension Washer
Dia Length Thick Out In Bolt
A 12 3/4" 2 1/4" 1/2" 3 3 Yes Yes
B 6 3/4" 2 1/4" 1/2" 1 2 Yes Yes
C 12 3/4" 2 1/2" 5/8" 3 3 Yes Yes
D 2 3/4" 1 3/4"
0
N
0
N
as
W
0
N
0
N
CD
W
13'-6" I 13 -0"
1 1
50' -0"
FRAME CROSS SECTION AT FRAME LINE(S) 5
VP Ref: Shaoe Name MRWF Buildino Wall 4. Frame 3
15 -1 1/16" 1 000 12
1 4 -6"
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAIN NTT OF VP LDI
IS OVID SOL ER CON THE BU LDI
ESCR BED THE APPLICABLE FUR HAZE RDER AND
SHALL NOT BE OD FIED. RE D O USED
ANY OTHER PURPOSE WITHO WRITTEN
APP VAL F VP LDI
ERAL CONTRACT AND/OR EREC IS SOLELY
SPON LE OR ACC ATE. GOOD QUALITY WORIOAA
BU N CE WITH THIS
DRAWING. DETAILS CEO NT DRAW!
ALL APPLICABLE VP E G DES
AND STAY STANDARD TAN PROPER
TION GTHE ECT OF EMPORARY
RACI
RBX006
0
0
N
W
9z.
S 30 r tae E
REVI
I I
13' -6"
Frame Clearances
Horiz Clearance between members 1
Vert Clearance at member 1(CX005)
Vert Clearance at member 6(CX006)
Finished Floor Elevation 100 -0"
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
INYI
I I
I I
I I
NTS
11/10/2005
0
-4
0
M
W
I
FB3010
k
0
0
100' -6"
DESCRIPTION
(CX005) and 6(CX006) 44 -5"
14 -7 3/8"
14 -7"
(Unless Noted Otherwise)
FRAME CROSS SECTION AT FRAME LINES) 5
BURDER
CHG Building Systems, Inc.
IDUSTOMER ET Environmental
IL°` "T1ON Port Angeles, Washington
rwECT Port Angeles Transfer Station
!BUILDERS P0* 15226
16:32:33 FILENAME: CA0501695-01OE1.vpc
BUILDINGS
VMWPRtAe!
VPC VERSION 5.3b
CA0501695-01
DATE
DRAWN/CHECK
LG MO
PAGE 6
Frame Member Schedule
Part Mem Width Thick
CX007 1 5"
RBX007 2 5"
RBX008 3 5"
CX007 4 5"
T `18' -3"
6. 3. 3/8"
.52 2.;
4 3
3 P-6-11/16";
2 2' -11 15/16"
1 8 1/2"
Dimension Key
2500
1875
1875
2500
Webthk Depthl
1345 1 -0"
1345 1' -0"
1345 1 -0
1345 1' -0"
1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Depth2
1 -0"
1 -0"
1' -0"
1'-0"
Approx Lgth
14 -11 1/8"
15' -1 3/16"
15 -1 3/16"
14 -11 1/8"
0
L0
O
N
w
mo'"
FB2064H
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER 5 SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
N
0
0
U
15 -0
100' -6"
QA325 Bolt Connection Plate Schedule
Id Qty Bolt Bolt Plate Rows Rows
Dia Length Thick Out In
A 8 3/4" 2 1/2" 5/8" 2 2
B 4 3/4" 2 1/4" 1/2" 1 1
5/8"
RBXO01
1 000
,41
12
C
0
O
N
l+N
o
30' -0"
V
LD
0
N
R1
15 -0 5/8"
RBX008
FRAME CROSS SECTION AT FRAME LINE(S) 1
VP Ref Name Recieving_Canopy Wall 4, Frame 1
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAIN RTY OF VP
it IS P OVIDED SOL FOR ER CTIN BU
ESCR THE APPLICABLE CHASE ROER AND
HALL NO BE O0IFIE0, REPROOUC DO USED
T ONE PURPOSE T PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE NERAL CONTR TOR AND/OR ER EC IS SOL
SPONSIBLE URAT GOOD QUALITY WOHOMA
DYING NFOR EWITH
DRAWING. DETAILS BEN THIS AWIN
ALL APPLICABLE VP 'ION S
AND STRY TANDAROS PERTAIN TO PROPER
TION UDING THE COR SE TEMPORARY
RAC(
Tension Washer
Bolt
Yes Yes
Yes Yes
1 000 12
.r.
0
0
X
100' -6"
F51
I REVI
FB2064
3200 Players Club Circle Memphis TN 38125
TR
11/10/2005
VP Buildings, Inc.
I BY I
I I
I I
I I
Frame Clearances
Horiz Clearance between members 1(CX007) and 4(CX007) 26' -7
Vert Clearance at member 1(CX007) 15 -5 1/8"
Vert Clearance at member 4(CX007) 15' -5 1/8"
Finished Floor Elevation 100' -0" (Unless Noted Otherwise)
NTS
ESCRIPTIO
r
1 IicPiiREs 12 23
FRAME CROSS SECTION AT FRAME LINE(S) I
BUILDER CHG Building Systems; Ina':
CUSTOMER ET Environmental
1 Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
BUILDERS POf 15226
16:32:35 FILENAME: CA0501695-01OE1.VPC
VPC VERSION 5.3b
ORB
CA0501695-01
OATS
11/11/2005
DRAWNA:NECU
LG MO
PAGES
()Part Mark Key
1 SBR08
SSR Fixed Clip Location
O
C
C
4
1
2 0'-9,1
1 1' -0"
Dimension' Key
02T2402415
02T2311615
02T2311614
1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR
PURLIN LAP PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE
BRACE TO PURLIN CONNECTIONS. L.
2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE
ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR
TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF
ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
02T2311613(Typ
02T2311613(Typ
02T2311614
i a
02T2311615
02T2402415
23' -0"
24 -0"
0
0
7z -1
JD 37
d
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
02T2602414 (I"
367300101°
36T3001012
36T3001012
,36T3001012
36T3001013(Typ
36T3001013(Typ
36T
36T3001011
36T3001012
02T2602414
15 -0"
Q Sag Angle Schedule
Id Qty Mark No
1 8 SA4077(X -ing)
2 32 SA2096(X -ing)
3 16 SA3022(X -ing)
4 16 SA2036(X -ing)
See SED BRO9A5 for installation of
3673001011
r
r
50 -4"
VP Ref: Shane Name MRWF Building, Shape Recievina Canopy
THIS DRAWING NCLUDING (HE INFORMATION HEREON
MAIN PERTY OF VP LDI GS.
T LS PROVID LEL OR ER G THE B
DES THEAPPLICA RASE ORD RAND
HALL NOT BE OD ED. RE DO U
Y OTHER PURPOSE WITHO R WRITTE
APPROVAL
E GENER RACTO ERECTOR SSOLEL
SPUN IBL ACCURATE. GOOD QUALITY WORKMA
CON L E WITH
AWI G. TAILS REF EN DRAW'
APPLICA E VP R TION
IND DARDS
COR EOF MPOR
RACI
Spacing
4' -6"
2 -7 1/2"
3 -0"
2 -1 1/4"
X -ing
02T2406414
34T2705015
34T2705014
34T2705012(Typ
34T2705012(Typ
3472705014
°472705014
2472705015
02T2406414-
?3I -4"
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
I I
I I
I I
NTS
11/10/2005
IPTIO
16:32:36
c
0
0
BUILDER
CHG Building Systems, Inc.
'CUSTOMER ET Environmental
LOCATION Port Angeles, Washington
'PROJECT Port Angeles Transfer Station
'BUILDERS POW 15226
FILENAME copyCA0501695- 010E1.vpc
IONALtir
EVIRES 12.237. e a
ROOF SECONDARY PLAN
VPC VER
5.3b
VP BUILDINGS
vaRcoPRUCHI
CA0501695-01
DATE
11/11/2005
DRAWN/CH ECK
LG MO
PAGE .1 O
°Part Mark Key
1 JBC1
2 001J0701617
3 DH0500017
4 002J0701617
5 DHCO303617
6 005J0706617
7 DH0800017
8 DH0206017
9 01G0601617(Flip)
10 01G0709617(Flip)
SBX 5" x 1/4" x 1875 x 8 -1/2"
7 ,,.4' -0 3/4"
6' 1' -0"
5 3'-0"
C
O
1
N
rl
2zld 32'' =0 "``z
1 3' -1 3/4"
Dimension Key
ED'
C
0
01G0808017 (Flip)
001G1008417(Flip)
5' -0"
8' -8 1/2"
Non -Std Secondary
Part
001G1008417
001G1008417(Flip)
8_
1. UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
Part Schedule
Thick Depth Lap
0 0590 8 1/2"
0 0590 8 1/2"
C
FO1
7' 9 1/2"
Er]
01G121024-6(Flip) 5'
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
C�J
SBX
I, el I.
?7' -7"
II
()Framed Opening Locations
Id Width Height Sill Ht
FO1 2 -6" 2' -0" 11 -6"
a
8' -0" 6' -5 1/4"
50 -0"
SECONDARY ELEVATION AT 2
VP Ref: Shane Name MRWF Building, Wall 1
THIS DRAWING INCLUDING THE INFORMATION HEREON
MAIN ROPERTY OF VP B
IT IS PROVID FOR CON LDI
ESCR BED THE APPLIC PURCHASE AND
SHALL NOT OD ED. REP C D OR US OR
ANY OTHER RPOSE WITHO ION WRITTE
AP LOF VPBUI NGS.
TB NERAL CONTRA ND/0 ER IS SOLEL
RESPON LE F R ACC RAT GOOD UALITY WORKMA
CON au L NUANCE WITH
DRAWING. DETAILS REF EN THI AWIN
ALL APPLICABLE VP ERECTION B
TANDARDS 'MINI PRO
E TON THE CTU MPORARY
BR
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV
Frame To Dimen
1 Jamb -L 2 -3 1/2"
11/10/2005
NTS
01G1308017(Flip)
01G1308016(Flip)
13' -8 1/2"
IPT10
16:32:37
BUILDER
CHG Building Systems, Inc.
rUSTOMERET Environmental
LLOCATION Port Angeles, Washington
IPRwEDT Port Angeles Transfer Station
!BUILDERS POE 15226
FILENAME: CA0501695-01OE1.vpc
SECONDARY ELEVATION AT 2
1 SXPJRES 12 23- Oe"
BUILDINGS I
VPC HERS 5,313
CA0501695-01
DATE 11/11/2005
DRAWN/CHECK
LG MO
PAGE 11
QPart Mark Key
1 JBC1
2 002J0701617
3 DHCO303617
4 001J0701617
5 006J0208417
6 DH0306117
7 DH0500017
8 DHC0601 15
I:
In
N
P
11 3' -0"
10 7 3/4"
9 1' -4 1/4"
8 3' -6 1 /8"
70 8,, 15/16
62 -9' a
3 X
2 1' -6 13/16"
1
1' 0"
fl Dimension Key
-:r
Wall 2 Opening
1. UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
?0' -2 3/4
02C2403417
'3' -4"
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
J
1
-50 -4"
SECONDARY ELEVATION AT A
02C251141f
02G3203416(Flip)
02G3203412(Flip)
02G3203411(Nest)(F1iD)
v 02C3203411
6' -2 1/4"
VP Ref: Shaoe Name MRWF Building, Wall 2
THIS DRAWING INCLUDING THE INFO
MAINS THE OPERTY OF VP L
IT IS PROMO SOL ER CTI BULdNB
ESCR THE APPLICABLE PUR..
SHAL OD ED REPRODUCED OR US
ANY 0 RPOSE WITHOUT PRIOR WRITTEN
APPR VAL OF VP BU PIGS
THE RALC RACT
SPON OR ACC
CTINGTNI 8111 0
AWI G. DETAILS REN
L APPLICABLE VP CTIO
AIRY CARD PERTAIN
THE REC
DIOR REC B
GOOD UALITYWORKMA
MANOE WITH HM
DRAWING.
PROPER
TEMPOR
DATE
^PBX001
7' -0"
?5' -0"
11/10/2005
Buildings, Inc.
Cirde Memphis TN 38125
BY
I I
I I
NITS
Bracing Member Schedule
Part Description
PPBX001 3P 8" x 1/2" flg 3/16 x 8" web
02KBD06053 2L 3 0 x 3 0 x 0 3125 0 375
0A325 Bolt Schedule
Id Qty Bolt Diam Bolt Length Washer
1 4 3/4" 2 1/4"
2 2 3/4" 2"
U
BUILDER
CHG Building Systems, Inc.
ICUSTOMER� Environmental
LOCATION Port Angeles, Washington
IPROUECT Port Angeles Transfer Station
(BUILDERS FOR 15226
16:32:38 FILENAME CA0501695-010E1.vpc
ESCRIPSO
I 1 1.
1
5' -0 3/4"
SECONDARY ELEVATION AT A
VPC VER 5.3b
Design Lgth
25 -0"
7 -0 7/8"
CA0501695-01
DATE
11/11/2005
DRAWN/CHECK
LG MO
PAGE 12
°Part Mark Key
1 GCC072084
2 GFA106
-N-
e
0
N
..'f�
01C1209017
13' -6"
1. UNLESS NOTED, USE 1/2 X 1 1/2 A 325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
II
•0102211416
Wall 3
23' -0"
50 -0"
SECONDARY ELEVATION AT 5
VP Ref: Shane Name MRWF Building, Wall 3
THIS DRAWING INCLUDING THE INFORMATION HEREON
MAIN THE ROPERTY F VP
IS OVIDED ECTIN LDI
DESCR THE APPLICABL U HASE DER AND
SHALL NO BE MOD ED RE ODU D OR US
ANY OTHE PURPOSE WITHO PRI WRITTEN
APPROV
LEL
UALITY WORKMANS
MANCE WITH THIS
AWIN
HE GENERAL TRACT AND/OR
RESPON FOR CCURATE, GOOD
ERECTING THI LDI CON
DRAWING. DETAILS REFE ENCED IN
ALL APPLICABLE VP ERE TON GUIDE
AND STAY TAND RDS PERTAIN PROPER
ER CTION GTHE
SE F TEMPORARY
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV
I
I I
NTS
11/10/2005
ATE
01C1209017
DES PT101/
16:32:39
13' -6"
rt�
SECONDARY ELEVATION AT 5
lBU'LDER CHG Building Systems, Inc.
1CUSTOMER ET Environmental
(LOCATION Port Angeles, Washington
PROJECT Port Angeles Transfer Station
II YBUILDERN PW 15226
FILENAME: CA0501695-010E1.Vpc
VPC VERSION
5.3b
JOB
CA0501695-0l
DATE 1/11/2005
DRAWN/CHECK
LG MO
PAGE 13
°Part Mark Key
1 007J0210217
2 DH0206017
CO3
0
N
1
P
L
7 2' -0"
6 9"
5 2' -11 15/167
4 1' -6 13/16"
3 3' -5 1/4"
2 4' -0"
1 1' -0"
Dimension Key
3
1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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 AUTFIORIZATION IS PROHIBITED.
HSCB24027r
02C251141C
02G3203411(Flip)
02G3203413(Nest)(F1ip)
02C3203413
2
02G3203414 (Nest) (Flip)
02C3203414
?5' -0"
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
50' -4"
SECONDARY ELEVATION AT J
()Framed Opening Locations
Id Width Height Sill Ht
F01 2' -6" 2 -0" 4 -9"
VP Ref: Shaoe Name MRWF Buildina, Wall 4
THIS DRAWING, INCLUDING THE INFORMATION HEREON
MAIN HE ROPERTY OF VP BU
OVIDEOS L RED NG
N USE APPLICABLE PUR HASE 0 AND
NO E 001 IED, RE ODUC D OR U
OTHE PURPOSE WITHO PRIOR WRITTE
VAL OF VP NGS
RAI. NTRACT AND/OR ER S SOLEL
RESPON ACCURATE, GOOD GU LITY WORKMANS
T IS CON R E WITH THIS
AWING, DETAILS R NCED AWING,
AP LICASLE VP ER NGU
NDARDS PERTAIN
REC UDI GTHE TEMPORARY
RD0Ver 3
14 33
KTSoeXI T
�4 33
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV/
Frame To Dimen
1 Jamb -L 11 -0"
ATE
11/10/2005
02C2403417
23 -9"
I I
I I
I I
I I
NTS
RIP/IO
16:32:40
Wall 4
7
!BUILDER CHG Building Systems, Inc. F-
/CUSTOMER ET Environmental
I ILGDATw" Port Angeles, Washington
'PROJECT Port Angeles Transfer Station
!BUILDERS POI 15226
FILENAME: CA0501695-01 OE1.vpc
SECONDARY ELEVATION AT J
VP BUILDINGS
vPC VER 5.3b
CA0501695-01
DATE
11/11/2005
DRAWN/CHECK
LG MO
PAGE 14
O
N
fi
2 -4 1/4"
1 2'-O"
Li Dimension Key
1. UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
?0' -1 3/4"
?5' -0"
THE VP ENGINEER I SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VY
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER—
FORMANCE REQUIREMENTS
SPECIFIED BY VP
F02
FO1 NEXPIRES 12 23- ca'
1
1
8' -0"
50' -0"
()Framed Opening Locations
Id Width Height Sill Ht
FO1 3' -4 17' -2 1/4 "0' -0"
F02 8' -0" 8' -0" 0' -0"
Pp
U
WALL SECONDARY ELEVATION PARTITION MISC 1
VP Ref: Shane Name MRWF Building, Wall =1
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAINS THE OPERTY OF VP
IT IS OVIDED SOL HE BUI
DESCR ED I THE APPLICABLE "ASE 0 DER AND
BE MODIFIED. REP ODU D OR USED FOR
PURPOSE WITHOU PRI R WRITTEN
F VP LOIN
ERAL C TRACT R AND/OR
RESPON ACCURATE. GOOD
DUN BUI
AWING. DETAILS
L APPLICABLE VP
AND STRY TANDARD
ERECTION CLUDI
BRAG
CTO IS SOL
UALITY WORKMA
E WITH THIS
ED NTNI AWI
U DES
RTAIN
OF TEMPORARY
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV1
Frame
BL
BL
?5' -0"
I I
I I
I I
NTS
11/10/2005
TE
To Dimen
Jamb -L 30' -1 3/4"
Jamb -L 20' -1 3/4"
16' -6"
DESCRIPTO
16:32:41
CJ
WALL SECONDARY ELEVATION PARTITION MISC. 1
IBUILDER CHG Building Systems, i
(CUSTOMER ET Environmental
1LOCATON Port Angeles, Washington
1PRO,ECT Port Angeles Transfer Station
1BUI DERS POs 15226
FILENAME CAO501695-01 OE1.vpc
BUILDINGS
vARCOPRUDBi
VPC VERS 5.3b
CA0501695-01
DAM 11/11/2005
DRAWNICHECK
LG MO
PAGE 15
Part Mark Key
1 GCC072084
2 GFA106
C
0
N
1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
01C2806412
Wall 1 canopy
30 -0^
SECONDARY ELEVATION AT 1
VP Ref: Shane Name Recievinp Canopy. Wall =1
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAINS THE OPERTY OF VP NOS.
IT IS ROVID OLEL FOR ERECTING THE LDI
DESCH ED THE APPLICABLE PURCHASE AND
SHALL NOT BE ODIFIED. REPRODUC D OR US
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPR VAL F VP BUILDINGS.
THE RENAL C TRACTOR AND/OR TOR IS SOLEL
SPONSIBL ACCU TE. GOOD UALITYWORKMANS
CTIN BUILD IN RMANCE WITH THIS
DRAWING. DETAILS R RENCED AWIN
ALL APPLICABLE VP ER TION GU
N TANDARDS PERTAIN
ER TION THE COR EOF TEMPORARY
BRACI
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV(
I
I I
I I
I I
NTS
11/10/2005
TE
0
DESCRIPTION
16:32:42
IERES 12 23- ��S
SECONDARY ELEVATION AT 1
(BUILDER CHG Building Systems, Inc.
ICUSTOMER Environmental
II LOCATION Port Angeles, Washington
IPROIECT Port Angeles Transfer Station
!BUILDERS POI 15226
FILENAME CA0501695-01OE1.vpc
VP BUILDINGS
VARCOPMALBI
VPC VERSION 5.3b
CA0501695-01
DATE
11/11/2005
DRAWNICHECK
LG MO
PAGE 16
AH
El
r
2 2' -11 15/16"
1 1' -0"
Dimensionr Key
t
F
1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
0
r
N13
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER 5 SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
02C2311417
Wall 2
?3' -0"
24'-0"
SECONDARY ELEVATION AT B
VP Ref: Shape Name Recieving Canopy, Wall 2
TH B DRAWING. INCLUDING THE INFORMATION HEREON
REMAIN HE PROP RTY OF VP BU
ITS ROVID SOL EREC LDI
ESCR HE APPLICABLE HASH ORDER AND
HALL NO OD FIED, REP C D OR USED FOR
Y OTHE RPOSE WITHO IOR WRITTEN
PROVAL F VP LDI
NERAL C TRACT R ANDIO ERECT IS SOL
SPONS FOR ACLU ATE. GOOD QUALITY WOR KHANS
CTIN F R E WITH THIS
DRAWING. DETAILS EN ED IN AWI
LL APPLICABLE VP TON HIDE
STRY STANDARD PERTAIN T PRO
TON CLU NEC REC SE F TEMPORARY
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV
I BY I
I I
I I
NTS
11/10/2005
DATE
IPTIO
16:32:43
(PROJECT Port Angeles Transfer Station
'BUILDER'SPOH 15226
FILENMIE CA0501695-01OE1.vpc
SECONDARY ELEVATION AT B
BUILDER
I CHG Building Systems, Inc.
(CUSTOMER ET Environmental
LOCATION
Port Angeles, Washington
OB
CAO501695
DATE 11/11/2005
VP BUILDINGS DRAWN CHECK
YARCOPRUDBI LG MO
PAGE 17
VPC YER 5.3b
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
30' -0"
SECONDARY ELEVATION AT 2
VP Ref: Shape Name Recievinp Canopy. Wall 3
THIS DRAWING, INCLUDING THE INFORMATION HEREON
MAINS THE PROPERTY 0 VP SRI
PROVIDED SOLEL RECTIN HE
ESCRIBED THE APPLICABLE PURCHASE AND
SHALL NOT BE MOD ED, RE UCED OR US FOR
ANY OTHER PURPOSE WITHO RIOR WRITTEN
APP VAL F VP
NERAL ONTRACTOR AND/OR IS SOLEL
SPON ISLE FOR ACCURATE. GOOD UALITY WORKMANS
CTING THI BUI MANCE WITH THI
D AWING. DETAILS REFERENCED IN HIS AWI
ALL APPLICABLE VP E CTION GUIDE
MID U TRY TAND TAIN
TION GTHE REC TEMPORARY
BRACI
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV' TE
I
I I
I
I I
NTS
11/10/2005
DESCRIPTION
16:32:44
l iExPiREs12 23 -o(
SECONDARY ELEVATION AT 2
IBURDER CHG Building Systems, Inc.
C USTOMER ET Environmental
"LOCATION Port Angeles, Washington
PRQ1ECT Port Angeles Transfer Station
'BUILDERS POS 15226
FRENAME CA0501695-010E1.vpc
VP BUILDINGS
VAACJARIID81
VPC VER 5.3b
CA0501695-01
DATE 11/11/2005
DRAWN/CHECK
LG MO
PAGE 18
2'- 11'15/16
1' -0"
2
1
Dimension Rey_
1. UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT
JAMB AND HEADER CONNECTIONS.
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.
e
0
[ND
P
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
02C2311417
Wall 4 Canopy
�4F -0"
SECONDARY ELEVATION AT G
VP Ref: Shaoe Name Recievina Canopy, Wall 4
THIS DRAWING INCLUDING THE INFORMATION HEREON
REM STHE RTY OF VP
IT IS ROVID SOL YFO RECTA THE LDI
THE APP ABLE P RASE DER AND
SR LL NO BE MOD ED, RE RODUC DO US FOR
ANY OTHE PURPOSE WITHO I PRIOR WRITTEN
APPROVAL OF VP BU
GENERAL C NTRACTOR AND/OR EREC IS LEL
SPONSIBLE FO GOOD UALITY WORKMANS
ETA T HU LOIN A E WITH HIS
AWING, DETAIL REFEREN E AWIN
AP LICABLE VP EREC 10 GU
AND STRY TANDARD PERTAIN PRO
RECTION HE R OF MPORARY
BRACI
REV(
TE
r
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
I BY I
NTS
11/10/2005
16:32:45
l ExPIRES °°12-23- b<
SECONDARY ELEVATION AT G
(PTO (BUILDER CHG Building Systems, Inca
rUSTOMER Environmental
!LOCATION Port Angeles, Washington
!PROJECT Port Angeles Transfer Station
!BUILDER'S POM 15226
FILENAME CA0501695-010E1 vpc
VP BUILDINGS
YAR OPRUCEN
VPC VERSION 5.3b
I�
CA0501695 01
DAM 11/11/2005
DRAWN/CHECK
LG MO
I PAGE 19
Covering Schedule
Id Qty Length
#267 26 24' -9 1/2"
#268 26 24' -9 1/2"
#439 13 14' -9 1/8"
#440 13 14 -9 1/8"
Oper Code 2 =SQ SQ
Finish K =KXL
Color EW= Egyptian White
Type Gage OP Fin
SSR 24 2 K
SSR 24 2 K
SSR 24 2 K
SSR 24 2 K
0
0
f rJ
°.tr ,J;s-
Ice Dam ming--Conditions Exist
a__.. -.a-
The= "SS& this project has been
r` rdetailedf =!UL90 rating Construction #113
(Field Repair Fastener)
(1 bags) #55308 #17 -14x1" S S Roof Fastener
2 1! 0" ;Sti tei Panel (Cut Dim l'-1")
11.1 2 "Staiter Panel (Cut Dim i' -3
Dimension Key
1 PRE DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED
3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
_T4
Color
EW
EW
W
EW
T3
24' -0"
(13) #440—
0
0
(13) #439—
THE VP ENGINEER I SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
Trim
Id
Tl
T2
T3
T4
ROOF COVERING PLAN
Schedule
Parts
SRCF06 (6)SRCF10,SRCM06 (6)SRCM10
PPC1 SRR2
SRCF06 (3)SRCF10 SRCM06 (3)SRCM10
PPC1,SRR2
(26)#260
T1
(26) #267
50 -4"
VP Ref: Shane Name MRWF Building, Shape Recievinq Canopy
THIS DRAWING INCLUDING ME INFORMATION HcREON
MAIN HE RTY OF VP
TIS ROVID SOL ER HEBU
DES THE APPLICABLE PUR HAZE OR AND
HALL NO OD MED. R RODU D OR US
Y OTHE RPOSE WITHO T PRI WRITTEN
PPR VALO VP NGS
HE GENERAL TRAC ND/OR ER IS SOL
SPON LE ACC TE. GOOD QUALITY WORKMANS
RECTIN NISB CON MANCE WITH THIS
AWI DETAILS EN NT AWN
AP CABLE VP E TON DES
TANDARD PERTAIN
CTON UDI THE COR TEMPORARY
BRACT
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REVI
I
I I
I
NITS
11/10/2005
_T1.
-r
Color
Match Roof Color
trician Bronze
ch Roof Color
trician Bronze
BUILDERS POW 15226
16:32:46 FILENAME CA0501695-010E1 vpc
Details
RC34A7 RC34H1 RC34H3 RC34H4
RC34H5,RC34H6
RC34A7,RC34H1,RC34H3 RC34H4
RC34H5,RC34H6
LEXPI,RES 12 23- eY
ROOF COVERING PLAN
BUILDER
I CHG Building Systems, Inc.
CUSTOMER ET Environmental
(LOCATION Port Angeles, Washington
IPRD,ECT Port Angeles Transfer Station
OBS
CA0501695-01
11/11/2005
VP BUILDINGS I DRAWNICHECK
I I LG MO
PAGE 20
VPC VERSION 5.3b
Covering Schedule
Id Qty Type Start
#511 9 PR 16 -8
#512 9 PR 16 -8
Oper Code 1 =SQ,SQ
Finish K =KXL
Color EW= Egyptian White
"n.
T12
rxt, T6 -7' -6"
Length
1/2"
1/2"
Gage OP
24 1
24 1
1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Fin
K
K
Color
EW
EW
16' -6"
r
H
T8
T9
N
OD
(9) #511
Incr
3"
3"
Direction
LtoR From Peak
LtoR From Peak
iEXPIRES 12 23- vim.—
T2-25 —1 1/16"
T5___
T6 -14' -4 1/4"
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
N
I
Trim
Id
Ti
T2
T3
T4
(6)CLA1102R,CLA1080R,
(2)RHS10 TA10
T5 BWA0207 (2)BWT110 (2)
(6)CLA1102L,CLA1080L,
(2)RHS10 TA10
T6 (2 1)BA1 (5)BT10
T7 DF05 JTO5
T8 DF05 HTS03
T9 TDFH03
T10 DF10 JT10
Til DF10 HTS10
T12 BS1 GGC1 MCC1 PRF1
T13 PPC1 SRR2
T14 80625
F 3 -4 1/4 "2 -0" 11-
Schedule
Parts
CT20
(6)RFR10 (3)RKC15 RKC10 (2)RKF20 RKF16 (6)RSB10
(6)RSC10
(2)ICF10
BWA0207 (2)BWT110 (2)NLTB10 (4)CLA1050R,CLA0045R,
(2)RFR10 (2)RHC010 RHM200007
T14
T13
8 -0"
50' -0"
NLTB10 (4)CLA1050L,CLA0045L,
(2)RFR10 (2)RHC010 RHM200007
O
H
T4
VP Ref: Shaoe Name MRWF Building, Wall 1
TN S DRAWING, INCLUDING THE INFORMATION HEREON
EMAIN PRO RTY OF VP B LDI
ROVID LEL
DES THEAPPL RASE O AND
NO OD IED, REP DOR US
OTHE RPOSE WITHO R WRITTE
ROVAL OF VP
HE GEN RAL NTRA AND /OR REC IS
SPON GOOD UALITY WORKMA
ER CE WITH THI
D AWI G, DETA HIS AWIN
ALL AP LICABL
AND NDUSTRY TO PRO
REG UCH COR SE TEMPORARY
T2-25 -1 1/16"
T6 -7' -7 3/4"
a
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
11/14/2005
Color
Match Wall Color
Patrician Bronze
Match Wall Color WC21A1
Match Roof Color RCO3A2 RC15A1 RC52A1 RC80A2 RC80A3 RC80C1 WC52A2 WC53A1
Match Roof Color RCO3A2 RC15A1 RC52A1 RC80A2 RC80A3 RC80C1 WC52A2 WC53A1
Patrician Bronze EN52A1 RCOOA1 WCO1A3 WCO4A1
Patrician Bronze WC24A1
Patrician Bronze WC24A2
Patrician Bronze WC24A4
Patrician Bronze WC24A1
Patrician Bronze WC24A2
Patrician Bronze RC38A1
Patrician Bronze RC34H5 RC34H6
Patrician Bronze RC52A3 RC52A5 RC53A4
(9) #51^
NTS
20' -1 3/4"
ESCR Pno
10:38:51
Details
WC20A1
RC10A1 RC30A1 RS10G1 WC10A1
T6- 12' -6"
T12
COVERING ELEVATION AT 2
BUILDER
CHG Building Systems, Inc.
'CUSTOMER ET Environmental
I LOCAT1ON Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
IRUILDERS POI 15226
FILENAME: copyCA0501695-010E1 vpc
VP BUILDINGS
VARO PRUDEN
VPC VER 5.3c
CA0501695-01
DAT 11/11/2005
DRAWN/CHECK
LG MO
PAGE 21
Covering Schedule
Id Qty
#464 10
#465 1
#466 1
#467 5
#468 1
Oper Code
Finish K =KXL
Color EW= Egyptian White
Type Length
PR 16 -11 7/8"
PR 1 -0 1/2
PR 14' -7 1/8"
PR 2 -11 3/8"
PR 16 -11 3/8"
1 =SQ,SQ
c
0
Gage OP Fin
24 1 K
24 1 K
24 1 K
24 1 K
24 1 K
5
T8
0
M
I
N
#468
1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Color
EW
EW
EW
EW
EW
Wall 2 Opening
18' -0"
Direction
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
(5) #467
THE VP ENGINEER 5 SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
T1
3/ 3 -4 1/4"f--3'-6"
50 -4"
Trim
Id
Ti
T2
T3
T4
T5
T6
T7
T8
Schedule
Parts
(2)EG201 EG121 (5)PCA10A,PCAO5A,(27)STR4
CT20
(1 6)BA1, (4)BT10
DF05 JTO5
DF05 HTS05
TDFH05
DE1 DN1, (2)DS10, (4)DST1
BS1 GGC1,MCC1 PRF1
(8) 4464
6 -2 1/4"
COVERING ELEVATION AT A
VP Ref: Shane Name MRWF Buildino. Wall 2
THIS DRAWING INCLUDING THE INFORMATION HEREON
MAIN HE PERTY 0 NOS
IS PROVIDED LY FOR CTIN HE
DESCR N HE APPUCABL PURCHASE OR RAND
LL NO BE OD FIED. D O USED FOR
Y OTHE PURPOSE WIT R WRITTEN
APPROVAL OF VP B LDINGS.
THE G RAL NTRA ANDIOR EREC IS 50L
RESPON L FOR ACC GOOD QUALITY WORKMA
NGT 151 ANCE WITH
DRAWING. DETAILS FERMI N THIS AWN
ALL APPLICABLE VP RECTION DES.
AND I TAND RDS PE TAN TO PRO
EREC CORREC OF TEMPORARY
BRACT
T3
IREVI
II
II
I
N
H
I I
I I
I I
I I
NTS
11/10/2005
#466
T EI
#465
17' -0 3/4"
T5
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
DESCRIPDO
16:32:53
Color
Patrician Bronze
Match Wall Color
Patrician Bronze
Patrician Bronze
Patrician Bronze
Patrician Bronze
Match Wall Color
Patrician Bronze
(2)
464
!BUILDER CHG Building Systems, Inc.
!CUSTOMER ET Environmental
I LOCAT1ON Port Angeles, Washington
!PR OJECT Port Angeles Transfer Station
!BUILDERS PO/ 15226
FILENAME: CA0501695-01OE1 vpc
Details
RCO3A2,RC32A1,RC38E2,RC61A6 WCO4A]
WC20A1
EN52A1 RCOOA1 WCO1A3 WCO4A1
WC24A1
WC24A2
WC24A4
RC38F1
RC38A1
COVERING ELEVATION AT
VP BUILDINGS
VAACOFRUDDI
VPC VERSION 5.3b
JOBS
CAO501695
DATE
MMMM
DRAWNICHECK
LG MO
PAGE 22
Covering Schedule
Id Qty Type Start Length
#502 9 PR 4 -8
#503 9 PR 4 -8"
#504 1 PR 14' -0"
Oper Code 1 =SQ,SQ
Finish K =KXL
Color EW= Egyptian White
0
I
N
Gage OP Fin
24 1 K
24 1 K
24 1 K
:T3
#50
I:
0
H
N
1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
N
N)
Color
EW
EW
EW
Increment
3"
3"
I (9) #503 I
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
Direction
Left to Right
Right to Left
Right to Left
From
From
From
Peak
Peak
Peak
T1-25 -1 1/1
N) I
I I I I
f7 M f7 v a
a
Wall 3
50' -0"
THE GEN RAL
UPON
ER
DRAWING, DETAILS
ALL APPLICABLE VP E
STRY SAND
ER
Trim Schedule
Id Parts
T1 (6)RFR10 (3)RKC15 RKC10
T2 CT20
T3 BS1 GGC1 MCC1 PRF1
COVERING ELEVATION AT 5
RACT
ACC
VP Ref: Shape Name MRWF Building, Wall 3
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAIN HE RTYO VPB
Ei ROVIDEDS GTHE
ED THE PPLICABLE RASE OR
SH NOT E MODIFIED. REPRODUCED OR US
ANY OTHER RPOSE WIT 0 PR RWRITTE
VAL OF VP BU LDI
OR IS
GOOD UALITY WORKMA
CE WITH HIS
NT AWI
DES
TAIN
REC TEMPORARY
T1 -25' -1 1/16"
r
1 I
m m
Color
(2)RKF20 RKF16 (6)RSB10 (Patrician Bronze
Match Wall Color
Patrician Bronze
(9) #502 I
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
1 I
I
NTS
11/10 /2005
TE
M M
16:32:55
rl CO
I 1
N N
COVERING ELEVATION AT 5
BUILDER
CHG Building Systems, Inc.
ICRDTOMER Environmental
(LOCATION Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
'BUILDER'S POP 15226
FILENAME CA0501695-01OE1.vpc
Details
RC10A1 RC30A1,RS10G1 WC10A1
WC20A1
RC38A1
7/
VP BUILDINGS
VMDDPRUDBI
VPC VERSION 5.3b
JOBS
CA0501695
DATE 1/11/2005
DRAWN/CHECK
LG MO
PAGE 23
Covering Schedule
Id Qty Type Length
#452 6 PR 2 -11 3/8"
#453 11 PR 16' -11 7/8"
Oper Code 1 =SQ,SQ
Finish K =KXL
Color EW= Egyptian White
Gage OP
24 1
24 1
I
1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Fin
K
K
Color
EW
EW
Direction
Right to Left
Right to Left
T4
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
(11) #45_
T2
32' -4"
T1
•50' -4"
Trim
Id
Ti
T2
T3
T4
T5
T6
COVERING ELEVATION AT J
VP Ref: Shave Name MRWF Buildino, Wall 4
THIS DRAWING INCLUDING THE INFORMATION HEREON
EMAIN THE OPERTY OF VP NGS
IT ROVID SOLEL FOR ERECTING THE FM
DESCRIBED HE APPLICABLE PURCHASE OR MID
SN BE ODIFIED, RE RODUCED OR USED
ANY PURPOSE WITHO TPRIOR WRITTEN
VAL FVPBUILDI
Schedule
Parts
(2)EG201 EG121 (5)PCA10A,PCAO5A,(27)STR4
(1 6)BA1 (4)BT10
DF05,JT05
DF05,HTS03
TDFH03
DE1 DN1 (2)DS10, (4)DST1
ERAL NTRACTOR AND/OR IS SOLEL
RESPON FOR ACC GOOD UALITY WORKMAN$
I ER CTIN FORMANCE WITH THIS
DRAW] G, DE ILS ENDED AWN
ALL APPLICABL VP TION G
ANDI YSTAND RDS PERTAIN
ERECTION UDI COR MPORARY
RACI
REV'
to
H
TE
(6) #452
Wall 4
18 -0"
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
I
I I
I I
NTS
11/10/2005
Color
Patrician
Patrician
Patrician
Patrician
Patrician
Match Wall Color
Bronze
Bronze
Bronze
Bronze
Bronze
COVERING ELEVATION AT J
IPTON 'BUILDER CHG Building Systems, Inc.
'CUSTOMER ET Environmental
(LOCATION Port Angeles, Washington
IPROIECT Port Angeles Transfer Station
'BUILDER'S POS 15226
16.32 :56 FILENAME: CA0501695-010E1 vpc
Details
RCO3A2 RC32A1 RC38E2 RC61A6 WCO4A1
EN52A1 RCO0A1 WCO1A3 WCO4A1
WC24A1
WC24A2
WC24A4
RC38F1
JOBS
CA0501695 -01
DATE
11/11/2005
VP BUILDINGS I
vAR DRAWN CHECK
mPwnel LG MO
I/PC VERS 5.3b PAGE 24
Covering Schedule
Id Qty Type Start Length
#435 1 PR 10 -1 1/4"
#436 8 PR 17' -10 1/4"
#437 1 PR 10 -1 1/4"
#438 8 PR 17 -10 1/4"
Oper Code 1 =SQ SQ
Finish K =KXL
Color TD= Standard Color
Gage OP Fin
26 1 K
26 1 K
26 1 K
26 1 K
1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Color
TD
TD
TD
TD
(8)4 438
T7 -20' -1 3/4"
20' -1 3/4"
Increment
3"
3"
T3
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
Direction
Left to Right
Left to Right
Right to Left
Right to Left
From Peak
From Peak
From Peak
From Peak
H
#437
T6
8' -0"
50 -0"
#435
Trim
Id
Ti
T2
T3
T4
T5
T6
T7
U,
E
Schedule
Parts
HT10 HT07,(4)CLA1072L
1CL1060L CLC1030L
HT10 HT07 (2)CLA2007L
CLA1016L CLD1060L,1CL
(2)GAC1024 (3)NLTB10
(2)GAC1024 (3)NLTB10,
DF10 JT10
DF10,HTS10
(2 1) BA1
COVERING ELEVATION AT PARTITION MISC 1
VP Ref: Shape Name MRWF Building, Wall 1
2'- 013' -4 1 /4 -i
THIS DRAWING INCLUDING THE INFORMATION HEREON
MAIN HE PERTY OF VP BU
IT OVID SOLEL
THE APPLICABL HAZE AND
SHALL NO OD ED. R PRODUC D OR US
ANY OTHE RPOSE WITHOUT PRIOR WRITTEN
APPR VAL OF VP
RAL CONTRACTOR AND/OR ERECTOR IS SOL
SPON ACC ATE, GOOD UALITYWORKMANS
LDING E WIT
DRAWING. DETAILS REF RENCED N THIS AVON
ALL APPLICABLE VP ERECTION GU DES
ND USTRYSTANDA PERTAIN
RED RHO F TEMPORARY
BRADI
CLB7076L CLA1016L,CLD1060L,
CLB4024L (2)CLA2102L
1060L,CLC1030L
(5)CLA1080L CLA0045L,(8)CLA2Match
5) CLA1080R,CLA0045R,(8)CLA21Match
T4
V
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REVI
T7- 21' -10 1/4"
1'
DA
11/10/2005
(8) •`43E
NTS
16 6"
'BUILDER CHG Building Systems, Inc.
'CUSTOMER ET Environmental
'LOCATION Port Angeles, Washington
PROJECT Port Angeles Transfer Station
'BUILDERS PO/ 15226
16:32:58 FILENAME CA0501695-010E1.vpc
DESCRIPTIO
Color
Match Wall Color
Match Wall Color
Wall Color
Wall Color
Patrician Bronze
Patrician Bronze
Match Wall Color
CA)
Details
WC80A1 WC80B2 WC80C2 WC80D2
WC80A1 WC80B2 WC80C2 WC80D2
RC80A2,RC80A3,RC80C1 WC12A2
RC80A2,RC80A3 RC80C1,WC12A2
WC24A1
WC24A2
EN52A1 RCOOAI,WCO1A8 WCO4A1
COVERING ELEVATION AT PARTITION MISC. 1
VP BUILDINGS DRAWN CHECK
YARLOPRIICBI LG MO
PAGE 25
VPC VERSION 5.3b
JOBS
CA0501695-01
DATE
11/11/2005
Covering Schedule
Id Qty Type Start Length
#429 5 PR 3 -10"
#430 5 PR 3 -10"
Oper Code 1 =SQ,SQ
Finish K =KXL
Color EW= Egyptian White
L
Gage OP
24 1
24 1
1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Fin
K
K
Color
EW
EW
Increment
3"
3"
F
T3
N
H
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
Direction
Left to Right From Peak
Right to Left From Peak
T -15 5/8
e
v r
1 —I I I
TI) M F1)
(5) #430
a
1
m
Wall 1 canopy
.30' O"
Trim
Id
Ti
T2
T3
COVERING ELEVATION AT 1
VP Ref: Shaoe Name Recievinq Canopy, Wall 1
Schedule
Parts Color
(4)RFR10,(2)RKC15 RKC10,(2)RKF16,(4)RSB10 (4)RSC11Patrician Bronze
CT20 Match Wall Color
BSi GGC1 MCC1,PRF1 Patrician Bronze
T1 -15' -0 5/8"
m 1I) F) L+)
(5) #429-
THIS DRAWING INCLJUING THE INFORMATION HEREON
REMAIN THE PERTY OF VP
IT LS ROVID D SOLELY FOR CTIN HE
IDES THE APPLICABLE RASE AND
SH NOT BE ODIFIED. REPRO UC D OR USED
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPR VAL OF VP LDINGS
NERAL RACTOR AND/OR IS SOL
RESPONS LE ACCU TE. GOOD UALTTYWORKMA
CTIN N WITH THI
DRAWING. DETAILS REF REN TNI DRAWIN
ALL APPLICABLE VP ERECTION S
STRY RDS TAW PRO
TION GTHE FTEMPORARY
a
I 1
3200 Players Club Circle Memphis TN 38125
REV/
N
E
I
F
VP Buildings, Inc.
I BY II
I I
I I
NTS
11/10/2005
ATE
EXPIRES 12 23-
COVERING ELEVATION AT 1
BURDER
I CHG Building Systems, Inc.
I/CUSTOMER ET Environmental
I LDDATIO Port Angeles, Washington
!PROJECT Port Angeles Transfer Station
!BUILDERS POI 15226
16:33:00 FILENAME' CA0501695-01OE1.vpc
ES
Details
RC10A1 RC30A1,RS10G1,WC10A1
WC20A1
RC38A1
I CA0501695-01
DATE
11/11/2005
VP BUILDINGS
YARCOPMA$, II DRAWN CHECK
LG MO
I PAGE 26
VPC VERSION 5.3b
Covering Schedule
Id Qty Type Length
#431 8 PR 2 -11 3/8"
Oper Code 1 =SQ SQ
Finish K =KXL
Color EW= Egyptian White
Gage OP
24 1
1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Fin
K
Color Direction
EW Right to Left
e
N
THE VP ENGINEER 5 SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
N
E
T1
(8)#431
Wall 2
24 -0"
COVERING ELEVATION AT B
Trim Schedule
Id Parts
Ti EG161,EG121 (2)PCA10A,PCAO5A,(13)STR4
T2 DE1 DN1 (2)DS10,(4)DST1
N
E
VP Ref: Shape Name Recieving Wall 2
T" S DRAWING. INCLUDING THE INFORMATION HEREON
MAINS THE PROPERTY OF VP
IG OVIDE LEL ER NG LDI
#BED THE APPLICABLE HASE RDE AND
SHALL NOT OD FIED. REPRODUCED 0 USED FOR
ANY OTHER RPOSE WITHOUT PRIOR WRITTEN
APP VAL OF NGS,
NERAL C NTRACT AND/0
SPON ISLE URATE, GOOD
CTIN LOIN CON
D AWING, DETAILS FER CEO IN T
ALL APPLICABLE VP ECT GUIDES
AND Y STANDARDS TAIN TO PRO
ER TION NCL THE
BR
ECT 6SOL
LITY WORKMANS IP
E WIT HIS
DRAWIN
F TEMPORARY
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV#
1
I RS I
NTS
11/10/2005
Color
Patrician Bronze
Match Wall Color
IPTION
16:33:02
COVERING ELEVATION AT B
BUI DEN CHG Building Systems, Inc.
FUSTOMER ET Envi, vl U „o „Ial
(LOCATION Port Angeles, Washington
+PROTECT Port Angeles Transfer Station
1 1 RUILDERS PO/ 15226
FILENAME: 0501695.01 OE 1.vpc
Details
RCO3A2 RC32A1 RC38E2 RC61A6 WCO4A]
RC38F1
VP BUILDINGS
VAPCDPRUDe/
VPC VERS 5.3b
JOBS
CA0501695-01
DATE
11/11/2005
DRAWN/CHECK
LG MO
PAGE 27
6 Yi
C
N
1. WALL SHE ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS; AND /OR SECONDARY STRUCTURAL BEAMS
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
30' -0"
COVERING ELEVATION AT 2
VP Ref: Shane Name 2ecieving Canopy. Wall 3
THIS DRAWING INCLUDING THE INFORMATION HEREON
MAINS THE OPERTYO VP
R IS ORB CON HE
THE APPLICABL HARE AND
SHALL 7 B OD FIED, RE RODUCED OR USED FOR
ANY 0 PURPOSE WINO T PRIOR WRITTE
APPR VAL OF VP L PIGS.
HE GENERAL C RACT ND/OR TOR IS SOL
RESPON IBL TE, GOOD QUALITY WORKMANS
ERECTINGTHI CONF MANCE
DRAWING, DETAILS R FERENCED N T DRAW!
ALL APPLICABLE VP ERECTIO GU DES
AND R TANS PERTAIN
TION NG THE CO SE OF TEMPORARY
RACI
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IRI
I I
NTS
11/10/2005
TE
ESCRIPOO
16:33:03
a
COVERING ELEVATION AT 2
!BUILDER CHG Building Systems, Inc.
!CUSTOMER ET Environmental
!LOCATION Port Angeles, Washington
!PROJECT Port Angeles Transfer Station
!BUILDERS POW 15226
FILENAME CA0501695-01OE1.vpc
!EXPIRES 12 23- a"
810501695-01
DATE
11/11/2005
VPBU
C I DLAN /CHECK MO
PAGE 28
VPC VER 5.3b
Covering Schedule
Id Qty Type Length
#432 8 PR 2 -11 3/8"
Oper Code 1 =SQ SQ
Finish K =KXL
Color EW= Egyptian White
4
Gage OP
24 1
1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS
Fin
K
Color Direction
EW Right to Left
e
N
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
N
T1
(8)#432
Wall 4 Canopy
24 -0"
COVERING ELEVATION AT G
Trim Schedule
Id Parts
Ti EG161,EG121 (2)PCA10A,PCAO5A,(13)STR4
T2 DE1,DN1 (2)DS10 (4)DST1
N
El
VP Ref: Shaoe Name 2ecievinp Canooy. Wall 4
THIS DRAWING NCLUDING THE INFORMATION NEREO
MAINS THE ROP RTY OF VP
IT OVIDED SOL ERECTIN
ESCR ED I THE APPLICABLE BABE ROE AND
SHALL T BE OD ED. RE R VC D OR USED OR
ANY 0 PURPOSE WITHO RIOR WRITTEN
APP
GENERAL CON RACT A DIOR ER OR LS LEL
SPON FOR ACC TE. GOOD QUALITY WORKMA
RECTIN DWG FORMANCE WITH THIS
D AWING. DETAILS F REN NTNI AWIN
ALL APPLICABL VP RECTOR S
AND NOB TANDAROS PERTAIN PROPER
CTION THE COR TEMPORARY
BRACT
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REV' DATE
II
II
I
I I
I I
I I
NTS
11/10/2005
IPDO
16:33:04
Color
Patrician Bronze
Match Wall Color
COVERING ELEVATION AT G
BUILDER
CHG Building Systems, Inc.
#CUSTOMER
LOCATION Port Angeles, Washington
!PROJECT Port Angeles Transfer Station
!BUILDERS POt 15226
FILENAME CA0501695-01OE1.vpc
Details
RCO3A2,RC32A1 RC38E2 RC61A6 WCO4A1
RC38F1
VPC VERSION
5.3b PAGE 29
JOBS
CA0501695
DATE
DRAWNICHECK
LG MO
K A tt
a
�s
1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
i
i
RooP- pvitLin1
1 4AH6-1TA -P7s1c
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
dwall C0hn
9 ivC7 4 M-- AtaVr
Deflection track and its connection to purlin is NBVP
Do NOT attach stud or wall cladding to deflection track. Keep wall fasteners far enough away
from track to provide for vertical deflection.
63
?u,f' +0 S-E
4.1 30
!EXPIRES 12'2 U
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAIN ROP RTY OF VP LDINGS
IS ROVID D SOL DUNG THE BU LDI
BED( HE APPLICABL PUR RASE ORD AND
SH LL NOT BE OD FIED, RE D O US FOR
ANY OTHER PURPOSE WITHO WRITTE
APP VAL OF VP BUI
THE RAL CONTRACTOR ND/0 EREC IS LELY
R SPON FOR ACCURAT GOOD DUALITY WORKMA
ERECTIN CONFORMANCE WITH HIS
D AWIN DETAILS R CUD IN T DRAW!
ALL APP CABLE VP ER GUIDES
STRY TANDARD PERTAIN NG PROPER
TION NG HE CON SEO TEMPORARY
RACI
1 /4'Tk x 3" Wide
Stiffener B.S.
3/16" V
1/4"
pvf'l
erc vve
3/8" PL (FFC2)
w/ (2) 3/4" x
A325 -SC Bolts
5/16" Plate Washer
(PW1-) Over Slots.
(Vert13 /16" x
1 7/8" Slot in PL)
S 30
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
REVI DATE I BY I
I I I
I I I
I I I
NTS
11/11/2005
ti
e
DE IPTION
10:42:15
3 1/2" x 3" x 10GA Bent Clip w/ (4) 1/2" x A325 Bolts Washers
Short slots in 3pI web. Field drill 9/16" Dia. holes in purlin.
3/16" Tk x 2 1/2" W Stiff. B.S. (Shown one side for clarity)
Line up with angle connection plate.
1/8 fillet O.S. to Flg and Web.
Flange Brace both
sides of post
3/8" x 7" x 7" PL Hinge height
(Oversized Hole 15/16
'fir Fillet B.S. to Flg
STUB POST
Special Drawings
(BUILDER CHG Building Systems, Inc.
'CUSTOMER ET Environmental
'LOCATION Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
'BUILDERS RM 15226
FILENAME: CA050169501 OE1.Vpc
3/8" x 5" PL
3/16" fillet B.S. to
3PL Beam
:L3;x13
w/ 3/4" x A325 -SC Bott Washers on
each side. Typ. both ends.
(13/16" x 1" slot in angle)
1 OGA x 5" Flg.
I OGA Web, D =7"
Support Beam Length
Hold Web 12" from Pudin Web
NVP BUILDINGS
VPCVER50 �53
1 OGA x 5" Flg,
10GA Web, D =7"
1 1/7 I I�
CA0501695-01
DATE 11/11/2005
DRAWNICHECK
LG MO
PAGE 70
•••••1„
"4.
e-‘
.a
1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
3/16" Flush
end plate
Weld 3/16 one
side web and
flanges
Channel Use:
g (24.k
Bolt to adjacent purlins
w/ (2) 1/2" dia A325 ea. end
N
3 66
V
ENDPOST TO RAKE BEAM CONNECTION
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER 5 SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
(typ
Max _1
15' wide x 3/16" clip I
—ISM Use:
I(tYP) 3/g x
Stub Post Use:
3/ rtY /044. ivea
1(2) 1/2' dia A325 I
THIS DRAWING INCLUDING THE INFORMATION HERED
REMAIN THE RTY VP
TA ROWD LYE ER
DES E APPLICABLE
HALL NO OD PIED REP
Y OTHE RPOSE WITHOU
APP HEN
KEG RAJ. CON
SPON LE
ER CTIN THIS
DRAWIN DETAIL REF HEN E
ALL APPL CABLE V ERE ION GU
MID TRY THIN TO
EREC NG THE
BRACI
max
dip to stub web
CTING THE LDI
MUSE DER AND
UCED 0 USED FOR
RIOR WRITTE
NO/OR LS S
GOOD UALITY WORKMA
A E WITH HIS
DRAW,
F TEMPOR
REvi
I I
Mr-reie F4.1
P=s purrs
DA I I
I I
I I
I 1
NTS
11/11/2005
EXPIRES 12 23-
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IPTIO
10:42:15
4-
Special Drawings
BUILDER CHG Building Systems, Inc.
[CUSTOMER ET E nv i ronmen t a l
!LOCATION Port Angeles, Washington
rOJECT Port Angeles Transfer Station
P0* 15226
FILENAME CA0501695-010E1 .ypc
(g f 1( IrS
Voc
v 'Thep czk- el-pP7ea
4
VP BUILDINGS
YARCOPRUCEN
VPC 'JEAN 5.3b
lab50169541
I
DRAWN/CHECK
LG MO
PAGE 3
WALL BRACE
ROD
ROD CABLE BRACING AT COL. BASE
3 —PLATE OR GAGE
0N2A1 2/21/2005
NOTE: 00 NOT ATTACH ROOF PANEL (OR PANEL CUPS) TO STRUT PURLIN.
SEE I RSOI "I OR I RS02'""I FOR ROOF
I I I I I I P U R U N CONN.
PU RLTN
STRUT
PURUN
0.
STRUT BRACE (SBR
LOCATE PER ERECTION
DRAWINGS
ALT PURLIN STRUT ASSEM
6.5" OR 8.5" PURLINS
9W0CV2 7/02/2001
BOLTING PLATES
HARD FLAT WASHER
NUT
TENSION. CONTROL BOLT
INSTALLATION .INSTRUCTION
0120A2Y2 04/20/01
HILLSIDE WASHER
FLAT WASHER
HEX NUT
SPA
TENSION CONTROL BOLT
IBRO2A1I
I I I
ROOF
PURUN
TYP
ATTACH EACH END OF
STRUT BRACE (SBR
STRUCT NR 4 (55307) /4
PRE -DRILL PURUN
WITH 5/16 DIA HOLE
ERECTOR NTT5
INSTALLATION OF TENSION CONTROL
BOLTS MAY NOT BE POSSIBLE IN
AREAS WHERE EXTREME PITCH.
SUFFERER LOCATION. BEAM DEPTH
OR OTHER OBSTRUCTIONS MAY
OCCUR. N THESE CASES,
SUBSTITUTION OF A -325 NUTS
AND BOLTS WOULD BE REQUIRED.
THESE NUTS AND BOLTS ARE NOT
PROVIDED BY VP BLDGS.
1- MIN. 3/4" DIA. BOLT
I 1 1 /8" MINI. 718- DIA BOLT
a.4 I 'f'/4" MINI 1" DIA BOLT
may
SHEAR WREHC t3 ,e�
H`(NBVP�REq'0�71r�n IALIATION OF TENSION CONTROL BOLTS.
IEN20A2I
I I I
BRACE ROD SLOTS
1' -0"
m
3" OR 4
3 "OR 4"
�\1
6•
WEB
Q.°
ROOF ROD BRACING
3 PLATE OR GAGE
RIB AND SEAM PROFILE
01010243 0/23/2003
1
FULL PEN WELD SPLICE
LIME WASHER, FNS
WASHER.
HEX HEAD. NM
*En. DID
ROD LENGTH
(2S SHOWN ON ERECTION DRNINGS7
RA ROD
THREAD BOTH ENDS
WITHOUT TURNBUCKLE
01130E MA5WWR. HAS
r W 9EK N 1600 M
IX R
RE CO EACH ENO
TUWNM0¢I
000.0120 00 /001 /2020
ROOF RODS AT RIDGE
ROD LENGTH
(AS SHOWN ON [MORON CRAWLS)
RB ROD
THREAD BOTH ENDS
WITH TURNBUCKLE
O
BOTTOM ROO SLOTS
REWIRED MTH
ADJOINNG BRACED NOTE: DIMS SHOWN
BAYS ARE STANDARD BUT
MAY VARY.
O
II
ATTACH IBR18C2I SSR SEAMING GUIDELINES
I I I
ROOF BRAG'
ROD
I f I
WEB I
FRAME
4 RAFTER
R IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER SEAM
TIGHTNESS. FAILURE TO PROPERLY SEAM THE JOINT MAY RESULT IN
PREMATURE FAJLURE OF PANELS AND OR SECONDARY MEMBERS UNDER
UPUFT OR DOWNWARD LOADING CON IMONS.
I I .320' MAX. (BETWEEN CUPS)
24' PANEL MODULE II 24" PANEL MODULE
U
4 3/4' HOLD
ME TO 0 SSPiCED 05 20150
MC OF TIE NET 9K10
'SHOP SPLICE DETAILS'
FRAME RAFTER
MAY BE STRAIGHT
A OR TAPERED
A ILLSIDE
WASHER
FLAT WASHER.
HEX NUT
SEAM MUST BE
FULLY TUCKED
!♦l! II I II I!' I
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER 5 SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
In
0
O 0
00
SECTION A -A
I BRO2X1 I
I I I
13
m
COUPUNG TUT
1
III III IIII'.I!
COUPUNG NUT SPUCE
010150E WASHER, FLAT
W Ol £2431 Id EAIL NIT 7400
N
I ROD LENGTH
(AS SHOWN ON ERECTOR DRAWINGS)
RC NJ RO
ROD PADS (1) END
ROD LENGTH
(AS MOWN @1 4000X0 00410,03) I
RD RK ROD
ROD PAD BOTH ENDS
ROD BRACE ASSEMBLY DRAWING IEN30A1
I I
PURUN
DIP RED WITH
TRICK DANCES
END BAY
WARES
FLANGE BRACE REQUIREMENTS:
RULE /f1 ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
RULE #2 SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON
CROSS SECTION IS NOT ACCOMPANIED BY (2).
RULEA3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
WHEN PART MARK IS ACCOMPANIED BY (2).
RULE #4 WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE
CENTER OF THE BUILDING.
RULES- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
SIDE OF THE FRAME WEB.
TYPICAL FLANGE BRACE CONNECTIONS IBRO6BD
CONGRUOUS PLRU LAP SHOWN. =POROUS GIRT AND W FURLIN AND CRT SIMIWT,
MOR1WR 03/00/2004
SELF DRILLING FASTENER OR BOLT
AT CENTERLINE OF PURUN OR HIGHER.
FIELD DRILL HOLES.
1/2" OR LESS 4
CONTRACTOR'S NOTE. ANY LOADS OVER 400 LBS. APPUED TO VP MEMBERS
SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY
BRACED TO THE MAIN BUILDINGS LATERAL LOAD RESISTING ELEMENTS (PURUN
BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE
FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR
AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED
UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS.
IEN01B2 SUSPENDED LOADS IEN10A1
I I FROM PURLINS 100 LB. LOADS OR GREATER(
0116410! 0/25/05
F FEET G GAGE CXZ COLUMN (PLATE)
I INCHES OPERATION CGXE COLUMN (GAGE)
E EIGHTHS C FIN /COLOR WCXE COLUMN (HOTROLL)
PANEL /COVERING
1 3 1 1 7 2 6 L K T D
F F 1 I E G G O C C C
LENGTH CODE
INSULATION
I B 1 3 0 1 0 3 6 0 3 0 M V
F F F I I I E I T E C C
LENGTH WIDTH THK CODE
SECONDARY (STANDARD)
O 1 6 1 9 1 1 4 1 7
Fr I I E G G
LENGTH CODE
SECONDARY (SPECIAL)
DOT 6 1 91 1 4 1 7
F F I I E G G
LENGTH CODE
ROD BRACING
O 3 R A 2 5 1 0
I E E F F 1 I
DIA LENGTH
/2 PURUN5 REM' RC 3 BOLTS EACH EN OF PURLIN LAP
TOWARD THE
FRAME CENTER OF
INTERIOR BAY THE BUILDING
ROOF
SECOND
MEMBER
WAR
COMMON GENERATED MARK NUMBERS
o f
t F10. BRACE TINS SIDE WHEN
r d-)E M SNGLE BRACE EDURED
FLANGE BRACE MAY REQUIRE
FIELD COPING AT FRAME WEB
I I
ROD HANGER OR UNISTRUT AS NEEDED.
ANGLE CLIP, BO UNISTS, D NGER
AND CLAMPS NOT BY VARCRUTO- PRUDERON. RA
FIRE SPRINKLER HANGER SYSTEM MUST
BE CAPABLE OF RESISTING 250 CBS. PLUS
WEIGHT OF WATER FILLED PIPE PER CODE
OTHER SUSPENDED LOADS EXCEEDING 100
LBS, MUST BE SUSPENDED SIMILAR TO THIS
DETAIL DO NOT CLAMP TD BOTTOM FLANGES.
RBXW
BOX.
WRXW
TRX"
RAFTER (PLATE)
RAFTER (GAGE)
RAFTER (HOTROLL)
TRUSS RAFTER
ICXW INTERIOR COLUMN
PCXW PIPE COLUMN
TCXW TUBE COLUMN
EPXW ENDPOST (PLATE)
EGXW ENDPDST (GAGE)
CBXE CANOPY (PLATE)
DCC6XE CANOPY (GAGE)
CHXW PIGGYBACK CANOPY
MARK NUMBER KEY IEN50A1I SECONDARY PUNCH PATTERNS
I I I COMMON GENERATED MARK NUMBERS
FNSMIH 4/05/200 ENS11K m /10/2020
THIS DRAWING. INCLUDING THE INFORMATION HEREON
MAIN TH PRO RTY OF VP
RI OVID LEL
DE BED HEA CABLE HAZE AND
S 0 BE MODE TED EP UC D0 US FOR
PURPOSE WITHOU REOR WRITTE
APPR
RAL TRAC
BPON ISLE
G
O AWI G. DETAILS
ALL APPLICA LE VP
STAY TRY ONWARDS PERTAIN
ER TION THE
BRAG
ND/OR ER
TE. GOOD 0 LITY WORKMANS
F E WIT THIS
DRAWN
PER
SE MPORARY
X -ING SAG ANGLES (SA_)
(REQUIRED AT ALL LOCATIONS SHOWN
ON THE ROOF SECONDARY DRAWING.
THEY ARE REQ'D PER DESIGN AND
AND CANNOT BE OM RED.)
3/16 "V2"
SUSPENDED LOADS
FROM STRUCTURAL BEAMS
EN10AN1 m /01/OS
U III I I
Q1= SIMPLE INTERIOR
QB.= SIMPLE I END BAY
Q3= SIMPLE 6' END BAY
114 =END HOLE ONLY
DS =INSET NOTCH
56 =N0 HOLES
2D =6' END BAY
21 =6' END BAY
22=6' END BAY
24 =6 END BAY,
.26 =6 END BAY
REV(
t -0' LAP
t -6' LAP
LAP
3' -0' LAP
LAP
CUPS, PLATES OR BOLTS
ARE NOT BY VARCO- PRUDEN
NSERl SAG ANGLE TAB INFO PURLIN SLOTS SEE ERECTION DRAWINGS
AND BEND TAB FIAT. FOR LOCATIONS AND PART MARKS
NOTE WHEN SAG ANGLE ADJACENT
PURLINS DO NOT AUGN. FIELD BEND THE SAG
ANGLE TAB AND ATTACH TO PURUN 00TH A
/a /4' STRUCT (55307)
PURLINS
BEND TAB FLAT
SSR SLR
SAG ANGLES X -ING IBRO9A5
8 1/2" 11 1/2" PURLINS (REQ'D PER DESIGN) I I
apc.*3 mA1/mm
VP FRAMES OR SUPPORT BEAMS
3" MAX. GAGE
(MIN. 1/2" A307 BOLTS
4' MIN. PITCH)
r.
CONTRACTOR'S NOTE.
FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES.
ALLOWABLE LOAD 1 KIP PER PAR OF BOLTS
14 KIPS PER INCH OF WELD WITHOUT INSPECTION
2.8 KIPS PER INCH OF WELD WITH INSPECTION
ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED
CONCENTRATED LOAD. LOADS LESS THAN 500 LBS MAY BE SUSPENDED
USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE).
CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL
LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS.
GAGE
FIGHTHS
INCHES( LENGTH
FFFTI (millimeters)
CATEGORY
PUNCH PATTERN
32 =1 END HAY 1 -D' LAP
.31 1 END BAY 1 -6 LAP
32 =1 END BAY 2' -0' LAP
34 =1 END BAY 3' 0' LAP
36 END HAY 4' -0' LAP
AO= INTERIOR BAT 1 -0' LAP
gl INTERIOR BAY 1 -6' LAP
.42 INTERIOR BAY 2' -0' LAP
44= INTERIOR BAY 3' -0' LAP
.4b- INTERIOR BAY 4' -0' LAP
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
ESCR P710
12:33:22
IEN
I I I
I EN51A11
I I I
RAFTER
BRACE ROD
A325 BOLTS
SEE DRAWINGS FOR
SIZES AND QUANTITIES
STRUT BRACING
HSS STRUT
01130210 02/14/2003
4. 1/2" 3" 4 1/2' I
I I
N
N L
FLAT SHIM AS
REQUIRED
BETWEEN BOLTS
MAY BE STRAIGHT J
OR TAPERED MEMBER
SHIM2I
STANDARD SHIM PROCEDURE
TYPICAL AT ANY BOLTED CONNECTION
0420A13S 00/34/WW
BUILDING SED'S
'a
EXPIRES 12.23- LA ry4,.
(BUILDER CHG Building Systems, Inc.
(CUSTOMER ET Environmental
(LOCATION Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
!BUILDER'S POI 15226
FILENAME CA0501695-01OE1 vpc
BRACE STRUT (1-155)
WHERE SLOTTED HOLES ARE PRESENT BOLTS ARE
SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED.
EATING SURFACES MUST BE PAINT FREE. IF PAINT
Is FOUND ON EATING SURFACES IN SLOTTED
CONNECTIONS REMOVE WITH UGHT GRINDING.
STANDARD HARDENED WASHERS ARE REQUIRED OVER
ALL SLOTS.
FINGER SHIN AS
REQUIRED
NOTE: FIELD CUT SHIMS TO
DESIRED DIMENSIONS TD
ACHIEVE DESIRED RESULTS
SHIMS ARE MADE
FROM .059' MATERIAL
IBR15C2I
I I I
TYPICAL BOLTING
PLATES, FACADE
OR CANOPY
CONNECTIONS
IEN20A11
I I I
BUILDINGS
VAACOP0ISBI
0110 0ER 5.3b
CA0501695-01
DAM 11/11/2005
DRAWN/CHECK
LG MO
PAGE 3 2i
PR WALL PANEL MARK NO. WFFI I EGGO C CC
LENGTH CODE
PR ROOF PANEL MARK NO. R FFI I EGGOCC C
LENGTH CODE
PR RIDGE PANEL MARK NO. PF FI IEGGOCC C
LENGTH CODE
RPR WALL PANEL MARK N0. RRF FI I E GGO CCC
LENGTH CODE
12"
TYP I
DL52A1V3 05 /31/2005
1/4 -14 1 1/4"
STRUCT FSNR
(55307)
l' -0" O.C.
BOTTOM
OF ROOF
PANEL
W.P
1/2"
4 ;TAPERFTO 0
qATLTaDGE AND
A
36' COVERAGE
BEARING EDGE
1YP
PANEL RIB ROOF AND WALL PANEL (PR)
36' COVERAGE
2 31/322 _,,,I v
RPR WALL PANEL
PR ROOF PR /RPR WALL PANELS
ROD BRACING AT BASE PLATE
ROOF HEIGHT CHANGE
MEMBER (RHM
FASCIA RETAINER
(RFR10)
START PANEL DIMENSION
FIELD BEND 1" LIP
ON SSR PANEL
F FEET
I INCHES
E EIGHTHS
O GAGE
O OPERATION
C F1N /COLOR
SMOOTH 1 3/16"
EXTERIOR
SURFACE
PLATE WI
(1)
A325-X BOLT
W/ WASHER
SMOOTH
EXTERIOR 1 3/16"
SURFACE
I EN52A1 I 8 1/2 GIRTS PURLINS I EN53A1 I STANDING SEAM ROOF PANELS (SSR) IEN52D1I ROD BRACING AT TUBE STRUT
I 1 1 1 1 I I
FN5231 00/012001 I
IRBO6X1
11+ 133
SSR CLIP
TOP OF
PURUN
.fX I3I ft00 HEIGHT; CHANGE PANEL
^':=T °SUPPORT (R )l
1/4 -14' 1 1 /T?° a
FSNR (55307) 2, PER
7
(56101)' 2 PER' JOISTC
aSSR1-ATa:- -ROOF HEIGHT CHANGE,,.- I RC15A1
SRI 'BLANKET INSULATION -177 I rTi 1
NC13AIVJ 02/21/106!
50"
LIPS
0133/101 DO/01/2301
NOTES
RCOOAIW 4/10/200.5
RAKE FASCIA
(RKF20•
BOTTOM OF
ROOF SHEET
2 1/2
1/4 -14 7/8"
WALL STITCH
15NR
1' -0" O.C.
RAKE FASCIA
RETAINER (RFR10)
SSR RAKE TRIM
PR, VR OR RPR WALL
RG ,1x27 05 /31/2065
2 1/2
2 1/2
u u
to
1 1/4"
J)
2 1/2
1 STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS
FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION
GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND
ACCESSORIES NOT DESCRIBED IN THE SED'S.
2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND
OIL AT MASTIC AND SEALANT LOCATIONS.
THE VP ENGINEER 5 SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
3/16" 7/8" TAPE
MASTIC (80349)
1/4 -14 1 1/8"
S.S. ROOF STITCH
FSNR 6" 0.0.
OUTSIDE CLOSURE
PANEL RIB (80140)
WE RIB (80362)
RFR (80130)
NOT REO'D OVER 2:12
3"
FACTORY
APPLIED
SEALANT
2 3/8'
c
SSR PANEL
CUP
(80019) AT
BLANKET INS
LESS THAN 4"
(80049) AT
4" AND GRTR
BLANKET
SSR CLOSURE
PLUG (80135)
2' -0" 0.0.
SAVE GUTTER
STRAP (5734)
1/4 -14 1 1/8"
5.5. ROOF STITCH
FSNR (57650)
(1) /STRAP
3/16" 7/8"
TAPE MASTIC
(80349) CONT.
AND OVER PLUG
EAVE CUTTER
(EC
1/4-14 1 1/8"
S.S. ROOF STITCH
FSNR. (57550)
5 PER PANEL
F
E
ROOF PURUN
FEET
INCHES
EIGHTHS
SSR ROOF PANEL MARK NO. S F F I I E G G O C C C
LENGTH CODE
24" COVERAGE
SMOOTH
EXTERIOR
SURFACE
G GAGE
O OPERATION
C FIN /COLOR
IRCODA1I SSR PANEL CLIP ATTACHMENT
I I I BLANKET INSULATION ON PURLINS
non 119 02/22/2005
FACE OF
WALL PANEL
1 -1 1/4"
FASTENER LOCATIONS
0 0 00 2PER CUP
0
STD. NON -UL
UL90
FM 1 -60, 1 -90 1 -120
(FM 124A8AM ONLY)
W.P
I RC30A1 SSR ROOF W/ EAVE GUTTER
I I PR, VR OR RPR WALL
3072/.127 O5 /31 /BOOS
RACI
EE
UBSTTME
1/4 -14 7 2" STRUCT
FSNR (55309) WHEN
BLANKET U1AT10N
I5 AND GREATER
C38E
2 3/61
GENERAL NTRA
SPON E RACC
RECTI
D AWING, DETAILS F
ALL AP 110001E VP REC
AND TANDA
1/4 -14 1 1/4"
STRUCT FSNR
(55307)
PANEL CLOSURE
ANGLE (PCA
WALL PANEL
IR
I 1 1
FOR GUIIU2
STRAP
ATTACHMENT
OUTSIDE CLOSURE
PANEL RIB (80140)
VEE RIB (80362)
RPR (80130)
1/4 -14 7/8" WALL
STITCH FSNR
1 -0" 0.0.
IRC32A1I
1 1 1
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAIN 61706 PS
IT IS OVID D SOL FOR ERECTIN HE BU
ESCR EAPPLICABLE PUR HASE ROE AND
SH L NO OD ED, R 00 D 0 USED
ANY OTHE RPOSE WITH UT R WRITTEN
ROV BU
D/OR
GOOD
CO
CED
GU
TAIN
RWOAM 03/01/30
ITY WORKMANS
E WITH
AWN
STRUT USE:
X X
TUBE(
3/16" BEAD OF
NON- SKINNING
TUBE SEALANT
(80270
SSR PANEL
CLIP
RG7247*2 7/01/0
MPORARY
CL OF STRUT
gOD
l
O
1
12" PLATE W/
(4) 1 "X23/4
A325 -X BOLTS
W/ WASHERS
BOTH SIDES
NOTE: AD0(1106 L SEALANT SHOULD BE APPLIED TO
ALL 553 EAVES, ROOF CURBS AND AREAS ADJACENT
TO WALL TO ROOF, 010317 CHANGE AND
STEPPED ROOF 102446SION JOINTS. R 15 RECOMMENDED
THAT AREAS ADJACENT TO ROOF HEIGHT CHANGES
COVER LEAST SIOEJA25 WITH THE SEALANT
SSR RIB
MALE HEM
SSR PANEL SIDELAP
ADDITIONAL WEATHERSEAL AT ICE DAMMING COND
(3 1/4 -14 1 1/8"
S.S. ROOF STITCH
FSNR (58015)
50 PER JOINT
Q FIELD BEND
SLOT COVER
FROM 3" 14"
ALUM STRIP
SSR RIDGE
EXPANSION JOINT 160 -0" O.C. MAX.)
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
R VI
TE
12"
o
O
PLATE WI
(1) X
A325 BOLT
APPLY SEALANT BOTH OVER
AN0 UNDER CLIP TAB AT
SSR CUP LOCATIONS
20' MIN. 0157. AT LOW EAVE,
FULL LENGTH ADJACENT TO
ROOF HEIGHT CHANGE AREA
OR 10' MIN DIS7. FOR PANELS
BELOW WALL TO ROOF AREA
T
S fF
18 28" FLASHING
MATERIAL (SEJ1)
IRBO3X71
If4-1331
IRCO3A2I SSR STARTING RAKE
1 1 1 PR, VR OR RPR WALL
18' ALUM STRIP
FIELD CUT TO
12"
GI 3" FOLD IN
MATERIAL
®S 2780
SEALANT (80265)
SAW CUT 1" 0101 IN RIDGE COVER FASTEN SLOT COVER TO RIDGE COVER AT SLOT
WITH (2) 1/4 1 1/8" SS R006 STITCH FASTENERS 9/ 7/2" WASHERS (39010)
BEN FLASHING MATERIAL 10 CONFORM TO RIB CONFIGURATION.
LNE PERIMETER OF FLASHING MAIER181 WITH (2) BEADS OF TUBE SEALANT (50265).
MAC A 3' FOLD IN FLASHING MATERIAL AND ATTACH TO RIDGE COVER WITH (58010)
1/4 -14 1 1/8" SS. ROOF STITCH FASTENERS WITH 7/0' WASHERS AT 2' 0.C. &OHS ENDS.
FIELD CUT AND ATTACH 18' ALUM STRIP EACH SIDE OF FLASHING MATERIAL WITH FASTENERS
AT 2" O.C.
ESCRIPTIO
IRC34A7
12" PLATE W/
(4) 1 2 3
A325 -X BOLTS
W/ WASHERS
BOTH SIDES
RAKE SUPPORT
CAP (RSC
L_
1
1/4 -14 1 1/4"
STRUCT FSNR
(55307)
2' -0" 0.C.
RAKE
SUPPORT
BRACKET
(RSB
NOTE:
SEE ERECTION DRAWINGS
FOR FIELD CUT STARTER
PANEL DIMENSION
STRUT USE.
X X
TUBE(
SECTION X X
ENDWALL OR FIELD BEND 1 LIP
RAKE EXTENSION ON SSR PANEL
START PANEL DIM
1 1/4"
1
0
BUILDING SED'S
BUILDER
I CHG Building Systems,
ILUSTOMER
ILGDAT1 8 Port Angeles. Washington
IPRDJECT Port Angeles Transfer Station
16811DER'5 PO3 15226
12:33:24 FILENAME: CA0501695-01OE1.Wpc
3 1$_ ir 3LA r
FASTEN PANEL TO (RSC)
WITH 1/4 -14 1 1 /8"
S.S. STITCH FSNR
4' -0" O.C.
BLANKET INSULATION I RC 10A11
I I I
SSR ROOF
CUP
VP BUILDINGS
VARWFRUOBN
VPC VER ON: 5.3b
JOB R
CA0501695
DATE
11/11/2005
I DRAWN/CHECK
LG MO
PAGE 3 3
1/4 -14 1 1/8" S.S. ROOF
STITCH FSNR
10 PER PANEL
MALE RIDGE
COVER
(SRCM
SSR
PANEL
IRC34H41 FOR FSNR AND
SEE I I I MASTIC PATTERN
SSR RIDGE COVER ATTACHMENT
90342125 1/10/2004
PANEL RIB FILLER
(PRF1) FASTEN IN
PLACE W/ 4 POP
RIVETS
PLASTIC CORNER
CAP (PCC1) OR
METAL CORNER
CAP (MCC1)
NOTCH DETAIL
A -A
EAVE GUTTER CORNER ASSEMBLY
ALL SYSTEMS
403551 1/15/2004
SSR ROOF
PANEL
BASE OF WALL
TRIM (BWT
SSR PANEL CLIP
RAKE FASCIA
(RKF
CUT AWAY
SHADED AREA
C CIF RIDGE
12 -14 1 1/4" S.S. ROOF SEE RCI 53941 IRC52A3
ST RUCT FSNR I I
3" D.C. MAX.
PANEL STIFFENER
(PS4)
(PS5) WITH RIGID BOARD
INSULATION
9" STRIP OF 3/16 7/8"
TAPE MASTIC OVER RIB
(80347) AND 28" STRIP
IN FLAT OF PANEL (80345)
FLEXIBLE FLASHING PANEL
FROM (SEJ1)
C RIDGE
1/4 -14 1 1/8"
S.S ROOF STITCH
FSNR
3' O.C. MAX.
ROOF FLASHING
SSR ROOF AT Af PEAK' (METAL FLASHING)
ms2A9i, 03/05/200.
FEMALE RIDGE
COVER (SRCF
SSR
PANEL
IRC34H11
I I I
BIRD STOP (BS1)
FASTEN IN PLACE
W/ 4 POP RIVETS
GUTTER CLOSURE
(GGC FASTEN IN
PLACE W/ 10 POP
RIVETS
SEAL INSIDE
PERIMETER OF
CLOSURE W/
BRONZE TUBE
SEALANT
(80507)
EAVE GUTTER (EG
WALL PANEL
IRC38A1I
1 1 1
NOTE: DO NOT FASTEN THRU
(RHC-) FLASHG INTO
MEMBER. (RHC MUST B B E A)
ALLOWED TO MOVE WAIL ROOF
SSR ROOF
HEIGHT CHANGE
FLASHING (RHC
USE 1/4 -14 1 1/8"
S.S. ROOF STITCH
FSNRS AT ALL
LOCATIONS
4" TRIM LAP
FIELD CUT PANEL STIFFENER (PS4))
CUT TO BEAR ON SSR STIFF
SSR PANEL
STIFFENER (PS4)
SSR SEAM CAP AT HIGH RIB
SSR AT RIDGE PANEL SPLICE
RG14M12 0/24/2001
3/16" 7/8" 28"
TAPE MASTIC
(80345)
SIRLNG LINE
013517/1 05/02/2002
SSR ROOF
HEIGHT CHANGE
FLASHING
NOTE. VP200 RIVET
SHOULD BE INSTALLED
AFTER INSTALLATION
OF EAVE GUTTER
FIELD DRILL (1)
3/16" DMA. HOLE
IN SSR PANEL
AT EACH RIVET
LOCATION.
GUTTER STRAP
2' O.C.
(STR4)
VP200
RIVET
1 730 =3=
1
1 I II
I II
n
I II
__L_ J01
1- ---t
_1_
APPROX. 3 5/B"
5 EQUAL SPACES
3 1/2° EACH
SEE EAVE DETAIL I II
ATTACHMENT II
FOR SAVE GUTTER W
LJJ
A
SECTION
SSR
PANEL
GUTTER STRAP ATTACHMENT
SSR ROOF (ICE DAMMING)
VP200 RIVET
(UPPER HOLES)
SSR
RIB
FLEXIBLE FLASHING FROM 1 (SEJI
7 WITH ALUM. WASHER STRIP AT
SIDES AS SHOWN
d .1/4 -1 4 FSN ROOF
STITCH R AT 3" O.C.
AROUND PERIMETER OF
FLEXIBLE FLASHING
—CL RIDGE
3/16" 7/8" TAPE MASTIC (80349)
AT PERIMETER OF FLEXIBLE FLASHING
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VY ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
3/16" 7 /B" TAPE
MASTIC (80349)
USE 3/16" 7/8" 9" STRIPS
OF TAPE MASTIC OVER RIBS
AND 3/16" 7/8" 3 STRIPS
DN EACH SIDE OF RIBS
(80347)
I I I
SEAL WITH TUBE
SEALANT 805137
IRC38E21
1 1 1
SEE
RC34H1
CLEAN ALL MATING SURFACES TO BE
WEATHER SEALED. REMOVE
FABRICATING OILS, RAIN, SNOW,
ICE, DEW, DUST AND DIRT
PRIOR TO APPLICATION
OF MASTICS AND
sEALANIS.
3/16 7/8" 3"
TAPE MASTIC
(80347) FOLDED
AND TUCKED
INTO RIB
MARK FOR
TRIM LOCATION
DO NOT USE
PENCIL
IRC34H3I SSR RIDGE FLASHING
FASTENER AND MASTIC PATTERN
4134x472 0/34/2001
SAVE GUTTER (EG
DOWNSPOUT STRAP
(DSTI) FASTEN TO
WALL PANEL WITH
WALL STITCH FSNR
BEND TAB
TO SECURE BOTH
HALVES OF STRAP
(DST1) TOGETHER
2 STRAPS PER
10' SECTION OF
DOWNSPOUT
DOWNSPOUT ELBOW
(DE FASTEN TO
DOWNSPOUT W/ 2 POP
RNEIS
DOWNSPOUT ASSEMBLY
ALL SYSTEMS
00350 03/00/2004
GUTTER STRAP
(STR
FOR FLASHING
LOCATION
PANEL CLOSURE
ANGLE (PCA
3/16 7/8 9'
TAPE MASTIC (80347)
OVER RIB
�UT AND TAB HOLE IN
SAVE GUTTER (EG
SEAL NIPPLE TO GUTTER
CONNECTION WITH BRONZE
TUBE SEALANT (80507)
GGC_
SAVE
GUTTER
SSR RIDGE COVER
(SRCF OR SRCM)
1/4 -14 1 1/8" S.S.
ROOF STITCH FSNR
(57650) 10 PER PANEL
3/16" 7/8" 3"
MASTIC (80347) EACH
SIDE OF RIB
3/16" 7/8" 28"
TAPE MASTIC
(80345) IN FLAT
OF PANEL
DOWNSPOUT NIPPLE
(DN1) FASTEN IN
SAVE GUTTER WI
8 POP RIVETS
DOWNSPOUT (OS
FASTEN TO DOWNSPOUT
NIPPLE W/ 3 POP
RIVETS
SEE ERECTION DWGS
FOR QUANTITY OF
DOWNSPOUTS
SEE I RC38E( FOR GUTTER STRAP
I ATTACHMENT
3/4 GAP
S.S. ROOF
STITCH
(5 PER PANEL)
FIELD FABRICATE
GUTTER JOINT COVER
IRC52A51 ROOF HEIGHT CHANGE FLASHING IRC53A4 SSR EAVE GUTTER EXPANSION JOINT IRC61A6I
I I I SSR ROOF AT PEAK (FLEXIBLE OR METAL FLASHING) I I FOR BUILDING OVER 160' IN LENGTH I I I
00130001 01/01/10 RCM Iw 20/15/0005
THIS DRAWING INCLUDING THE INFORMAT ON HEREON
MAIN RTY OF VP LDI
LS OVID OLE THEN 151
E APP ABLE HASE ORDER AND
OH NOT EMODI ED RE RODU DO USED
ANY HE R POSE WITHO TPRI WRITTEN
APPR L OF BU LOIN
RAL CONTRAC
SPON ACLU
C11N
AWING. DETAILS RE
AP LICABLE VP ER
STRY TAND
LUD
TORISS LEL
TE, GOOD OALITY WORKMA
C MANCE WIT HIS
ED NTN AWI
U DES.
TAIN
CT MPORARY
RAKE TO RIDGE
TRANSITION
FLASHING
(SRR
PLASTIC
PEAK CAP
(PPG-)
RAKE
FASCIA
(RKF
FILL VOIDS
WITH LOOSE
INSULATION
PURL IN
1/4 -14 7/8"
WALL STITCH FSNR
1' -0 O.C.
RAKE FASCIA
RETAINER (RFR10)
IRC34H41 SSR RIDGE TO RAKE TRANSITION
I I I ALL WALL PANELS
40.410/4 05/25/2006
5/16" BEAD OF m
NON -SKIN. TUBE
SEALANT (80270)
DOUBLE ROW
BOTTOM OF
ROOF PANEL
WALL PANEL
THICKNESS
W
3/16" x 7/8" TAPE MASTIC
CONT. (80349)
NOTE: AXED CUPS ARE MARKED WITH
PAINTED TAB FOR EASY IDENTIFICATION
PSN-
PURLIN SUPPORT MEMBER (PSN)
LOCATED AT 1/3 POINTS IN EACH
BAY GREATER THAN 16' -0"
1 71
3 /B"
C34H6 FOR PLAN MEW
SEE I I OF TRANSITION
SSR FIXED CLIP 6 1/2 PURLINS
BLANKET S- BLOCK, T -BLOCK R -BOARD
RC51Al20 7/05/2005
3/16 7/8" TAPE MASTIC
(80349) AT PERIMETER
OF SRR
2 LAYERS AT RIDGE RIB
1/4 -14 1 1/8" S.S.
ROOF STITCH TSAR (58015)
W/ 7/8" WASHER
FILL ALL HOLES PROVIDED
IN FLASHING (18)
WALL PANEL
OUTSIDE CLOSURE
BASE OF WALL
TRIM (BWT
DO NOT USE FASTENERS,
(RHC FLASHING MUST BE
FREE TO MOVE WITH ROOF
ROOF HEIGHT
CHANGE FLASHING
(RHC
1/4 -14 1 1/8 S.S.
ROOF STITCH FSNR
6' O.C.
I RC38F1 ROOF HEIGHT CHANGE FLASHING I RC52A1
1 I SSR ROOF (METAL FLASHING) I I
CUPS 4~)
18 6 W /IN O B0 N g
KE1m
-180DA 8 W 5 PER 6iCAC)
(8 W ERO°
1a� W/
ATTACH EA. END OF (PSN
W/ (2) 1/4 -14 1 1/4"
STRUCT FSNR (55307)
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IPT10
RAKE FASCIA
INSTALL (18) l Ertl°
1/4 -14 1 1 /8"
S.S. ROOF STITCH
W/ 7/8 WASHERS I LD I
IN HOLES I b
PROVIDED
Ir
5/16' BEAD OF NON
SKIN TUBE SEALANT I p
l
(80270) AT i I
PERIMETER OF
FLASHING rp$L _11510
SSR RIDGE TO RAKE
TRANSITION (SRR
SSR RIDGE
COVER SRC-
:1R
SEE C34H FOR SECTION THROUGH
TRANSITION
IRC34H5I SSR RIDGE TO RAKE TRANSITION
I I I PLAN VIEW
41341!/3 20/25/205
PANEL
STIFFENER
(RHS
12:33:25
IRC62A1I
I I I
SEE IRC53A41 PC52A51
I I I I I
FILL VOID
WITH LOOSE
INSULATION
FLEXIBLE FLASHING
FROM (SEJ1)
SSR ROOF AT PEAK
202028202 20/20/2004
I
BUILDING SED'S
1/4 14 1 1/8 5.S.
ROOF STITCH FSNR
AT 3" D.C.
AT PERIMETER OF
FLEXIBLE FLASHING
(METAL FLASHING)
!BUILDER CHG Building Systems. Inc.
ICUSTOMER ET Environmental
ILOGAT0N Port Angeles, Washington
IPROJEGT Port Angeles Transfer Station
(BUILDER'S P06 15226
FILENAME CA0501695- 010E1.vpc
3/16 7/8" TAPE
MASTIC (80349)
AT PERIMETER OF
FLASHING (2)
LAYERS OVER RIB
FL RIDGE
3/16" x 7/8" TAPE MASTIC
CONT (80349)
12 -14 1 1/4" S.S.
ROOF STRUCT FSNR
3" O.C.
DO NOT FASTEN THRU
(RHC FLASHING
3 /16 x 7/8" TAPE MASTIC
(80349) AT PERIMETER
OF FLEXIBLE FLASHING
-SSR RIDGE
FLASHING
ROOF HEIGHT CHANGE FLASHING IRC52A3I
I 1
al Lt
EXPIRES 12 -23-
IRC34H6I
I I I
VP BUILDINGS
vAAWFRJOBI
VPC VERSION 5.3b
CA0501695-01
DATE
11/11/2005
DRAWN /CHECK
LG MO
PAGE It
NOTE: FIXED CUPS ARE MARKED WITH
PAJNTEO TAB FOR EASY IDENTIFICATION
8 1/2" OR 11 1/2" PURUN,
WIDEBAY OR JOIST
SSR FIXED CLIP
BLANKET S— BLOCK, T —BLOCK R —BOARD
00028110 7/06/4065
1/4 -14 x 7/8" WALL STITCH
FSNR. 1 PER SUPPORT
AND 1 PER GIRT SPACE
2 FSNRS REQD WHEN SPACE
EXCEEDS 6' -0"
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER FOOTS
0 P-
12 -14 1 1/4
WALL STRUCT
1 FSN R.
6,,1x 2 PER FOOT
�VNM1 it'
PANELti' RIB WALL
FASTENER PATTERNS•4-
0fs 4125 0y/2006
E1Y.E CL L55 1 'I1L1 R) 0 \N5)
3) 5 58 WI 1N5 DO I B.),1,:.1y,E< ■45)
t soeA W I I R eB33'I'° GK)
g0 W 9 .00 I BLOCK)
(e0 a 1H
L -ING SAG ANGLES (SA_)
(NOT REQD. WITH WIDEBAY
OR JOIST)
PURLINS AT INTERIOR FRAME
6 1/2 OR 8 1/2" SIMPLE PURLINS W /CLIP
2901 106 05/11/2004
,.LLl PANEL SIDE1All
3-
IRC62B1
1 1
GC4 CUP (BOLTED)
CC1 CUP (WELDED)
REFER TO CROSS SECTION.
FLANGE BRACE
(16 OR (SFB
EAVE OR
RAKE MEMBER
INTERMEDIATE
WALL GIRT
—12 -14 1 1/4"
WALL STRUCT
FSNR.
1 PER FOOT
AT INT GIRTS
BASE MEMBER
1/8" BUND POP
RIVETS
2 PER LAP
FIELD TRIM LEG
OF CLOSURE TO
ALLOW PROPER
LAP OF CLOSURES
PURLIN CLOSURES
RIDGE PURLINS
RCd3A22 03/00/2044
NOTE: ALL BOLTS SNALL BE
1/2" A325 UNLESS NOTED
OTHERWISE
NOTE INTERIOR FRAME
SHOWN, ENDFRAME SIMILAR
PURUN SUPPORT CLIP (PC27) ARE
REQ'D. AT SSR FIXED CLIP LOCATIONS.
THEY ARE NOT REVD. AT END FRAMES
OR PURLINS w/ OTHER TYPE CUPS.
REFER TO ERECTION DRAWINGS FOR
ALL PC27 CUP LOCATIONS.
IRSO1B11 PURLIN SUPPORT CLIPS
I 1 1 6 1/2" OR 8 1/2" PURLINS
854351412 0/,3/3005
1
1 1/4" J
W/ BLANKET INSULATION
00,00120 5/31/200
12 -14 1 1/4" WALL
STRUCT FSNR
2 PER CLOSURE
RIDGE
SEE
RS10
RAKE CHANNEL
MARK NUMBER
PURLIN CLOSURE
6 1/2 "PURUN
(CLR 81 1/2 PURN
FDR
PURLINS
RAFTER
12 -14 1 1/4"
WALL STRS
I1 2 PER FOOT UCT PAN NR RIB
dL 1 PER FOOT VEE RIB RPR
PR, VR OR RPR WALL PANEL
(SEE ERECTION DRAWINGS)
THE VP ENGINEER 5 SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER 5 SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER—
FORMANCE REQUIREMENTS
SPECIFIED BY VP
FASTEN RAKE
CHANNEL LAPS
WITH (2)
6 1/2" 8 1/2" 1/4 -14 1 1/4
STRUCT FSNR
(55307)
1/8" BUND POP
RIVETS
4 PER LAP
IRC80A21 PURLIN CLOSURES
I 1 1
PURLIN TO PURLIN
RCL0AN3 61/00 /2004
ENDWALL
FACE OF
WALL PANEL
1/2" CLEARANCE
BETWEEN ROOF
AND WALL PANEL W.P
AT OUTSIDE FACE
OF WALL PANEL
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER FOOT 0 PANEL RIB
1 PER FOOT 0 VR RPR
12-14 1 1/4 WALL
STRUCT FSNR
2 PER CLOSURE
RAKE CHANNEL
(RKCJ AT 6 1/2" PURUNS
(R (RKC--) AT 8 1/2" PURUNS
KCH__) AT 11 1/2" PURLINS
1
(1) 1/4 -14 1 1/4"
WALL STRUCT FSNR
(55307)
PR, VR OR RPR
WALL PANEL
PR,VR OR RPR ENDWALL AT RAKE IWC10A11 PR, VR RPR WALL AT EAVE
I 1 1 STANDARD EAVE PURLIN
6C, 126 08/31/2005
'URUN CLOSURE
CKA 6 1/2' PURUN
CLA 8 1/2" PURUN
CLR- 11 1/2" PURUN
IRSO3A11 RAKE CHANNEL TO PURLIN (SSR) IRS10G1
I 1 1 6 1/2" 8 1/2' OR 11 1/2' PURLIN (PR OR VR WALLS)I
05108121 02/22/05
BOTTOM OF
ROOF SHEET
IRC80A31 PURLIN CLOSURES
1 1 1 WELDED EAVE PURLIN TO PURLIN
RCM., 03/DO/20S4
STANDARD EAVE
PURUN
1W C1 1A
1 1 I
THIS DRAWING INCLUDING THE INFORMATION HEREON
RE RTY0 VPB NGS.
IS OVID LEL FOR LDI
THE APPLICA HASE
BE 00 FIED, UCED OR U
PURPOSE WIT RIOR WRITTE
APPROV L OF VP BU NOS
RALC TRACT
SPON IBLE CUR
ERECTIN 101
AWING, DETAILS REF
L APPLICABLE VP EREC
AND TARO RDS PERTAIN
LION THE
ND/0 ERE IS ELY
G UALITY WORKMA
FORMANCE WITH HIS
DRAW!
0
TEMPORARY
FIELD NOTCH
EAVE PURUN
CLOSURE TO
FR PURUN
FLANGE
EAVE PURLIN CLOSURE
(_CLE_)
PR, VR OR RPR
WALL
INSIDE CLOSURE
PANEL RIB (80130)
VEE RIB (80360)
RPR PANEL (80140)
1/2"J r --C
1 I
BASE
TRIM
(BT
PURUN
CLOSURE
EXTENDED UNER TRIM
(NLT 0 PR RPR
(ELT 0 VEE RIB
12 -14 1 1/4"
WALL STRUCT FSNR
2 PER FOOT 0 PANEL RIB
1 PER FOOT 0 VR RPR
1/4 -14 7/8" WALL
STITCH FSNR
1 PER FOOT
110, 046 0/31/2065
1/8" BUND POP
RIVETS
4 PER LAP
REV1
PR, VR OR RPR W/ BASE TRIM
BC0IANB 5/31/2005
C8A1
12 -14 X 1 1/4" WALL
STRUCT FSNR
2 PER CLOSURE
PURLIN CLOSURE
(CKA 6 1/2" PURLIN
(CLA 8 1/2" PURLIN
NOTE: A CONC. FSNR. MUST BE LOCATED
LESS THAN 6 FROM EACH END OF THE
BASE MEMBER.
I RC80C1
I I
BG1 11 OR BC3
PANEL
UNER RIB
UNER
3/16" 1/4" TAPE MASTIC (80390)
12 -14 1 1/4"
WALL STRUCT FSNR
2 PER FOOT 0 PANEL RIB
1 PER FOOT 0 VR RPR
Y
ROOF EXTENSION 1
I I
BASE ANGLE (BAI)
SHOWN, MAY BE
BASE GIRT (BG1, BG2 OR BG3),
OR CONCEALED BASE (CBA)
FINISH FLOOR OR
TOP OF CURB WALL
CONCRETE FASTENER
24" O.C. (NOT 8Y V.P.)
BASE OF WALL ATTACHMENT NVC01A31
1 1 1
NOTE FIELD SLOPE CUT VEE RID RPR
WALL PANELS WHEN ROOF PITCH
EXCEEDS 2:12
ROOF PURUN
1/4 MIN
T
1/4 -14 1 1/4'
STRUCT FSNR
2 PER PURUN
7 648 ANGLE
(GAC1024)
OUTSIDE CLDSURE
PR (80140)
VR (80362)
RPR (80130)
(NOT READ PITCHES
OVER WALL P
WAL A
L PANEL
WALL PANEL AT RAKE EXTENSION IWC12A2I
PR, VR RPR WALL W/0 SOFFIT (ALL ROOFS) 1 I I
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IPT10
NOTE
LAP BOLTS MUST BE INSTALLED
IN THE OUTERMOST SET OF HOLES
NOTE. NO CUP REQ'D UNLESS NOTEDI
ON FRAME CRESS SECTION.
PURLIN CONN AT INTERIOR FRAME IRSO1A11
6 1/2" OR 8 1/2" CONTINUOUS PURUNS
R5o1 1410 1/06/2008
PR, VR OR RPR
WALL
BASE OF WALL ATTACHMENT
PR, VR OR RPR AT PARTITION
6001000. 06/13/2005
CBA1
lEXPIRES 23
BUILDING SED'S
I BUILDER CHG Building Systems, Inc:
I ET
CUSTOMER Environmental
i LOCATION Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
1540DERS PO4 15226
12:33:27 FILENAME: CA0501695-01 OE1.Vpc
B LT
1�4
GC4 CUP (BOLTED)
OC1 CUP (WELDED)
REFER TO CROSS SECTION
FLANGE BRACE
(FB OR (SFB
I 1(
PANEL RIB
UNER
NOTE. A CONC FSNR. MUST BE LOCATED
LESS THAN 6" FROM EACH END OF THE
BASE MEMBER.
12 -14 1 1/4"
WALL STRUCT
FSNR
1 PER FOOT
B4SE ANGLE (BA1)
SHOWN, MAY BE
8455 GIRT (BG1, 802, OR BC3)
OR CONCEALED BASE (CBA)
FINISH FLOOR OR
TOP OF CURB WALL
CONCRETE FASTENER
24" 0 C. (NOT BY V.P.)
I I I
801 BG2 OR BG3
IWC01 A81
I 1 1
r AP BUILDINGS
VMWR61[B1
WC RSION 5.3b
086
CA0501695
DATE
11/11/2005
DRAWN/CHECK
LG MO
15 PAGE
4
1/4 -14 7/8"
WALL STITCH
FSNR.
1 -O" O.C.
OUTSIDE CORNER
FLASHING (CT
OUTSIDE CORNER TRIM
PANEL RIB WALL
NCM1Y5 2/21 /2407
1/4 -14 1 1/4
STRUCT FSNR
(55307)
4' -0" 0.C.
12 14. 1 1/4"
S.S. ROOF STRUCT
FSNR (57400)
3 PER FOOT
PANEL RIB
INSIDE CLOSURE
(80130)
5/16 BEAD OF
NON SKINNING TUBE
SEALANT (80270)
DOUBLE RDW
BASE OF WALL
ANGLE (BWA
Ko2AZn 02/23 /2040
ROOF HOT. CHANGE
FLASHING (RUC
I
EAVE GIRT CLOSURE
(1CLE3 8 1/2" PURUNS
(1CLE4 6 1/2" PURUNS\
GIRT CLOSURE
CL- O 8 1/2" GIRTS
O 6 1/2" GIRTS\
Q
W.
GIRT CLOSURE
CLA O B 1/2" GIRTS
CKA 0 6 1/2" GIRTS
e �1ti
x .14
GIRT' CLOSURES. T
PANEL RIB
WALL PANEL
3/16" 1/4 TAPE
MASTIC (80390)
CONT EACH SIDE
OF CLOSURE
:r#» GIRT TO EAVE('PURLIN•
RS402Y4 R 63/27/..44
1/4 -14 1 1/8" S.S.
ROOF STITCH FSNR
(57650) AT 6" O.C.
AT SIDELAP W/
3/16" 1/4. TAPE
MASTIC (80390) FDR
6' -0 FROM BASE
OF WALL PANEL
BASE OF WALL TRIM
40 (BWT 00 NOT USE
FASTENER. FLASHING
(RHC MUST BE FREE
TO MOVE WITH ROOF
BOTTOM OF
ROOF PANEL
PANEL
RIB
WALL
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
1/8" BUND POP
RIVETS.
4 PER LAP
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
r
INSIDE CORNER
FLASHING (ICF
PANEL
RIB
WALL
IWC20A1I INSIDE CORNER FLASHING
I I I PANEL RIB WALL
NC11'3 3 /aJ /2404
NOTE! FIELD BEVEL CUT
VEE RIB /RPR WALL PANEL
1/4 -14 1 1/4"
STRUCT FSNR
(55307)
4' -0 D.C.
INSIDE CLOSURE
PANEL RIB (80130)
VEE RIB (80360)
RPR (80140)
BASE OF WALL
ANGLE (BWA
FLANGE BRACE
(FS OR
(SFB-)�
ZEE GIRT SHOWN
CEE GIRT SIMILAR
W
BOLTS
IWC80D2I GIRT CONN AT COLUMN
I I 1 6 1/2" 8 1/2' OUTSET SIMPLE GIRTS
00132Y1 7/43/2044
PR. VR OR RPR
WALL PANEL
3/16" 1/4" TAPE
MASTIC (80390)
CONT EACH SIDE
OF CLOSURE
BASE OF LL
TRIM (BWT WA
0 COLUMN
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
1/4 -14 7/8"
WALL STITCH
FSNR.
1' -0" O.C.
IWC21A1 JAMB TRIM AT OVERHEAD DOOR IWC24A1 WALL TRIM AT DOOR HEAD
I I PANEL RIB WALL I I OVERHEAD DOOR OPENING
110..1 43/23/2404 AQ4A05 0/AA /MIS
12 -14 1 1/4"
WALL STRUCT FSNR
3 PER FOOT 0 PR
1 PER FOOT O VR
1 PER FOOT O RPR
1/4 -14 7/8"
WALL STITCH FSNR
3' -0" O.C.
O PANEL RIB ONLY
BOTTOM OF
ROOF PANEL
12 -14 1 1/4"
WALL STRUCT
FSNR.
1' -0" D.0
GIRT CLOSURE
(CLC C B 1/2" GIRTS
(CKC 0 6 1/2" GIRTS-,
FIELD NOTCH GIRT
CLOSURE TO FIT
OVER BASE MEMBER�
BASE OF WALL AT RF HT CHANGE IWC52A21 BASE OF WALL AT RF HT CHANGE IWC53A1 GIRT CLOSURES
PANEL RIB WALL (ICE DAMMING) METAL I PR, VR RPR WALL (NON —ICE DAMMING) FLEXIBLE I I CEE GIRT TO BASE
FLASHING Nc4A1v3 05/31/M07 FLASHING wm0A1n 43/23/2404
GIRT CUP (GC4)
MAY BE SHOP
WELDED (GC1)
BOLTS
d
FLANGE BRACE I
(SF8) I
SFB-
J
Y
NOTE,
LAP BOLTS MUST BE INSTALLED
IN THE OUTERMOST SET OF HOLES
ZEE GIRT SHOWN
CEE GIRT SIMILAR
BOLTS
DOOR FLASHING
PANEL RIB
WALL PANEL
JAMB TRIM
/F
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
RAMSET CLOSURE
TO FLOOR
(N.B.V.P.)
GIRT CLIP (GC4)
MAY BE SHOP
WELDED (GC1)
COLUMN
IWC80A1
I I
BOLTS
IWS01A3I
IWS01A2 GIRT CONN AT COLUMN
I I 6 1/2 8 1/2' OUTSET CONTINUOUS GIRTS I I
001A711 0/10/2004
TNIS DRAWING INCLUDING THE INFORMATION HEREON
REMAINS THE PERTY OF VP BU NOS
IT IS OVID LEL ERECTIN HE BU
DESCRIBE E APPLICABLE PURCHASE
SHALL OD ED, PRO UC DO US
ANY RPOSE WIT UT RCM WRITTE
VAL OF VP BUI
AND
GENERALC TRACT 410 ERE 5SOL
SPON URATE. GOOD DUALITY WORNMANS
HIS S RMANCE WITH TNI
D AWING, OCT TLS RENCED IN T DRAWING.
ALL APPLICABL VP E TON GUIDES
AND STRY TANDARD PERTAIN PROPER
ER TON THE REC 0 0 MPOR
BRACT
SECTION A —A
12 -14 1 1/4"
WALL STRUCT
FSNR.
1' -0" O.C.
GIRT CLOSURE
(CLA 0 B 1/2" GIRTS
(CKA O 6 1/2" GIRTS
40
PANEL RIB
WALL PANEL
GIRT CLOSURE I
(CLD 0 8 1/2" 011275
(CKD O 6 1/2" GIRTS
GIRT CLOSURES
ZEE GIRT TO CEE GIRT
42440234 03/27 /2044
SECTION A A
FLANGE BRACE
(F8 OR
(SFB
FSNR AT THIRD
POINTS (55307)
GIRT CUP (GCD052060
MAY BE SHOP
WELDER (GCAD52060)
BOLTS
NOTE BEFORE FASTENING THE CEE MEMBER TO THE ZEE
MEMBER, BE SURE TO CLAMP THE CEE AND ZEE AT THE
COMMON INSIDE CORNER TO ASSURE A TIGHT FIT.
GIRT CONN AT COLUMN
8 1/2" OUTSET SIMPLE ZEE (WITH B 1/2" CEE NESTED)
IMD1A074 7/01/2004
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
RV I I I
DOOR HEADER
I I I I
I I I I
I I I I
NTS
11/11/2005
DOOR FLASHING
C COLUMN
DESCRIPTIO
HEADER
TRIM (HTS
12 -14 1 1/4"
WALL STRUCT
FSR.
1' -0 O.C.
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
1/8" BUNS POP
RIVETS.
4 PER LAP
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
1/4 -14 s 1 1 4"
STRUCT FSNR (55307)
AT THIRD POI S
BOLTS
12:33:28
IWS01A5
I I
it
SEAL WITH
SKINNING
SECTION A —A SEALANT (80507)
12 -14 1 1/4"
WALL STRUCT i 1/4-14 7/8"
FSNR. WALL STIT
1' -0 O.C. �.!r FSNR.
1' -0 O.C.
IWC24A2I SILL TRIM
I I I FRAMED OPENING (PANEL RIB)
MC3.AWS 67/24/2404
GIRT CLOSURE
(CIA 0 B 1/2" GIRTS
CKA O 6 1/2" GIRTS
GIRT CLOSURE
(CIA O B 1/2" GIRTS
(CKA 0 6 1/2" GIRTS
IWC80B21 GIRT CLOSURES
I I ZEE GIRT TO ZEE GIRT
N000V4 63/23/2404
BUILDING SED'S
WALL STRUCT
FSNR.
WINDOW SILL 1' -0" D.C.
Y
ID 1/8" BUNS POP
RIVETS.
4 PER LAP
'BUILDER CHG Building Systems, Inc.
CUSTOMER ET Environmental
'LOCATION Port Angeles, Washington
I 4 DJEDT Port Angeles Transfer Station
154110ER'S PSI 15226
FILENAME CA0501695-01OE1.vpc
I 0 PANEL RIB
WALL PANEL
FIELD R
(TD
S
REO'D.
DOOR FLASHING
IWC24A41
I I
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
12 -14 1 1/4"
WALL STRUCT
FSNR.
2 PER CLOSURE
IWC80C21
I I I
BUILDINGS
VARWPMA 4
''VPC VERSION 5.3b
JOBS
CA0501695-01
DATE 11/11/2005
DRAWN/CHECK
LG MO
PAGE 34
NOTE. FIELD NOTCH 8 1/2' ENOWNJ.
GIRT FLANGE WHEN CORNER COLUMN
FANG WIDTH EXCEEDS
COLUMN
6 1/2" OR 8 1/2
ENOWALL
GIRT
CORNER
GIRT CUP
1/4 -14 1 1/4'
STRUCT FSNR 0
(55307)
2 PER ANGLE
RS12DM DS/26/2006
6 1/2' OR 8 1/2'
DOOR HEADER
8
1/2" OR'
18 1/2
EQUAL 3" EQUAL
hI� 1 ;l
I I OPENING
I I HEIGHT
SECTION A —A
HEADER TO JAMB
ANY HEADER, ANY SINGLE JAMB
WOWS 05/27 /W0IN
GIRT CUP
SEE FRAME SECTION
FOR CLIP MARK
HOLES MAY BE
CENTERD ON
GIRT CUP
6 1/2' OR 8 1/2'
SIDEWALL GIRT
FRAME
GIRT FILLER
ANGLE (GFA
GIRT CONN AT CORNER COLUMN IWS12D2
ANY OUTSET GIRT AT EW ANY OUTSET GIRT AT SW I I
1/2 OR 8 1/2
JAMB. SINGLE
IWS20D91
1 I I
5/6 "Hid K.6z..foso
al( tH€P mil,
Lae E- [6.
(2) 9 4.f f zs P4T
FIELD LOCATE AND DRILL (2)
9/16" DU HOLES GIRT FIR
(Gm) OR (GOES) GIRT CLIP
GIRT CUP (GC5)
MAY BE SHOP
WELDED (GC2)
6 1/2' OR B 1/2'
OUTSET EW
GIRT
GIRT CUP
(GC10) OR
(CC65)
GIRT CONN AT CORNER COLUMN IWS12E21 JAMB TO GIRT
ANY OUTSET GIRT AT EW B 1/2" INSET GIRT AT SW I I I 8 1/2 JAMB, ANY ZEE GIRT
WS12QW 05/26 /R.C. WS20A2V6 05/27/2004
A c4.,a ce,vrt. R;$LflG
ame
8 1/2' INSET
SW GIRT
1/4 -14 1 1/4"
STRUCT FSNR
(55307)
3 PER ANGLE
GIRT ELLER
ANGLE (CFA
NOTE HELD NOTCH 0 1/2' ENDWALL
GIRT HINGE WHEN CORNER COLUMN
FLANGE WIDTH EXCEEDS r
THE VP ENGINEER S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP
THE VP ENGINEER S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP
6 1/2" OR 8 1/2'
ZEE GIRT
8 1/2'
3" 2 3/4"
3 1/2"
SECTION A —A
N
-117 3 yi6 y
s\
FIELD LOCATE AND RILL (2) 9/1
DIAMETER HOLES IN ZEE GIRT
TO ATTACH JANE
34 5* J
A B 1/2" JAMB,
SINGLE OR
DOUBLE
GIRT
ELEVATION
I I I
THIS DRAWING INCLUDING THE INFORMATION HEREON
REMAIN PERTY OF VP LDI
OVID LEL ECTI NE
DESCR ED EAPPLICABLE HAZE ORDE AND
SHALL NOT MOD FIED UCED OR USE FOR
ANY OTHER RPOSE WIT WOK WRITTEN
APPR FVP NGS.
THE RA. CON RACT AND/0 REC 1550L
RESPON LE GOOD UALITY WORIOHA
CONS THI LDI MANCE WITH THIS
DRAWING, DETAILS REF HIS AWI
ALL APPLICABLE VP ER
STRY TAND RDS TAIN
TION THE COR E OF TEMPORARY
BRAG
PROP
6 1/2" OR 8 1/2'
JAMB, SINGLE
OR DOUBLE
FRAMED
OPENING
12-24 1 1/4"
STRUCT
FSNR (56101)
2 PER JAMB
(ALTERNATE: TACK WELD)
1
1/4
0
SECTION A —A
IWS20A21 JAMB BASE ATTACHMENT
6 1/2 OR 8 1/2" JAMB
W52DMVS DB/05 /T006
V
A
{m od" -to Acilace," -f 'BLDG- Fr avie
JAMB BASE CUP
(JBC1 0 8 1/2' JAMB
(JBC2) 0 6 1/2' JAMB
1/2" ANCHOR
BOLTS
6
MAX
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IREVI I BY I DESC IPTIO
I I I I
I I
I I I
NTS
11/11/2005
CONCRETE FSNR
AT 24" O.C.
(NOT BY V.P.)
BASE MEMBER
I I
r-r
12:33:30
SECTION A —A
IWS20A8 GIRT TO JAMB
8 1/2 GIRT 8 1/2' JAMB
WSH00Zi6 R 4/7A /t005
7'
/D 2
BUILDING SED'S
BUILDER CHG Building Systems, Inc.
((CUSTOMER ET Environmental
'LOCATION Port Angeles, Washington
(PROJECT Port Angeles Transfer Station
(BUILDERS Poe 15226
FILENAME CA0501695-010E1 vpc
1/2" JAMB,
SINGLE OR
DOUBLE
8 1/2" GIRT
ZEE GIRT SHOWN
CEE GIRT SIMILAR
VPC VER
IWS20D21
I I I
VP BUILDINGS
WNCOPRUCEN
5.3b
CA0501695-01
DATE
I DRAWN/CHECK
LG MO
PAGE .37