Plans (3) BUP2015 00170
GENERAL NOTES:
NOTE: FIELD VERIFY ALL
DIMEN5ION5
G F E A @l KINGSPAN 300 SERIES EXTERIOR 4" THICK
IMP. FINISH TO BE 26-GA-GALV. W/ 5TD.
60' 60' 65 -------- -w IMPERIAL WHITE C� EXTERIOR & INTERIOR
$ State of Oreg' SPECIAL on Sttnicturral Specialty NSPECTION REQUIRED Cod �
23'-2" 60,_10" 3'-6 1/2" ~�
i ❑ Concrete and Reinforcing Steel J U U 1 7 2015
l.�J"8olta Installed in Concrete
❑ Special Moment-Resisting Concrete Frame NQ'T'ES CITY O �I�_;ARD
I BUILDING D1t'II01�
I I � ❑ Reinforcing Steel&Prestressing Steel Tend"
❑ Structural Welding FOUNDATION TO BE DESIGNED FOR LOADS
❑ High-Strenght Bolting DESIGNATED ON PLAN.
N
I ❑ Structural Masonry ALL FOUNDATION DIMENSIONS TO BE FIELD
I
I I I
LUMN
IReinforced Gypsum Concrete VERIFIED.
WRAPS INSTALLED I I I I ❑ Insulating Concrete Fill
PRIOR TO CEILING PAN s — — BALL CONNECTORS OR ELEMENTS IN CONTACT
— — — — — — — — — — ❑ Spray Applied Fire-Resistive Materials WITH ALUMINUM TO BE STAINLESS STEEL
i — — — — — — — — — — — — — — ❑ Pilings,Drilled Piers and Caissons STL/STL).
i I I NEW I I I I ❑ Shotcrete
II ;; FREEZER 11 11 ❑ Special Grading,Excavation and Filling LL PANEL SPANS ARE BY OTHERS.
13 i I 100
❑ Smoke-Control Systems SPECIAL INSPECTION REQUIRED ON ALL
N II II II N ❑ Other Inspections �IMPSON TITENHD ANCHORS PER
I I
II II II II - MANUFACTURER,5 SPECIFICATIONS. SPECIAL
II II INSPECTIONS IS TO BE PROVIDED BY A
QUALIFIED THIRD PARTY AGENCY.
I I I
----- EXISTING ROOF STRUCTURE TO BE DESIGNED
O — - - - - - - - - - - - - - - - - - - - - —
21-
- - - - - - - - - - 0
BY OTHERS FOR LOADS INDUCED FROM NEW
I I I BOXES WHERE SHOWN ON PLANS.
CTS OF GARD
REVIEWED rOR CC DT COMPLIANCg
Approved; i
N I I I N OTC:I Jut-_I I
Pernilt A 'IR20 -_W
Address: Z
Suite
I
By: Date! I`J
40 2.12-tl (/�✓�
OFFIC COPY
LT(
I I I
N N
I I I
I I I
TC
I I I 60 39PE~
I I I
LAU FSI THOMAS o C
CON9JLTING,LLC
I I I 10372 SW BONANZA WAY
TIGARD,OREGON 97224 EXPIRES: 6 ly30
503-317-1023 -- � .=�
Ltcstructural@gmail.com
3 I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 REV.NO: DESCRIPTION: REV.DATE:
Q CHANGES PER CUSTOMER 5/8/15
0 CHANGES PER ENGINEERING 5/19/15
I I I
I I I
N � N
ISO-QUIP CORP.
I I I
— — — — — — — — — — — — 24 COLD STORAGE DESIGN&CONSTRUCTION
418 N.E. REPASS RD; SUITE 131
I I I VANCOUVER,WA.98665
I I
PHONE: (360)695-4243 FAX: (360)693-5921
CLLZN7
QC[)N 1 N
_j
I I
P�OJ`Gr:
FREEZER ADDITION
5 I I I 5
DDRE�i:
I
7319 5W KABLE LANE #500 TIGARD, OR.
DxrnvNv rncE:
G F E A
FLOOR PLAN
JOB NO:
WAISO-194
O PM'N PY: rlllfc ED H'. CU,PRE;Vr F--V:
RWT DR B
D,'irE DPIUM 5/1EEr NO:
PARTIAL BUILDING FLOOR PLAN x4 5/19/2015 IMP-01
3/32"=V-0"-0
GENERAL NOTES:
E A ---
NOTE: FIELD VERIFY ALL �l
DIMENSIONS
J�
I
I
O1 KING5PAN 300 SERIES EXTERIOR 4" THICK
IMP. FINISH TO BE 26-GA-GALV. W/ STD.
60' 65' IMPERIAL WHITE @ EXTERIOR & INTERIOR
82'-5 1/2"
21'-7 1/2" 60'-10" 3'-6 1/2"
70'-11 3/8" 3'-3" 9'-9 5/8"
I
NOTES:
FOUNDATION TO BE DESIGNED FOR LOADS
DESIGNATED ON PLAN.
ALL FOUND
ATION DIMENSIONS TO BE FIELD
VERIFIED.
i
ALL CONNECTORS OR ELEMENTS IN CONTACT
WITH ALUMINUM TO BE STAINLESS STEEL
(5TL/STL).
I
ALL PANEL SPANS ARE BY OTHERS.
0 0 12 y 13
MP-4. MP-4. SPECIAL INSPECTION REQUIRED ON ALL
SIMPSON TITEN HD ANCHORS PER
MANUFACTURER'S SPECIFICATIONS. SPECIAL
5 15 Pup Ldn=4K M o 5 INSPECTIONS IS TO BE PROVIDED BY A
MP-04 MP-4. I f I I I I I I I I MP-04 N QUALIFIED THIRD PARTY AGENCY.
II II II II II
EXISTING ROOF STRUCTURE TO BE DESIGNED
6
BY OTHERS FOR LOADS INDUCED FROM NEW
MP-oa I I I I I I 1 1 1 1 BOXES WHERE SHOWN ON PLANS.
5IM
I
15 pup Ldn=4K I I I I I I I I I I
MP-4. I I I I I I I I 8 I I
T 1
i MP-04 —W10 X 26 — — _ _ ❑
��, - - - -
loy 8 II II II II II I i
N — MP-4. MP-04 I
- - - - - - - - - - - - - El - - - - - - - - - - - - - - - - - - - - - - - - - m 19
11
i l i MPS' 0 1 I
1 20'-91/2" 1 1 V-8" I I I I 61'-61/2" 1 1 1 1 1 1 MP-04
•O .D O
m m 8'-0"X 9'-0" I I iyl
X 1 X X X X a
OPENING II a 6
I O O O NEW O � Q MP-04
1 1 1 1 I I I I FREEZER 1 1 3 1 1 3 1 H I
I I I I I I I I I 100 1 1 I I I � , 5IM
II
Uj C
V-2" MP 4.1 MP-04 MP 4. Pup Ldn=4K I I I I I I I I MP-04 11 I I
LAuF;Ev THOMAS 60 .ePE „r
1 W10 X 26 CONSJLTING,LLC
N MP-04 r..GON
10372 SW BONANZA WAY
I I i I I I I
6 I TIGARD,OREGON 97224
1023
Ltcstructural
MP-04 1
50tural@gmail.com EXPIRES: C�!30
SIM /
- -.
1 1 1 1 I I 1 1 1 1 REV.NO: DESCRIPTION: REV.DATE:
1 1 I I 1 1 1 1 11 L CHANGES PER CUSTOMER 5/8/15
Q CHANGES PER ENGINEERING 5/19/15
II fl II II II
-(
5 15 Pup Ldn=4K I I I I I I I I I I 5
MP-04 MP 4. I MP-04 _
-- - ISO-QUIP CORP.
COLD STORAGE DESIGN&CONSTRUCTION
29'-3" I 5'-4" 49'-5•
418 N.E. REPASS RD; SUITE 131
VANCOUVER,WA.98665
1 PHONE: (360)695-4243 FAX:(360)693-5921
1 cucNr
Qct)
I
PKOJEGT:
I
FREEZER ADDITION
;r, I
N 1 7319 SW KABLE LANE #500 TIGARD, OR.
UKMVIN6 7/1 LE:
1 FLOOR PLAN
I
WAISO-194
DKRvL h.�DY. GIiEGKED D.': CUKKE;VTRN:
RWT DR B
DATE DPMN.. SKEET NO:
PARTIAL BUILDING FLOOR PLAN 5/19/2015
�E
3/32°=1'-0" IMP-1.1
I
GENERAL NOTES:
NOTE: FIELD VERIFY ALL
DIMENSIONS
�l KING5PAN 300 SERIES EXTERIOR 4" THICK
F E A IMP. FINISH TO BE 26-GA-GALV. W/ 5TD.
IMPERIAL WHITE @ EXTERIOR & INTERIOR
I I
I I I
I
I I
NOTES:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -�
FOUNDATION TO BE DESIGNED— - - - - - - - - - - - - - - - - 18
DESIGNATED ON PLAN.
I I
ALL FOUNDATION DIMENSIONS TO BE FIELD
U5E FALL-OFF FOR STAR ER USE FALL-OFF FOR STARTER U5E FALL-OFF FOR STARTER VERIFIED.
PANEL IN NEXT ROW FPANEL IN NEXT ROW PANEL IN NEXT ROW
is to i is to F to to ALL CONNECTORS OR ELEMENTS IN CONTACT
I
a WITH ALUMINUM TO BE STAINLESS STEEL
m I m (5TL/5TL).
------------- -- ----------- -- -- --—--—— — -- ---- ------------- --- ---4------------- ---- -----------
I � I
i ALL PANEL SPANS ARE BY OTHERS.
ill Ii, II, III ill i SPECIAL INSPECTION REQUIRED ON ALL
\ , 5IMP50N TITEN HD ANCHORS PER
MANUFACTURER'S SPECIFICATIONS. SPECIAL
INSPECTIONS IS TO BE PROVIDED BY A
I I
QUALIFIED THIRD PARTY AGENCY.
' / ' EXISTING ROOF STRUCTURE TO BE DESIGNED
— — — I BY OTHERS FOR LOADS INDUCED FROM NEW
s ' BOXES WHERE SHOWN ON PLANS.
CL
- - - - - - - - - - - - — -j- - - - II► - - -fl- - - I��- - -�� — - - � �i� - - - - IIS — - -I � — I — - - 19
"O
I � I
111 II, III III I � I
0
1 >
_ I
ZI 4�i CEILING tom, w ,
I
6 III II, III III 6 J III I I
, nn-0a rnP-o4 ,
14
—
�
I Nr I
I I ! I
' MP-4. I N
/ III II,
I I I LTC t
I I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 LAurwTHoMAs O'FGOIN
co
#8 X 11/4"WAFER HEAD TEK SCREWS @ 12"O.C. #8 X 11/4'WAFER HEAD TEK SCRIMS E 24"O.C. #8 X 11/4"WAFER HEAD TEK SCREWS @ 24*O.C. #8 X 11/4"WAFER HEAD TEK SCREWS @ 24"O.C. #8 X 11/4*WAFER HEAD TEK SCREWS @ 24"O.C. #8 X 11/4"WAFER HEAD TEK SCREWS @ 12"O.C. CON 9J LTI N G,LLCINV M
<"y'G tf^I}- t Z• 1°'a��'
I
10372 SW BONANZA WAY
TIGARD,OREGON 97224
503-317-1023
Ltcstructural@gmail.com
REV.NO: DESCRIPTION: RE
0 CHANGES PER CUSTOMER F5/801:F1
Q CHANGES PER ENGINEERING 5/19/15
I
I I
ISO-QUIP CORP.
COLD STORAGE DESIGN&CONSTRUCTION
I I
418 N.E. REPASS RD;SUITE 131
VANCOUVER,WA.98665
— - - - - - - - - - - - - - - - - — — - -
PHONE: (360)695-4243 FAX:(360)693-5921
I euehr
I I
QCD
I I
FREEZER ADDITION
ADDRPf-:
I I 7319 SW KABLE LANE #500 TIGARD, OR.
I I
DFAI v"!JG T/r4:
REFLECTED CEILING PLAN
I ,
WAISO-194
Dkw4'PJ 3Y: G GKN U v'. CUkkEVT kf✓:
RWT DR B
REFLECTED CEj LING PLAN SrE�No
5/19/2015
- - - - - - - - - -
X_IALff IMP-02
- - - - - - - - - - - - - - - - - - 3/16"=1'-0..
GENERAL NOTES:
NOTE: FIELD VERIFY ALL
DIMENSIONS II
(l KINGSPAN 300 SERIES EXTERIOR 4" THICK
IMP. FINISH TO BE 26-GA-GALV. W/ STD.
IMPERIAL WHITE @ EXTERIOR & INTERIOR
NOTES:
FOUNDATION TO BE DESIGNED FOR LOADS
DESIGNATED ON PLAN.
ALL FOUNDATION DIMENSIONS TO BE FIELD
I VERIFIED.
5 l 1
MP o4 MP 4.1 MP-4.1 MP-04 ALL CONNECTORS OR ELEMENTS IN CONTACT
WITH ALUMINUM TO BE STAINLESS STEEL
(STL/STL).
ALL PANEL SPANS ARE BY OTHERS.
SPECIAL INSPECTION REQUIRED ON ALL
SIMPSON TITEN HD ANCHORS PER
NEW MANUFACTURER'S SPECIFICATIONS. SPECIAL
INSPECTIONS IS TO BE PROVIDED BY A
FREEZER N QUALIFIED THIRD PARTY AGENCY.
140 EXISTING ROOF STRUCTURE TO BE DESIGNED
BY OTHERS FOR LOADS INDUCED FROM NEW
BOXES WHERE SHOWN ON PLANS.
1 1
MP-04
I
('A')BUILDING SECTION
�-O
�� V V
- - - - - - LTC � � `
- - - - - - - - - - - - - - `� 033 E
r'c1
I1 LAUF;EV THOMAS c) FGON
r5—Y-12 13 rl-3y 12 5CONSJLTING,LLC �G 'y �7 �`)�- `/z-
MP-04 MP 4.1 MP 4.1 co
MP-4. MP-4. MP-04 I °� �ti
�/V E11. h
10372 SW BONANZA WAY
TIGARD,OREGON 97224 LXPIRLS:_L30/
I I 503-317-1023
Ltcstructural@gmaii.com
I I
REV.NO: DE5CRIPTION: REV.DATE:
Q CHANGES PER CUSTOMER 5/8/15
NEW I Q CHANGES PER ENGINEERING 5/19/15
FREEZER
N 100 ,
ISO-QUIP CORP.
COLD STORAGE DESIGN&CONSTRUCTION
I I
I I 418 N.E. REPASS RD; SUITE 131
VANCOUVER,WA.98665
PHONE:(360)695-4243 FAX:(360)693-5921
I 1 (Z4 MP-04 I Es I Qcb
............ ..............................................
Peo.recr:
B BUILDING SECTION FREEZER ADDITION
IMP-03 ^JUPeJJ.
7319 SW KABLE LANE #500 TIGARD, OR.
DPMVgJG Ariz:
BUILDING SECTIONS
ja,'lJO
WAISO-194
De r•.er: cnecKfD9�: WPPEVr,eev:
RWT DR B
nitre D,pM ff Sneerr-!li
5/19/2015
,-.� IMP-03
FILL ALL VOIDS WITH \ GENERAL NOTES:
IMP PER PLAN EXPANDING FOAM INSULATION
EXISTING C.T.U.WALL
4 MIL.SLIP SHEET EXISTING C.T.U.WALL NOTE: FIELD VERIFY ALL
6"WEARING SLAB CONT.16 GA.&ALV. DIMENSIONS
SEE STRUCTURAL(BY OTHERS) BASE CHANNEL SECURED TO
3"HIGH DENSITY SLAB W/3/8"X 3"SIMPSON
TITEN HD @24"O.C.(MIN.EMBED 21/2") 21/2"X 4"CONT. E GA.GALV.
RIGID FLOOR FOAM INSULATION &FASTENED TO WALL PANEL W/ R ANGLE FASTENED TO I.M.P.
IMP PER PLAN 5tDACH
WAFER HEAD TEK SCREW u
2"HIGH DENSrn #10 X 3/4"ZINC PAN HEAD TEK SCREW @ 6"O.C.(MATCH FINISH) 01 KINGSPAN 300 SERIES EXTERIOR 4 THICK
RIGID FLOOR FOAM INSULATION @ 6"O.C.BOTH SIDES I TO CONC.WALL W/ZAMAC IMP. FINISH TO BE 26-GA-GALV. W/ STD.
° NAIL IN's @ 12"O.C.(TYP.) ALL IMPERIAL WHITE @ EXTERIOR & INTERIOR
da E D FAM ON
d.
- . a - •a ;�. ;; NOTES
° ° • ° a i 21/2"X 21/2"X 26-GA.I.S.C. FOUNDATION TO BE DESIGNED FOR LOADS
v (2)CONT.BEAD OF li
° ° v BUTYL SEALANT,BOTH W/#8 3/4"WAFER HEAD TEK SCREW
BELOW h WITHIN li @ 6"O.C.TO I.M.P.A ATTACH TO CONC.WALL DESIGNATED ON PLAN.
�i W/SIMPSON NAILON NAIL IN'S
1"SAND BED BASE CHANNEL I�
/5/8"0 GLYCOL LINES @ 12"O.C.(TYP.XMATCH FINISH)BOTH SIDES
@ 30"SPACING (E)CONC.SLAB 'i IMP PER PLAN ALL FOUNDATION DIMENSIONS TO BE FIELD
CON.10 MIL.J(2)CONT.BEAD OF
VAPOR BARRIER BUTYL SEALANT � ',' I VERIFIED.
CONT.45 MIL.EPDM VAPOR BARRIER \ ALL CONNECTORS OR ELEMENTS IN CONTACT
i ANEL BASE CONNECTION DETAIL 2 C.T.U. WALL TO WALL CONNECTION DETAIL 3 C.T.U. WALL TO CEILING CONNECTION DETAIL C V R CONT.20/2"X 2 1 V LEDGER ANGLE WITH ALUMINUM TO BE STAINLESS STEEL
COVERED W/2 1/2"X 2 1/2"X 26-GA.I.S.C.
W/#8 3/4"WAFER HEAD TEK SCREW STL/S'T'L .
IMP-04 IMP-04 IMP-04 @ 6"O.C.TO I.M.P.(MATCH FINISH)
6 ATTACH TO CONC.WALL
# 3 WAFER
8 X 3/4"WAFER HEAD TEK SCREW
W/SIMPSON NAILON NAIL IN'S ALL PANEL SPANS ARE BY OTHERS.
W/#
2 1/ X X O.S.C. @ 12"O.C.(TYP.XMATCH FINISH)BOTH SIDES
@ 6"O.C.(MATCH FINISH) SPECIAL INSPECTION REQUIRED ON ALL
IMP PER PLAN SIMPSON TITEN HD ANCHORS PER
\ FILL ALL VOIDS WITH MANUFACTURER'S SPECIFICATIONS. SPECIAL
CONT.INSULWRAP EXPANDING FOAM INSULATION
VAPOR BARRIER INSPECTIONS IS TO BE PROVIDED BY A
(COOLER/FREEZER ONLY) EXTERIOR QUALIFIED THIRD PARTY AGENCY.
2 X 2 X I.S.C. 1"THERMAL BREAK #8 X 11/4"WAFER HEAD
W/#8 X 3/4"WAFER HEAD TEK
EK S SCREW (FIELD CUT) TEK SCREW @ 24"&12"O.C. EXISTING ROOF STRUCTURE TO BE DESIGNED
@ 6"O.C.(MATCH FINISH)
FILL ALL VOIDS WITH CEILING IMP ONLY A5 SHOWN CONT.BEAD OF BUTYL BY OTHERS FOR LOADS INDUCED FROM NEW EXPANDING FOAM INSULATION CAULK(WARM SIDE ONLY) BOXES WHERE SHOWN ON PLANS.
\
i
1"THERMAL BREAK I
(FIELD Cur)
CONT.INSULWRAP
VAPOR BARRIER
IMP PER PLAN (COOLER/FREEZER ONLY)
I t 2"X 2"CONT.20-GA.GALV LEDGER ANGLE
COVERED W/2 1/2"X 2 1/2"X 26-GA.I.S.C.
W/#8 3/4"WAFER HEAD TEK SCREW
@ 6"O.C.TO I.M.P.(TYP.XMATCH FINISH)BOTH SIDES
EA.LEG(15)#8 EA.LEG @ V O.C.@ SPLICE(L=16")
6"X 6"X 26-GA.O.S.C. X 1 1/4"WAFER HEAD
W/#8 X 3/4"WAFER HEAD TEK SCREW #8#8
TEK @ 6"O.C.(MATCH FINISH) SCREW @ 12"O.C.A 6"O.C.@SIM
INTERIOR (TYP.)(MATCH FINISH)
6 ANEL TO PANEL CONNECTION DETAIL
i
MP-04
LTC 08
4 WALL TO CEILING CONNECTION DETAIL 5 CORNER CONNECTION DETAIL `
�-OIMP-04 LAU FSI THO MAS
CON aiLTING,LLC 'R ^y ?. �\t7
4"IMP PER PLANr W
10372 SW BONANZA WAY )�
TIGARD,OREGON 97224 EXPIRES: 6/3:0/_l
503-317-1023
Ltcstructural@gmail.com
REV.NO: DESCRIPTION: REV.DATE:
11/2" 21/2" Q CHANGES PER CUSTOMER 5/8/15
BQ CHANGES PER ENGINEERING 5/19/15
ARMORED JOINT
(BY OTHERS) - I
_ I
I
14"MIN. 1
(N)CONC.FLOOR
(N)CONC.RAMP I
(BY OTHERS) I 3 SIDES ISO-QUIP CORP.(ev OTHERS) II /16"
_ m I
v
v ° ° v °° ° d 1/4"THICK KNIFE PLATE
d COLD STORAGE DESIGN&CONSTRUCTION
°
a I 418 N.E.REPASS RD;SUITE B1
sr VANCOUVER,WA.98665
° Q .a I PHONE:(360)6954243 FAX:(360)693-5921
cuervr:
° ° 5"FLOOR INSULATION I Q/�D
I W10 X 30 SUPPORT (�
v. I BEAM
Peo_lfcr:
o ° ' I FREEZER ADDITION
0 1 10 0
4 d a d Q Q i"SANDBED W/GLYCOL LINES I I I y 7319 SW KABLE LANE #500 TIGARD, OR.
Q d d a
DRAVPJG rJ(LE:
PLAN DETAILS
(E)CONC.FLOOR JoB NO:
WAISO-194
OPMN Pr: G"--cxED Dn CU-P,PENr kf/:
RWT DR B
7 THRU H.S. DOOR DETAIL 8 EVAP COIL SUPPORT CONNECTION DETAILS D,irE OPIUM 5YECr No:
IMP-04 IMP-04 5/19/2015
'cuE: IMP-04
GENERAL NOTES:
NOTE: FIELD VERIFY ALL
� DIMENSIONS
@ KINC75PAN 300 SERIES EXTERIOR 4" THICK
IMP. FINISH TO BE 26-GA-GALV. W/ STD.
IMPERIAL WHITE @ EXTERIOR & INTERIOR
24 GA.OSC TRIM
FILL VOIDS W/FOAM ATTACHED W/#8 X 3/4"
WAFER HEAD TEK SCREW
MTL CLAD WOOD FRAME CONT.HEAVY BEAD BUTYL @ 6"O.C.(BOTH SIDES)
(MATCH FINISH)
(SET IN BUTYL
SEALANT @ WARM
SIDE ONLY)
NOTES:
--- S.S.THRU BOLT5 'V
CONT.IN5ULWRAP FOUNDATION TO BE DESIGNED FOR LOADS
� VAPOR BARRIER
20 GA.GALV ANGLE
DESIGNATED ON PLAN.
HOLLOW LOW TEMP GASKET ATTACHED W/#8 X 3/4"
® WAFER HEAD TEK SCREW ALL FOUNDATION DIMENSIONS TO BE FIELD
�WALL PANEL PER PLAN
@ 12'O.C. VERIFIED.
- -_ 4b � CONT.SUBSEAL 40
--- IMP PER PLAN @INTERIOR CORNERS 20 GA.GALV ANGLE
® SILICONE SEALANT(WARM SIDE ATTACHED W/#8 X 3/4" ALL CONNECTORS OR ELEMENTS IN CONTACT
IMP PER PLAN ---ONLY) WAFER HEAD TEK SCREW WITH ALUMINUM TO BE STAINLESS STEEL
@ 12"O.C.(BOTH SIDES)
(STL/5TL).
CONT.24 GA.CAP MTL CLAD WOOD FRAME
\ ATTACHED W/#8 X 3/4" (SET IN BUTYL ALL PANEL SPANS ARE BY OTHERS.
WAFER HEAD TEK SCREW @ ° SEALANT @ WARM
6"O.C. \ SIDE ONLY) SPECIAL INSPECTION REQUIRED ON ALL
ATTACHED W/#8 X 3/4"
CONT. 24 GA.CAP PADLOCKING HOLE -- ADJUSTABLE STRIKE SIMPSON TITEN HD ANCHORS PER
-
® WAFER HEAD TEK SCREW @ MANUFACTURER'S SPECIFICATIONS. SPECIAL
6"O.C. INSPECTIONS IS TO BE PROVIDED BY A
QUALIFIED THIRD PARTY AGENCY.
9 DOOR & OPENING HEADER/JAMB CONNECTION DETAIL 10 DOOR CONNECTION DETAIL 11 COLUMN WRAP CONNECTION DETAIL EXISTING ROOF STRUCTURE TO BE DESIGNED
MP-4. MP-4.
3/16"THICK WEB STIFFNER - BY OTHERS FOR LOADS INDUCED FROM NEW
BOXES WHERE SHOWN ON PLANS.
3/16"
3/16"THICK WEB 5TIFFNER
7" W10 X 26 IMP SUPPORT
11/2" 5/8"BASE PLATE BEAM
3/16"
ATTACH PT 4 X 6 TO BEAM
W/3/8"BOLTS @ 12"O.C.
STAGGERED
1/4"
I
CONT.45 MIL EPDM
( W/(2)BEADS BUTYL ABOVE
M I I &BELOW EPDM
I�uj�l I I
I I
I I 5"
t(l� �
CEILING PANEL I �
I I , PER PLAN ��
4"x 4"x 1/4"SQUARE TUBE i i + n L T IC
CEILING IMP PER PLAN 6 S
I ( ATTACH IMP TO BEAM W/3/8"X 6 1/2"
LAG BOLT @ 16"O.C. I I ( I I C)�GON
I..Au rev THo n�as ���y r co
I I CON SJLTING,LLC Q ' 7
�A/
I I
I I 10372 SW BONANZA WAY EXP1REu:
�6 I I TIGARD,OREGON 97224
I I 503-317-1023
I I Ltcstructural@gmail.com
I I
REV.NO: DESCRIPTION: REV.DATE:
0 CHANGES PER CUSTOMER 5/8/15
Q CHANGES PER ENGINEERING 5/19/15
I
I I
26 GA.HAT TRIM ATTACHED TO IMP FILL VOID W/FOAM
WALL IMP PER PLAN W/#8 X 3/4"WAFER HEAD TEK SCREW
12 TYP. COLUMN TOP & BOTTOM PLATE 13 TYP. COLUMN TOP CONNECTION DETAIL @ O.C. 14 CEILING IMP TO BEAM CONNECTION DETAIL
IMP-4. MP-4. MP-4. ISO—Q
UIP CORP.
ATTACHED TO CONC.
W/1/2"X 4"5IMP50N TITEN HD
(3 3/4"EMBED)@ 5"O.C.
A TO IMP W/#8 X 11/4"PAN COLD STORAGE DESIGN&CONSTRUCTION
/117 L6"X 3"X 1/4" HEAD TEK SCREW
V-4" 418 N.E. REPASS RD;SUITE 61
11/2" V V V V L. 1" L. V 1, V j, 1" 6 1" 6 1" 1" 1, 1" L. 1" 11/2" VANCOUVER,WA.98665
IMP PER PLAN
PHONE: (360)6954243 FAX:(360)693-5921
C,C1�IJr
Q cD
N
9116
C5Peo✓Ecr
11/2" FREEZER ADDITION
ADDPE55:
d Q
d ° 7319 5W KABLE LANE #500 TIGARD, OE.
ad a
d d d d 4 C Lj d d. d DPAWIPJG rine:
a o a d <
121 d d 41. (E)CONC.SLAB 6"MIN. PLAN DETAILS
3" ✓oe No:
(E)CONC.SLAB
WAISO-19
15 OLD-DOWN CONNECTION DETAIL °RAVN9Y r-EGKED0 W,-PE,\;P�
PWT DR B
IMP-4.
DATE DKMVN: 5I1EEr NO:
5/19/2015
x•LE IMP-4.1
1/4"=1'-0"