Plans (12) BUP2020 -00181
( 2/2 )
OFFICE COPY
FILE COPY
CONTRACT NOTE: THIS PRINT IS THE PROPERTY OF RCP
0 SHELTERS AND IS NOT TO BE USED,
Reference accepted proposal and/or executed contract for identification of items furnished. Any item not specifically included COPIED,OR REPRODUCED WTHOUT
iv EC-2 SC-1 EC-2 CC-36 I shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract). THEIR EXPRESSED WRITTEN PERrnlssloN.
_ _------------------------------ -- - - - - - - - - - -
ALL DIMENSIONS SHOWN - - - - - - -
I STEEL& HARDWARE SHOP NOTES:
C-1 C-2 I SPRINGING OFF OF THE SLAB v S-2 S-3 S-5 F-2R S-5 S-5 S-5 S-5 I 1. All steel plate to be ASTM A572 Grade 50. RECEIVED
iv I EDGE ARE MINIMUMS. OWNER I v , I
I v 2. Steel tubes to be ASTM A500 Grade C.
TO DETERMINE SLAB SIZE
I I I I I 3. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full APR 0 6 242.0
I I I z PRIOR TO CONSTRUCTION.
I I O I strength of all component parts.
11 I I F 1 4. All bolts to be ASTM F3125 Grade A325 Type 1. Exception: All bolts smaller than 1/2"0to be A307A. Anchor bolts as
`(OF TIGARD
I I SEE COLUMN FOUNDATION I I o 1 noted.
I zBUILDING DIVISION
I I DETAIL @ EXTERIOR 1 l D - 1 1 I 5. All nuts to be ASTM A563DH except as noted. At F1554 Gr. 36 anchor bolts and A307A bolts, nuts to be ASTM A563A.
I I I O, ti I cv 6. All fabricated steel to be powder coated; color selected by owner.
COLUMNS ON SHEET 2. I w
I I 1 I oa I w I I I w 7. Hardware (bolts, nuts,washers, etc.)to be hot-dipped galvanized (HDG). Shop to verify hole tolerances and tolerances of
I I I I U)' j I (3) parts for compatibility of the galvanized parts only.
11 J M N N N N N 1
II II O m m Co O
M m m 1
CONCRETE NOTES: 1
jI w 1 I 1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on undisturbed, } O
1 i O I 1 I natural soil or engineered fill. Both are to be compacted to 95% Proctor density. V
I I I I 0 I 2. Prepare slab with min. 8"compacted sand, gravel, or crushed rock. O V
1 1 I _1I 3. Concrete slab to be 4"thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fabric at mid-depth. Lap splices 8". Alt.: Fiber ^ ' co O
I I I I0 0 mesh admixture (min. 1.5#/c.y., fibrillated polypropylene). ` V
`n 4. Edge of slab to be thickened to min. 8"deep x 8"wide reinforced with 244 continuous rebars. Lap splices min. 24". CD = 0
1 I I I 5. In locations subject to frost, install isolation joint, max. 1/8"wide, around column piers using diamond or circular layout. 1 UI
c I I I Wire mesh shall be interrupted at isolation joints. _- - I 1 6. Install crack control joints(3/16"wide x 1"deep)at 8'to 12'D.C. O Q
C1 C2 CD _
I F 11 T Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface is to be
lightly broomed or have a wood troweled finish. O
o j I S-1 S-3 S-4 S-4 S-4 S-4 S-4 1 I 8. Concrete slabs in enclosed areas are to have positive drainage to floor drains and have a troweled finish. co
ih I I 1 9. Concrete slab, foundation, re-bar,wire mesh, leveling nuts, grout&anchor bolts(if required) are N.I.C. ��/ Q
11 v I cv 0. 10.All concrete reinforcing steel to be grade 60, deformed bars. Ur
I I I I z w I I w UU 11.F',of concrete to be 3000 psi @ 28 days.
Z I I I 1 O 1 0� 12.All concrete work to be in accordance w/latest ACI code. 1
I I I ¢ A 1 I 1 U) 13.Allowable soil bearing pressures: 3000 psf vertical bearing, 250 pcf passive lateral bearing per geotechnical report dated
II 11 0 m - - - - - - - - - - - - Z 2-28-18.
z I I I! p :5 1 I a 14.Leveling nuts have been shown under column base plate. Adjust leveling nuts as required to ensure all column bases are
=O I I SEE COLUMN FOUNDATION I I w w I N at the same elevation. Fill void between column base plate and top of foundation with non-shrink grout.
UL LL I I DETAIL @INTERIOR j I oa O 15.Grout shall be non-shrink, non-metallic, factory pre-mixed grout in accordance with ASTM C1107 with F',of not less than
1 .n M I I p 9,000 psi.
O I I COLUMNS ON SHEET 2. I I I
F I I I O I °� m m m I m ao 1 I U r 16.Reinforcement shall be securely held in place while placing concrete. If required, additional bars, stirrups or chairs shall be
oO= i I a0 provided to furnish support for bars.
I I I U �? 1 D ELECTRICAL CONDUIT NOTE:
O I I I I O If electrical access is required; install conduit in foundation and align with access hole in column base plate. Coordinate with
III II
III 11 U I 1 electrical contractor.
,n II II I O 11•j
ERECTION NOTES:
All steel members must be properly braced until the complete structural system has been constructed. Correction of minor N Q
C-1 C-2 I I w I F 1 1 1 I w misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection. 00 = Q
_ 11 In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up U U U v
I of arts b the moderate use of drift ins, or reaming,
b I I S-1 S-3 S-4 S-4 S-4 S-4 S-4 1 I P Y p g, immediately report to the seller and obtain sellers approval of the A � � N
9 i 1 I 1 method of correction. �
ll I J CO CO 0
l I <n I I I Bolts to be snug tight. Torque measurement is not required. _J d)
II �I zo I II 00
III, I j NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to F- N CL
I I I I o 1 N adjoin another structure, or if other modifications are to be made, the structure must be re-engineered prior to these r > Q `
I I I Z I modifications (by others). V (/� C ,
II Ij LL I I �I z Y ^ c
I I 11 as 1 I 11 DESIGN CRITERIA:
I I I 9) N N N N N 1 o 2019 Oregon Structural Speciality Code w/2018 IBC N 0
II I Co Co m m m m l .. _� I Co
I I 11 O 1 Type of Construction: Type II-B X O E
I I I I c) 1 Occupancy Classification:Assembly A-5 (n O Y O
I I I I w I I I I Building Risk Category 11 �+ ' C3 ■ . W
I I Il 11 Mean Roof Height= 15'-0" O
11 v w 1 w Building Volume= 27,000 fe a (1)
SEE COLUMN FOUNDATION I I
I No. of Occupants= 300w Z
11 DETAIL @ EXTERIOR I l O 1 W
COLUMNS ON SHEET 2. 1 j ° ROOF DL � J
I I 1 I Metal Roofing 1.2 psf W
I 11 Misc. 0.8 psf 1jj =
I I Total=2.0 psf+weight of framing W U (n
iv C-1 C-2 1 U 11 S-2 S-3 S-5 F-2L S-5 S-5 S-5 S-5 I v FLOOR LL rn Z Z
-- - - - - - - T O -
.1--- ----- ---- R O - - - - - - - - - - - - L= 100 psf M U
o� Q O EC-2 SC-1 EC-2 CC-36 E4'-0"
iV - u�•�'i a a a a ROOF LL �/�
_ Lr =20 psf V/ � ■ ■ O
CL. OF COL.'S ROOF SL Z J 0 0
'-4' T-0" T-0" �p P9= 10 psf(Ground Snow) Q O W U
CL. OF FOUNDATIONS 30'-0" OUT/OUT OF ROOF _ _ Ps=20 psf on roof J Lo
tt1 ! WIND LOAD 0 LO
Vmi= 97 mph, Vasa= 75 mph Q O t
4'-4" 26'-2" Y Q to
ROOF FRAMING PLAN , I Exposure'C', Open Building w/GC = 0 Q d m o n
30'-6" OUT/OUT OF SLAB SCALE: 3/16"= 1'-0" I I Component&Cladding Ultimate end Pressures: See ROOF PLAN on this sheet. �i O
I I SEISMIC }
FOUNDATION PLAN I I
IE= 1.0 Q Q,
Ss =0.848, S1= 0.391 W W O 00_
SCALE: 3/16" = V-0" ERECTOR NOTE: I I Site Class D w0
DECK SUPPORT CAPS REQUIRED AT BEAMS FOR I I I I SDs=0.656, SDI= 0.498 U) J lY
VARIOUS CONDITIONS. SEE BEAM AND DECK SUPPORT Seismic Design Category D o W ~
CAP DETAIL(S) FOR CAP ATTACHMENT FOR A HIP, RIDGE, I I Equivalent Lateral Force Procedure = LU
U)
EAVE OR CUPOLA CONDITION. I I Cantilevered Column Systems-Steel ordinary cantilever column system N U) of
EL LENGTH O I O I O ( 2 1 4 R = 1.25, Cs= 0.525, p= 1.3,V= 11,500#
5^ DECK PAN 6, „
265 ? OEC/�P ERECTOR NOTE: I I I l
SEE METAL DECK DETAILS FOR
6'-4 6� 4e ANeC Ct NGTH ATTACHMENT OF CAP/TRIM PIECES. 1 1 I y0FF10E COPY-
64 2 9 40 .
CM OF TIGARD.
4„
12 NSP
Cf�1L IECTIOf IRED..-- REVIEWED FOR CODE COMPLIANCE
@ p _rK}}r(atCjGral-S---- 1 Code
_ 1 I
12"x 24ga. x 50ksi MEGA-RIB PREFINISHED ROOF PANELS 184 - _ I 1 Approved:\[�f]
(3'-0" COVERAGE PER SHEET)SEE DECK DETAILS FOR 2" 5 PDFwe-'tz 8nd R ar !
"'� F;�$44e4 ....- I I OTC: [ ] •
ATTACHMENT. 1QS�Iptrq�g
I I Permit #: �p,�pap - Ae�1 1 A 1
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Suite#: Date. 9 20-013-A
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t ,.. DRAWN: DPP 3-16-20
IY.,,4Tt"td .•
N CHK'D: ,ICS 3-17-20
ROOF PLAN
a = 3'-0" DESIGN CERTIFICATION FOR: REV 1:
TOP OF SLAB Inyjwl>}!! (GrnPulll ULTIMATE PRESSURES FOR COMPONENTS & CLADDING ��gD PROFFS REV 2:
pr(.t1 54 r Resi BUILDING SIZE: 30'x 60' `y4
�+ � ' BUILDING LOCATION: TIGARD, OR REV 3:
? a na s ZONE PRESSURE SUCTION 15
10" 6' 0" a FHitip�,p/i �g pj#/6 end 4 , 1 16 PSF 17 PSF THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE r REV 4:
L� �,hgtarsts 11 Ja.
30'-0" - 2 25 PSF 26 PSF BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID SHOP DWG NO.:
;C3 sI Qrndl^ Iraras@qn�lr+�F�)Ilnp ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS 13408R1
OREGON
In 3 33 PSF 48 PSF ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF o9, 2ON EEC JOB NO.: 13408 R
SECTION A $rtl0kd� ntfol�y@tE1n3 3A 34 PSF 31 PSF MATERIALS ARE PAID FOR IN FULL. ��qSJ E1�P�5 SHEET NO.
SCALE: 3/16"= 1'-0" 3 Other In®gsedono
- IF MODIFICAT ON IS MADE WITHOUT EXPRESSED WRITTEN EXPIRES 12-31--
CONSENT O RCP SHELTERS, INC., OR IF PAYMENT IS NOT OF 6
-'----• MADE INF LL, THEN CERTIFICATION BECOMES NULL&VOID. 3/20/2020
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED.OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
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TOP OF SLAB LAB M
CONCRETE GROUT(N.I.C.) AT COL, C.L. CONCRETE GROUT(N.I.C.) .L. W LLI 0 d
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TOP OF SLAB BOT. OF BASE PL. TOP OF SLAB T. OF BASE PL. o W ~
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12' MAX., V MIN. �� u' 12' MAX., 1" MIN.
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LEVELING NUTS (N.I.C.) I I I I LEVELING NUTS (N.I.C.)
II IIJ -H I II +I
II U II II U i
II II `-4 n II II N iv
3/4"0 x 20"ASTM F1554 GRADE 36 3/4"0 x 20"ASTM F1554 GRADE 36 o
THREADED ROD w/1/4" x 3"SQUARE THREADED ROD w/ 1/4"x 3" SQUARE
PLATE WASHER(w/ 13/16"0 HOLE O.C.) & PLATE WASHER (w/ 13/16"0 HOLE O.C.) &
DOUBLE NUT. ALL TO BE HOT-DIPPED DOUBLE NUT.ALL TO BE HOT-DIPPED
GALVANIZED. - - - - - - - - - - GALVANIZED. 0.
20-013-A
of
u� DRAWNDPP 3-16-20
3,-0" U Z-9" v
CHK'D: JCS 3-17-20
5'-6"
REV is
EO PROF REV 2:
COLUMN FOUNDATION DETAIL COLUMN FOUNDATION DETAIL .r �15 FSS�O REV 3:
aC� INTERIOR COLUMNS @ EXTERIOR COLUMNS
REV 4:
SHOP DWG NO.: 13408R2
� OREGON EEC JOB NO.:
p �9-n-zool 13408 R
�qS S SHEET NO.:
EXPIRES 12-31-_ /7
3/20/2020 L OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED,OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
2
PLAN @ S-2 RT. AUX• PIAN 0 (�
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1 - CPA-2 5"SQUARE COVERPLATE ASSEMBLY 2- CPA-12 3 1/2" SQUARE COVERPLATE ASSEMBLY 1 - CPA-12 3 1/2" SQUARE COVERPLATE ASSEMBLY LL- Q Q t
6- 3/4"0 x 2" BOLT (WITHOUT NUT) 2- 3/4"0 x 10" BOLT 2 - 3/4"0 x 2" BOLT (WITHOUT NUT) H- L- u- N p
2- 3/4"0 HEX NUT / ` ■ ■ E
�U v Z) U) c) c
Z lu) Y � r =
CONN S-1 2-req
LL7 (n O x
LL 10 - 3/4"0 x 2" BOLT (WITHOUT NUT) x Y 0 0 E
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8 - 3/4"0 x 2" BOLT (WITHOUT NUT) o J
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HARDWARE PARTS LIST ■ ■
LoE HARDWARE DESCRIPTION PART NO. REMARKS L
Q uumn Aon " O
80 L 3/4"0 x 2" BOLT H325G 075 0200 w 0 0
20 L 3/4"0 x 10" BOLT H325G 075 1000 J
0 UJ
o = W
20 L 3/4"0 HEX NUT HN325G 075-10 N fn cl�
ERECTOR NOTES:
80 A 3/4"0 HEX NUT HN325G 075-10 ■ ■
1. BEFORE ATTACHING COVERPLATE ASSEMBLY, MAKE SURE THAT THE NUBS ON THE
BACKER PLATE FACE THE COVER PLATE. 4 L 5" SQ. COVERPLATE ASSEMBLY CPA-2
30 L 3 1/2"SQ. COVERPLATE ASSEMBLY CPA-12
2. LOCK NUT IS PRESET IN SHOP, BUT CAN BE RE-ADJUSTED IN FIELD TO PROVIDE THE
NECESSARY TENSION IN SPRING TO OBTAIN ADEQUATE FRICTION BETWEEN PLATE
& BEAM FOR ERECTION. 48 L 3/4"0 x 20"(F1554 GR. 36)THREADED ROD N.I.C., HDG
LL 1/4"x 3"SQ. WASHER N.I.C., HDG
3. PLACE COVERPLATE ASSEMBLIES ON TUBES CAREFULLY SO AS TO NOT SCRATCH 192 L 3/4"0 HEX NUT A563A(ANCHOR& LEVELING) N.I.C., HDG
THE PAINT ON TUBE.
4. ERECTION OF COVERPLATE ASSEMBLY: COVERPLATE ASSEMBLY
A. PUT ONE END OF BACKER PLATE THRU ACCESS HOLE AND BEHIND TUBE
WALL. CPA-2 & CPA-12
PROJ.NO.:
B. SHIFT ASSEMBLY TO ONE SIDE ONLY ACCESS HOLE SO THAT THE OTHER END
OF THE BACKER PLATE CAN SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE 20-013-A
WALL. SUGGEST HOLDING A THIN PIECE OF CARDBOARD OR SIMILAR
MATERIAL AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING
DRAWN: DPP 3-16-20
COVERPLATE BACK AND FORTH INTO POSITION.
C. POSITION ASSEMBLY SO THAT IT IS PARALLEL WITH TUBE AND NUBS ON CHK'D:
JCS 3-17-20
BACKER PLATE SIT INSIDE THE ACCESS HOLE W/ BACKER PLATE ORIENTED AS
NEAR VERTICAL AS POSSIBLE.
REV 1:
5. CAULK ALL AROUND COVERPLATE WITH A BEAD OF CLEAR SILICONE CAULK AFTER
COVERPLATE IS PROPERLY POSITIONED. GIN �FFsso REVV :
RE
15 3:3:
REV 4:
SHOP DWG NO.: 13408R3
OREGON EEC JOB NO.: 13408 R
0 0
9-it-2009 �y�
�1qg J EVA' SHEET NO.:
EXPIRES 12-31- �]
3/20/2020 VS OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED,OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
MK-2
CENTE
RED ON END OF TUBE
o o °
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13/16"0 HOLES 4 1'" 8" ' O
3/1B 4" �.} O
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j Im o1 RIDGE SUPPORT CD
I I I I I I I � rrnn
I I 1 I I I O V
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S-1 I 1 S-3 ./co0
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SIDE SIDE Q
jI @ NEAR FACE ONLY @ NEAR FACE ONLY
I I I RIDGE ATTACHMENT DETAIL
ERECTOR NOTES: vJ
1
I I I I
1. CENTER RIDGE SUPPORT ON BEAM AND ATTACH WITH
I I I DECK SCREWS @ 16"O.C.AND 4" MAX FROM ENDS
I I I PRIOR TO BUILDING ASSEMBLY.
I
I I I 2. RS TO BE CONTINUOUS ON TOP OF BEAM. EXCEPTION:
I I I j RS TO STOP APPROXIMATELY 1/2" FROM EDGE OF TOP
I I ACCESS HOLE(S). FIELD CUT RS TO LENGTH AS REQ'D.
DECK SUPPORT CAP DETAIL W
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BEAM B-2 10-REQ'D U
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ERECTOR NOTE: uWi J
SEE DECK SUPPORT CAP DETAIL O w rn~
I j FOR CAP ATTACHMENT. 2 W
I I I 04 () of
I I I DECK SUPPORT REQUIRED
I I 1 j AT CENTER OF BUILDING ONLY
I I I I
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1 I I 4
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MK-9
CENTER ON
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COLUMN C-1 4-REQ'D. COLUMN C-2 4-REQ'D. END OFTBE
HSS 6x4x3/16 O
PROS NO.
9/B :
20-013-A
O O O FAB. SAME AS DRAWN: DPP 3-16-20
S-1
OR S-1 S-2
OPP, END WELD PLATE WITH NUTS CHK'D:
TO INSIDE OF TUBE JCS 3-17-20
O MK-1
19'-01-36"TUBE LENGTH REV 1.
O O O ���aEH NR0 t9 REV 2REV 3:
BEAM B-3 3-REQ'D 15 REV 4:
SECTION rA
4SHOP DWG No.: 13408R4
� OREGON EEC JOB NO.:
p 09-71-zooI �5A� 13408 R
' E��P SHEET NO.
EXPIRES 12-31-- A
3/20/2020 LT1 OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED,OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
CJP
60°
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BOTH SIDES
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450
MK-6
MK-5 CENTERED ON
0 0 __- CENTERED ON END OF TUBE
END OF TUBE
0 O _ -
_ MK-3
WELD TO TUBE AS SHOWN W
0 O BACKER PLATE NOTE N Q J
S-3 ? HOLES IN BACKER PLATE&TUBE STEEL JOINT Op = Q
TO BE DRILLED AFTER COMPLETION OF FULL
MKS S 1 PENETRATION WELD. Lao) U V U
CENTERED ON 2 15/8"0 HOLES IN BOT. 0) N
END OF TUBE OF TUBE ONLY. m m O =
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— _ PROD.NO.:
___ _-------- 20-013-A
FRAME F-2R 1 -REQ'D. (AS SHOWN) DRAWN DPP 3-16-20
----
___-----" FRAME F-2F-21- 1 -REQ'D. (OPPOSITE) cHK'D: JCS 3-17-20
REV 1:
SHOP NOTE: ��E0 PRO REV REV 2:
FRAMES F-2R/L ARE IDENTICAL TO FRAME F-1, ��`'� EHG15 REV 3:
EXCEPT AS NOTED. SEE FRAME F-1 ON THIS
SHEET FOR ALL INFORMATION NOT SHOWN. r REV 4:
SHOP DWG NO.: 13408R5
OREGON A EEC JOB NO.:
p 0
g•11-2Do1 5� 13408 R
J.
4S e��oc SHEET NO.
EXPIRES 12.31--
3/20/2020 OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED,OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
23„
4
DECK SCREWS, 1 EACH SIDE OF RIB. ROOF RIDGE CAP
SCREWS TO PENETRATE TOP OF TUBE, SG���O@��R�
O fL00�QPN��S
NOT JUST DECK SUPPORT CAP. SOF
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SEALANT TOP& BOTTOM. & ELEV kk--kk
cq SIDE J
MEGA-RIB PREFINISHED METAL DECK END CAP EC-1 O
ROOF PANELS. 1T 12 WEEP HOLES � O
9" RIDGE CAP 8-REQ'D. AT 12" O. C.
DECK DETAIL @ RIDGE BEAM 64 LN. FT. REQUIRED METAL DECK END CAP EC-2 N (U O
SECTION THRU RIDGE LINE INSTALLATION: QS 4-REQ'D. O 2 p
FASTEN RIDGE CAP TO EACH ROOFING P QGP
PANELAT
REWEAEVERY IB. � � GAN METAL DECK END CAP EC-3
ERECTOR NOTE (1) LAP SCREW EACH SIDE. APV N GP 0. �� O = Q
DECK SUPPORT CAP NOT SHOWN ME 12 `Y
EP�O��SP O
AT RIDGE DETAIL FOR CLARITY. 2-REQ'D. MM
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V 11Q V v
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MEGA-RIB PREFINISHED DECK EDGE DETAIL
DECK SCREWS ROOF PANELS LAP SCREWS @ 20"O.0 MAXIMUM.
EACH SIDE OF RIBS MASTIC TAPE BETWEEN PANELS.
ATTACH PEAK COVER CAP (CC)
OVER END CAPS (EC)AT BLDG.
2 GABLE PEAK w/(2) LAP SCREWS.
LAP SCREWS \ \ \ /
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H SEAM CAPS(SC) 0) C6
OVERATTAEND ND CAP(EC)BUTT chi N
SPLICES w/(2) LAP SCREWS. TRUE PLAN m m o =
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SECTION A LAP SCREW= 114-14x7/8 IMPAX LAP, 5/16" HEX HEAD 2 REQ'D. W _O LU
6 FRAME SCREW=#12-24x1 112 IMPAX SD5, 5/16" HEX HEAD U) W
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PROJ.NO.:
20-013-A
DRAWN: DPP 3-16-20
CHK'D: JCS 3-17-20
REV 1:
N OFFss,O REV 2:
I
V 15 REV 3:
r REV 4:
SHOP DWG NO.: 13408R6
� OREGON EEC JOB NO.:
Q Og-11-2001 13408 R
�qg Ek..o5 SHEET NO.
EXPIRES 12-31--
3/20/2020 6 OF 6