Plans (25) BUP2020 -00143
CONTRACT NOTE: THIS PRINT IS THE PROPERTY OF RCP
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 WITHOUT
shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract). THEIR EXPRESSED WRITTEN PERMISSION.
STEEL&HARDWARE SHOP NOTES: D
1. All steel plate to be ASTM A572 Grade 50.
2. Steel tubes to be ASTM A500 Grade C. JUN [ Q
m 3. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full
strength of all component parts. CITY �` I�
EC-2 SC-1 EC-2 CC-11 1i"x 24ga.x 50ksi MEGA-RIB PREFINISHED ROOF PANELS 4. All bolts to be ASTM F3125 Grade A325 Type 1. Exception:All bolts smaller than 1/2"0 to be A307A.Anchor bolts as 1iCP i
- - - - - - - - (3'-0"COVERAGE PER SHEET) SEE DECK DETAILS FOR noted.
T CID
ATTACHMENT. 5. All nuts to be ASTM A563DH except as noted.At F1554 Gr. 36 anchor bolts and A307A bolts, nuts to be ASTM A563A.
S-2 I S-2 F-2R I S-2 S-2 6. All fabricated steel to be powder coated; color selected by owner. C nJ
I 7. Hardware(bolts, nuts,washers, etc.)to be hot-dipped galvanized (HDG). Shop to verify hole tolerances and tolerances of - J
I threaded parts for compatibility of the galvanized parts only. O
I
I CKPWELLEt4GTH V-217 ERECTION NOTES: r \ 0
16'-2t OE All steel members must be properly braced until the complete structural system has been constructed. Correction of minor '
LU "�" misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection. /� (�
5'-�4 N (n ct
SEE DECK
EDGE DETAIL LLI O
In the event of error,defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up
12
I " of parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the
5 2 7method of correction. J
946232 //'1 Q Q
Bolts to be snug tight. Torque measurement is not required. Q
SEE DECK '^ Q
EDGE DETAIL 1" NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to tel! 0
adjoin another structure, or if other modifications are to be made,the structure must be re-engineered prior to these r
'9 modifications(by others).
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I DESIGN CRITERIA: Q
2019 Oregon Structural Speciality Code w/2018 IBC
I I I I Type of Construction:Type II-B
Occupancy Classification: Utility U
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II I I II
GUTTERS NOT SHOWN Mean Roof Height= 12'-0"
j SEE GUTTER DETAILS 3
Bu Volume=8,830 ft
I w No. of Occupants=49 (15 per person)
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Metal Roofing 1.2 psf
LL 1 U Misc. 0.8 psf
0 Total=2.0 psf+weight of framing
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S-1 I S-1 F-1 S-1 S-1 O C> w L= 100 psf LU
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- O c 4 =20 psf N = Q
A I _ _ _ I _ _ - - _ O ROOFSL o
I P = 10 psf(Ground Snow) IU) E
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PS=20 psf on Roof L0U U � �
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WIND LOAD raj � � oN n
I V„n =97 mph,V0,d=75 mph J m m o
Exposure'C', Open Building w/GC .= 0 L Q Q t
I Component&Cladding Ultimate nd Pressures: See ROOF PLAN on this sheet. LL LL 0
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II I SEISMIC `1 ��`
I IE= 1.0 VJ)
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- TOP OF EXISTING SLAB Ss= 0.852, SI=0.392 7 l N j__ r O
Site Class D Y .�
SDs= 0.658, SDI=0.499 N0 X '
Seismic Design Category D O (� LL m
Equivalent Lateral Force Procedure ' ^ XO D E
�Q Cantilevered Column Systems-Ste I ordinary cantilever column system v J oo Y Uj
1 m m 1 Dm l m I N A R= 1.25, Cs= 0.526, p= 1.3,V=4,600# O
I I c N SECTION • •
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LU METAL ROOFING NOTES: ■ ■
I I a a a a CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL (n J N E
I I PRIOR TO INSTALLATION. A Of Z w o O
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S-2 I S-2 F-2L S-2 S-2 METAL ROOFING SHOULD BE STORED INDOORS OR WHEN O F O 0 N
STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH V U) 0 uo
FINISHED FACE UP AND SLOPED TO DRAIN. > Q Q o
EC-2 SC-1 EC-2 CC-11 Q Ib o Q
ATU)
DURING INSTALLATION,ALL METAL SHAVINGS MUST BE 00 c1 REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS. ■ ■ 3
16'-0"OUT/OUT OF ROOF O I n I Q E 0 3
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FRAMING PLAN I ' ' o W �
SCALE: 1/4"= V-0" I O I I (n LU
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HARDWARE PARTS LIST I I ■ ■
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Q"A"m A°,01-H HARDWARE DESCRIPTION PART NO. REMARKS I I OO I I
16 L 3/4"0 x 1 1/2" BOLT H325G 075 0150
8 L 3/4"0 x 9 1/2" BOLT H325G 075 0950 I I I
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16 A 3/4"0 HEX NUT HN325G 075-10 I l O l
8 L 3/4"0 HEX NUT HN325G 075-10 I I
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16 L 4 1/2"SQ. COVERPLATE ASSEMBLY CPA-1 1
13
24 L 1"0 x 42"(F1554 GR. 36)THREADED ROD N.I.C., HDG PROJ.NO.:
24 L 1/4"x 3"SQ. WASHER N.I.C., HDG 20-077-A
96 L 1"0 HEX NUT A563A(ANCHOR&LEVELING) N.I.C., HDG LCp
- - DRAWN: DPP 5-11-20
M CHICD: JCS 5-18-20
ROOF PLAN DESIGN CERTIFICATION FOR: REV 1: TJE 5-26-20
a = 3'-0" BUILDING SIZE: 16'x 46' `h��P�N IN OFF19 REV z.
O
ULTIMATE PRESSURES FOR COMPONENTS & CLADDING BUILDING LOCATION: TIGARD, OR 15 /0 REV 3:
THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE f REV 4:
ZONE PRESSURE SUCTION BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID SHOP DWG NO
ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS 13484R1
1 24.4 PSF 22.6 PSF OREGON
ARE FURNISHED BY RCP SHELTERS, INC.AND ONLY IF ,0oy 1 � EEC Joe No.: 13484 R
2 36.7 PSF 34.2 PSF MATERIALS ARE PAID FOR IN FULL.
'�qs J1 SHEET NO.:
3 48.9 PSF 60.6 PSF IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT EXPIRES 12-31-�_
MADE IN FULL,THEN CERTIFICATION BECOMES NULL&VOID. 5/26/2020 1 OF 4
CONCRETE NOTES: THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
1. Footings are to bear on undisturbed, natural soil or engineered fill and to be compacted to 95% Proctor density. COPIED,OR REPRODUCED WITHOUT
2. Concrete foundation, re-bar, leveling nuts, grout&anchor bolts(if required) are N.I.C. THEIR EXPRESSED WRITTEN PERMISSION.
3. All concrete reinforcing steel to be grade 60, deformed bars.
4. F',of concrete to be 4500 psi @ 28 days.
5. All concrete work to be in accordance w/latest ACI code.
6. Allowable soil bearing pressures: 2500 psf vertical bearing, 250 pcf passive lateral bearing per Geotechnical Report dated
6-28-2017.
7. Leveling nuts have been shown under column base plate.Adjust leveling nuts as required to ensure all column bases are
FDN-2 at the same elevation. Fill void between column base plate and top of foundation with non-shrink grout.
8. Grout shall be non-shrink, non-metallic, factory pre-mixed grout in accordance with ASTM C1107 with F'c of not less than
9,000 psi. V
9. Reinforcement shall be securely held in place while placing concrete. If required,additional bars, stirrups or chairs shall be
provided to furnish support for bars. ' J
10.Concrete slab/sidewalk is by others. Concrete slab/sidewalk shall provide lateral constraint to the footings at ground O
level. The footings have been designed using Building Code Equation 18-3. O
FTG. &COL. � FTG. &COL. ELECTRICAL CONDUIT NOTE:
U =
If electrical access is required; install conduit in foundation and align with access hole in column base plate. Coordinate with /l�`I (�
1 electrical contractor.
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TOP OF EXISTING SLAB TOP OF EXISTING SLAB
FDN-1 #3 HORIZONTAL TIES AT COL. C.L. #3 HORIZONTAL TIES AT COL. C.L.
@ 14"O.C. MAX. PLAN @ 14"O.C. MAX. PLAN w
EXCEPT AS NOTED. EXCEPT AS NOTED. Q
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BOT. OF BASE PL. ¢ BOT. OF BASE PL. J
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- - - - ---� - I- COLUMN FOUNDATION DETAIL FDN-2
@ END FRAMES
3"CLEAR
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OLUMNE REACTIONS:
COLUMN FOUNDATION DETAIL FDN-1 310#
PROD.NO.:
CENTER FRAME 6WL)= 6,950# 20-077-A
L UPLIFT =-40# DRAWN DPP 5-11-20
COLUMN BASE REA]2,000#
1 CHK'D: JCS 5-18-20
�-- HDL+o.rE= 1,380#
F7 VDL+sL= 10,750# M - 52,100#-ft D PRopFs Rev 1 TJE 5-26-20
O.T.DL+3/d(SL+0.6'WL)-
4 NGIN
VDL+3/4(SL+0.6'WL) - 1 h E IN /O REV 3:
15
REV 4:
Vos DL+os wL LIPLIFT
SHOP DWG NO.: 134$4112
y HDL+0.7'E= 1,700# Js�� EEC JOB NO.: 134$4 R
YY OREGON
Q Og-11-2009 Cj
// qs J E�\O( SHEET NO.:
C` MO.T.DL+3/4(SL+0.6`WL)-94,000#-ft EXPIRES 12-31-
5/26/20200
2 OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED,OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
SIDE PLATE @ F.S. _----
END PLATE-A ___----
CENTER ON END OF TUBE ___--
�„TUBE
12 Oq
s-1 _-- - _ - - ---- - __----- J
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END PLATE-B
CENTER ON END OF TUBE
45° -__ - — -0� TUBEB HS$ 16x8x318 ---- ___---- --_ _ N
60° 13/16"0 HOLES ------ ___ - --- ---- - SIDE PLATE @ N.S. S 2 �/OI� -j O
CD 0 0
S-1 ---- -___--
-TUBE CR ONQ( TYP. @ TOP OF PLATE -- �F 0
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PLA - --� � - Cfl
BACKER PLATE
HOLES IN BACKER PLATE&TUBE TO BE
DRILLED AFTER COMPLETION OF WELDS
---� - KS TUBECR.HSS16x8x318 ---------_ -
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1 5/8"0 HOLES AT F.S. ONLY IN F-21-
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1 -TUBE-B m m m O
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j FRAME F-2R/L ARE IDENTICAL TO FRAME F-1, U J p Lo N
EXCEPT AS NOTED. SEE FRAME F-1 ON THIS 5; Z I N
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i PLAN 4"0 ACCESS HOLE ---
IN TOP OF TUBE
PROJ NO.:
20-077-A
O DRAWN DPP 5-11-20
HSS 7 x 5 x 3/16 MK-3 CHKD JCS 5-18-20
---------------------------------------
-------- O CENTER ON END OF TUBE
OO REV 2 TJE 5-26-20
FAB. SAME AS
S 1 OPP. END S-2 \g���EN INOF't-'o REvz
21'-916"TUBE LENGTH 15 REV 3
CONN S-1 4-req'd. CONN S-2 8-req'd. REV
SHOP DWG No.: 13484R3
BEAM B-1 8-req'd. _11 EEC JOB NO.
2 - CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY 1 - CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY 09 OREGON 13484 R
2 - 3/4"0 x 9 1/2" BOLT 2 - 3/4"0 x 1 1/2" BOLT(WITHOUT NUT)
� 200
o J SHEET NO.:
2- 3/4"0 HEX NUT
EXPIRES 12-31- 27
5/26/2020 OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED.OR REPRODUCED WITHOUT
NOTES:ERECTOR
THEIR EXPRESSED WRITTEN PERMISSION.
1 BEFORE ATTACHING COVERPLATE BACKER PLATE FACE THE COVER PLATEMBLY, MAKE SURE THAT THE NUBS ON THE LAp SCRENS @ C RR
B.
OF EVERY OTHER 2
2. LOCK NUT IS PRESET IN SHOP, BUT CAN BE RE-ADJUSTED IN FIELD TO PROVIDE THE 4
NECESSARY TENSION IN SPRING TO OBTAIN ADEQUATE FRICTION BETWEEN PLATE LAP SCREWS
&BEAM FOR ERECTION. @ 12" O.C.
3. PLACE COVERPLATE ASSEMBLIES ON TUBES CAREFULLY SO AS TO NOT SCRATCH METp,L ROOF PANELS
THE PAINT ON TUBE.
J
4. ERECTION OF COVERPLATE ASSEMBLY: COVERPLATE ASSEMBLY
A. PUT ONE END OF BACKER PLATE THRU ACCESS HOLE AND BEHIND TUBE O
WALL. CPA-1 r , _
B. SHIFT ASSEMBLY TO ONE SIDE ONLY ACCESS HOLE SO THAT THE OTHER END V
OF THE BACKER PLATE CAN SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE /��'
WALL. SUGGEST HOLDING A THIN PIECE OF CARDBOARD OR SIMILAR ` V (n of
MATERIAL AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING O W O
COVERPLATE BACK AND FORTH INTO POSITION. CAP
C. POSITION ASSEMBLY SO THAT IT IS PARALLEL WITH TUBE AND NUBS ON METAL ENO /�I J -�
NEAR VERTICALSIS POSSIBLE.
T
BACKER PLATE IT 1j4„0 HOLES E ACCESS HOLE W/BACKER PLATE ORIENTED AS WEEP AT 12” O-C'IN END CAPS (o 77 q1t 0
C_C10r��
5. CAULK ALL AROUND COVERPLATE WITH A BEAD OF CLEAR SILICONE CAULK AFTER METAL END CAP cFr lr-- G r�V
COVERPLATE IS PROPERLY POSITIONED.
16,-0" V,
2"
11 Q
DECK EDGE DETAILS
INSTALLER NOTES
SECTION B
1. INSTALLER TO ATTACH DOWNSPOUT TO
GUTTER STRAP @ T-0"O.C. STRUCTURE AS REQ.'D(2-PROVIDED). GUTTER 4
(HIGH RIB). THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
1/4-14x7/8" LONG LIFE 1"
FASTENER WITH WASHERNv I
(3 PER STRAP) SELF-DRILLING SCREW SPECIFICATIONS: W
DOWNSPOUT j DECK SCREW=#12-24x1 1/4 IMPAX 4.5, 5/16" HEX HEAD N Q -�
MEGA-RIB DECK - LAP SCREW= 1/4-14x7/8 IMPAX LAP, 5/16" HEX HEAD 0 = Q
ELBOW I E
1/4-14x7/8" LONG LIFE 0) U U o N
FASTENER WITH WASHER
EAVE BEAM j I MEGA-RIB PREFINISHED c m m (VO
I I DECK SCREWS ROOF PANELS LAP SCREWS @ 20"O.0 MAXIMUM. LL Q Q L
4"EAVE GUTTER j I EACH SIDE OF RIBS MASTIC TAPE BETWEEN PANELS. LL LL N d
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ELBOW i ELEV. VIEW T
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PAINTED HEAD TO #12-24x1 1/2 SD5 PANCAKE HEAD j 2-REQ'D. a
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4 DOWNSPOUT TO TIE INTO
UNDERGROUND STORM DRAIN
43D POP RIVETS
DOWNSPOUT DETAIL (2-REQ'D.) AT ENDS OF BUILDING 24"
_--------------------------
GUTTER
_GUTTER SYSTEM MARERIAL LIST - --- ----------- --- ------ ---- �a
APLAN
QUA"TiT* ITEM DESCRIPTION REMARKS McELROY PART# 1PROJ.NO4 4" EAVE GUTTER 14'-3"CUT TO LENGTH IN FIELD MG-G4 11'-6"@ EC-1 SIDE Nil 2 DOWNSPOUT(3"x 4") 14'-3"CUT TO LENGTH IN FIELD BBPPS 20-077-A
2 LINES BUTYL SEALANT 2 DOWNSPOUT OUTLET BOX FOR 3"x 4" DOWNSPOUT BBPOUT(ALUMINUM) 8'-08"@ EC-2 1/4"0 WEEP HOLES DRAWN:
6 DOWNSPOUT ELBOW(3"x 4") BBPELA DPP 5-11-20
AT 12"O. C.
6 DOWNSPOUT STRAP 10"LONG BBPDSS CHK'D: JCS 5-18-20
16 GUTTER STRAP 6" LONG MS-GS ATTACH SEAM CAPS(SC) ELEV
2 GUTTER END CAP MGEC OVER END CAP(EC) BUTT
SPLICES w/(2) LAP SCREWS. REV 1:
SCREWS with WASHERS 1/4-14x7/8" LONG LIFE FASTENER METAL DECK END CAP EC-1 �tiOPROFF REV 2:
I @ SCREWS(@ DOWNSPOUT STRAP) 1/2"LONG HEX HEAD SHEET METAL SCREW SEAM CAP SC-1 y�`� ENGIN Ss,
PANCAKE HEAD SCREW #12-24x1 1/2 SD5 PANCAKE HEAD 5-REQ'D. 4-REQ'D. 15 REV 3:
I 43D POP RIVETS REV 4:
L
BUTYL SEALANT METAL DECK END CAP EC-2
srloP DWG No.: 13484R4
OREGON EEC JOB NO.: 13484R
4-REQ'D. 09.11-zoo1
GUTTER LAP SPLICE °y4S j SHEET NO.:
SEE McELROY METAL GUTTER INSTALLATION MANUAL
FOR ADDITIONAL INFORMATION IF REQUIRED. IEXPIRES 12-31--Ll—
5/26/2020 4 OF 4
CD rIFECEIVED
— - — — _ - JUIJ 0 8 2020
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BUILDING DMSiCPJ
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USA
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