HomeMy WebLinkAboutKrusen Field RdTYPICAL DECK LAY-UP
1. START LAYING DECK AT CORNER W/ TONGUES
OUTWARD IN DIRECTION OF LAYING.
2. DRIVE COURSES TIGHT W/ BLOCKING.
3. ATTACH DECKING PER DETAILS ON SHEET 5.
DECK PLAN AT CORNERS
FASCIA NOTES:
1. ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.
2. SEE DETAIL A FOR SPLICE DETAIL.
3. ATTACH FASCIA WITH 10d HDG CASING NAILS:
a. TO 2x4 NAILER - 24" O.C.
b. TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD
c. AT CORNERS - 2 NAILS EACH DIRECTION
d. OTHER LOCATIONS - 24" O.C. TO ROOF DECKING
2 x 4 NAILER
A. MITER ALL SPLICES
B. NAIL SPLICES TOGETHER WITH (2) 10d HDG CASING NAILS, DRIVE
NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA.
6-0" MIN. TO Z-0" MIN.
ROOF CORNER FASCIA SPLICE
NAILER SPLICE
! --- ---- --- —1
DETAIL A
(2)-16d PER DECK BOARD
FASCIA --' V/
SECTION
FASCIA
\.-- NAILER
DECKING
METAL DECK
NOT SHOWN
HOOD DECK
NAILER
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ROOF DECK SUPPLIER TO PROVIDE A \
UNIVERSAL HIP/RIDGE CAP. SEE DECK
DETAIL FOR ATTACHMENT. I
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DECKING.
SEE EAVE DETAIL ON
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24'-0" OUT/OUT FASCIA
FRAMING PLAN
SCALE: 1 /4" = V-0"
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DESIGN CRITERIA:
CONTRACT NOTE:
2010 Florida Building Code
Reference accepted proposal and/or executed contract for identification of items furnished by RCP Shelters, Inc. Any item
Type of Construction: Type III-B
not specifically included shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in
Occupancy Classification: Assembly A-3
contract).
Building Occupancy Category II
Mean Roof Height = 10'-0"
SOLID TIMBER SPECIFICATIONS
Building Volume = 10,000 ft3
2 x 4 Nailer ----------- #1 SYP, S4S, KD, Seal
No. of Occupants = 150 (7 ft2 per person)
2 x 6 Fascia ---------- #1 SYP, S4S, KD, PENTA TYPE C 0.3 pcf, Seal.
2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1 S, KD, Seal.
ROOF DL
Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.
Metal Roofing & Felt 1.2 psf
Nom. 2" T&G Deck 4.6
STEEL & HARDWARE SHOP NOTES:
Misc. 1.2
1. All steel plate to be ASTM A36.
Total = 7.0 psf + weight of framing
2. Steel tubes to be ASTM A500 Grade B, Fy=46ksi.
3. Steel pipes to be ASTM A500 Grade B, Fy=42ksi.
FLOOR LL
4. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full
L = 100 psf
strength of all component parts.
5. All bolts to be ASTM A325. Exception: Anchor bolts and all bolts smaller than 1 /2"0 to be A307.
ROOF LL
6. All holes in steel to be 13/16"0 unless noted otherwise.
Lr = 20 psf
7. All fabricated steel to be hot -dipped galvanized
8. Hardware (bolts, nuts, washers, etc.) to be furnished black unless noted to be hot -dipped galvanized. Shop to verify hole
WIND LOAD
tolerances and tolerances of threaded parts for compatibility of the galvanized parts only.
Risk Category II
Vult = 140 mph, Vasd = 109 mph
ERECTION NOTES:
Exposure 'C', Open Building w/ GC I = 0
Component & Cladding Wind Presgu' res: See this sheet
All steel members must be properly braced until the complete structural system has been constructed. Correction of minor
drift be legitimate
misfits and a reasonable amount of reaming or alignment with pins will considered a expense of erection.
In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up
of parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the
method of correction.
Bolts through slotted holes in steel are to be left finger tight only to allow for future movement. Other bolts are to be snug
tight. Torque measurement is not required.
NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to
adjoin another structure, or if other modifications are to be made, the structure must be re -engineered prior to these
modifications (by others).
�
METAL ROOFING NOTES:
CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL
PRIOR TO INSTALLATION.
METAL ROOFING SHOULD BE STORED INDOORS OR WHEN
STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH
FINISHED FACE UP AND SLOPED TO DRAIN.
DURING INSTALLATION, ALL METAL SHAVINGS MUST BE
REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS.
HARDWARE PARTS LIST
QUANTITY
LOOSE
ATTACH
HARDWARE DESCRIPTION
PART NO.
REMARKS
12
L
1/2"0 x 2" BOLT
H325P 050 0200
16
L
1/2"0 x 3" BOLT
H325P 050 0300
12
L
1/2"0 x 7 1/2" BOLT
H325P 050 0750
8
L
3/4"0 x 8" BOLT
H325P 075 0800
6
L
3/4"0 x 8 1/2" BOLT
H325P 075 0850
12
L
1/2"0 HEX NUT
HN325P 050-13
28
A
1/2"0 HEX NUT
HN325P 050-13
14
L
3/4"0 HEX NUT
HN325P 075-10
16
L
4 1/2" SQ. COVERPLATE ASSEMBLY
CPA-1
GALV.
14
L
5 1/2" SQ. COVERPLATE ASSEMBLY
CPA-3
GALV.
24
L
3/4"0 x 24" (A307) ANCHOR BOLT
N.I.C.
24
L
1/4" x 3" SQ. WASHER
N.I.C.
48
L
3/4"0 HEX NUT (ANCHOR & LEVELING)
N.I.C.
L
10d NAIL
N.I.C.
L
16d NAIL
N.I.C.
1200
L
1/4"-20 x 3" THREAD CUTTING SCREW
HTCSF 025 0300 1
#1
COL_ 7 7
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ROOF PLAN
a = 3'-0"
ULTIMATE DESIGN PRESSURES FOR COMPONENTS & CLADDING
ZONE
PRESSURE
SUCTION
2
63 PSF
58 PSF
3
81 PSF
75 PSF
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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UNLOADING, HANDLING & STORAGE OF DECKING (0 J W
DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE N = W
INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON -MARRING SLINGS. IF STORED TEMPORARILY, DECK SHOULD BE w W
PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND. IF WOOD DECKING IS WET &/OR STAINED, CONTACT RCP SHELTERS AND DO NOT INSTALL DECK. ■ ■
IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES.
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Daniel P :°�
PROJ. NO.:
Seymour 14-221-A
Daniel P. Seymour, P.E.
2014.1 2.23 Enterprise Engineering Consultants, LTD.
710 French Street °� CJT 12-18-14
07:46:37 -061001 Peshtigo, WI 54157 CHK'D: DPP 12-19-14
FL Corp. Certificate No.: F00000005724
FL PE. NO.: 71972
DESIGN CERTIFICATION FOR. REV 1:
BUILDING SIZE: 24' x 44' ``0%J11uts�j'�'
REV 2:
BUILDING LOCATION: ZEPHYRHILLS, FL ,�� �� E"sF�'0 e" REV 3:
THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE REV 4:
` �No. PE71872� '
BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID* c SHOP DWG NO.: 10722R1
ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS =-W )W,
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ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF %\ STATE IF ) EEC JOB NO.: 10722 R V
MATERIALS ARE PAID FOR IN FULL. lo ;P `��OR►� W" �.`�
.4 ............. ��``�� SHEET NO.:
IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT OF 6
MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.
(6)-#5 VERT. REBA
1ORIZ. TIES @
O.C. MAX.
(6)-#5 VERT. REBARS
PLAN
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12" MAX., 1" MIN.
LEVELING NUTS
NON -SHRINK GROUT
3/4"0 x 24" A307 A.B.'S W/ 1/4" x 3"
SQUARE WASHER (W/ 13/16"0 HOLE O.C.)
TACK WELDED TO HEAD
3" CLEAR
2'-6"0
COLUMN FOUNDATION DETAIL @ C-2
(TYP. 2 LOCATIONS)
COLUMN BASE REACTIONS:
fVD+3/4(L+0.6W) = 6,600#
+ V0.6'DL+0.6 UPLIFT =-1,620#
1 HD+asw = 1,300#
9/16"0 HOLES IN
BOTTOM FACE Of
TUBE
EP000008x06A00.1196
CENTER ON END TUBE
FTG. & COL.
4" 1 4"
PLAN
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10" O.C. MAX.
11" MAX., 1" MIN.
LEVELING NUTS
NON -SHRINK GROUT
3/4"0 x 24" A307 A.B.'S W/ 1/4" x 3"
SQUARE WASHER (W/ 13/16"0 HOLE O.C.)
TACK WELDED TO HEAD
ih
3" CLEAR
COLUMN FOUNDATION DETAIL @ C-1
(TYP. 4 LOCATIONS)
BEAM B-1 4-req'd.
COLUMN BASE REACTIONS:
1 VD+3/4(L+0.6W) - 7,700#
jV0.6'DL+0.6 UPLIFT =-1,920#
HD+0.6w = 800#
CCMO.T. D+0.6W = 6,900#-ft
SEE COLUMN FOUNDATION
DETAILS ON THIS SHEET.
CONCRETE NOTES:
1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on undisturbed,
natural soil or engineered fill. Both are to be compacted to 95% Proctor density.
2. Prepare slab with min. 8" compacted sand, gravel, or crushed rock.
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
mesh admixture (min. 1.5#/c.y., fibrillated polypropylene).
4. Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with 244 continuous rebars. Lap splices min. 24".
5. In locations subject to frost, install isolation joint, max. 1/8" wide, around column piers using diamond or circular layout.
Wire mesh shall be interrupted at isolation joints.
6. Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c.
7. 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.
8. Concrete slabs in enclosed areas are to have positive drainage to floor drains and have a troweled finish.
9. Concrete slab, foundation, re -bar, wire mesh, leveling nuts, grout & anchor bolts (if required) are N.I.C.
10. All concrete reinforcing steel to be grade 60, deformed bars.
11. F'c of concrete to be 3000 psi @ 28 days.
12. All concrete work to be in accordance w/ latest ACI code.
13. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 psf passive lateral bearing. It is the Owner's
responsibility to verify that the allowable soil bearing values at the site meet or exceed these assumed values. If the actual
values are lower than the assumed values, the foundations must be redesigned (N.I.C.).
_________ ___ __ ______________ ______
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I
21'-6" C/C OF COLUMNS & PIERS
1'-11"
ALL DIMEN;
OFF OF THI
OWNER TO
264" OUT/OUT OF SLAB
TO CONSTI
B040408x06A01.0000
FOUNDATION PLAN
SCALE: 1/4" = V-0"
'IONS SHOWN SPRINGING
SLAB EDGE ARE MINIMUMS.
DETERMINE SLAB SIZE PRIOR
;UCTION.
Daniel P. Seymour, P.E.
Enterprise Engineering Consultants, LTD.
710 French Street
Peshtigo, WI 54157
FL Corp. Certificate No.: F00000005724
FL PE. NO.: 71972
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* :I No. PE71972 J* 's
STATE OF4
NAL00�.�``�.
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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PROJ. NO.:
14-221-A
DRAWN: CJT 12-18-14 1
I CHK'D: DPP 12-19-14 1
REV 1:
REV 2:
REV 3:
REV 4:
SHOP DWG NO.: 10722R2
EEC JOB NO.: 10722 R V
SHEET NO
2 OF
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
1 THEIR EXPRESSED WRITTEN PERMISSION.
TN000006xO4A00.6250
CENTER ON END OF TUBE qUX p�q
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QFSAMEFABAS
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BEAM B-2R 2-REQ'D AS SHOWN 10'-2 6" TUBE LENGTH
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PROJ. NO.:
BOTTOM PLATSYMM. ABOUT � Y
END PLATE S-6 ENTER ON Enterprise Engineering Consultants, LTD. DRAWN: OF FRAME F-1 1-req d Daniel P. Seymour, P.E. 14-2 -A
C
CENTER ON END OF TUBE. CONSISTS OF: 710 French Street CJT 12-18-14
Peshtigo, WI 54157 CHK'D: DPP 12-19-14
2 - TUBE A FL Corp. Certificate No.: FOOOOOOO5724
I 2 -BOTTOM PLATE, FR000408x06A00.3750 2 - BACKER PLATE, FR000408xO6A00.2500 FL PE. NO.: 71972
2 - STIFFENER PLATE, FR0004O8xO6CO0.2500 REV 1:
11'-10"
2 - END PLATE, EP000008xO6A00.1196
REV 2:
�t
23'-8" OUT/OUT OF TUBES ♦♦�` �. us.�" REV 3:
�� �OG'�,;
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z * _ No. PE71972 I*
_ - SHOP DWG NO.:
10722R3
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STATE OF EEC JOB NO.: 10722 R V
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s'�NAL G�Ci♦♦♦ SHEET NO.:
►11 V
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THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
I / THEIR EXPRESSED WRITTEN PERMISSION,
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2 - CPA-3 5 1/2" SQUARE COVERPLATE ASSEMBLY 2 - CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY 2 - CPA-3 5 1/2" SQUARE COVERPLATE ASSEMBLY ry 0 E2
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CO N N S-3 4-req'd . CO N N S-4 2-req'd . BEAM B-6 2-req'd . ■■
2 - CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY 2 - CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY
2 - 1/2"0 x 7 1/2" BOLT 2 - 1/2"0 x 7 1/2" BOLT
2- 1/2"0 HEX NUT 2- 1/2"0 HEX NUT
ERECTOR NOTES:
1. BEFORE ATTACHING COVERPLATE ASSEMBLY, MAKE SURE THAT THE NUBS ON THE
BACKER PLATE FACE THE COVER PLATE.
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.
PROJ. NO.:
3. PLACE COVERPLATE ASSEMBLIES ON TUBES CAREFULLY SO AS TO NOT SCRATCH
THE PAINT ON TUBE.
4. ERECTION OF COVERPLATE ASSEMBLY:
A. PUT ONE END OF BACKER PLATE THRU ACCESS HOLE AND BEHIND TUBE
WALL.
B. SHIFT ASSEMBLY TO ONE SIDE ONLY ACCESS HOLE SO THAT THE OTHER END
Daniel P. Seymour, P.E.
Enterprise Engineering Consultants, LTD.
710 French Street
COVERPLATE ASSEMBLY Peshtigo, WI 54157
CPA-1 & CPA-3 FL Corp. Certificate No.: F00000005724
FL PE. NO.: 71972
14-221-A
DRAWN: CJT 12-18-14
cHK�D: DPP 12-19-14
REV 1:
OF THE BACKER PLATE CAN SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE
WALL. SUGGEST HOLDING A THIN PIECE OF CARDBOARD OR SIMILAR
MATERIAL AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING
COVERPLATE BACK AND FORTH INTO POSITION.
C. POSITION ASSEMBLY SO THAT IT IS PARALLEL WITH TUBE AND NUBS ON
BACKER PLATE SIT INSIDE THE ACCESS HOLE W/ BACKER PLATE ORIENTED AS
NEAR VERTICAL AS POSSIBLE._
5. CAULK ALL AROUND COVERPLATE WITH A BEAD OF CLEAR SILICONE CAULK AFTER
COVERPLATE IS PROPERLY POSITIONED.
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REV 2:
REV 3:
REV 4:
SHOP DWG NO.: 10722R4
EEC JOB NO.: 10722 R V
SHEET NO.:
4 OF
SEE TYPICAL WOOD DECK
ATTACHMENT NOTE
DECK SCREWS, 1 EACH
SIDE OF MAJOR RIBS.
OUTSIDE CLOSURE WITH TAPE
SEALANT TOP & BOTTOM. --\
ROOF DECK
ROOF RIDGE CAP
MAX -RIB PREFINISHED
ROOF PANELS OVER
ROOFING FELT.
DECK DETAIL a@ RIDGE
METAL DECK END CAP
(SEE EC-1)
DECK SCREWS, 1 EACH
SIDE OF MAJOR RIBS. -
SEE TYPICAL WOOD DECK
ATTACHMENT NOTE -�
ROOF DECK
ROOF HIP CAP
CAULK JOINT IN
FIELD BY OTHERS
MAX -RIB PREFINISHED
ROOF PANELS OVER
_ ROOFING FELT.
DECK DETAIL @ HIP BEAM
SECTION LOOKING UP HIP BEAM
/ 2" 2"
NS, 2" ON
)F MAJOR RIBS
SECTION THRU ROOFING PANEL @ EAVE
(METAL DECK ATTACHMENT ALONG HIP LINE IS SAME AS AT THIS SECTION) \ \
DECK SCREWS, 2" ON EACH SIDE OF RIBS @ \
SPLICES. 2" ON ONE SIDE OF INTERMEDIATE \\\
RIBS, LINES OF SCREWS TO BE 24" O.C. 1
r
MAX -RIB PREFINISHED ROOF
PANELS OVER ROOFING FELT
AL
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ROOFDECK
36" COVERAGE n,
SECTION THRU ROOFING PANEL @ INTERIOR
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9" RIDGE CAP
24 GA. 24 GA.
75 LN. FT. REQUIRED 24 LN. FT. REQUIRED
INSTALLATION: INSTALLATION:
FASTEN HIP CAP TO EACH ROOFING PANEL AT FASTEN RIDGE CAP TO EACH ROOFING PANEL AT
HIGH RIB. (1) LAP SCREW PER RIB, PER SIDE. HIGH RIB. (1) LAP SCREW PER RIB, PER SIDE.
THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
SEE T!7ze
DECK NOTE
64„
DECK ATTACHMENT @ BEAM
TYPICAL WOOD DECK ATTACHMENT NOTE
ATTACH EACH PIECE OF DECK TO EACH SUPPORT WITH (2) J"-20 x 3" SELF -DRILLING
SCREWS. DRILL PILOT HOLES AS REQ'D.
ALTERNATE FASTENERS ALLOWED:
1. HILTI X-U 52 (2" LONG) FASTENERS.
2. RAMSET 1514 (2" LONG) FASTENERS.
FASTENERS MUST BE INSTALLED WITH A MANUFACTURER APPROVED FASTENING TOOL.
FASTENERS MUST PENETRATE TOP WALL OF TUBES.
SELF -DRILLING SCREW SPECIFICATIONS:
LAP SCREW = 1/4-14x7/8 IMPAX LAP, 5/16" HEX HEAD
DECK SCREW = 9-15x1 WOODGRIP HWH SHARP POINT
FIELD TRIM ENDS
AS REQ'D.
ELEV
METAL DECK END CAP EC-1
24 GAUGE 16-REQ'D
8
SIDE
57 PIECES @ 62" = 32'-04"
11'-1016" 20'-0" 11'-1016"
43'-98"
TRUE WOOD ROOF DECK PLAN 2-REQ'D
SCALE: 1/8" = V-0"
44'-1g
12'-0 6„ 12'-0 6"
20'-0"
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131-0"
IT-01"
" --6
[3'4"'
3'-0"
3'-0"
3'-0"
3'-0"
T-0"
T-0"
T-0"
TRUE METAL ROOF DECK PLAN 2-REQ'D
MAX -RIB PREFINISHED
ROOF PANELS
DECK SCREW
A"
INSIDE CLOSURE WITH TAPE
SEALANT TOP & BOTTOM. -
EAVE TRIM
DECK SCREWS /
@24"O.C.
FASCIA
i
SCALE: 1/8" = V-0"
ROOFING FELT
FLOOF O
NAILER
EAVE DETAIL
DECK CUT AT HIP LINE IS USED 22 PIECES @ 64 = 12'-4"'
OPPOSITE HAND IN ADJACENT BAY.
REVERSE DIRECTION OF LAY-UP.
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11'-10 g' 11'-10 6"
23'-91'
8
TRUE WOOD ROOF DECK PLAN 2-REQ'D
SCALE: 1/8" = V-0"
24'-1 g'
12'-0 6"
12'-016"
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TRUE METAL ROOF DECK PLAN 2-REQ'D
SCALE: 1/8" = V-0"
ERECTOR TO FASTEN PEAK CAP @ SEAM
W/ 2 LAP SCREWS. APPLY MASTIC TAPE OR
CAULK FOR FULL LENGTH OF SEAM TO
ACHIEVE WATER TIGHT SEAL.
12
Q 4
ELEV.
ROOF PEAK CAP RP4
2 REQ'D.
ERECTOR NOTE:
CAULK AND ATTACH TO ROOF
PEAK WITH LAP SCREWS.
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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Daniel P. Seymour, P.E. 1 4-221 -A
Enterprise Engineering Consultants, LTD. DRAWN.
710 French Street CJT 12-18-14
Peshtigo, WI 54157 CHK'D: DPP 12-19-14
FL Corp. Certificate No.: F00000005724
FL PE. NO.: 71972
����.•v�CENSF•..,,OG�%
? �No. PE71972�_*
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STATE OF
REV 1:
REV 2:
REV 3:
REV 4:
SHOP DWG NO.: 10722R5
EEC JOB NO.: 10722 R V
SHEET NO.:
5 OF
THIS PRINT IS THE PROPERTY OF RCP
6A SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
v�
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CENTER ON END OF PIPE CAP PLATE
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SHOP NOTE: I I SHOP NOTE: I I
CENTERLINE OF CAP PLATE j CENTERLINE OF CAP PLATE
TO ALIGN WITH CENTERLINE I I TO ALIGN WITH CENTERLINE I I
OF BASE PLATE. I t OF BASE PLATE. I I
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6 -- -- -- 6 —I— -I-
COLUMN C-1 4-req'd. COLUMN C-2 2-req'd.
CONSISTS OF: CONSISTS OF:
1 -PIPE 1 -PIPE
4 - PLATE "A" 4 - PLATE "A" PROD. NO.:
1 - BASE PLATE, CL000006xDIA01.0000 1 - BASE PLATE, CL000006xDIA01.0000
1 - CAP PLATE, CL040406xD1B00.3750 1 - CAP PLATE, CL000406xDIB00.3750 14-221-A
Daniel P. Seymour, P.E.
Enterprise Engineering Consultants, LTD.
710 French Street DRAWN: CJT 12-18-14
Peshtigo, WI 54157 CHK'D: DPP 12-19-14
FL Corp. Certificate No.: FOOOOOOO5724
FL PE. NO.: 71972
REV 1:
1````��11ttIt1lNrrll,,�� REV 2:
Q• SF '�i
REV 3:
= Q ° REV 4:
a * ? No. PE71972
SHOP DWG NO.: 10722R6
STATE OF �� EEC JOB NO.: 10722 R V
� 0RIOP ���..
s ........,.,• � SHEET NO.:
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6 OF 6