HomeMy WebLinkAboutROOF PANEL LAYOUTS - 23-00669 - Tagg N Go - Car WashJOBSITE LEVELING OF ADJACENT MEMBERS MAY BE NECESSARY.
THIS IS ESPECIALLY IMPORTANT FOR SLABS THAT BECOME A
FINISHED CEILING. PRESTRESSING INTRODUCES A SLIGHT UPWARD
"BOW" OR CAMBER IN THE HOLLOWCORE. THIS OPERATION IS
TYPICALLY THE RESPONSIBILITY OF THE ERECTOR AND IS EXPECTED
WHEN A SMOOTH UNDER SURFACE IS IMPORTANT. IT IS SOMETIMES
POSSIBLE TO MINIMIZE DIFFERENCES BY SHIMMING UNDER THE ENDS
AT THE WALL.
GROUTING OF THE JOINTS OR "KEYWAYS" SHALL BE ACCOMPLISHED
IN A GOOD WORKMANLIKE MANNER USING PORTLAND CEMENT.
GROUT CONSISTS OF THREE PARTS CLEAN CONCRETE SAND AND AT
LEAST ONE PART PORTLAND CEMENT. MIXTURES SHALL BE OF A
CONSISTENCY THAT REQUIRES "RODDING" OR "TAMPING" INTO
PLACE. KEYWAYS SHALL BE TAMPED FULL FOR THE ENTIRE LENGTH
PRIOR TO POURING FLOOR TOPPING.
SLABS THAT DO NOT BEAR SQUARELY AND SMOOTHLY ON THE
BEARING WALLS SHALL BE PROVIDED WITH LEVEL BEARING BY
PACKING OR "POINTING" VOIDED SPACES WITH GROUT.
OPENING MAY BE CUT IN THE FIELD ONLY SO LONG AS NO
REINFORCING STRANDS ARE CUT. CONTACT TETON PRESTRESS
PRIOR TO FIELD CUTTING OF ANY OPENINGS.
TETON PRESTRESS CONCRETE ACCEPTS RESPONSIBILITY FOR
DESIGN OF THE PRESTRESS MEMBERS ONLY. DESIGN OF FOOTINGS,
CIP WALLS, BEAMS ETC SHALL BE THE RESPONSIBILITY OF THE
OWNER.
PANELS THAT ARE GREATER THAN 27'-0" IN LENGTH REQUIRE
TEMPORARY SHORING AT MID SPAN DURING PLACEMENT AND
CURING (7 DAY MINIMUM) OF TOPPING SLAB
WHERE NOTED: PANELS THAT HAVE BEVEL CUT ENDS REQUIRE
TEMPORARY SHORING AT END WITH BEVEL CUT DURING PLACEMENT
AND CURING (7 DAY MINIMUM) OF TOPPING SLAB
F1
RP1
(1) @ 3'-7"
RP2
RP6RP
5
RP9 RP10 RP10A RP11RP11 RP11A
RP4 RP6ARP6
RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP2 RP3 RP4 RP4 RP4 RP4A
(30) @ 4'0" = 120'-0"
12'-0"
135'-7"
123'-7"
20
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35
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15
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(1) @ 1'-7"(27) @ 4'-0" = 108'-0"(1) @ 4'-0"(2) @ 4'-0" = 8'-0"(3) @ 4'-0" = 12'-0"
133'-7"
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40
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17
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23
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RP6RP6BRP6 RP6RP4RP6RP6RP6CRP6RP6 RP6ERP6RP6DRP6RP6RP6RP6RP6RP6RP6RP6RP6 RP6 RP8RP7
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F1
F2
F7
F7 F5
F4
F4
F3
F6
F3
F1
F1
(4) R15 ACROSS PANEL (3) R15 ACROSS PANEL (2) R15 ACROSS PANEL (3) R15 ACROSS PANEL (4) R15 ACROSS PANEL
20'-0"
(4) R15 ACROSS PANEL (3) R15 ACROSS PANEL (2) R15 ACROSS PANEL (3) R15 ACROSS PANEL (4) R15 ACROSS PANEL
12'-10"3'-0"10'-6"1'-8"64'-10"3'-0"17'-0"3'-0"19'-2"
6'
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1
0
"
4'
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"
11
'
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"
1'
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8
"
12
'
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6
"
4'
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"
12
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"
3'
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"
SCALE:
ROOF PANEL LAYOUT
3/16" = 1'-0"
NORTH
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F1 DETAIL
REF: 203 NO SCALE
F2 DETAIL
REF: 204 NO SCALE
F3 DETAIL
REF: 201 NO SCALE
F4 DETAIL
REF: 202 NO SCALE
F5 DETAIL
REF: 205 NO SCALE 4" MIN
BEARINGCORE DAM
3" MIN
BEARING
3" MIN
BEARING
CORE DAM
CORE DAM
(1) 1/2"Ø HEADED STUDS
1/4" THICK STEEL PLATE
5"
4"
EP2 - EMBED PLATE
NO. REQUIRED -111
3/16 4"
EP2
EP2
CONT L4x4x1/4 ANGLE
R12 AT 12" O.C.
DRILL AND EPOXY
INTO WALL 6" WITH
SIMPSON SET-3G OR
AT-XP EPOXY
DEPENDING ON
TEMPERATURE
3/16 4"
EP2
EP2
CONT L4x4x1/4 ANGLE
4" MIN
BEARING
3/16 4"
EP2
EP2
CONT L4x4x1/4 ANGLE
CORE DAMN
DRILL AND EPOXY
INTO WALL 10" WITH
SIMPSON SET-3G
OR AT-XP EPOXY
DEPENDING ON
TEMPERATURE
R14 AT 48" O.C.
IN THE SAME
CELL AS R13
R13 AT 48" O.C.
STAGGERED
EACH DIRECTION
F6 DETAIL
REF: 206 NO SCALE
4" MIN
BEARING
3/16 4"
EP2
EP2
CONT L4x4x1/4 ANGLE
CORE DAMN
3/16 4"
EP2
EP2
CONT L4x4x1/4 ANGLE
4"
EP4
3/16 6"
CONT L5x5x3 8"
ANGLE LEDGER
F7 DETAIL
REF: 208 NO SCALE
R15 AT SPACING
SHOWN ON ROOF
LAYOUT
12
"
#5 R12
NO. REQUIRED -10
14
"
#4 R13
NO. REQUIRED -26
15"
36
"
#4 R14
NO. REQUIRED -26
10
"
#4 R15
NO. REQUIRED -180
10"
Xref .\XREFS (use only relative)\Seal - Everyone.dwg
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