HomeMy WebLinkAbout141FASTENING SCHEDULE
CONNECTION
FASTENING
LOCATION
BLOCKING BETWEEN TRUSSES/JOISTS TO TOP It
(3) - 8d COMMON
TOENAIL
TOP Ip TO 5TUD
(2) - Ibd COMMON
END NAIL
STUD TO BOTTOM IQ
(4) - 8d COMMON OR
TOENAIL OR
(2) - 16d COMMON
END NAIL
DOUBLE STUDS
Ibd @ 24'o c.
FACE NAIL
BUILT-UP CORNER STUDS
Ibd COMMON @ 24o.c.
FACE NAIL
DOUBLE TOP tis
Ibd @ 16'o c.
FACE NAIL
DOUBLE TOP Its - LAP SPLICE
(8) - Ibd COMMON
FACE NAIL ACROSS 7-0"
TOP Its. LAPS t INTERSECTIONS
(2) - Ibd COMMON
FACE NAIL
2 -PIECE HEADER
Ibd COMMON @ 16'o c.
FACE NAIL ALONG EDGE
BUILT-UP LVL BEAMS
PER MANUFACTURER
PER MANUFACTURER
CONTINUOUS HEADER TO STUD
(4) - 8d COMMON
TOENAIL
HEADER TO KING STUD
(4) - 8d COMMON
TOENAIL
NOTES:
-8d COMMON - 25" x 0.131'0 COMMON W112E NAIL MINIMUM.
-10d COMMON - 3.0' x 0.14870 COM40N WIRE NAIL MINIMUM.
-Ibd - 35" x 0.1350 NAIL MINIMUM.
-Ibd COMMON - 3.5' x 0.1670 COMMON WIRE NAIL MINIMUM.
-CONNECTIONS PER IBC TABLE 2304.9.1.
-BOX NAILS MAY BE 51B5TITUTED FOR COMMON NAILS. ALL OTHER NAIL SUBSTITUTIONS MUST FIRST BE
APPROVED BY ENGINEER.
-CONNECTIONS SHOWN IN THIS SCHEDULE ARE MINIMUMS. SEE PLANS t OTHER SCHEDULES FOR CONDITIONS
REQUIRING GREATER FASTENING.
WOOD SHEATHING SCHEDULE_
PANEL
NOMINAL PANEL
FASTENER
FASTENER
LOCATION
THICKNESS
SIZE & TYPE'
SPACING2
ROOF 5HEATHI
5/8' - 3/4'
8d COMMON WIRE OR
60-C. @ PANEL EDGES:
(TO FRAMING
ANCHOR SIZE
8d DEFOQP,ED 5~
12"o c. @ INT. SUPPORTS
WALL SHEATHING
1/7 t LESS
bd COMMON WIRE.
60.c. @ PANEL EDGES:
(TO FRAMING)
HDUB-SD525
bd BOX 012 bd CASING
17o c. @ INT. SUPPORTS
NOTES:
1 ALL NAIL SUBSTITUTIONS MUST FIRST BE APPROVED BY ENGINEER.
2CONNECTION5 SHOWN IN TH15 SCHEDULE ARE MINIMUMS. SEE PLANS E OTHER SCHEDULES FOR CONDITIONS
REQUIRING GREATER FASTENING.
3 SEE GENERIC DIAPHRAGM LAYOUT, DETAIL 6/ST406. FOR LAYOUT t CONSTRUCTION OF DIAPHRAGMS.
NOTE: AT ALL SHEAR WALLS SHOWN ON PLANS AND L15TED IN SHEAR WALL SCHEDULE, FOLLOW WALL
SHEATHING ATTACHMENT LISTED IN SHEAR WALL SCHEDULE ON THIS SHEET IN LIEU OF ATTACHMENT
SHOWN ON WALL TYPES SHEET AT300. AT ALL EXTERIOR WALLS NOT LABELED AS SHEAR WALLS, FOLLOW
WALL SHEATHING ATTACHMENT L15TED IN WOOD SHEATHING 5CHEDU.E ON TH15 SHEET. AT ALL OTHER
INTERIOR WALLS. FOLLOW WALL SHEATHING ATTACHMENT LISTED ON WALL TYPES SHEET AT300.
HOLDOWN SCHEDULE
FLOOR/LEVEL
SHEATHING &
CHORD STUD
FLOOR
BOTTOM PLATE
MARK
MODEL'
2x4 SPF STUD GQF�DE
2x4 5PF 5TUD GRAPE
REMARKS
12" WALL
PLACEMENT
FASTENERS
ANCHOR SIZE
ANCHORAGE
H-1
HTT4 TENSION TIE
(18) - Ibd x 2 1/2'
NAILS
5/8'0
THREADED ROD
SEE NOTE 2
H-2
HDUB-SD525
(20) - 1/4' x 2 1/7
7/870
SEE NOTE z
12"
HOLPOWN
5CREW5
THREADED ROD
8d COMMON WIRE NAIL?
H-3
HDU11-5DS25
(30) - 1/4' x 2 1/2'
I'm
SEE NOTE 2
12'
HOLDOWN
SCREWS
THREADED ROD
26' / 53"
1 ALL MODEL NUMBERS SHOWN ARE FROM SIMPSON. ANY 5LA56TITUTIONS MUST FIRST BE APPROVED
BY ARCHITECT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
2 ANCHOR HOLDOWN TO CONCRETE OR MASONRY PER DETAIL I/ST406.
SHEAR WALL SCHEDULE
FLOOR/LEVEL
SHEATHING &
NAIL & SPACING
BLOCKING
BOTTOM PLATE
MARK
2x6 SPF STUD GRADE
2x4 SPF STUD GQF�DE
2x4 5PF 5TUD GRAPE
2x4 SPF 5T1D5 @ 16'o.c. W/
12" WALL
PLACEMENT
(EDGKIELD)
REQUIREMENTS
ANCHORAGE
5W-11
1/70 EXPANSION BOLTS
8d COMMON WIRE NAIL?
(1) - 0.15Tm x 2 1/7 LONG
(1) - 0.15Tm x 2 1/7 LONG
TO CONCRETE OR BLOCK46 S
1/7 APA RATED 51-EATHING ON
EXTERIOR FACE OF STUD WALL
@ 6'o.C. / 12'o c.
HORIZ. BLOCKING @4
ALL PANEL EDGES
1/7m EXPAN51ON BOLTS
@ 37o.c. W/ 3 I/2' MIN.
12"
EMBEDMENT INTO CONCRETE
FASTENER @ 17o.c.
OR ONE 51PE OF INTERIOR WALL
8d COMMON WIRE NAIL?
21'/ 34"
CONCRETE EMBEDMENT
Swi`
15'
@ 4'o c. / 17o c.
12'
#5
5W -3A
ONE LAYER OF 5/6' DRYWALL
26' / 53"
26' / 53'
23'
21'
ON ONE SIDE OF STUD WALL
bd COOLER OR '
15"
I/2'0 EXPANSION BOLTS
61,/ 118"
43' / 99"
bd WALLBOARD NAIL.
UNBLOCKED
@ 32"o.c. W/ 3 1/7 MIN.
26"
22"
20"
ONE LAYER OF 5/8" DRYWALL
@ To.c. / "roc.
NOT PERMITTED
CONCRETE EMBEDMENT
'�
ON BOTH SIDES OF STUD WALL
41'
3T
37
5W -4A
ONE LAYER OF 5/8" DRYWALL
12" x 24' BLOCK COLUMN GROUTED SOLID W/ 3000 P51 GROUT t (4) - 114
18
ON ONE SIDE OF STUD WALL
6d COOLER OR
1/70 EXPAN51ON BOLTS
(4) - #5 VERTICAL BARS @ 19 PROVIDE FOR ROOF DRAIN
19 19
bd WALLBOARD NAIL.
UNBLOCKED
@ 37o.c. W/ 3 1/2' MIN,
L -SHAPED BLOCK PIER BELOW STUD WALL FRAMING) GROUTED SOLID W/
20
ONE LAYER OF 5/8' DRYWALL
Ill 4'o.c. / 4"o c.
21
CONCRETE EMBEDMENT
5W -4B
ON BOTH SIDES OF STUD WAIL
2x6 P.P.T. WOOD PLATE ANCHORED TO BOND BEAM @ TOP OF BLOCK WALL W/
1/270 EXPAN51ON BOLTS @ 32"o c. MAX. ANCHOR ROOF TRUSSES TO 2x8s W/
5W -5A
ONE LAYER OF 5/8' DRYWALL
23
4" STANDARD PIPE COLUMN.
24
ON ONE 51PE OF STUD WALL
bd COOLE12 OR �
bd WALLBOARD NAIL.
HIORIZ. BLOCKING @ 4
ALL PANEL EDGES
1/270 EXPAN51ON BOLTS
@ 32"o c. W/ 3 1/7 MIN.
PROVIDE ADDITIONAL FRAMING AS REQUIRED FOR ROOF TOP EQUIPMENT OPENINGS
LAYER OF 5/8" DRYWALL
@ 4"o c. / 4"o c.
t MOUNTING. PROVIDE GIRDER TRUSSES IF REOUIRED. G.C. TO COORDINATE.
CONCRETE EMBEDMENT
514-515ONE
ON BOTH SIDES OF STUD WALL
28
GROUT (3) - CELLS OF BLOCK WALL SOLID W/ 3000 PSI GROUT t (1) - #5
VERTICAL BAR EACH, DOWEL BARS INTO FOOTING W/ STANDARD HOOK. PROVIDE
t SEE DETAIL 4/5T406 FOR TYPICAL SHEAR WALL ELEVATION @ EXTERIOR WALLS.
2 GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR COMMON WIRE NAILS.
3 bd COOLER NAIL ■ 0.092" x 1 7/8' LONG. 1/4' HEAD, PER A5TM C 514: bd WALLBOARD NAIL - 0.0915' x 17/8' LONG. 19/64' HEAD.
bd NAILS MAY BE 5UB5TITUTED WITH 0.120' x 1 3/4' LONG NAILS W/ MIN. 3/8" HEAD, OR No. 6 TYPE 'S' OR W DRYWALL SCREWS 1 1/4' LONG.
4 PROVIDE EDGE FASTENING IN BOTH PANELS INTO HORIZONTAL BLOCKING.
SKILLED NURSING STUD WALL SCHEDULE t 2
FLOOR/LEVEL
EXTERIOR WALLS
CORRIDOR WALLS
OTHER LOAD BEARING
INTERIOR WALLS
NON-BEARING INTERIOR WALLS
LEVEL ONE
2x6 SPF STUD GRADE
2x4 SPF STUD GQF�DE
2x4 5PF 5TUD GRAPE
2x4 SPF 5T1D5 @ 16'o.c. W/
12" WALL
STUDS @ 16'o.c.
STUDS @ 12'0.C.
STUDS @ 12 o c.
BLOCKING A5 REQUIRED
BOTTOM It ANCHORAGE
1/70 EXPANSION BOLTS
(1) - 0.15Tm x 2 1/7 LONG
(1) - 0.15Tm x 2 1/7 LONG
(1) - 0.15Tm x 2 1/7 LONG
TO CONCRETE OR BLOCK46 S
@ 37o c. W/ 3 1/7 MIN.
POWDER -ACTUATED
POWOE12-ACTUATED
POWDER -ACTUATED
12"
EMBEDMENT INTO CONCRETE
FASTENER @ 17o.c.
FASTENER @ 12'o c.
FASTENER @ 16o4.
1 PROVIDE MID -HEIGHT BLOCKING FOR STUD WALLS GREATER THAN 10'-0" HIGH.
2 STUD SIZES LISTED IN THIS SCHEDULE ARE TYPICAL. UNLESS SHOWN OTHERWISE ON ARCHITECTURAL FLOOR PLANS t WALL TYPES SHEET AT300. PROVIDE SAYE SPECIES.
GRADE t SPACING A5 LISTED IN SCHEDULE ABOVE.
3 STUD SPACINGS LISTED IN THIS SCHEDULE ARE TYPICAL. UME55 NOTED OTHERWISE ON FRAMING PLANS. ALL 2x6 STUD WALLS TO HAVE STUDS 5PACED @ 16'o c.
4 PROVIDE P.P.T. BOTTOM t IN ALL WALLS BEARING ON BLOCK OR CONCRETE.
S STUD WALL ANCHORAGE TO CONCRETE L15TED IN THIS 5CHEDULE 15 TYPICAL. SEE SHEAR WALL PLANS t SCHEDULE F012 LOCATIONS REQUIRING GREATER ANCHORAGE.
COMMONS STUD WALL SCHEDULE"2'3
FLOOR/LEVEL
EXTERIOR WALLS
CORRIDOR WALLS
OTHER LOAD BEARING
INTERIOR WALLS
NON-BEARING INTERIOR WALLS
LEVEL ONE
2x6 5PF STUD GRADE
2x6 SPF STUD GRADE
2x6 SPF STUD GRADE
2x4 SPF STUDS @ 16'o c. W/
12" WALL
STUDS @ 16'04.
STUDS @ 16"o.C.
STUD5 @ Ibo.c.
BLOCKING A5 REQUIRED
BOTTOM q! ANCHORAGE
1/2'0 EXPAN51ON BOLTS
(1) - 0.15Tm x 2 1/7 LONG
(1) - 0.15Tm x 2 1/7 LONG
(1) - 0.15Tm x 2 1/7 LONG
TO CONCRETE OR BLOCK4 s
@ 37o.c. W/ 3 1/7 MIN.
POWDER -ACTUATED
POWDER -ACTUATED
PONDER -ACTUATED
12"
EMBEDMENT INTO CONCRETE
FASTENER @ 16o c.
FASTENER @ 16 o c.
FASTENER @ 16o c.
I PROVIDE MID -HEIGHT BLOCKING FOR STUD WALLS 10'-O" TO IZ-0' HIGH t TWO ROWS OF BLOCKING @ 1/3 POINTS OF STUD HEIGHT FOR WALLS GREATER THAN 17-0' HIGH.
s STUD SIZES L15TED IN TH15 5CHEDU.E ARE TYPICAL, LKLE55 SHOWN OTHERW15E ON ARCHITECTURAL FLOOR PLANS t WALL TYPES SHEET AT300. PROVIDE SAME SPECIES.
GRADE t SPACING A5 LISTED IN SCHEDULE ABOVE.
3 STUD SPACINGS LISTED IN THIS SCHEDULE ARE TYPICAL. UNLESS NOTED OTFERW15E ON FRAMING PLANS.
4 PROVIDE P.P.T. BOTTOM a IN ALL WALLS BEARING ON BLOCK OR CONCRETE.
S STUD WALL ANCHORAGE TO CONCRETE L15TED IN THIS SCHEDULE 15 TYPICAL. SEE 5HEAR WALL PLANS t SCHEDULE FOR LOCATIONS REQUIRING GREATER ANCHORAGE.
COMMONS & SKILLED NURSING MASONRY
WALL VERTICAL REINFORCING SCHEDULE
EXTERIOR INTERIOR LOAD INTERIOR NON -LOAD FIRE WALLS
WALLS I BEARING WALLS I BEARING WALLS
(1) - #5 BAR @ 487oc. W/ (1) - #5 BAR @ 487o4. W/ (1) - #5 BAR @ ALL CORNERS (1) - #5 BAR @ 247oc. W/
(1) - #5 BAR @ ALL CORNERS (1) - #5 BAR @ ALL CORNERS t SIDES OF OPENINGS. (1) - #5 BAR @ ALL CORNERS
t SIDES OF OPENINGS. t SIDES OF OPENINGS. t SIDES OF OPENINGS.
- ALL CONCRETE BLOCK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 PSI.
- ALL WALLS TO BE GROUTED SOLID @ VERTICAL REINFORCING W/ 3000 P51 GROUT.
- DOWEL ALL VERTICAL BARS INTO FOOTINGS W/ SAME SIZE STANDARD HOOK.
- PROVIDE 9 GAGE LADDER TYPE HORIZONTAL REINFORCING @ 16oc. (EVERY OTHER COURSE).
- PROVIDE CONTINUOUS BOND BEAM W/ (2) - #4 BARS AT TRUSS BEARING ELEVATION t TOP
OF ALL MA50NRY WALLS.
REBAR LAP SPLICE SCHEDULE
REBAR
MASONRY (MINIMUM)
TOP OF
FOOTING
ELEVATION
CAST
IN PLACE CONCRETE (MINIMUM)
E.W.
SIZE
6" WALL
8" WALL
10" WALL
12" WALL
2,500 PSI
3,000 PSI
4,000 PSI
5,000 PSI
6,000 PSI
#3
16' / 23'
16' / 19'
16 / 19'
16" / 19"
14'
13"
17
12'
12"
#4
21'/ 41"
21"/ 34"
21'/ 34"
21'/ 34"
19"
IT
15'
13'
12'
#5
37/63'
26" / 53'
26' / 53"
26' / 53'
23'
21'
16'
IT
15"
#6
61,/ 118"
43' / 99"
40'/ 99"
40" / 99"
28"
26"
22"
20"
16'
#7
NOT PERMITTED
b0' / 134'
46" / 134"
46' / 134'
41'
3T
37
29"
26'
-THE FIRST SPLICE LENGTH SHOWN FOR MA50NRY 15 FOR BARS PLACED IN THE CENTER OF THE WALL. THE SECOND SPLICE LENGTH 5HONN 15 FOR BARS
PLACED NEAR THE IN51DE FACE OF MA50NIZY WALLS RETAINING EARTH. MAINTAIN MINIMUM 1/4" CLEAR BETWEEN EDGE OF BAR AND INSIDE FACE OF FACE5HELL.
FOOTING SCHEDULE
MARK
SIZE
TOP OF
FOOTING
ELEVATION
BOTTOM REINFORCEMENT
REMARKS
E.W.
S.W.
L.W.
F- I
3'-0' x 3'-0' x 1'-0' DEEP
99-4
(3) - 45 BARS
4)4A
(2) - 2x 12s: (3) - 2x 12s @ e
SEE DETAIL 7/5T400
F-2
3'-0' x 3'-0' x I'-3' DEEP
98-0
(3) - #6 BARS
(2) - 1 3/4' x 11 1/4' LVL WOOD BEAMS: (3) - 11 1/4' LVL WOOD BEAMS @ 6A
5EE DETAIL 9/5T400
F-3
3'-0' x 4'-0' x 1'-0' DEEP
97-0
FRAME OUT TYPICAL OVERHANGS W/ 2x8s (OR SIMILAR) @ 24'o c. MAX.
(4) - #5 BAR5
(3) - #5 BARS
ROOF GIRDER TRUSS PER DE51GN OF TRUSS MANUFACTURER.
F-4
5-0' x 5-0' x 1'-0' DEEP
97-0
(5) - #5 BARS
5EE DETAIL 1/5T401
F-5
5-6 x 5-6' x I'-0' DEEP
99-4
(5) - #5 BARS
HURRICANE TIE.
(TYPICAL FOR TRUSSES BEARING ON A STEEL BEAM).
5EE DETAIL 7/5T400
T5-1
2'-0' x 7-0' x 1'-0' DEEP
100-0
(2) - #5 15AR5
13 13
511M. TO DETAIL 2/5T400
T5-2
3'-0' x 3'-0' x 1'-0' DEEP
100-0
(3) - #5 BARS
15
16' HIGH PRECAST LINTEL OR BOND BEAM W/ (2) - #5 TOP t BOTTOM BARS.
511M. TO DETAIL 2/5T400
STRUCTURAL MEMBER SCHEDULE
MARK
DESCRIPTION
REMARKS
O(2)
- 2x65
O(2)
- 2x8s
09
(2) - 2x I Os: (3) - 2x I Os @ 3A
4)4A
(2) - 2x 12s: (3) - 2x 12s @ e
5 5A
(2) - 1 3/4' x 9 1/4' LVL WOOD BEAMS: (3) - 9 1/4' LVLs @ 5A
b 6A
(2) - 1 3/4' x 11 1/4' LVL WOOD BEAMS: (3) - 11 1/4' LVL WOOD BEAMS @ 6A
O(3)
- 1 3/4' x 14' LVL WOOD BEAMS
$�
FRAME OUT TYPICAL OVERHANGS W/ 2x8s (OR SIMILAR) @ 24'o c. MAX.
OWOOD
ROOF GIRDER TRUSS PER DE51GN OF TRUSS MANUFACTURER.
10
PROVIDE VALLEY TRUSSES @ 24o.c. ON TOP OF MAIN TRUSSES.
INSTALL SHEATHING ON MAIN TRUSSES PRIOR TO ERECTING
VALLEY TRUSSES. PROVIDE OPENINGS THRU ROOF SHEATHING
TO VENT TW55 VALLEY SPACE.
i I
EACH ROOF TRUMP A
ANCHOR EACH55 @BEARING POINTS w/ 51SON OR EQUAL H25
PROVIDE SIMPSON OR EOUAL H3 HURRICANE T IES WHE12E
ANCHORING ROOF TRU55E5 TO A SINGLEODD PLATE
HURRICANE TIE.
(TYPICAL FOR TRUSSES BEARING ON A STEEL BEAM).
ROOF TRUSS TO GIRDER TRUSS CONNECTIONS PER DESIGN OF T12U55
12
MANUFACTURER.
13 13
(4) - 2x6 STUDS @ HEADER / GIRDER TRUSS BEARING: (4) - 2x4s @ 13
14
B" HIGH PRECAST LINTEL OR BONA BEAM W/ (2) - #4 BARS.
15
16' HIGH PRECAST LINTEL OR BOND BEAM W/ (2) - #5 TOP t BOTTOM BARS.
16
CONTINUOUS 8" HIGH BOND BEAM W/ (2) - #4 BARS @ t TOP OF BLOCK WALL.
TYPICAL @ TOP OF ALL BLOCK ROOF TRUSS BEARING WALLS.
12'x 12' BLOCK COLUMN GROUTED SOLID W/ 3000 PSI GROUT It (4) - #4
17
0
VERTICAL BARS t 113 TIES @ 8'o c.
12" x 24' BLOCK COLUMN GROUTED SOLID W/ 3000 P51 GROUT t (4) - 114
18
VERTICAL DA125 t 113 TIES @ 8o c.
L-5HAPED BLOCK COLUMN GROUTED SOLID W/ 3000 PSI GROUT t (5) - #5
(4) - #5 VERTICAL BARS @ 19 PROVIDE FOR ROOF DRAIN
19 19
VERTICAL BARS t 113 TIES @ 8'o c. SEE 2/5T401.
INSIDE NON-BEARING END OF BLOCK COLUMN.
L -SHAPED BLOCK PIER BELOW STUD WALL FRAMING) GROUTED SOLID W/
20
3000 P51 GROUT t (3) - #5 VERTICAL BARS t 113 TIES @ 8'o c.
21
GROUT BLOCK PIER SOLID BELOW STUD WAIL FRAMING W/ 3000 PSI GROUT.
22
2x6 P.P.T. WOOD PLATE ANCHORED TO BOND BEAM @ TOP OF BLOCK WALL W/
1/270 EXPAN51ON BOLTS @ 32"o c. MAX. ANCHOR ROOF TRUSSES TO 2x8s W/
SIMPSON OR EQUAL H3 HURRICANE TIES.
23
4" STANDARD PIPE COLUMN.
24
5" STANDARD PIPE COLUMN.
25
H55 5 x 5' x 1/4'.
PROVIDE ADDITIONAL FRAMING AS REQUIRED FOR ROOF TOP EQUIPMENT OPENINGS
26
t MOUNTING. PROVIDE GIRDER TRUSSES IF REOUIRED. G.C. TO COORDINATE.
27
SIMPSON OR EQUAL LU5210 HANGER.
28
GROUT (3) - CELLS OF BLOCK WALL SOLID W/ 3000 PSI GROUT t (1) - #5
VERTICAL BAR EACH, DOWEL BARS INTO FOOTING W/ STANDARD HOOK. PROVIDE
BEAM BEARING It 1/2' x T x 1'-0" W/ (2) - I/2'm x 6' LONG ANCHOR 5TUD5.
OSCREWS
(2) - 2x 10 LEDGER. FASTEN TO EXTERIOR STUD WALL W/ 5/8"m x 6' LONG LAG
@ 16"o.C. (EACH STUD). PROVIDE STEPPED ROOF TRUSS BEARING.
ANCHOR ROOF TRUSSES TO LEDGER W/ SIMPSON H25A HURRICANE TIES.
N
L
U
a0*71
4-J
to
ct
Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
4 1 4. 4 3 1. 3 1 3 1 T E L
41 4.431 .0531 FAX
WWW . A G A R C H. C O M
A r c b i t e c t u r e
E n g i n e e r i n g
P l a n n i n g
REVISIONS
THIS DRAWRNG, ITS DESIGN CONCEPT AND ITS DETAIL ARE
TM SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT RE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
MJR
DATE
01 AUG 2011
PROJECT
071101
SHEET NO.
STRUCTURAL SCHEDULES STTYPICAL
100