HomeMy WebLinkAboutZ-3602-B Map 4DARNELL
CONSTRUCTION
WE BUILD SOLUTIONS'"
KAUFMAN LUMBER
LITTLE ROCK , AR
~' PROJECT DESCRIPTION: STEEL CANOPY BUILDING
DRAWINGA8HREVIATiONS
TYP.
TYPICAL
O.A.L.
OVERALL LENGTH
SIM.
SIMILAR
SL
STEEL LINE
CLCENTERLINE
z
a_ W
T.O.B
TOP OF BEAM
B.O.B
BOTTOM OF BEAM
T.O.A
TOP OF ARM
T.F.F
TOP OF FINISH FLOOR
C/C
CENTER TO CENTER
0/C
OUT TO CENTER
SYMBOL DESIGNATIONS
SECTION/DETAIL NUMBER ��,���
SSESHEET NUMBER
t
CROSS SECTION DETAIL
VERSION NUMBER
SHEEP FILE NUMBER
STRUCTURE NUMBER
QUOTE NUMBER
QUOTE YEAR
PRINT SCALE SHEETSIZE
FULL SCALE 36x24 (ARCH D)
FULL SCALE 34x22 (ANSI D)
1/2 SCALE 17x11 (ANSI C)
NO SCALE 11 x8.5 (ANSI A)
EXAMPLE FILE NAME:
D13-12345-00-00-0O.dw9(17x11)
PAG
PDF PRINT INSTRUCTIONS:
(TO PRINT PDF TO NOTED SCALES ABOVE)
1. SET PAGE SCALING TO 'NONE'.
2. CHECK "CHOOSE PAPER SOURCE
BY PDF PAGE SIZE".
IF "FIT TO PRINTABLE AREA" IS SELECTED,
THEN DRAWINGS WILL NOT PRINT TO SCALE-
CS
CALE
CS COVER SHEET
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(9) #10 BARS
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(3) #3 STIRRUPS
3" O.0 ® TOP
(3" COVER)
1 STIRRUPS
12" O.0
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(3) #3 STIRRUPS
3" O.0 ® BOTTOM
(3" COVER)
F1 FOOTING DETAIL -TYPICAL ALL LOCATIONS
SCALE: NOT TO SCALE
-Rs: M -al Anchor Bctll D -F mr !se t i.Dee In N Anchor III
-kch. m1ft to be A -W7 (w "d --b 1.
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STANDARDANCHOR BOLT DETAIL
LEN
nur
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BOLT
DIA
BOLT
DIA
LENGTH
A
THREAD PROJ
1/2"
V-6'
1J2'
1'-6'
1 1 4
316 x 1 1/2 x t 1J2
5/16
2' 9 1/2",
5/8'
1'-6
1 1/2'
1/2 x 1 3 4 x 1 3/4
5/16
2' 2'
3 4'
2'»6'
1 3j*
1/2 x 2 1J4 x 2 1/4
5/16
2 1/2" 2 1/2'
7/8'
2'-6"
2'
5/8 x 2 18 x 2 1 L2
16
3 tJ2 3 1/2-
1-
2'-6"
2 1 43
4 x 3; 3
5/16
3 1/2 3 1/2'
1 1/4 2'-6'
2 1J4
1; 5 x 5
5/16
3 11Z 31/2
-Rs: M -al Anchor Bctll D -F mr !se t i.Dee In N Anchor III
-kch. m1ft to be A -W7 (w "d --b 1.
w
«Rw Nmufac. Mch r 13A DrwP Tar S'm s ux:mwn m NICMJr exxn
Mdar 1111 to 1a A-307 I. eylwlwR).
NOTES ABOUT CONCRETE:
1. SOILS REPORT WAS NOT AVAILABLE. THE SUPPORTING SOIL IS ASSUMED TO BE
I GANIC WITCAPIII CI QF ON P ARE FOOT ZOOO
1a. SOIL CAPACITY TO BE VERIFIED BY OWNER OR GENERAL CONTRACTOR
2. PROPER INSTALLATION OF CONCRETE IS IMPORTANT 0 MINIMIZE CRACKS AND OBTAIN
DESIRED CONCRETE STRENGTH.
CURING: A MINIMUM AMOUNT OF CURING IS RECOMMENDED TO OBTAIN A DURABLE
HARD CONCRETE. THIS CAN BE OBTAINED BY COVERING THE SURFACE WITH
VISQUEEN PLASTIC IMME01ATELY AFTER THE CONCRETE HAS HARDENED. LEAVE
PLASTIC IN PLACE FOR A MINIMUM OF 7 DAYS.
COLD WEATHER INSTALLATION: DO NOT ALLOW CONCRETE TO FREEZE FOR AT
LEAST 7 DAYS AFTER CONCRETE HAS SET, FOLLOW RECOMMENDATION OF ACI
DOCUMENT 3❑6 TITLED "COLD WEATHER CONCRETING%
HOT WEATHER INSTALLATION: DO NOT ALLOW SURFACE TO DRY BEFORE APPLYING
VISQUEEN PLASTIC OR OTHER CURING MEDIUM. FOLLOW RECOMMENDATION OF ACI
DOCUMENT 305 TITLED "HOT WEATHER CONCRETING%
3. MATERIALS:
CONCRETE TO BE 3000 PSI IN 28 DAYS WITH 6X AIR ENTRAINMENT.
REBAR - Fy = 60 ksi (GRADE 60)
wwf - Fy = 65 ksi
w (NOTE: 6X6-W1.4XW1.4 (10 GA.) MAY BE SUBSTITUTED WITH 1 LB. PER CUBIC YARD OF
z 171101170_urou CONCRETE)
Z
U
U
U
U
ALTERNATEANCHOR BOLT DETAIL
LENGTH
70 AREA Of ANCHOR PLATE
BOLT
DIA
LENGTH
A DOUBLE NUT B WASHER
WELD
SIZE
THREAD PROJ
1/2"
V-6'
t 114'
5/16
2' 11 1/2"1
5/8'
V—V'
1 1/2'
5/16
2' 2-
3/4'
2'-6'
1 V4w
5/16
2 1/?' t 1/2'
7/6'
2'-6'
2'
5/16
3 1/2" 3 1/Y
1"
2'-6'
2 1/4'
W16
3 1/2 3 1J2
1 1/4 2Z-6'
2 114"
5/16
3 1/2" 3 1/2
«Rw Nmufac. Mch r 13A DrwP Tar S'm s ux:mwn m NICMJr exxn
Mdar 1111 to 1a A-307 I. eylwlwR).
NOTES ABOUT CONCRETE:
1. SOILS REPORT WAS NOT AVAILABLE. THE SUPPORTING SOIL IS ASSUMED TO BE
I GANIC WITCAPIII CI QF ON P ARE FOOT ZOOO
1a. SOIL CAPACITY TO BE VERIFIED BY OWNER OR GENERAL CONTRACTOR
2. PROPER INSTALLATION OF CONCRETE IS IMPORTANT 0 MINIMIZE CRACKS AND OBTAIN
DESIRED CONCRETE STRENGTH.
CURING: A MINIMUM AMOUNT OF CURING IS RECOMMENDED TO OBTAIN A DURABLE
HARD CONCRETE. THIS CAN BE OBTAINED BY COVERING THE SURFACE WITH
VISQUEEN PLASTIC IMME01ATELY AFTER THE CONCRETE HAS HARDENED. LEAVE
PLASTIC IN PLACE FOR A MINIMUM OF 7 DAYS.
COLD WEATHER INSTALLATION: DO NOT ALLOW CONCRETE TO FREEZE FOR AT
LEAST 7 DAYS AFTER CONCRETE HAS SET, FOLLOW RECOMMENDATION OF ACI
DOCUMENT 3❑6 TITLED "COLD WEATHER CONCRETING%
HOT WEATHER INSTALLATION: DO NOT ALLOW SURFACE TO DRY BEFORE APPLYING
VISQUEEN PLASTIC OR OTHER CURING MEDIUM. FOLLOW RECOMMENDATION OF ACI
DOCUMENT 305 TITLED "HOT WEATHER CONCRETING%
3. MATERIALS:
CONCRETE TO BE 3000 PSI IN 28 DAYS WITH 6X AIR ENTRAINMENT.
REBAR - Fy = 60 ksi (GRADE 60)
wwf - Fy = 65 ksi
w (NOTE: 6X6-W1.4XW1.4 (10 GA.) MAY BE SUBSTITUTED WITH 1 LB. PER CUBIC YARD OF
z 171101170_urou CONCRETE)
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NOTE: ALL DIMENSIONS ARE TO CENTER LINE(S) OF FOOTING
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ROOF STEEL LINE SHOWN FOR REFERENCE
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STEEL LINE
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25'- 0" 25'-0" 25'-0' 25'-0"
25'-0"
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FOUNDATION PLAN
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