Plans Addition 94 Robert St (VAULT) UA
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"ALLIED TUBE & CONDUIT CORP.
'ALLIED TUBE CONDUIT CORP.' 2 1/2" DIA..12 GUAGE, STEEL COLUMN.
2 1/2- DIA.,12 GUAGE, STEEL COLUMN- (MAX. SPACING AT 60" C-C-)
(MAX. SPACING AT 60" C.C.) YIELD-50,000 P.S.I.-I-
YIELD.50.000 P-S-1- TENSILE-55,000 P-S
TENSILE-55,000 P-S-1-
OPTIONAL STEEL SIDING OR EQUAL.
OPTIONAL STEEL SIDING OR EQUAL.
3- X 2' X 3/16" STEEL .48ASE
3' X 2' X 3/16" STEEL 49ASE 1/2- BOLT AND WASHER
IV.S. ANCHOR" IfW1236 Ow
(1/2--13 X 3 3/4') WEDGE ANCH
USE (1) "THIN 4* OF COLUMNS.
PULLOUT STRENGTH-7.450 P-S-1- 4" X 4* P.T. PINE
SHEAR STRENGTH-12.200 P-S.I.
6 6" X 6" REINFORCING
WIRE MESH. -nE-DOWN ANCHORS
X 6- REI
WIRE MESH ANCHOR-SUR' #WSHE34 4" M11
00 60, O.C. (ALTE1
4- MUIN. c-ONC. SLAB (3000 P.S.0 MIN. 30* LONG AT
(HOLDING POWER IN NORMAL WITH
(ALTERNATE: FIBER MESH CONC- CH.)
YATH NO REINFORCING WIRE MESH.) SOIL 2.500 LBS. EA
—A
VARIATIONS OF SECTION A
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3' X 2' X 3/16r STEEL 4 BASE
-ALLIED TUBE & CONDUIT CORP."
TYP. 2 1./2" (PIA..12 GUAGt, STEEL COLUMN (MAX. SPACING AT 60* C.C..)
YIELD-50.000 P'.S.I.
TENSILE-55.000 P-S-1-
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CffY ,0F ATLANTIC BEACH
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"ALLIED 1TUBE CONDUIT CORP-'
TYP. 2 1/4" DIA.. 11 GUAGE. STEEL STUD. WELDED TO BASE.
(MAX srACING AT 60, C.C.)
YOLD-50,000 P.S.I.
-55,000 P.S.I.
TEN99LE
INDICATES ANCHOR OR 3' X 2- X 3/16" STEEL BASE
IN ;H
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EDGE ANCHOR
PLACEMENT.
RECEIVED —GARAGE
2 2001 COLUMN & STUD PLAN for CARPORT
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GENERAL NOTES
1. ALL CONC. WORK SHALL BE 3,000 P.S.I. AT
L BE 2,500 P.S.F.
2. MINIUM SOIL BEARING SHAL
3. THE SOUTH FLORIDA BUILDING CODE CHAPTEF
SEPTA, 1992 EDITION, AND SUPERSEDES CHAA
1991 SBCC1 EDITION, 3rd PRINTING.
"ALLIED TUBE & CONDUIT CORP.-
2 1/2" DIA..12 GUAGE, STEEL COLUMN. DESIGN LOADINGS.
(MAX. SPACING,AT OCr CC.) ROOF - 33 P.S.F. at 15' to 25' HEIGHT.
YIELD-50,000 P.&I. WIND LOAD - FORCES FROM 120 M.P.11H.
TENSILE-55,000 P.&I. THESE PLANS ARE ARE IN COMPLIANCE WITH
SEC. 1205 OF THE 1994 S.B.C. FOR THE
OPTIONAL STEEL SIDING OR EQUAL 110 M.P.H. WIND ZONE AND WITH THE
1997 STANDARD BUILDING CODE. SEC. 1606.
3- X 2- X 3/16- 3* X 2" X 3/16* STEEL 4 BASE FOR 110 M.P.H. WIND LOAD.
STEEL BASE "U.S. ANCHOR" #W1236
(1/2--13 X 3 3/4-) WEDGE ANCHOR
1/2"BOLT USE (1) WITHIN 4- OF COLUMNS.
AND WASHER PULLOUT STRENGTH-7.450 P.S.I.
SHEAR STRENGTH-12.200 P.S.I.
<
i7 16 1
16" X 6" REINFORCING
8" (MIN.)
YARE MESH.
8"06'W CONC. BLOCK
CONC. SLAB (3000 P.S.I.)
�ATE: FIBER MESH CONC. AT EACH COLUMN.
10 REINFORC114G WIRE MESH.) TIE--jDOWN ANCHORS
"ANCH@R-SUR" #36SHE34
MIN. _Vr LONG AT 80" O.C.
(HOLDIN19 POWER IN NORMAL
SOIL J?.500 LBS. EACH.)
DESCIOPTI06L
(SHEE'TIN6"iO BE IPMTINUOUS OVER THREE OR MORE SUPPORTS)
COLUMN SCRt#VS 1/4"-14 X I- AT 9* D.C. 29 GA. STEEL ROOF TO MEET SBCCI BLDG.
TENSILE STRENGTH-3-IM50 LBS. CODE REQUIREMENTS.
SHEAR STRENIPTH-2,575 LBS. 20 GA. STEEL ROOF TO MEET SOUTH FLA. BLDG.
LAP SCWWS 1/4"-14 X 7/8' CODE REQUIREMENTS.
0
'PAWED TUBE & CONDUIT CORP.-
1/2"# .12 GUAGE. PIPE FRAME
Y
, IELD-50,000 P.S.I.
1TENSILE-55,000 P.S.I.
RAFTER SECURED TO COLUMN WITH
"INFASCO" 3/8" X 3" @OLT. BOTH SIDES. (TYP.)
SIDING OPTIONAL PROOF LOAD-85.000
SECURED SAME AS WEDGE TENSILE STRENOTH-120.000 P.S.I.
ROOF. COLUMN SECURED TO MASE WITH >
2. COLUMN SCREWS 1/4t"-14 X 1" (TYP.)
TENSILE STRENGTH-3,00 LOS.
jx"-�SHEAR STRENGTH-2.57V LBS.
2 - - (MAX.) WIDTH
5-0
TWICAL SECTION 1/4" 1'- 0"
NOTE: SgjE SECTION A-A FOR ANCHORING DETAILS,
E,
FERRARA ENGINEERING, 1
4. REMISED R.L 7-14-98 200 W. WISCONSN AVE. - D0,AND, FLORIDA
P.O. BOX 2978 904/73,
3. REM—VM R.E. 3-77-0
S.B.C. R.E. 1-27-96 MASTER PLAN
I R.E, 11-4-94 Typical Garage & Carport I
As Manufactured By. J.A. BREWER I
RE'
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NO. REVISIONS for Open Ends
Crescent City, Florida A BY DATE
G
U DATE: 2 8-93 PROJECT NO. BR
NLESS
SHOWN DRAWING NO.
D J. FERRARA, P.E. ENGINEER*S SEAL AND
RR
(G.F.) Flo Namgr\DWG\BREWER\BREWERI FLA ENGINEER NO. 11965 ORIGINAL SIGNATURE DRAWN BY- R.L.E. Miet 1
EQ
MAP SHOWING BOUNDARY SURVEY OF.,
'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGE 16 OF THE CURRENT
LOT 12, BLOCK 4, DONNER
PUBLIC RECORDS OF DUVAL COUNTY,.FLORIDA.
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VOTES 5-0- 06HT-,0F.-PVAY
NO BUILDING RESTRICTION LINE BY PLAT,BUT
THERE WAY BE RESTRICTION LINES OR EASEMENTS
THAT AFFECT11,115 PROPERTY BY ZONING OR
RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY
THAT ARE NOT SHOWN ON THIS SURVEY.
TH�PROPERTY LIES IN FLOOD ZONE"X"BY FLOOD MAPS
REVISED 4/17/1969,COMMUNITY PANEL NO.120075 0001 D.
I HEREBY CERTIFY TO:b4dwrow rllool-r All^fw�-Ilrrw
ASURTHAT THIS SURVEY MEEFS THE MINIMUM TECHNICAL
SrANDARDS AS SET FORTH BY THE,401?1�A BOARD OF':;,
PROFESSIONAL SURVEYORS AND IWAPPERS,� PURSUANTIO
SECTION 472.027 FLORIDA STATUTES AND CHAPTER
6IG17-6 FLORIDA ADA41NISTRATIVk CODE.
DURDEN LAND
nUrenVEYOR S INC.
Rl
L& 6645 PROFESSIONAL LAND SURVLYOk NO.1.674,,FLORIDA
H. BRUCE DURDEN, SR.,
-§ET APRIL 15 . 1996.
1103 SOUTH THIRD STR DATE.
ORIDA 32250
JACKSONVILLE BEACH, AL SCALE.
(904) 249-7261 FAX K904) 241-1252 I"=30'
THIS MAP.OF SURVEY IS N&,T VALID AND MAY BE USED FOR INFORMATIONAL PURPOSES ONLY UNLESS IT IS siGNeb
AND HAS THE ORIGINAL RAI§ED SEAL OF THE FLORIDA LICENSED LAND SURVEYOR WHOSE NAME IS PRINTED HE.,�
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