HomeMy WebLinkAbout412 Editha Cir 10-1608 (new garage)�s vd
:,� .ti0'14.-•�� �� , ../. CITY OF SANFORD
BUIL G & FIRE PREVENTION
PERMIT APPLICATION
Application No: �(7�' �00� Documented Construction Value: -
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Job Address: Historic District: Yes ElNo v
Parcel ID: f s . % k 1 Zoning:' '
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Description of Work:
Plan Review Contact Person: J Title:
Phone: _�� % 3 "! Fax: —���► cy �
Property Owner Information " C
Name
Street: a
City, State Zip: 5j,�-
` Contractor Info
Name
Street:
City, State Zip:
Name:
Street:
r�
City, St, Zip:
Architect/Engineer I
S -a x oza z P-0, &0 U, 7? Y7 -
Bonding Company:
Address:
Phone: 7 % ' 2 -7
Resident of property?
Phone:
Fax: zf
State License No.:
7ati'on
Phone:
Fax:
E-mail:
wre Lender:
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Addres"s:, r - r.
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: No. of Stories:
Nn. of swelling Units: Flood Zone: t; k�j•. t ' # �f
Electrica
New Service - No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
F S' .p t;" .l 'fit Mt• � ..• .r,...
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Plumbing ❑ ai t ?
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New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
(fill
±�l lliiig 3%`iMrQ L� .1 -.3i -'.7'J► `
ry
0' TO 22'-0"
TRUSS
TRUSS INSERT
TRUSS
2"x3"x14 GA. TUBING:
YIELD: 50,000 P.S.I. -
TENSILE: 55.000 P.S.I.
WELD INSERT
1.75"x2.75"x14 GA. TUBING
YIELD: 50,000 PSI
TENSILE: 55,000 PSI
2"x3"x14 GA. TUBING:
YIELD: 50,000 P.S.I.
TENSILE: 55.000 P.S.I.
14x1-1/4"
TEK SCREWS
OR, EQUAL
(3 SCREWS)
)NN
25'-1 "' TO 30'-0"
0WO
SIMPSON TIE-\
PLATE TP47
14x1 j TEK
SCREW
12-14X1" TEK SCREWS (TYP.)
TRUSS CONN 9" SPACINe' 'TRUSS OR
(TYP)
L
ORLANDO STEEL ENTERPRISES, INC.
13640 SE 31 AVE.
SUMMERF ELD, FL. 34491
1-800-257-5513
COPYRIGHT@ 2009
MASTER PLAN:
2%3%14GA TUBING -FL SCREW A- FRAME ENCLOSEBLDG'
YIELD: 50,000 PSI � PATTERN
TENSILE: 55.000 PSI
DWG.- AF -2
12-14X1" TEK SCREWS (TYP.)
9" SPACING TRUSS OR
COLUMN (TYP.) REVISION DATE: 1-22-2010
ON TIE
TP47
2"x2"x14GA TUBING
YIELD: 50,000 PSI =
GENERAL NOTES
' 1. ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS.
2. MINIMUM SOIL BEARING SHALL BE ASSUMED 2,000 P.S.F.
• 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH THE 2007 FLA.
BUILDING CODE WITH 2009 REVISIONS AND THE RESIDENTIAL SEC. R301,
COMMERCIAL SEC, 1609, ASCE 7-05 WIND CODES FOR 110 MPH FASTEST MILE,
130 MPH 3 SEC. GUSTS, AS WELL AS OSHA, AISC CODES, AND ALL APPLICABLE
LOCAL REQUIREMENTS. THESE PLANS INCLUDE DESIGN FOR ALL WIND SPEEDS UP
TO AND INCLUDING 130 MPH. 3 SEC. GUST CONDITION.
4. ALL SIDING AND ROOFING TO BE MINIMUM OF 29 GAUGE ATTACHED TO THE
COLUMN - TENSILE: 55,000 PSI 14 X 7/8" TEK LAP SCREWS (TYP.) COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN. OF 3 SPAN.
30" ON CENTER (ROOF ONLY)
I 5. REQUIRED DATA PER (FBC 1606):
. I 35'-1"' TO 40'-0" L IMPORTANCE FACTOR ........................SEE CHART
TRUSS TYPICAL TRUSS CONNECTION BUILDING CATAGORY .........................(1)
ROOFING SCREW WIND EXPOSURE.................................SEE CHAR
BOXED EAVE CONNECTION N.T.S.T
PATTERN GCPI....................................................SEE CHART
N.T.S. COMP. & CLAD DWP.........................SEE CHART
BUILDING CLASSIFICATION ................. IV (UP)
6. SEISMIC ZONE DESIGN CATEGORY,
SIESMIC AND HURRICANE s
TIES SIMPSON STRONG TIE TRUSS SIMPSON TIE PLATE 0.2 SPECTRAL RESPONSE B
' 1.Os SPECTRAL RESPONSE................8
COLUMN S/H3 OR EQUIVALENT
S/H3 OR EQUIVALENT (INSIDE ONLY) e,. 7, DESIGN LOADINGS:
FL474.103 2"x3"x14 GA. TUBING FL474.103 DEAD LOAD = 2 PSF
2"x3"x14 GA. TUBING: YIELD:. 50,000 PSI
WIND =PRESSURE FROM 130 H 3 S GU
LIVE LOAD 15 PSF
14x1- YIELD: 50,000 P.S.I. COLUMN TENSILE: '55,000 PSI LOAD MP EC. ST
TEK SCREW 2"x3"x14 TUBING: 14 x 1-1/4° TENSILE 55.000 P.S.I. •-:2 uL�jw
:::� _.,,,;, WINDOW MODEL: FL6228
Na YIELD 50,000 P.S.I. ° TEK SCREW Z�•�� ,' * PHILLIPS PRODUCTS MODEL 23 VERTICAL SLIDER WINDOW (f38 PSF DESIGN
TENSILE 55.000 P.S.I. _, L... • -l_ l� , - PRESSURE) THE DESIGN PRESSURES REQUIRED ARE INDICATED IN WALL ZONE 4
2"x3"x14GA TUBING:—,,�o F' L 32 .Z _.
IN THE COMPONENTS AND CLADDING CHART LOCATED BELOW. ALL WINDOWS
WEDGE ANCHOR BOLT MINIMUM OF 2j" 1.75 x 2.75 x 14 � y
° """ """� -" •--- SHALL BE ATTACHED TO METAL FRAME UTILIZING 1/4"x 1 " LONG SELF TAPPING
y YIELD: 50,000 PSI
IMBEDDED IN CONCRETE USE (1) WITHIN 12" GA. TUBING: g TENSILE: 55,000 PSI COLUMN TI P AT 2"x3"x14 GA. TUBING: YIELD METAL SCREWS. LOCATED AS REQUIRED PER THE WINDOW MANUFACTURER IN LIEU
in OF COLUMNS YIELD 50,000 „ E L E 50,000 P.S.I. TENSILE 55.000 n, -j Z' OF WOOD CONNECTIONS. WINDOWS MAY BE LOCATED IN THE FRONT WALL, BACK
,v 14x1—.4Q _.
P.S.I. TENSILE - P.S.I. OR = OR > 2"x2" TO x WALL, OR EITHER SIDE NO LESS THAN 2'-0" FROM THE CORNER. THE PHILLIPS
4" MIN CONC SLAB TEK SCREW
o TEK SCREW ° P.S.1 TENSILE 55,o00P.S.1 OO z REQUIRED.
L DESIGN PRESSURES
55.000 P.S.I.! o PRODUCTS 23 VERTICAL SLIDER WINDOW EXCEEDS ALL
3,000 PSI o 0 o MAN DOOR. FL1722 R1
7i Q' BASE ELIXER INDUSTRIES MODEL 407 STEEL CLAD OUT—SWINGING t 48.86 PSF DESIGN
_ v: • : INSIDE BASE
g x6x1OGA REINFORCING o 20 GA. ° PRESSURE THE DESIGN PRESSURES REQUIRED ARE INDICATED IN WALL ZONE 4 IN
45' GALVANIZED TP15 0 )
WIRE MESH SIESMIC AND HURRICANE TIES THE COMPONENTS AND CLADDING CHART LOCATED BELOW. ALL MAN DOORS
TIE PLATE 1'3 " x 5" 14x1—
I SIMPSON STRONG TIE L30 OR SIMPSON 'STRONG 2�
SHALL BE ATTACHED TO METAL FRAME UTILIZING 1/4"x 1 LONG SELF TAPPING
BASE TEK SCREW METAL SCREWS LOCATED AS REQUIRED PER THE MAN DOOR MANUFACTURER IN
(2)#5 REBAR CONTINUOUS FL474.183 TIE SIMPS $,.,•-
` LIEUF WOOD CONNECTIONS. MAN -DOORS MAY LOCATED IN THE E FRONT
12" COLUMN TO BASE CONNECTION TYPICAL FRONT/REAR WALL CONNECTION CONNECTION - WALL, BACK WALL, OR EITHER SIDE NO LESS THAN 2'-0" FROM THE CORNER.
CONNECTION -C NTS D 4 MODEL 407 ELIXER INDUSTRIES STEEL CLAD OUT -SWINGING EXCEEDS ALL DESIGN
NOTE: SIDE CONNECTION N.T.S. COLUMN TO TRUSS/BASE CONN N.T.S. 0 DOOR CONNECTION N.T.S. ❑ CORNER BRACE CONNECTION 0 PRESSURES REQUIRED.
ALTERNATE: FIBER MESH CONC
WITH NO REINFORCING WIRE MESH GARAGE DOORS: 8100 SERIES: FL8248.1 THROUGH FL8248.16 AND DS350
T SERIES: FL6798.4. WHEN GARAGE DOORS ARE UTILIZED, GARAGE DOOR
1�OTE. SEE ABOVE PLANS FOR TYPICAL CONNECTION.
FOUNDATION I . , ' I MANUFACT
URERS DATA MUST ACCOMPANY PLANS AND INDICATED f DESIGN
PRESSURE. THE DESIGN PRESSURES REQUIRED ARE INDICATED IN WALL ZONE
•
5 IN THE COMPONENTS AND CLADDING CHART LOCATED BELOW. ` ALL GARAGE
DOORS SHALL BE ATTACHED TO METAL FRAME UTILIZING 4/4"x 1" LONG SELF
4 TAPPING METAL.SCREWS LOCATED AS REQUIRED PER THE GARAGE DOOR
VANUFACTUREk IN LIEU OFWOODCONNECTIONS. GARAGE DOORS MAY BE
LOCATED .IN THE FRONT- WALL4-BACK_ WALL,,, OR :EITHER _SIDE NO LESS THAN
2,_O, FROM .THE'' CORNER. ,
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,TING CO.
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„ BOLD WASHER
P.S.I.
y
SECTION 1
UP TO AND INCLUDING 40'-0"
1/4„ x 2„ x 2" ANGLE, 3" LONG,
° °•
N.T.S.
WELDED TO BASE FRAME AT EACH
SECTION 2
COLUMN
N.T.S.
0
I
1/2" WEDGE ANCHOR BOLT
I
o
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MINIMUM OF 2-1/4" IMBEDDED IN CONCRETE
{
USE (1) WITHIN 1 :- F COLUMNS
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CONNECTION
FERRARA` ENGINEERING, INC.
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CROSS BRACING �NE BLDG CORNERS
• �—•�—' �— 4° MIN. CONC. SLAB 3000 P.S.I.
2865. W H I T E H U R ST ROAD
°
e
¢.
- . D
ONLY REQUIRED FOR BLDGS HIGHER
, „
THAN 12 6 EAVES AND- WIDER THAN 25
D
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D E LAN D FLORIDA \IDA 3 2 /
, 2 o
TIE DOWN ANCHORS (30.09" LONG)
®60" OC.MAX
WIRE MESH
I
CONNECTION
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B'
/
(TYP)
CONNECTION
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6 — 3 7 9 2
386-734-8792
MIN EMBED DEPTH SHALL BE 26" IN
UNDISTURBED SOIL
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FL9555.3 29GA. ROOFING
(ALTERNATE: FIBER MESH CONC.
CONNECTION
UNION CORRUGATING CO.
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WITH NO REINFORCING WIRE MESH.);,
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FOUNDATION II
FOUNDATION IIIz.:
CERTIFICATE OF
- _
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FL9557.1 29GA. ROOFING
- UNION CORRUGATING CO.
AUTHORIZATION No. 2529
CONNECTION
-
GARAGE DOORS
FL9557.1 29GA. ROOFING
CONNECTION
iA
,=I
A -
BACK OR•:EITHER SIDE
\ ONNECTION
LONE OR MORE)
BRYAN A. MOLYET, P. E.
" W'WE :NCHOR BOLT MINIMUM OF 2j"
G
O "0.
<.
OUNDATION
EMBED W CONCRETE
FOUNDATION
'•'4.
u$F (1) WITHIN 12" of COLUMNS
Lo
a , EXISTING CONC SLAB
+
FOUNDATION
— —'�•'
- TAT
IELD
2"0%14 GA. TUBING: Y1
FOUNDATION
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OTE:
THE EXISTING SLAB MAY BE USED ONLY WHEN
I
UP TO AND INCLUDING 40'-0"
I'
20' WIDE MAX OPENING
5'-0"
5'-0" 5'-0"
5'-0"
THE SLAB IS IN GOOD CONDITION WITH NO
50 000 P S I TENSILE 55000 ' ` .:
5'-0" 5'-0" 5"=0" 5'-0"
CRACKS TO ENSURE THAT THE SLAB ACTS AS
I . �j
ONE UNIT AND NOT IN FRACTIONS.
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,TING CO.
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P.S.I.
y
SECTION 1
UP TO AND INCLUDING 40'-0"
1/4„ x 2„ x 2" ANGLE, 3" LONG,
° °•
N.T.S.
WELDED TO BASE FRAME AT EACH
SECTION 2
COLUMN
N.T.S.
0
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1/2" WEDGE ANCHOR BOLT
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MINIMUM OF 2-1/4" IMBEDDED IN CONCRETE
{
USE (1) WITHIN 1 :- F COLUMNS
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• �—•�—' �— 4° MIN. CONC. SLAB 3000 P.S.I.
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¢.
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6" x 6" 10 GAUGE REINFORCING
WIRE MESH
a
2-#5 REBAR CONTINUOUS
12" NOTE:
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FL9555.3 29GA. ROOFING
(ALTERNATE: FIBER MESH CONC.
-
UNION CORRUGATING CO.
WITH NO REINFORCING WIRE MESH.);,
FOUNDATION IIIz.:
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FL9557.1 29GA. ROOFING
- UNION CORRUGATING CO.
-
GARAGE DOORS
FL9557.1 29GA. ROOFING
C °
o LOCATED ON :THEFRONT,
UNION CORRUGATING CO.
BACK OR•:EITHER SIDE
\ ONNECTION
LONE OR MORE)
" W'WE :NCHOR BOLT MINIMUM OF 2j"
G
<.
EMBED W CONCRETE
INDICATES ANCHOR BOLT
u$F (1) WITHIN 12" of COLUMNS
-OR ANCHOR SYSTEM.
a , EXISTING CONC SLAB
+
FOUNDATION
— —'�•'
- TAT
�: •..
FOUNDATION
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OTE:
THE EXISTING SLAB MAY BE USED ONLY WHEN
1
20' WIDE MAX OPENING
2'-0" MIN
:..'.
THE SLAB IS IN GOOD CONDITION WITH NO
5'-0" 5'-0" 5"=0" 5'-0"
CRACKS TO ENSURE THAT THE SLAB ACTS AS
ONE UNIT AND NOT IN FRACTIONS.
SECTIONAL
° _
UP TO AND INCLUDING 40'-0"
GARAGE DOOR
UP TO AND INLUDING 60'-0"
° ° o e
FOUNDATION IV
FRONT ELEVATION
a
N.T.S.
SIDE ELEVATION
UP To,INCLUDING 40'-0"
R.T.S.
FLOOR PLAN
N.T.S.`.
FOUNDATION OPTIONS
MAY USE ANY TYPE
' ""r - - - - . ROOFING
,TING CO.
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