HomeMy WebLinkAbout140 Woodridge Trl 95-773, 95-796, 95-1098 New SFHI in
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CONTRACTOR
ADDRESS
DATE
PHONE #
LOCATION /z�0
OWNER
ADDRESS J
PHONE #�
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE # /J
q,S MECHANICAL CONTRACTOR
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ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ()
FINISHED FLOOR
ELEVATION REQUIREMENTS (�)
ARCH I ECTURAL APPROVAL DATE:
SUBDIVISION:
PERMIT # RP3
J0B ,C�-
COST $
FEE $
STATE NO.
FEE $
FEE $
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SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
coo, U%
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT
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CERTIFICATE OF OCCUPANCY
ISSUED # �S/ 7 DATE:
FINAL DATE��
FEE $ ENERGY SECT
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CERTIFICATE OF OCCUPANCY
ISSUED # �S/ 7 DATE:
FINAL DATE��
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NOSE ,
BIBS
Window Height's
Rough Opening Chart
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3 Hi 3a 3/a°
4 HI 50 5/all
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6 HI 12°
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Are Shaded
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visions Date0 REY, JAN 3 95-002 1. 1995ER CHANGES JAN IO
1995
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Square Footages
Living Area
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Garage
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Drawing Title
Flo e'
ENGINEERING DESIGN, INC. ,i/f' n'l
P.O. Box 520695
LONGWOOD, FL.ORIDA 32752,
(407) 6.99.4500 FAX (407j 699.1488
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
` WIND LOAD REQUIREMENTS OF SEC. 1205 ;
OF THE STANDARD BUILDING CODE,
1991 ED. W/92 REV.
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ROOF SpeciFICations= a) Entry
I, 24" Overhang Except As i`loted,
�-- - - - - - - Plum Cut Fascia
2, 24" Truss Spacing Typical
3, 45# shingle Loading,- 105 MPH Wind Load
2 X 4 Chords Q O,H,'S 4 Where Else Possible
4, Truss Plan 4 Profiles Are For Bid Purposes Only,
All Design Specifications Pertaining to the Pre-
fabication of Eng. Wd, Roof Trusses Shall Be The
Responsibility of The Truss MFR,'S Reg, Fla Professional
Engineer, The Truss MFR. Shall Provide The Builder
W1 Layout Drawings Prior to Fabrication, The Truss
MFR, S Sealed Layout 4 Shop Drawings Shall Take
Precedence Over This Plan,
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Revisions Date
MANGU50 REV, JAN 3
RDS/MK 95-002 1995
�l16711ER CWANCxEs JAN 10
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Square Footages
Llvtr)�3 Area 2404 5 . F ,
Garage : 515
Back Porch 154
Front Entry 20
Total
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Drawing Title
ENGINEERING DESIGN, INC. /
P.O. Box 520695, l%
LONGWOOO, FLORIDA 32752
(407) 699-4500. FAX (407) 699-I488-
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH`
WIND LOAD REQUIREMENTS OF SEC. 1205 Sheet f
OF THE STANDARD BUILDING CODE,
1991 ED. W/92 REV.
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