HomeMy WebLinkAbout705 Pine AveUVED
lioiLCITY OF SANFORD
AUG Igti }1 BUILDING & FIRE PREVENTION
.,.-v A,0 PERMIT APPLICATION
_
' IDocuinented Constrttetiou Value:
Application No:
��- historic District: Yes 11 NO ®'
Job Address:
Parcell
�: "�o u � G1 Zoning:
1[Deseription of Work: C C
Plan Review Contact Person:
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x: -mall: -Z!, C' 1-°✓
Phone'
Property Owner Information Y
Phone: t G� �� � 1 .2 3 1
Name � cl S e.rl a .�` %.4' 9
Resident of property -
Street: C • _� ✓�
City, State Zip:
Contractor Information
✓ Phone: r�
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Name`
Street: 7Gr`3 le�_ ��< �. �t� ��-L�'e Fax: K� 7
City, State Zip: k -V' A,r state License No.: _61b���
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Architect/Engineer Information
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i� Phone: � '
Nance: J -1 'wry.—' .ti `
Street:
��C��d"a Fax:
t'd „
City, St, Zip:
Ponding Company:
Address:
Building Permit
Square Footage:
Mortgage Lender:
Address: ---
PERMIT INFORMATION
Construction Type: No. of Stogies:
No. of Dwelling Units: Flood Zone:
Electrical UY,
New Service – No. of AMPS:
mechanical [.I (Duct layout required for new systems)
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Plumbing 17
New Construction -- No. of Fixtures: �.
Fire Sprinkler/Alarm 13 No. of heads:
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FURRING TRIPS OVER EXIST,
FM)" "sV m�, ,.1,. I,� �;S . 1 / 4Y; X 2 1 /lbs
�Tep�al"'I.1ON � 6` O.C. FOR I ! E o
A L P A R -1-1 A itv-, E L E V A A C G A R A
A D E
................................................................. ............... ........ .. ..................................................... ............ .....................................................................................................................................................................................................
2 x 4 CROS BRACING
AT 4'-0" O.C.
`XT. FINISH ROOF` rsA..£.i RIAL
SEE EXT. ELEV,
ME -FAL DMP ED
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ts,.. rte. •,..,...
Vr.1 IED :;0rNIT
PRE ENG,ROOF TRUSSES 0 24
EXT GRADE E 3T"Ir.A E"EIN 3
PER. SPECS,
8 2 X 16" GOND 81EAM T ULLY GROUTED
W/f #5 CON"i I, W/ UPLIFT STRAP
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i 1J:':•:I, _f�:�
3�.^^�,,iyt, i^ EI,.. PAPER fief ER E e�T. t'�.y�'•YS�AD
2X BLOCKING 3 BAYS DEEP
f9 �,$ � . a,3 <4� ,1 T R I,) ill",F'. s
SIMPSO�4 H 25 CLIP
2X Inn `,,V/ 1122" f 6" DiA. M-QlC:"i0R Y
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STRAP END OF RIDGE BOARD TO VERTICAL —
BLOCK BETWEEN TRUSSES, WRAP LSTA 24 STRAP
OVER EDGE AND NAIL EACH END TO BLOCKING
W/ 5) 10d. NAIL BLOCKING TO EACH TRUSS
W (3) 16d BLOCK AND STRAP.
CLIP EACH RAFTER TO 2 X 8 NAILER WITH H-1
CLIP EACH RAFTER TO RIDGE
BOARD WITH H-1
2 X 8 NAILED NAILED TO
STRUCTURAL TRUSSES W/2 -16d
NAILS. ALSO CLIP TO TRUSSES
WITH H-1 CLIP AT EACH TRUSS.
LAST COMMON
STRAP do NAIL RIDGE BOARD
TO COMMON TRUSS. LSTA 24 W/(8) 10d
TO RIDGE AND TRUSS.
2 X 4 VERTICAL SUPPORTS NAILED W /4-12d NAILS FROM
RAFTER TO STRUCTURAL TRUSS BE PLACED 48" O.C. ONLY
SPANS OVER 12'-0" LONG.
VALLEY SET DETAIL
1/4"=1'-0"
2 X 6 RAFTER
OPTION
STRAP RAFTER DIRECTLY TO
TRUSSW/ LSTA-18-2 X 4 BLOCK
AS REQUIRED.
PERMIT #l �,, a ad,
okF\ct
SANFORD OUILAING DEPT.
°t'1'IMC FLANS ARE REVIE'AJED AND CONDITIONALLY
ACXX, PTM- FOR PERMIT. A PERMIT ISSUED SHALL BE.
CONSTRUED TO BE A LICENSE TO PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE,
CANCEL, ALTER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHiNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE PLANS, COI`ISTRUCTIONV
OR OTHER `/IOLA'rIONS OF THE CODES.
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PAGE NO.
1 OF 2
DATE: 7-21 -1 1
DRAWN BY W. PAIGE
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USE 3INPSON HGT-2 2 X 12--^
TO WALL CONNECTION DOWEL AND EPDXY.
'
FIBERGLASS SHINGLES OVER 30LB. FELT UNDERLAYMENT
OVER 1/2" PLYWD. SHEATHING NAILED AT 4° O.C. EDGES'
` 8' O.C. INTERMEDIATE WITH Bd R|MQ SHANK NAILS OVER
` PRE-ENGR^D ROOF TRUSSES. SE[ TRUUS ENGINEERING FROM
TRUSS COMPANY FOR ROOF SLOPE AND OVERHANG,
USE 5|MP3ON MT3M 10 FOR TRUSS TO EXIST.
BLOCK WALL USE (3) 3/16^ 0A. X %~ LONG
TAPCDN TO ATTACH TO EXISTING SOLID POURED
LINTEL.
DENOTES EXKSTNC, 8' X
3DUD POURED CONC. BEAM. F- i
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WIND LOAD INFORMATION
THIS BUILDING HAS BEEN DESIGNED AS AN
ENCLOSED STRUCTURE IN ACCORDANCE WITH
THE 2007 FLORIDA BUILDING COD[.
1, BASIC WIND SPEED - 120 MPH
2. WIND IMPORTANCE FACTOR - 1
3, BUILDING CATEGORY - U
4. WIND EXPOSURE - 8
5. INTERNAL PRESSURE COEFFICIENT - ±'18
G. COMPONENT 8k CLADDING DESIGN WIND PRESSURE
7, THIS RESIDENCE OCCURS WITHIN THE WIND-BORNE
DEBRIS REGION FOR 120 MPH AND ABOVE,
ACCORDING TO R301 2007 FLORIDA
BUILDING CODE, SECTION 1609 WITH 2009 AMENDMENTS.
Q, ALL STRUCTURES ON THIS pLAN ARE DESIGNED AS
ENCLOSED OPENINGS AND THE TRUSS ENGINEERING
SHALL BE PREPARED AS SUCH
USE SIWPS0N H8T-2 2 X 12
TO WALL CONNECTION DOWEL AND EPDXY.
DETACHED GARAGE ROOF FRAMING PLAIN
1/4"=1`-U"
SCOPE OF K
1, REMOVE AND REPLACE EXISTING ROOF TRUSSES AND REPLACE
WITH NEW PRE-ENGR`D ROOF TRUSSES AS SHOWN OVER EXIST.
HOUSE AND DETACHED GARAGE.
CONNECTOR SCHEDULE
1' FOR UPLIFT 0-1,200 L03. USE S|K4PSON MTSM 16 TRUSS TO EXIST. LINTEL
2' FOR UPLIFT 1201-2,400 USE (2) 3|MPSON TS 22 TRUSS TO EX|ST, LINTEL
3, A. FOR UPLIFT 29O1 -925O,'2 -PLY OR (2) GIRDER OR (2) 2 X 12 TO LINTEL USE HOT -2 DOWEL AND EPDXY' ^ '
B. FOR UPLIFT 2901-9250, 3 -PLY GIRDER TO LINTEL USE HGT-3
C. FOR UPLIFT 2901-9250. 4 -PLY GIRDER TO LINTEL USE HGT-4
4. FOR UPLIFT 0-1.450 LBS. USE S|MPSON HTS 20 FOR TRUSS TO /2\ 2 X 12 HEADER.
5. FOR UPLIFT 1,451 -2,800 LBS. USE (2) S|MPSON HTS 20 FOR TRUSS TO (2) 2 X 12 HEADER,
n/
DGE3
VER
E 5|MPSUN HTC 20 FOR TRUSS
(2) 2 X 12 HEADER CQNECT0N.
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M A I 1^1 �� k � � ] S i~ R � �� � y~ F R A M I N � � P � �� N\ �ENOTE3 18" X 18" 8LK. COL. POURED
SOLID WITH 1 MO.5 BAR HOOKED INTO }
1/4"=1'-D"
FOOTING. �
' | | (2) META 16 STRAPS FOR
|(2) 2�X 12 HEADER TO COLUMN.
XENOTES 16" % 16" BLK. COL POURED
K)UD WITH 1 NO,5 BAR HOOKED INTO
IOT(NG. STUCCO EXTERIOR
1/3"=1'-D~
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USE 3INPSON HGT-2 2 X 12--^
TO WALL CONNECTION DOWEL AND EPDXY.
'
FIBERGLASS SHINGLES OVER 30LB. FELT UNDERLAYMENT
OVER 1/2" PLYWD. SHEATHING NAILED AT 4° O.C. EDGES'
` 8' O.C. INTERMEDIATE WITH Bd R|MQ SHANK NAILS OVER
` PRE-ENGR^D ROOF TRUSSES. SE[ TRUUS ENGINEERING FROM
TRUSS COMPANY FOR ROOF SLOPE AND OVERHANG,
USE 5|MP3ON MT3M 10 FOR TRUSS TO EXIST.
BLOCK WALL USE (3) 3/16^ 0A. X %~ LONG
TAPCDN TO ATTACH TO EXISTING SOLID POURED
LINTEL.
DENOTES EXKSTNC, 8' X
3DUD POURED CONC. BEAM. F- i
!
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i
�
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DENOTES EXISTING|
AT HOUSE AND DETACHED GARAGE | '
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TYPICAL TRUSS TO WALL CONNECTION
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1/4°=1`-O"
WIND LOAD INFORMATION
THIS BUILDING HAS BEEN DESIGNED AS AN
ENCLOSED STRUCTURE IN ACCORDANCE WITH
THE 2007 FLORIDA BUILDING COD[.
1, BASIC WIND SPEED - 120 MPH
2. WIND IMPORTANCE FACTOR - 1
3, BUILDING CATEGORY - U
4. WIND EXPOSURE - 8
5. INTERNAL PRESSURE COEFFICIENT - ±'18
G. COMPONENT 8k CLADDING DESIGN WIND PRESSURE
7, THIS RESIDENCE OCCURS WITHIN THE WIND-BORNE
DEBRIS REGION FOR 120 MPH AND ABOVE,
ACCORDING TO R301 2007 FLORIDA
BUILDING CODE, SECTION 1609 WITH 2009 AMENDMENTS.
Q, ALL STRUCTURES ON THIS pLAN ARE DESIGNED AS
ENCLOSED OPENINGS AND THE TRUSS ENGINEERING
SHALL BE PREPARED AS SUCH
USE SIWPS0N H8T-2 2 X 12
TO WALL CONNECTION DOWEL AND EPDXY.
DETACHED GARAGE ROOF FRAMING PLAIN
1/4"=1`-U"
SCOPE OF K
1, REMOVE AND REPLACE EXISTING ROOF TRUSSES AND REPLACE
WITH NEW PRE-ENGR`D ROOF TRUSSES AS SHOWN OVER EXIST.
HOUSE AND DETACHED GARAGE.
CONNECTOR SCHEDULE
1' FOR UPLIFT 0-1,200 L03. USE S|K4PSON MTSM 16 TRUSS TO EXIST. LINTEL
2' FOR UPLIFT 1201-2,400 USE (2) 3|MPSON TS 22 TRUSS TO EX|ST, LINTEL
3, A. FOR UPLIFT 29O1 -925O,'2 -PLY OR (2) GIRDER OR (2) 2 X 12 TO LINTEL USE HOT -2 DOWEL AND EPDXY' ^ '
B. FOR UPLIFT 2901-9250, 3 -PLY GIRDER TO LINTEL USE HGT-3
C. FOR UPLIFT 2901-9250. 4 -PLY GIRDER TO LINTEL USE HGT-4
4. FOR UPLIFT 0-1.450 LBS. USE S|MPSON HTS 20 FOR TRUSS TO /2\ 2 X 12 HEADER.
5. FOR UPLIFT 1,451 -2,800 LBS. USE (2) S|MPSON HTS 20 FOR TRUSS TO (2) 2 X 12 HEADER,
n/
DGE3
VER
E 5|MPSUN HTC 20 FOR TRUSS
(2) 2 X 12 HEADER CQNECT0N.
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SOLID WITH 1 MO.5 BAR HOOKED INTO }
1/4"=1'-D"
FOOTING. �
' | | (2) META 16 STRAPS FOR
|(2) 2�X 12 HEADER TO COLUMN.
XENOTES 16" % 16" BLK. COL POURED
K)UD WITH 1 NO,5 BAR HOOKED INTO
IOT(NG. STUCCO EXTERIOR
1/3"=1'-D~
PAGE NO.
DATE: 7-21-11
DRAWN BY W. PAIGE
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DATE: 7-21-11
DRAWN BY W. PAIGE
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PAGE NO.
DATE: 7-21-11
DRAWN BY W. PAIGE