119 Garrison Dr (a)RESIDENCE RENOVATION
1 19 GARK15ON DRIVE, 5AN EOKD, ELOKI DA 32771
CODE DATA:
BUILDING CODE:
FLORIDA BUILDING CODE 2010
MECHANICAL CODE:
FLORIDA BUILDING CODE 2010
PLUMBING CODE:
FLORIDA BUILDING CODE 2010
ELECTRICAL CODE:
NEC 2008 ED.
LIFE SAFETY CODE:
FLORIDA FIRE PREVENTION CODE 2010 ED.
WIND5PEED:
140 MPH
WIND IMPORTANCE FACTOR:
1.0
EXPOSURE CATEGORY:
B
FLOOR LOADS:
LIVE 401"51, DEAD 25 P51'
ROOF LOADS:
LIVE 20 [51', DEAD 20 P5F
1. a= 4 ft.
WALL DE5IGN
WIND PRESSURES
AND SUCTIONS
STABLE AFTER THE BUILDING 15 COMPLETE, IT 15 THE
WIND PRESSURE
CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
AND SUCTION (PSP)
TRIG AREA
t+> VALUE DENOTE5 PRE55URE
(5Q FEET)
(-) VALUE DENOTES 5UCTION
�.3
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
TEMPORARY BRACING, GUYS OR TIEDOWN5.
RULES AND REGULATIONS OF THE GOVERNMENTAL AGENCY
(-+-)
(+) 305.3
0
SANITARY LAWS, CITY, COUNTY, SATE, AND / OR FEDERAL
UNLESS NOTED OTHERWISE. ALL FASTENERS IN CONTACT
ORDINANCES WHICH APPLY.
38.2
47.2
1 1. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS,
(+) 33.7
(+) 33.7
20
ALLOWABLE FIBER STRESSES OF NO. 2 SOUTHERN PINE
TRADE A550CIATION REGULATIONS / GUIDELINES.
CONFORMING TO 1997 ND5, A5 FOLLOWS: 5HEAR Fv=90 F51,
36.7
4 4. 0
5. ALL WORK 5HALL BE ERECTED AND INSTALLED PLUMB,
(+) 31.G
(+) 31.6
50
TO BE PRESSURE TREATED, OR BE SEPARATED WITH GALVANIZED
G. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE
34.G
35.8
(+) 30.0
(+) 30.0
100
UN-AIRCONDITIONED OR DAMP LOCATIONS TO BE MOISTURE
MANUPACTURER'5 WRITTEN RECOMMENDATIONS AND SPECIFICATIONS.
KE515TANT. ALL TILE TO BE OVER CEMENTITIOU5 BACKER BOARD.
33.0
36.7
GENERAL NOTES:
I . DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN.
DETAILS 5HALL GOVERN OVER PLAN AND ELEVATION DRAWINGS.
SMALL SCALE DETAILS SHALL GOVERN OVER LARGE DETAILS.
8. U5E JOINT SEALANT AND CLOSED CELL BACKER ROD TO SEAL
ALL EXTERIOR PENETRATIONS TO MAKE BUILDING WATER TIGHT.
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EXISTING CMU
REMOVE WINDC
REMOVE WALL
REMOVE WINDC
DEMOLITION PLAN
1/4" = V-0"
:XISTING WOOD BEAM
EXISTING WINDOW OPENING
TO BE REDUCED
;IMPSON'H3' EACH END
V/ 8-8d (TYP.)
NFILL STUDS
,5"x.25" TAPCONS
P 12" O.C. (PYP.)
I.T. 2x SILL
;IMPSON'H3' EACH END
V/ 8-8d (TYP.)
:XISTING CMU KNEE WALL
EMERGENCY OPENING 5.7SF
NET FREE AREA WITH
9. THE STRUCTURE 15 DESIGNED TO BE SELF-SUPPORTING AND
2. THERE SHALL BE NO 5UB5TITUTION OF MATERIALS WHERE A
STABLE AFTER THE BUILDING 15 COMPLETE, IT 15 THE
MANUFACTURER 15 SPECIFIED. WHERE THE TERM "OR APPROVED
CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
EQUAL" I5 USED, ARCHITECT ALONE SHALL DETERMINE EQUALITY
PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE
BASED UPON INFORMATION SUBMITTED TO ARCHITECT BY THE CONTRACTOR.
BUILDING AND ITS COMPONENTS DURING ERECTION. THI5
D M 1
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEATHING,
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
TEMPORARY BRACING, GUYS OR TIEDOWN5.
RULES AND REGULATIONS OF THE GOVERNMENTAL AGENCY
V)
HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND
10. EACH WOOD TO WOOD CONNECTION PER FBC
SANITARY LAWS, CITY, COUNTY, SATE, AND / OR FEDERAL
UNLESS NOTED OTHERWISE. ALL FASTENERS IN CONTACT
ORDINANCES WHICH APPLY.
WITH TREATED WOOD ARE TO BE GALVANIZED.
4. ALL WORK 51-1ALL BE PERFORMED BY SKILLED WORKERS AND
1 1. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS,
IN ACCORDANCE WITH THE BEST PRACTICE5 OF THE TRADES
RAFTER, ETC.) 51-1ALL HAVE THE FOLLOWING MINIMUM
INVOLVED FOLLOWING ALL TRADE STANDARD PRACTICES AND
ALLOWABLE FIBER STRESSES OF NO. 2 SOUTHERN PINE
TRADE A550CIATION REGULATIONS / GUIDELINES.
CONFORMING TO 1997 ND5, A5 FOLLOWS: 5HEAR Fv=90 F51,
4 MATCH EXISTING (TYP.)
BENDING 2xG Fb=1,250 PSI, BENDING 2X8 Pb = 1,200 F51
5. ALL WORK 5HALL BE ERECTED AND INSTALLED PLUMB,
SQUARE, LEVEL, AND TRUE AND IN PROPER ALIGNMENT.
12. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY 15
TO BE PRESSURE TREATED, OR BE SEPARATED WITH GALVANIZED
G. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE
METAL MOISTURE BARRIER.
HIGHE5T QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED.
ALL MANUFACTURED EQUIPMENT, MATERIALS, AND FINI511E5
13. ALL GYPSUM BOARD TO BE 1/2" AND IN
5'HALL BE INSTALLED OR APPLIED ACCORDING TO THE
UN-AIRCONDITIONED OR DAMP LOCATIONS TO BE MOISTURE
MANUPACTURER'5 WRITTEN RECOMMENDATIONS AND SPECIFICATIONS.
KE515TANT. ALL TILE TO BE OVER CEMENTITIOU5 BACKER BOARD.
7. THE CONTRACTOR 5HALL NOT CUT ANY EXISTING
14. ALL AIR-CONDITIONED SPACE TO BE ENCAPSULATED WITH
5TRUCTURAL MEMBERS UNLE55 APPROVED TO DO 50 IN
INSULATION, R-5 AT MA50NRY AND CONCRETE WALL5, K- I I AT
WRITING, SKETCHES, OR DRAWINGS SIGNED AND SEALED BY THE ARCHITECT.
FRAME WALLS, K-19 AT ROOF MINIMUM
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EXISTING CMU
REMOVE WINDC
REMOVE WALL
REMOVE WINDC
DEMOLITION PLAN
1/4" = V-0"
:XISTING WOOD BEAM
EXISTING WINDOW OPENING
TO BE REDUCED
;IMPSON'H3' EACH END
V/ 8-8d (TYP.)
NFILL STUDS
,5"x.25" TAPCONS
P 12" O.C. (PYP.)
I.T. 2x SILL
;IMPSON'H3' EACH END
V/ 8-8d (TYP.)
:XISTING CMU KNEE WALL
EMERGENCY OPENING 5.7SF
NET FREE AREA WITH
T
EXISTING KITCHEN
ua
_ _
1/2" GYP. (TYP.)
3 STUD INFILL DETAIL
24"M IN. HIGH -0 WIDE
(HEAD @ 6'-8") CUT CMU &
D M 1
V)
LL
2x8 SYP#2 STUDS @ 24" O.C.
W/ R-11 INSULATION TO
1 1/2" = 1' 0°
h 41
INSTALL NEW LOWER SILL �,
LL
-
rn
z
T
\
4 MATCH EXISTING (TYP.)
V )
EMERGENCY OPENING 5.7SF
I NET FREE AREA WITH 24"MIN.
U15TING PRE -CAST LINTEL
\
HIGH &20"MIN. WIDE
_
B15 i
(
EXTERIOR
SD EXISTING RESIDENCE
I �
SIDE
SD CM \
\
SID 'CM SD
`` NEW WINDOW
P.T. WOOD BLOCKING
\
HEAD OF WINDOW @ 6'-8"
SILL @+/-2'-0"
ALUMINUM WINDOW SET IN SEALANT
HEAD
EMERGENCY OPENING 5.7SF
\\
-
NET FREE AREA WITH
PAINTED BOARD PANELING
WOOD TRIM
HIGH WIDE
ON BUILDING WRAP ON 1/2"
& CUT C.
(HEAD @ 6'-8") CUT CMU &
(HEAD.
LOCATE NEW WALL
CDX PLYWOOD W/ 10d @6"
EXTERIOR IT
i
ALUMINUM WINDOW SET IN SEALANT
INSTALL NEW LOWER SILL
TO MAKE A/C \ SD
��� �
C O\E\
(TYP.)
O.C. ON WOOD STUDS TYP.
51DE
\DE \ \
LOCATE NEW W\\\
11 - 5 3/16
(1) #5 CONT. GROUTED SOLID
m
� TO MAKE A/C\\\\
JAMB
FLOOR PLAN
1/4" = l'-0"
SD - SMOKE DETECTOR
CM - CARBON MONOXIDE DETECTOR
EXTERIOR
51DE
WINDOW IN CMU
3/4" = 1'-0"
ALUMINUM WINDOW
SET IN SEALANT
WET FLASH AT SILL,
JAMES, AND HEAD.
PRECAST CONCRETE 51LL
WOOD SILL AND TRIM
K.O. BLOCK WITH (1) #5
CONT. GROUTED SOLID
REINFORCEMENT IN
GROUTED CELL BEYOND
n STUD WINDOW HEAD
�!1 10 = V -9 -
PLYWOOD SHEATHING
BUILDING WHAP
SELF-ADHEARED
HEAD FLASHING
PRE -FINISHED METAL
DRIP FLASHING
WINDOW
CLOSED CELL
BACKER -ROD AND
SEALANT
SELF ADHERED FLEXIBLE
FLASHING WRAPPED INTO
OPENING (TYP.)
BUILDING WRAP
STUDS
STUD WINDOW SILL
1 1/2" = 1'-0"
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANSEXAMINER
DATE
BUILDING WRAP
PLYWOOOD
SHEATHING
STUDS
CLOSED CELL
BACKER -ROD &
SEALANT
FLEXIBLE
SELF -ADHERED
FLASHING LAPPED
INTO PAN FLASHING
1V►L1QL11190hl
PRE -FINISHED
METAL PAN
FLASHING
SEALANT
P.T. SHIM
SANFORD BUILDING DIVISION
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 TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEN
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS
CONSTRUCTION OR VIOLATIONS OF THIS CODE
5/20/2015 11:41:24 AM
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JOHN P, PIM
PJ:91551
155U� bA1�
05/20/15
51d��T INTONATION
PLANS
Scale As indicated
A1 01
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JOHN P, PIM
PJ:91551
155U� bA1�
05/20/15
51d��T INTONATION
PLANS
Scale As indicated
A1 01