Plans 660 Sailfish Dr 2011 garage door LTERATION & REPAIR
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FOR
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CONC T_ _1[ \� UC T -10 _N
660 SAILFISH DR , E ,
or ACREN ' ACH
A T- LA TIC BE FLORIDA
S
. � PL
, CS-1
F COVER
C-2 ELEVAT
F
D-3 FLASHI
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OE B
JAM '.
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PROJECT LOCATION
IMPACT RESISTANT COVE RIN (FBC 2007 TABLE 1609. 1 .2 PROJECT LOCATION
WOOD STRUCTURAL PANEL WITH A MINIMUM tQKNESS OF 46 INCH AND MAXIMUM
SPAN OF 8 FEET SHALL BE PERMITTED FO pp tNING PROTECTION IN ONE—AND TWO--STORY
BUILDING. PANEL SHALL BE PRECUT SO TH TWY SHALL BE ATTACHED TO THE FRAMING
SURROUNDING THE OPENING CONTAINING TH paODUCT WITH THE GLAZED OPENING.
PANELS SHALL BE PREDRILLED AS REQUIRE FOIR THE ANCHORAGE METHOD AND
ALL REQUIRED HARDWARE SHALL BE PROVI . /ATTACHMENT SHALL BE DESIGNED TO RESIST
THE COMPONENTS AND CLADDING LOADS D RIWNED IN ACCORDANCE WITH THE PROVISIONS OF
ASCE7 WITH PERMANENT CORROSION RESIS T /ATTACHMENT HARDWARE
PROVIDED AND ANCHOR PERMANENTLY IN ST ON THEILDING IS PERMITTED FOR
BUILDINGS WITH A MEAN ROOF HEIGHT OF FLAT OR LE HERE WIND SPEED DO NOT
EXCEED 140 MPH.
TABLE 1 09.. 1 .2
WIND--BORNE DEBRIS P QTIECTION FASTENING
SCHEDULE FOR WOOD TRUCTUR4L PANELS
7117
FASTN E R FAS d, •,NR S PAON G (inch) ;
TYPE PANEL 5PAN `
D
2 ft t& 4 ft 4 #o 6 ft 6 to kft
#8 WOOD SCREW 16 1♦t� 10 8 w
w/ 2 EMBED
#10 WOOD SCREW
w/ 2" EMBED 16 12 9
NU
Y4„ LAG SCREW
w/ _2" EMBED 16 16 16 90
BEAM AND HEADER DETAIL
OPENING WIDTH HSR SIZE # OF JACK STUDS EACH END # OF KING STUDS EACH Efj
1'-0- to 4'-0- (2) 2x8 1 2
4'-1' to 9'-0' (2) 2x10 2 2
9'-1' to 16'-0" (2) 202 3 2
SIMPSON "MA12" STRAP or – O 32' O.C.
MIL JIIIIIIIII (ONLY IF OPENING IS GREATER THAN 5'-0-) BEAM or HEADER AS PER PLAN
SIMPSON "LSTA21#6 SLAP
$ TO DBL. TOPTUDS
s -
ALT 00M
KING STUD
AS PER CHART
APPROX. UMRS
SON JAgC STUD
AS PER CHART
DOOR or WINDOWS OPENING
d �►rcrld0o as $ / or rCRIPPLE SSIUDS
IsTm P.T. BOTTOM PLATE
SOLE–PLATE AN
L
.,--(SEE EXT. WALL CDVAIQ
laic:- T, - ,a ••. •..n.-.:.- - v'�• r.rr--4 .
07 3
CC 10! �]Q70
NOTES: *SIMSPON "LSTAII2" STRAP or = 0 32" O.C.
IS ONLY USED WHEN OPENING WIDTH IS GREATER
THAN 5'-0"
LIMITS OF W
N.T.S.
Door Schedule GENERAL NOTES :
LEGEND
Caklout Door Size Rough Opening PROJECT SUMMARY:
ALTER EXISTING ROOM TO BE
20613 2'-0" X 6'-8' 26' X 82 3/4- UNCONDITIONED GARAGE SPACE n EXISTING WALL TO REMAIN
W/ WOOD FRAME CONSTRUCTION
2266 2'-2' X 6'-8" 28" X82 3/4" REPLACE EXISTING EXT DOORS & WINDOWS
2466 2'-4' X 6'-8' 30" X 82 3/4' AS NEEDED BY BUILDER ———— BEAMS or HEADERS AS NOTE96
2663 2'-6' X 6'-8" 32' X 82 3/4" VYNIL SIDING
on EXISTING 2X4 WOOD WALLS
2863 2'-8" X 6'-8" 34" X 82 3/4- do CMU. BLOCK WALLS
210168 2'-10- X 6'-8' 36' X82 3/4- EXISTING ROOF SYSTEM FOOTAGE-
209)
O O T A G E
30613 3'-0' X 6'-8` 38' X 82 3/4' (TO REMAIN UNALTERED)
208) 2'-0" X 8'-0' 26- X 98 3/4- 8' PLATE HGT
2281) 2'-2" X 8'-0' 28" X 98 3/4" l (EXISTING) ALTERED ROOM 252'
2481) 2'-4" X 8'-0' 30" X 98 3/4" 2X6 PLUMING WALLS NOT SHOWN NEIN H&C. 0'
2680 2'-6' X 8'-0' 32' X98 3/4- F F �* ) NEW UNDER ROOF. 0'0'
WV, SLAO:
2'-8' x –Or 34' X 98 3 4' _ ALL_
KNOCKDOWN CEILINGS
3081) S`-0�` X"8'–O" 3f! X98 3 4" r�
PARKNG & SIDEWALKS NOT SHOWN
ALL DOOR TYPES SHALL BE DETERMINED
BY THE HOMEOWNER OR CONTRACTOR
VG WINDOWS
ERIAL. REPLACEMENT
4040
i
O
VYNIL SIDING
(MATCH EXISTING
\ NEW 3068
EXISTING HOUSE— ALTERED ROOM
�
E_LEVATION
„ _
VG WINDOWS /41
/
•ERIAL
:XISTING H0k1SE - s
/ e CEILNJG'
LLL L
LL L L �
LL �
NE 1 8' YIN* )L
E)(. 3030
ALTERED Ri410 EXISTING HOUSE
1 `Q
FRO NT ELEVATION
1 4„ 1 , _011,
r
NEMEMMM,OF TW MAD BASHING AGAAW 7W
pomw mwm sExw""am m"DIE
WEND HEAD FLASHING BEYOND 001 4VA
Ar ifFASTEN IN PLACE.
f,7=7OP OF MNIB RASHINC MOM M FLAP
OF U%M REWOW BMMIFR AT 7HE WAD.
EXTERIOR WALL
RASHING AT HEAD DMINX 1'
BEYOND MW FLASHING
-AAu - -e7
41 - 0 -t7- ---,, DRIP SCREED
7�A 1, — — ..:
mfifim L40UNTM RAN=
my conlow srmmr 70 Tw OF WINDOW. MIN. V' ABOVE GRADE
AT NNE TOP(WAD)AND SIDES ROM
AlW AT 4'ABOVE.-j! EXIEND SE
NW SEMW
-t! OPENING AT HEAD. ,MMB
AM FASTEN N PLACE.(RASH as smmm
4 /4"
D=LW UL nmma
9 FLASHINS C ADUCH OPENING
1,WAAMMumm 7w MP EXTEND&M
OF
NEW 7=mp OF 4" MIN.
OF M IT 7HE MA
17:
GRADE
WINDOW
WML
ILL EXTERK
L1.1.1.4 USE THE FLASHING CUT FOMUM 70 DEFEIVANE THE UDWH OF EACH MW CPF RANING FOR ALIGNE(
RICH WINDOW 7K AM SM"M MAU A FLOWE BASHING MNIAA ML MXW(OF 0 lK (2M OF THE
pp,nASHING
nVAED r=7r
OWOM jW BE USED. THE ACRiAL
QL ValMOF ;VK RAS"ING PROTEC
m wom
LSAT Rnm oomxmm sar--A mi Vx
UM 7NAX 9 K W). SElf-MINEM WK RAWNG W"RMF TO W WEK0W—M3STMr
=AND TO wr 70 7HE
ADHIML
rUM OF&)AM TO 7HE MOIKIING RANK WMML-0"OIDEIt 70
ACCEWAOMLOMW J00 TO 7W
SM DIE WINDOW MMIE TO OPOWL APPLY A
lo THE atxzm
Ir 1$Lm Jim
0
THE MOM RANGE
PM-KINCHED HOLES OR SM
SHIM AM ADAW WINDOW 70 ACHK SCIUME,
21:LWA DO=UK CONNISM
FARIM pa ww"
WAFAMMEIS SPECFCA710M
WINDOW INSTALLATION
SEALANT BEAD SEALANT BEAD' 1BETWEEN SECTION 703 *ALL COVER
BEHIND MOUNTING MOUNTINIP FLANGE
FLANG AND fLASHING
APPROVED CORftSION—RESISTIVk
IN SUCH A MANINER AS TO PREV
WATER TO THE (BUILDING STRUCTt
SURFACE OF THIE EXTERIOR WALL
REENTERING THEE EXTERIOR WALL
INSTALLED AT. FAUT NOT OMITED
Fft WINDO AM
1) FLASHING
7T
2) AT THE I NT"-kSEC"* C
'13 E
' ' V
Is I-I iigfiii�� WALLS. WITH 'PROJ CTING TPS
FLASHING
3) UNDER AND, AT THE ENDS OF
SEALANT BEAD BETWEEN
FLASHING AND MOUNTING 4) CONTINUOSQY ABOVE ALL PRO
FLANG SECTION THROUGH WINDOW JAMB
5) WHERE EXTt�IOR PORCHES;. 0
SECTION THROUGH WINDOW JAMB WOOD—FRAM( CONSTRUCTION.
METHOD A- 1 METHOD B- 1 6) AT WALL ANI) ROOF INTERSW
WEATHER RESITIVE BARRIER APPLIED PRIOR TO THE: WEATHER RESITIVE BARRIER APPLIED PRIOR TO THE 7) AT BUILT-14 GUTTERS.
WINDOW INSTALLATION. FLASHING APPLIED QYEE WINDOW INSTALLATION. FLASHING APPLIED BEH
THE FACE OF THE MOUNTING FLANGE. THE MOUNTING FLANGE.
WIRE AND
IOT LESS THAN
MORE
IORE
0 MPH (176.99k%/H) BUILDERS WRAP
ORE THAN over O . SHEATHING
XIMUM 18m INCHE%
HARDI—LAP SIDING
ND ALL 5/160 HARDIE PANEL—\ DRIP FLASHING .,-2x2 P.T. MEMBER
TOP OF WAINESCOAT-
2x4 P.T. BOTT. PLATE W/VAIROR BARRIOR 0 BlOff. OF WINDOW 2x4 P.T. BOTT. PLATE w/VAPOR BARRIQIR
OUT SHALL BE SIDING: SLAB LEDGE STONE
MORTAR, A 6- (MIN.) CLEARENCt,,, over STUCCO-----* SLAB
'HING. WHEN nu*IG FROM GROUND (TYPICAL)
MEMBRANE OR
,ROVED PAPER—BA(CKED SLAB
D GROUND LEVEL GRADE
4--
STRUCTURAL FLOORS, /\—OPTIONAL MONOLITHIC FOOTER A
'NTH SECTION R70-1.7. MONOLITHIC FOOTER
M OF 1' INCH FOUNDATION
OVER
MIUM SPACING MARDI PANEL SHALL BE INSTALLED lm MIN. BELOW SLAB
MARDI PANEL SHALL BE INSTALLED lm MIN. BELOW SLAB
4.8mm) IN
HARDI PANEL- STACKED STONE DETAL
N.T.S. N.T.S.