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ON FILE
BUILDING DATA AND DESIGN CRITERIA
REVILED 05-03-07
- FILE (gm;mhOPY
DATA
BUILDING
N
FLORIDA BUILDING CODE 2004 : RESIDENTIAL, 2005 and BOOS SUPPLEMENT
- FLORIDA BUILDING CODE 2004 :PLUMBING, 2005 aM 2006 SUPPLEMENT
BUILDING CODE 2004 2005 2006 SUPPLEMENT
FLORIDA :MECHANICAL and
FLORIDA BUILDING CODE 2004.: FUEL GAS, 2005 and 2006 SUPPLEMENT
NATIONAL ELECTRICAL CODE. 2005
STRUCTURAL DESIGN PARAMETERS, ASCL 7-2002 C PER FRC 2004 :SECTION R3012JJ, DESIGN CRITERIA J
-
CLASSIFICATION : 2
C
OCCUPANCY, RESIDENTIAL
SS
Y
g
BUILDING DESIGN: ENCLOSED
S
S
M.:
WIND .SPEED. W MPH - 3 SECOND GUST (FRC 2004 : SECTION R3012J3)
EXPOSURE, B
e
RINI
...
D
INTERNAL PRESSURE COEFFICIENT: GCp'-H--0JB
St LUC(E COUNTY BUILDING0-is
DI
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a�
g
A
IMPORTANCE FACTOR: I_
NUMBER Of STORIES: TWO STORY
"WED F , COREVIEWED 87V C
DATE
BUILDING MEAN ROOF HEIGHT. 25 FEET, MAX.
PLANS AND PERMIT MUST BE KEPT ON JOB
Y
OR NO INSPECTION WILL BE MADE,
F
e
x
t
WOOD FRAMING INSPECTION
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE,.
o
INSPECTED AND APPROVED BEFORE REQUESTING THE FRAYING INSPECTION.
(FRC. 2004, SECTION R109.3)
�.
TERMITE,TREATMENT
THE .BUILDING AND PATIO SLAB HAVE RECIEVED A COMPLETE TREATMENT
FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT
IW
O
W
ti
15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
q
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
V
21
(FRC 2004, SECTION. R3201
T
30RA CARE :'TERMITE TREATMENT
.THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR
j
p
LLJ.
THE PREVENTION OF SUBTERRANEAN TERMITES
THE TREATMENT IS IN ACCORDANCE WITH THE RULES
LAWS OF THE FLORIDA DEPARTMENT OF
O
Z
O
W
AGRICULTURE AND CONSUMER SERVICES.
(FRC .2004, SECTION R320J8)
2
EXTERIOR WINDOWS AND GLASS DOORS
e
EXTERIOR WINDOWS .AND. GLASS DOORS SHAM BE TESTED
BY AN APPROVED INDEPENDENT TESTING LABORATORY.
o
AND SHALL BE LABELED WITH AN APPROVED LABEL
(FRC 2004, SECTION R6I3)
4005 Maronda Way
SEE MANUFACTURER'S DETAIL SHEETS FOR DESIGN CRITERIA
San%rd R 3; i1
(10 32� 0061
R
,,
AND INSTALLATION METHODS.
WINDBOURNE DEBRIS REGIONS
IN BUILDINGSLOCATED IN' WIND -BOURNE DEBRISEGIONS
YeOP�E�
SHALL HAVE GLAZED OPENINGS PROTECTED FROMWIND-BOURNE DEBRIS. GLAZED OPENING PROTECTION FOR
�
�i
WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF ',
.
Cleenae N. 0050068
THE LARGE MISSILE TEST OF ASTM E 1996 AND OF
ASTM E W6, 55TO IZ ANSI/DASMA 115 (FOR GARAGE DOORS!
-
,; ,,,I ITT OO
�'1""" 14
- '^
N
OR TAS20/, 202 AND 203
LFRC 2004, SECTION R3012J2) .
THESE PLANS. AND ALL PROPOSED WORK
r�
SHkF':
ARE. SUBJECT TO ANY CORRECTIONS
REOUIREDBYPIELDINSPECTORSTHAT
MAY BE NECESSARY IN ORDER
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GENERAL FOUNDATION NOTES;
ALL FOOTING REBAR SHALL BE CONTINUOUS
(2)•5 BARS GRADE 40 STEEL w/ 3"MIN.
COVERAGE, UN.O.
ALL VERTICAL REBAR. DOWN REBAR, DOWEL
REBAR AND BOND BEAM REINFORCEMENT
SHALL BE •5 BARS GRADE 40 STEEL
PLUMBING PASSING UNDER OR THROUGH A
FOOTING SHALL BE ENCASED IN A PIPE
Of 24x 12'DEEPCONC.
TWO (2/1,S/ZES LARGER THAN THE PLUMBING
FOOTING w/ l31 -•5' REBNt
PIPE.
EA WAY. TOP FOOTINGTO BE
8'BELOW FLOOR LEVEL
■: INDI,C,CATES FILLED CELL WITH REBAR
15-INDICATES FILLED CELL WITHOUT REBAR
x NG x. / DEEP CONC. .
FOOTING w/ (F
FOOTING
ALL CONCRETE GROUTED CELLS FILLED
G TO
FOOTING
FOOTING TO BE
w/ 3000 p8I CONCRETE SHALL BE
8'BELO FL
8'BELOWFt00R LEVEL
CLEAR UNOBSTRUCTED CONTINUOUS
BAR GRADE
xSTEEL
TIED AT FOOTING
40G LINTEL EEL
PROVIDE INSPECTION HOLE AT BOTTOM
4
OF GROUTED CELL STACK...
RETE SLAB• 3%Z'DEEP
Y-4
10'-61 r-4 P lG'-8"
P 9'
10'-8" Y-4' ITS'
4 In
10'-8" Y 10'-8'
Y-4
Y
r-4 P I r
POURED 25
POURED
6x6 10/ Wr
VAPOR BAR
OVER CLE
TERMITE T
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-
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DETaL SHE
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SEE DRAW1
PLUMBING
LOCATIONS
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OPTIONAL 24 x /0'
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COVERED PORCH 1
4-8°
51-IF
6'-F:
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5'-4'
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51--P 31-4' 71-0'
314 1. "3'-If 7"-0'
3'-4 5'-4"
618,
51-0' 314 1 3'-4
7'4 3'-4' 514 A
6'-8" 51- r
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8"
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7'-0' x 4,I
CONC. PAD
7,-0, x 4'-0'
CONC. PAD
W
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CONC. PAD
7'-0' x 44
COONC. PADpl
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FOUNDATION w/ !31
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RAIN RISER
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RISER
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16'-0'
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181-8, -
36'-0"..
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142'-0'
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PSI CONCRETESLAB W/
E OR FIBER MESH ON VISOUEEN
IER W/ ALL JOINTS TAPED
"
COMPACTED (2000 psf, M/Nl
EATED FILL
TION OF GROUND ROD,'
NC.ENCASED ELECTRODE
• FTG
' FPI FOR UNDERGROUND
D MECH..CHASES FOR
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8
3'-6' x 3'-6• CONC. `o
COMPRESSOR PAD g
(TYP.) u
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a;kdo�
e,82cl-
,
Q � �
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41
Maondz Sysbma '
hl WS Mm.de Way-
i� -.. SanloN;fL 9177J
'Noma P.. P.E. "
F !- laense Yo. 050068
�11Nh 97.2007
a
'I
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
i
D
FILE COPY
9o-01-00 a3s/Aaa o = L' i WINDOW NOTES
V) m xo m w �.. a ? C w s NOTE I) %2t IDE:2 FASTENERS IN so so
HEADER -JAMB NOTE 6) 6 HIGH 263/4 :4 FASTENERS IN EACH SIDE JAMB AST R4IT49 LINTEL SCHEDULE
W WR v W m w m Y woW w w ? ^ a � h o FO.WIDTH IS FROM JACK TO SILL NOTE 2) 2 WIDE:2 FASTENERS IN HEADER -JAMB
Z o wo Wo 0 oqp aJ �� w� QW� w �mq 8z j o o FO.HEIGHT IS FROM SILL TO BEAM. NOTE 3) 3 WIDE:3 FASTENERS IN HEADER -JAMB NOTE 7) 438 WINDOW INTO FRAME OPENING:'l0 X APPLIED LOADS IPLF) SAFE LOADS
i s z . w. m to c .. ego $ N W 3 a q i � m � `� � w ~ m o $ m ¢ o � w 4 o MO.WIDTH IS FROM BLOCK TO BLOCK.. NOTE 4i 2 IGH: 2 FASTENERS !N (ASIDE JAMB SCREWS uNrEL LENGTH rrPE GRAVITY UPLIFT cRAvm UPIJFT COMMENT
yj g 30 Wj Qj 03NW0 j �m; w _ a oc MO.HEIGHT IS FROM LIP Of: SILL To NOTE 5) 3,4'�OR 5 HIGH:3 FAST.EASIDE JAMB NOTE 8)SGD FASTENED WTTH:'10 1%°:PANHEADjH0115No 6'-8' aRF22-0e/ 3n 25 5743 2442 RECESSED
; mwIZ4QCQ'14Z `�w o�3tiw , �g mA KWjw = w &DIMPRECENTION IS ALWAYS WIDTH. SILLS�6°X I�/q`ANCHORS EVERYHOLE
�3 2 3�G 2 o2W zl wmWVf02 xx x o �W No W ti a
fox moon 2lnm� j zaNgwo�� 7o is 3� �ww'^ �. .UNIT OF MEASURE IS INCH: 4'6' 8F24-0B/1T 393 660 a576 4292
�a m�ro o ?;� m d3� w¢ zw?W¢ m=awV"' w= Sz s: �m w�.. :oi.o .. 3o8�i \ ItsW 7'-6' 8FI6-OB/IT 485 323 2632 1634
��x3 w m�ox'ln3m�w� �2 a2 s� z ° zxmN NORANDEX SERIES (M0J4371F0)438 WINDOW SIZE CHART
LL_o gz m h wg x g o cemo �ti x w o= gym.. w`d o o. ATTENTION
3g w� M'i 41�axW max co��� y N c, F.. • Wix SCHEDULES FOR NORANDEX SERIES 5 /502 SGD DOOR OPENINGS 590' 8F24-08/TT 465323 6034 '3295togo„�=jxv,��Qo. �.WINDOW FASTENERS AND SIZE.O.FAST.§zmSog�i � jxwox;. wa x -ujn,t a CAST-CRETE LINTELSw 5'-la 8F24-0B/IF 485 323 6034 3295
` zr�c. % i.�x���oaAS SHOWN.ARE TAKEN 6080 752X 97 q 8 A ll3 167
WWg.W-I¢�=W�mW ?gtxm -Iy ww wx -I DIRECTLY FROM TABLES 6 I7'-4" fiF36-lB/? 2047 1470 GARAGE
� a=wo�aa� a H tin h'� Q �2_ a v"i SUPPLIED BY THE RESPECTNE SERIES (MOM, / (FO)436 OPENINGS B 493 426
m MANUFACTURERS.AND ARE 470 PORCH
PROVIDED FOR CONVENIENCE ONLY. SIZE SINGLE M.O. FAST. DOUBLE MA. FAST. SIZE SINGLE:FA. FAST. DOUBLE FA. FAST 7 12'-0' 8F8-0B/IT 107 150 540
BE IN
wALc, {Ll IPrcALI 25 37 aX 63 2S 25 36/ x 62 7 8 Iz-a 8P8-0eOT ' 190 220 540 470 PORCH
RG 2x4 •2 SYP WD.57UD5 35 53 8X '63 24
0 l6'0.0 ATTAdH.w/ I'
x 5J'SUR- -STUD 9 /d-G BF8-0B/IT l07 150 535 530 PORCH
w/ WEST PAL 0 4'-0"O.C.
0 FCONCRETE BLOCK WALLS
CMU w/ P.T.FURRI. STRIPS
0 A/C AREAS
2-HOUR AREA SEPERATION-
w/. I2)PGYPSU,I LINER PAA
INSERTED IN HSTUDS M 2
BOTH SIDE
Px4 PRAMEDEWALL 0 16. O.0
R-//INSULATIONAND %z" 0
ON UNIT SIDE
rvB
z4'-d 4Al
a B
za a
ALL Z?
E .C5. D a
I OPTIONAL 24' x 0'
i COVERED PORCH
t'
OPTIONAL 2 r x la
i O COVERED PORCH
OPTIONAL 24' x 10'
COVERED PORCH O i
§
b
-
OPTIONAL 24' X la
COVERED PORCH O
a
W/
{ 9
O
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ALL
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B
ATTACH 16t FLOOR C-RUNNERS W/
31,6'x-'TAPC(IN 0 24'O.C.
ATTACH IsT FLOOR 2x4 STUDS w/
%z x j; SUR- STUD 36,-0. 35'-0'
w/ WEST PALA a 46'O.C.
3'$ x 3'G CONC. 8
'7%• t4-3�z° ' '9-COMPRESSOR PAD
8-7%z' le-0' 2' 10-7' Y
CM
..:... .. CMU CMU
CONC 7'-0• x PA4'O-0'
CONC. PAD CONC. PAO GONG PAO
7 D )d/z° §> 7 •Y
ST. OHN AL ST. J HN BL ST. JOHN BR N ST. JOHN AR
kUPED
'-s'`ls'-'d/z• ■ -\ I. T _. _ 1s'-4/i i e'-31/e' !�. • � O �
sk
LUD
ko • (3) 2x4 SFU � � .. ) '.. x4 IDS BRG • E ■ M TUDS BRG . 31/2' '�•Y • O
31. BRG p 3 Is PERMIT o
3' p Ll
v $ CMU
CMU
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W
(3)2x4 TUDS • I� �'
x � (3)2x4 SFU � (3)2x4 05 � -
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x
WOSM rontla Way
Sanford FL 93t71 . A
O a O I a ( O1�f311 J61,
_ Jill
6A • � - - _- — _. _ - _ • • � • • • - _. - _ _ _ _ _ _ _ � � • • 6A Tomas n c. y- -�
1Ih,
• • 8' ¢. _ v • - _ _ _ _ _ — _ _ T ^ Limnos Na:?af50088 \ .`
F
-—-—— — — — --- s'4%' zap; z3 CMU CMU l6'-0' 8'`9' -3'
IT-8' ld-a 1d-0' O'$. !d-0' .CMU 1'4'
7' 8° T-M 20 -O' T-•Y 2T_8' T-9" SHEET:
W
F
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECTTOANYCORRECTIgNS
REQUIRED BY FIELD INSPECTORS, THAT
MAY BE NECESSARY IN ORDER T01
COMPLY WITH ALL APPLICABLE CODE
S,
GENERAL FIRST FLOOR NOTES:
ALL EXTERIOR WALLS SHALL BE CONSIDERED
SHEAR WALLS MINUS ALL WINDOW AND DOOR
OPENINGS. o
EXTERIOR WADS TO BE CONCRETE o
BLOCK W/ P-T-FORRING SCRIPS IN A/C
AREA TOTAL WIDTH - 87'
EXTERIOR OPENING DIMENSIONS ARE TO
FACE OF MASONRY OPENING.
INTERIOR LOAD BEARING WALLS TO BE 2x4
WOOD FRAME WALLS w/ STUDS a /6OL.
SEE STRUCTURAL WALL SCHEDULE
SHEET • TRI
INTERIOR NON -LOAD BEARING WALLS TO BE
NOMINAL 3r TL STUD, 25 ga.,U.NO.
ALL WOOD NOT SEPERATED FROM AND/OR IN
DIRECT CONTACT WITH CONCRETE OR MASONRY
SHALL BE "PRESSURE TREATED WOOD'
SEE LINTEL SHEET FOR LINTEL SIZES OVER
WINDOWS AND DOORS. PRECAST UNTELS
BY CASTCRETE.
ALL COMPOSITE BEAMS OVER WINDOW AND
DOOR OPENINGS ARE TO BE BNOMINAL
WIDTH AND /6'NOMLNAL HEIGHT,UND.
THE I6'NOMINAL HEIGHT SHALL CONSIST
OF AN 6'TOP COURSE (BOND BEAM BLOCK)
FILLED w/ 3000 psl CONCRETE w/
W GRADE 40 CONTINUOUS HORZl5 REBAR
AND AN BHIGH STRENGTH PRECAST LINTEL
LOWER COURSE WHICH SHALL BE UNFILLED.
U.N.O. FOR FILLED PRECAST LINTELSUSE
3000 CONCRETE w/dj' AGGREGATE.FOR
REIN ORCEO PRECAST UNTELS,USE GRADE
40 REINFORCING STEEL
PROVIDE SAFETY GLAZING AT, El -TEMPERED
ALL WINDOWS OVER BATH TU9955..
ALL WINDOWS WITHIN 240F A DOOR SWING.
ALL SLIDING GLASS DOORS.
ALL FIXED GLASS LITES OVER 30 SOFT,
ALL L/TES WITHIN 18.OF THE FLOOR AND
INDIVIDUAL PANE GREATER THAN 9 SaFT.
ALL SHOWER ENCLOSURES.
PROVIDE AFCIs (wa-fwff Grwff lr#vrUpus) IN
ALL DWELLING UNIT BEDROOMS PER NEC.
SECTION 210-12.
THE A/C DISCONNECT WILL BE LOCATED WITHIN
3 FEET OF THE COMPRESSOR.
SEE SHEET • WU FOR WINDOW AND LINTEL
SCHEDULES AND DETAILS
PROVIDE HEADER W/ (U 2x4 JACK AND
(1) 2x4 STUD. EACH SIDE OF OPENING
(NO STRAPPING REQUIRED. UNDJ
HDR TO BE NO 2 SYP SEE PLAN FOR SIZE
ALL DRYWALL TO BE %1' THICK. U.NO.
SC DOOR • 20 MINUTE FIRE RATED DOOR. MIN.
OPENING PRESSURES fjfth,
Q
4520 / -3820
'29J / -347
w
•3520 / -44M
-313 / -372
SQUARE FOOTAGE: ST. JOHN - A
Isl FLOOR LIVING IJ62 SO. FT.
8W FLOOR LIVING 576 SM FT.
TOTAL LIVING 1956 SO. FT.
GARAGE AREA 41/ SO. FT.
COVERED ENTRY III So. FT.
TOTAL AREA 2387 Sa FT.
OPT. PORCH 240 So. FT.
SQUARE FOOTAGE:ST.JOHN B
Is7 FLOOR LIVING 1300 SO. FT.
2nd FLOOR LIVING 612 S0, FT.
TOTAL LIVING /9/2 Sa FT.
GARAGE AREA 372 SO. FT.
COVERED ENTRY 18 SO. FT.
TOTAL AREA 2302 Sa FT,
OPT. PORCH 240 sa FT.
4 24'-0' l0'-8'
1a-e r4 /a-6• r
P/C LINTEL FILLED P/C LINTEL FILLED ■ �
oI
I
I
OPTIONAL 24x la COVERED PORCH I
�I
�I
BLOCK PRIVACY WALL �I
I
ABOVE BLOCK WALL a ROOF TRUSS
WP/670 2-HOUR AREA SEPERAT/ON
WALL W/ (2) r UNER PANELS
Le
INSERTED IN 2'H-S7UDS a OPO,C.
�7F1RE AL RERAqING w/ GIN
ATTACH ALUM. BREAKAWAY
CUPS a TOP/BOTTOM OF
ROOF TRUSSES
35'C'
38'- 'a 24'-4'
4'-a la-5' l2'C' 8'•
7'-0'x 4-0'
CMU .GONG. PAD
60B0 SGD �� 3 EGREW5
P/C LINTEL FILLED 2 ON
Pt I,INjff"P E ff U/N7EL, FILLED
BRKFST NOOK 5SoPGREAT ROOM MSTTR BEDROOM
CARPET w/ 94 CEIL CARPET W/ 94 CEIL CARPET w/ 9'-4'CEIL
45'WA L
Illl 'F- .-
A-
1�'s �.
4 10"
/r-B
BEARING WALL LTYPICP[]Y4
2x4 •2 SYP WD.STUOS
UD
f2/
WES,� P'4_M aT 4BOc.
— — —
—
al'
P/C UNTEL FILLED P/C LINTEL FILLED
■
&CONCRETE BLOCK WALLS
CMU /G STRIPS
�I
A/C AREAS a
I
2-HOUR AREA SEPERATION WALL
RTD W/ (2)rGYPSUM LINER PANELS
OPTIONAL 24'x Ia COVERED PORCH
I
wl
ljVSERrED IN H-STUDS a 24'OC.
,I
*'AIR SPACE -BOTH SIDES, AND
ZxFRAMED WALLR-I4INSULAT/ON
Da%16DRYWALL
BLOCK PRIVACY WALL
a�
ON UNIT SIDE
I
ATTACH Isl FLOOR C-RUNNERS w/
if6 x'Ya'TAPCON a 240.C.
III ABOVE BLOCK WALLA TRUSS
6. EPE AR ION
•
ATTACH /sT FLOUR 2x4 STUDS W/
.I
WALL w r(�RUNER PANELS
%X 5Ye'SUR-RSTUD
INSERTED IN 2'H-STUDS a 24'O.C,
W/ WEST PALM a 48'QC.
I
�pV R ALL FRAMING w/ 61W
I
%p' FRECORE 'C
ATTACH ALUM. BREAKAWAY
CLIPS a TOP/BOTTOM OF
HOOF TRUSSES
3BC'
CONC. COMP.
v wr,r•
ORo
MSTR BATH STOP
VINYL W/ 9-,?CEIL
5yp
3
a
'
C
26
Bl
oso
}
�
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NING
(5) SH
WMS
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O'CEIL
-0'Cf/LSill/9'
4'-a1e'
OON UNDERSIDE
BRG
OFF STAIR
STAIR AND WALLS. ,•,,,.
CARPET FLOOR
3080
GARAGE
Alan
2'
APENI
3'r
3
BRG �pNC w/ 94CEIL -
_�
v
8g•TYPE 'XIORYWALL
3%2
WOOD HAND RAIL
VINYL
S7"OP
o
PRE -ASSEMBLED. STAIRS, SEE
„-�
DETAIL SHEET • STR
9-Ir
3'-r
3'-r
IN— _tq
DINING ROOM
,ill
CARPET W/ 94CEIL.
`�
-
16'
FLAT OSB SOFFIT w/ DMF
UNr L FILLED
ON UNDERSIDE OF TRUSSES
a�
d�
T
3-0 w/
■
16'-a x 71-V O.H. GARAGE DOOR w/
12'
P/C LINTEL_ FILLED w/ (I) •5 REBAR.
T & 8
�
CONE
— —_
— _
�
■
• _ _ _ _—_
25 SH
ti
■_■
_
■■I
�
BIN DNF ARCH
r4
4-B'
r4
CLOSET
ARIL < wl
9 a'CE11_
BLKHD.0
GIA/Il —
MASTER PLAN
ON FILE
rlI rm wa.®_ _
3'-8' 7'-T 24'-4-
7'-V x 4V
CONC. PAO
�O
EGRE55�
6080 SGD
35 SH
■
•
■ ■
■ ■
■ ■
P/C LINTEL FILLED P/C LINTEL FILLED
P/C LINTEL FILLED gjy
ez-2/'
VINYL
BRKFST NOOK
STOP
GR AT ROOM
MSTR BEDROOM
CARPET W/ S'4CE/L
CARPET W/ 94 CEIL
CARPET w/ 9'4CE/L
I
■
NUTTWC L
ON THIS
D E D
ERMIT
2'-2' r-7• 0-1' 2'
45W
°
12' BAR TOP
W 0
i
3
ti
3'-6' 3'-r 5'-I%
P
STOP
•
i
VINYL W/
n3o
BC'CELL
OPENING
P
PTA
g
WMS
ih
�x�aW
C
TB
MSTR BATH
■
MIL
H
�20
.CEIL
NING
VINYL w/ 9-4
26
a
`
■
(5) SH
WMS
a°a
h
DRYWALL ON UNDERSIDE
OF STAIR AND WALLS,
CARPET FLOOR ...�.�.,�.....s
EN
3,_r
C
.. j ■
_
3% •
o
WOOD HAND RAIL
VINYL
PRE -ASSEMBLED STAIRS, SEE ■
STOP
,n
DETAIL SHEET • STR
Oar
3'-r
y r
GARAGE 7
DINING ROOM x
3A N CCQqN6 w/ 9'4 CEIL-
CARPET W/ 94 CEIL Na 9§'TYPE 'X'DRYW'ALL
16'�/" F 709B SOFfR-w7`-BMF— _
LINr L FILLED ON UNDERSIDE OF TRUSSES
■
( •
r -0 w/21
I
A
■ ■ ■ ■
• 25 SH q a+ CONC_PAD
l6'C'x 7'-TOH. GARAGE DOOR w/
T-9 P/C LINTEL FILLED W/ (N •5 REBAR_T & B
_—_—_—___ _—_.■■
Br DMF ARCH ■■
la -a r4 lB'-B'
�,� LOCATION OF
— CONC-COMP.
PAD
laC' 74
IT,B
351-17
- LOCATK)N OF STONE [DOTTED]
STONE [DOTTED]
ST. JOHN
- BR
ST. JOHN - AR
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODED,
EL ,\O
� `
♦` m
� V
i�
I— S
Alammla Syslama
A005 ■,nod.IYay
SacfmA, FL 72771
(J07N'B4S64
Llcensa No. 0050068
OCT 29 2007
SHEET:
RR
a
i
GENERAL FIRST FLOOR NOTES: B OV-a Q 10'-F 2r- r
I'-4 la-8' BEARING WALL LTYPICPL7 4 la-8'
SALL HEAREXTERIORWALLS WALLS SHALL BE CONSIDERED BRG 2x1 02 SAT WO.STUDS
SHEAR WALLS MINUS All. WINDOW AND DOOR O 0 !6'OC ATTACH w/
I I ,
OPENINGS. o FI- ■ ■ _ _ _ _ _ _ _ ■ ■ _ _ _ _ W/ WEST PALM ■T 48'OL... P
EXTERIOR WALLS TO BE 7'CONCRETE o • P/C LINTEL FILLED P/C LINTELFILLED ; ■ P/C LINTEL FILLED P/C LINTELFILLED
BLOCK W/ P.LFURRING RIPS IN A/C 8'CONCRETE BLOCK WALLS
AREA TOTAL WIDTH . 8�g' 1 a CMU W/ P.T. FURRING STRIPS p
EXTERIOR OPENING DIMENSIONS ARE TO 1 B A/C AREAS
FACE OF MASONRY OPENING.
i<i tp I w OPTIONAL 24' x Id COVERED PORCH 2-HOUR AREA SEPERATION WALL OPTIONAL 24' x. fd COVERED PORCH
INTERIOR LOAD BEARING WALLS TO BE 2x4 RTD W/ (2)r GYPSUM LINER PANELS w
.WOOD FRAME WALLS w/ STUDS & 16'O.C. - I O INSERTED IN H-STUDS ■ 24'OC, I
SEE STRUCTURAL WALL SCHEDULE I -Y4' AIR SPACE -BOTH SIDES, AND I.
SHEET • TRl o BLOCK PRIVACY WALL 2x4 FRAMED WALL 0 16'OC.w/ o
I� BLOCK PRIVACY WALL
INTERIOR NON -LOAD BEARING WALLS TO BE 1
- ONIIINSULATION UNIT SIDE AND V2'
DRlVYALL
NOMINAL 3%'MTL STUD, 25 9a.. U.N.O.
ABOVE BLOCK WALL ®. ROOF TRUSS ---'ATTACH & FLOOR C RUNNERS w/ ABOVE BLOCK WALL R ROOF TRUSS
WPIB70 2-HOUR AREA SEPERATION -s"x -Yj'TAPCON ® OFOC. ABOVE 2-HOUR AREA ROOF TRUSS
B' ALL WOOD NOT T WITH CO FROM AND/OR IN �° ,LI� I.I L
DIRECT CONTACT WITH CONCRETE OR MASONRY WALL TE I r21NER PANELS ' �' ATTACH !sT FLOOR 2x4 STUDS W/ WALL W/ (2)r LINER PANELS—"�^—'-'_
SHALL BE "PRESSURE TREATED WOOD' INSERTED IN 2'H-STUDS ■ 24'OG. %2'x 5%SUR-RSTUD - INSERTED IN 21H-STUDS ■ 240,C.
SEE LINTEL SHEET FOR LINTEL SIZES OVER OVER ALL FRAMING W/ 6"W W/ WEST PALM 48'O.C. " ER ALL FRAYING W/ 6`W
WINDOWS AND DOORS. PRECAST UNTELS /2"FIRECORE 'C �FIRECORE 'C
BY CAST-CRETE ATTACH ALUM.BREAKAWAY ATTACH ALUM. BREAKAWAY
ALL COMPOSITE BEAMS OVER WINDOW AND CLIPS a TOP/BOTTOM OF CUPS a TOP/BOTTOM OF
'ROOF TRUSSES.
DOOR OPENINGS ARE L BE 8• NOMINAL ROOF TRUSSES. .
WIDTH AND INAL HIGH SH SHALL
COP.
THE /6'NOMINAL HEIGHT' SHALL CONSIST
OF AN B'TOP COURSE (BOND BEAM BLOCK( 24'-4' T-a 3;_g° 24'4 T-0' 3' 8'
FILLED w/ 3000 51 CONCRETE w/ —
(DGRADE 40 CONTINUOUS HORZ.•5 REBAR q-T 12'-0' 1a-5' 4'-a -T l2'-0' ld 5 4'-0'
.AND AN IF HIGH STRENGTH PRECAST LINTEL
LONER COURSE WHICH SHALL BE UNFILLED, ` o
U.N.O. FOR FILLED PRECAST LINTELS, USE CON[. COMP. - CON[. COMP. 'M
3000 pst CONCRETE wl%' AGGREGATE.FOR PAD 7'-0'X 4'-O° PAD 7'-0'x 4'-0' ¢
REINFORCED PRECAST UNTELS,USE GRADE CON[. PAD CMU CONC PAD CMU i
40 REINFORCING STEEL'
f9
PROVIDE SAFETY GLAZING AT: ❑T -TEMPERED c EGRESS &S SH - ❑T 6080 SGO EGRESS �35 SH 0� 6080 SGD
ALL WINDOWS OVER BATH TUBS.
ALL WINDOWS WITHIN 24"OF A DOOR SWING,
ALL SLIDING GLASS DOORS.
ALL FIXED GLASS LIFES OVER 30 SQ.FT.
ALL LITES WITHIN 18^OF THE FLOOR AND.
INDIVIDUAL PANE GREATER THAN 9 SO.FT.
ALL SHOWER ENCLOSURES.
PROVIDE AFCIs (aro-fault clrcuff Interrupters) IN
_
ALL DWELLING UNIT BEDROOMS PER NEC,
SECTION 210-12.
THE A/C DISCONNECT WILL BE LOCATED WITHIN
3 FEET OF THE COMPRESSOR.
SEE SHEET •WLIFOR WINDOW AND LINTEL
SCHEDULES AND DETAILS
PROVIDE HEADER w/ (1)2x4 JACK AND
(1) 2x4 STUD. EACH SIDE OF OPENING
(NO STRAPPING REQUIRED, UNA]
HOR TO BE NO.2 SYP SEE PLAN FOR SIZE
ALL DRYWALL TO BE Va THICK, UNA.
SC DOOR • 20 MINUTE FIRE RATED DOOR, MIN.
CLOSET
OPENING PRESSURES 140mDh
w/
c9-4
CELL
9-4' C
Q
� N
-3520 / -38.20
•29.7.. / -34.7
O
O
k
•35,20 / -4450
`31.3 / -372
u'
SQUARE:FOOTAGE ST.JOHN A
lst FLOOR LIVING 1382 SO. FT.
2nd FLOOR LIVING 576 SO. FT,
ti
TOTAL LIVING 1956 SO. FT..
i
GARAGE AREA 41/ SO. FT.
COVERED ENTRY !8 SO. FT.
'
TOTAL AREA. 2387 SO. FT.
o
OPT. PORCH 240 SO. FT.
SQUARE FOOTAGE: ST. JOHN B
x
1st FLOOR LIVING 1300 So. FT.
a
2nd FLOOR LIVING 612 SO. FT.
TOTAL LIVING 1912 SO. FT.:
GARAGE AREA 72 SO. FT.
COVERED ENTRY 18 SO. FT.
TOTAL AREA 2302 SO.. FT,
OPT. PORCH 240 SO. Fr.
P/C LINTEL FILLED P/C LINTEL FILLED P/C LINTEL FILLED
31 MSTR BEDROOM GREAT ROOM STOP BRKFST NOOK 3�
Spa•. CARPET w/ 9'-4'CEIL /^MF 9--4`CELL I +, O' CARPET w/ rCE/L
RTD �N V,� ,� � t• ��,
ON THIS ) ' _34' 2' 2-r
6� m.. •k WALL
a L4'-4 ' 3'-1' 3'-6' 12' BAR TOP °
CLOSET
CARPET W/ N b+ Z le
9` 4r CEIL POOH VINYL w/ . VINYL U
OPENING 8'O CELL STOP)IJ J O 4 �f og R
WMS g OPT. PH n - _I a§
4' VINYL =w TO
SLKHD.®
3 ova N sroP MTR BATH ��ao a-dAFF. "w
kk �;yy
N N3o VINYL W/ 9-4"CEl "'�5
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D RUHRyyM 151 SH 'r `� 26 FWD 0��DRYWALL ON UNDERSIDEO _]
�+• - OF STAIR AND FLW BRG m. g
. CARPET FLOOR -yI tToj� d
1 NC wARAG E/L- RG `� d 3'r ARCH 2-9%' LL V 2
•• F��pp \ ;
eNYPE 'X'ORYWALL a' v ENI
WOOD HAND RAIL a3%' 3 /' j d- Lu o
bPRE -ASSEMBLED S7NRS SEE o VINYL O O
N DETAIL SHEET t STR ,n STOP Z 3
- _9z 5%2=• — -
Nib a\" DINING ROOM ~
j vt CARPET W/ 9'-,"CELL .
FLAT OSB SOFFIT w/ aVF /6 -p/2 MfaSYauma.. r
ON UNDERSIDE OF TRUSSES LINTEL FT D 4MMa'wda Way F
■ San/ N FL e1Rt.
16,-0'A 7'-0'O.H. GARAGE DOOR w/' 3-0 W/ T m ($4TtYN-0oBf" : r
_ P/C LINTEL FILLED w/ 111.5 RESAR,T & B SL
_—_ _ A %.
■ ■ ■ ■ ■ `. --�
ONC. PADxi. 25 SH y
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^ 8'W OS1F ARCH•-g CMU Tom tbn°e.p.E. - _
r4 ,'8 r r4 48 rc ACT?920078
36'-0• LOCATION OF STONi [DOTTED] 7ET.
a LOCATION OF STONE [DOTTED( / W
ST.JOHN AL ST. JOHN BL L �
c
a THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO Y CORRECTIONS
REOU RED BYflE DNINSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
y - COMPLY WITH ALL APPLICABLE CODES..
B. P/C
LINTEL FILLED
P/C LIRTEL FILLED P/C UNTEL FILLED
a�
to
l2'-d/g
22'-2/21
T
MS R,'BEDROOM
GREAT ROOM STOP
BRKFST NOOK
C ET W/9'-4"CE/L
■
CARPET W/ 9'-4'CEIL
CARPET w/ 9'-4"CEIL.
5%a"
l2'-3y
9-!r
�D
2'-/ -3%4' 2'-7' 2-2'
�"
�
°WALL
t
■
Ah
-
l2"BAR TOP
°
o
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■
VINYL
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ry
- -I
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3080
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ARC
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I
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ooxa
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TO
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v
D
4
309
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VINYL W/ 9-0"C 1L
ip
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2-6
OPEN
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R °
■ yyMy
(5)SH o� `�\°
3 �
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3� o
8'-0'CEI ••
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OF STAIR AND WALLS
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30B0
■
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3
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9%B'
2•-NI
WOOD HAND RAIL
■
PRE -ASSEMBLED STAIRS, SEE
2
VINYL
DETAIL SHEET • STR
9
-STOP
9'-Ir
7
GARAGE °
N
. W9'-,? CEIL. DINING ROOM
?NCE/'XORYW
L
YPCARPET w/ 9'-4'CEIL
r
PLAF-BSB-tOFFIT w, -DMt-- 16,-1'12.
ON UNDERSIDE OF TRUSSES LINTEL FI D
■
T
m
I SL
A
i ■ ■ ■ ■ ■
CON[. PAD 25 SH
16'-V x 7 -O' O.H. GARAGE DOOR w/ '
P/C LI
L FILLED W/ () •5 RE_BAR, T _& B T 9
CMU
■ ■ 8-W OMF ARCH
■ ■
MASTER PLAN
ON FILE
FILE COPY
I
I,
'I
I
%z' FIRE RET. PLYWD. MIN. WIDTH 46' FILLER
ALUM. BREAKAWAY CLIP _W3630 W3630 W3015 W4230 2'.T SPLAS
o TRUSS TOP CHORD
.P
GFIOUTLET > Y-
.ANDEND
'WIT
$
W36/2 12'BAR TOP UNDTOPER BAR VA?`
° tv
VENTLESS (2) FILLERS (21 FILLERS "rvc nc; o
PRE-ENGINEERED ROOF ARCH '
TRUSSES v 24'O.C. \ RANGE HOOD. OPENING m CAP
ALUM. BREAKAWAY CLIP: e > iy
T/PLATE ® TOP PLATE
2-HOUR AREA SEPERATION WALL n -
w/ !21 r GYPSUM UNER' PIWELS �' CAP
cs INSERTED
FRAMED W H-S I,S 0 24'O.C.. -2 r-7 " 2'-7 2'-P
g INSERTED IN 2'H-STUD
%y AIR SPACE -BOTH 6IDE5. AND
6" OC.w/ B36 B36 B42 Bl2 SB24 v SB24 o Day B29 4'-ld/a' I' 4'-83/e'
j R-Il INSULATION AND %z' DRYWALL
ON UN SIDE A. KITCHEN ELEVATION Be KITCHEN ELEVATION C.
KITCHEN ELEVATION BAR TOP
•PRE-ENCINEERED FLOOR 5
R DECKING ON
166'r CAP
.TRUSSES a 24"O.C. I'-4' 2'-6" r-
T/2nd FIR ��jj
,� br ® (m SPLASH
T/PLAT Y -
GFIOUTLET END —.� COUTNTER TOP
A O. PLATE AY CLIP ® CENTERED ® ® O
SPLASH
UNDERM/RROR MIRROR FOR COUNTERTOP CONSTRUCTION
W/ 0 AREA M LjNEITION`WACL OPT. 2l1d SINK 04�.2'� ONLY, NOT FOR: FIELD USE
w/ (2J K GYPSUM UN 6k PANELS
l[LJJSERTS IN 2-HST SIR 24' D
AlR SPACE BOTH SIDES, AND _ B
2x4 FRAMED WALL 0 16. OC.w/ b \ END i ga
R-11 INSULATION AND %g"DRYWALL ar ,® I l SPLASH 3
ON UNIT SIDE
A
ATTACH Is7 FLOOR 2X4 STUDS W/ -9'
/z x 5/9' SUR-R-STUD w/ PEO. SINK V30 V30 F-r V30 yp
WEST PALM c 48' O.C:,. X
2'STL. C RUNNER ATTACHED POW DER ROOM MASTER BATH HALL BATH
W/ e'X3/4"TAPCON C 24'O.C. g
T/SLAB SEALANT UNDER TRACK IIII c4
6
a FOUNDATION DETAIL,
SEE SHEET • FTG I =fit
I I
SECTION @ PARTY WALL 4W-a ggp yy� T
PRE-ENGINEERED ROOF
.. TRUSSES B 24OGd
�\
\ R-19 INSULATION
PRE-ENGINEERED ROOF < } ~
o TRUSSES a 24'O.C.. INSTALL OPEN BAFFLE"
BETWEEN TRUSSES
n
B
i
4 INTERSECTION POINT fNTE W 0
i6 .[
L 4
}a 9r
Q _ i2 25 2512
¢�
IIII III
2x4 WD.STU
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§
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R^11INSULATION , ` ` `1213
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.
ro
N N
°FLOOR DECK G 0
; _
PNE-ENGINEERED RWF —
PORCH
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(n
yy77
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le PRETRUSS ENGINEERED FLOOR
TRUSSES a 24"OG.
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PRE-ENGINEERED ROOF
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_ _
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_ _—_—_
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TRUSSES a 24'O.C. DORMER DEPTH
2
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®
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3
.
I
x
2-HOUR AREA SEP£RATION WALL p
W/ (2).PGYPSUM LINER PANELS SECTION @ DORMER
MER
�
QF'�QG
Op�J
lltt!!SERTED IN OH -STUDS M 241O.C.
"AIR SPACE -BOTH SIDES.AND ''
0 P
/`�0
Mamnde5yskros
40U5102randaWry
2x4 FRAMED WALL e7 16' O.C. w/
R-1/ INSULATION AND %z"DRYWALL
tp
ON UNIT SIDE
Flpi
T/SLAB
T/SLAB
FOUNDATION DETAL
_ _ _ _
PRE -ASSEMBLED STAIR..
�JstnaYEance.`
ti.
SEE SHEET • FTG
SEE SHEET ' STR,„.klcenaerW.00068
-
W
r .0T"3007
r�
a
SECTION '@ PARTY WALL/DORMER
BUILDING SECTION
a ''
SHEET
rrr
I
_
I
-
t
PLANS AND ALL PROPOSED WORK
• .
THESE
ARE SUBJECT TO ANY CORRECTIONS
A'
1
REQUIRED B1 FIELQQ INSPECTORS THAT
TO
- MAY BE NECESSARY IN ORDER
•
COMPLY WITHALL APPLICABLE CQDF%,
i I .
A.
GENERAL SECOND FLOOR NOTES?
-..- O EXTERIOR FRAMED WALL
ALL EXTERIOR WALLS SHALL BE CONSIDERED WU 2x4 •2 SYP WD.STUDS
SHEAR WALLS MINUS ALL WINDOW AND DOOR 0 /6O.C. AND %;6'OSB
OPENINGS. EXT. SIDE W/ 86 RING
SHANK NAILS 0 4.O.C. EDGE.
EXTERIOR WALLS TO BE 47HICK,CONSISTING -- 6"0G. FIELD. ATTACH TO
OF 2x4 •2 S.Y.P. STUDS W/ %s'OSB FLOOR SEE WALL SECTIONS _
SHEATHING. TYPICAL UND.
EXTERIOR OPENING WALL
OF ROUGH OPENING DIMENSIONS ARE TO FACE 2-HOUR AREA INSERTED INSUM LINETION TUDS P�4'D.C. n
INTERIOR NON -LOAD BEARING WALLS TO BE %'AR SPACE -BOTH SIDES, AND MASTER
NOMINAL J%'MTL STUD. 25 9a. UND., 2x4 FRAMED WALL 0 I6°OD.w/
VVV
PROVIDE SAFETY GLAZING. AT: ❑T ' TEOMPERED N INSULATION AND %? DRYWAI.
ALL WINDOWS OVER BATH TUBS. ON UNIT SIDE
Al WINDOWS WITHIN Of OF A. DOOR SWING ®� f
ALL SLIDING GLASS DOORS.
LE
ALL FIXED GLASS LITES OVER. 30 SO.FT.
AL LIES WITHIN IFOF THE FLOOR AND IF
LARGER THAN 9 SO.FT.
AL SHOWER ENCLOSURES. PROVIDE INC(s faro -BED OOMS PER NEC, INFILE
ALL DWELLING UNI BEDROOMS PER NEC,
SECTION 21042
ALL BEDROOM WINDOWS ARE CONSIDERED - -
EGRESS UNLESS OTHERWISE NOTED
SEE SHEET • WL FOR WINDOW AND LINTEL
SCHEDULES. AND DETAILS
OPENING PRESSURES /40moh
3520 / -3820 •297 / -34.7
_ _ _ _ _ _
_ _ _ _ _ — _ _ _ — _ _ _ _ — _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _SQ
J--
op
R
I
e
35-0•
'34`-81/z' s5'ad/{• wa g X
lr_/ • 8'-85/e' N•-9/z' �'° �9:. O $ a
a�g
HALL 3'/z" 3`/z" HALL
CARPET W/ CARPET w/ sgp
V LT CEIL VAULT CEIL`�`Y;
BEDROOM * J..Y BEDROOM *3 BEDROOM *2 J._Y BEDROOM *3 4111 9$
CARPET W/ VAULT CEIL a CARPET w/VAULT CEIL c CARPET w/ VAULT CEIL'. CARPET w/ VAULT CELL
— — — — — — —------- - — - — — — — - — — -- A b g
3'_5" 5• 4'-0' 3'-S 5'.6. C)
t co
S0 J 40
y 3-0 BIFOLD 3-0 81FOL0 o J•0 B1F LO 3-081FOLD y 3-0 BIFOLD 3-0 BIFOLD o 4-0 FOLD 4-0 9lFOLD ,�
N WMS .WMS WMS WMS `V WMS WMS WMS
0 3568. 3568 3068 la 'Z c�
OPENING Tj/.72' OPENING OPENING 7 /3z" is
5'-d/o"
'v 3112, 3'-5" l 3'_5 4'-3�z 4'-3�z" 3' S 2I`9'%' 41
b H a kq �M s ",... :n.•,.7L�6
b a HALL r :. i MaroMaS tems
LWJ6VINYL WJrik
gggay�a LW6
VINYL W/ 1 I INCLUDED 1005 Maronda Way
T+9 'g al:. \., anfoM p,.37771
25 SH 25 SH 25 SH 1 `r
EGRESS _ _ EGRESS EGRESS
ON THIS PERMIT
1
a-, 4'-O' c-O' 4'-0' 2T-ld/;-
HeicafisfNoa0E.
0EB
ST. JOHN BR ST. JOHN AR ` h
YUNF'07; 2007
a ST. JOHN BL :ORP. NAND ST. JOHN AL :OFF. HANG
3
i
s
iNBSp PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
r MAY BE NECESSARY IN ORDER 70
COMPLY WITH ALLAPPLICABLEC006l,
GENERAL SECOND FLOOR NOTES:
ALL EXTERIOR WALLS SHALL BE CONSIDERED
SHEAR WALLS MINUS ALL WINDOW AND DOOR
OPENINGS
EXTERIOR WALLS TO BE 4' T,HICK, CONSISTING
OF 2x4 •2 S.Y.P. STUDS w/ &'OSB
SHEATHING, TYPICAL. UJIO.
EXTERIOR OPENING DIMENSIONS ARE TO FACE
OF ROUGH OPENING
INTERIOR NON -LOAD BEARING WALLS TO BE
NOMINAL J%' MTL STUD, 25 ga. U-NO.
PROVIDE SAFETY GLAZING AT: El' TEMPERED
ALL WINDOWS OVER BATH TUBS
ALL WINDOWS WITHIN 24' OF A DOOR SWING.
ALL SLIDING GLASS DOORS.
ALL FIXED GLASS LITES OVER 30 SO.FT.
ALL L/TESWITHIN I6'OF. THE FLOOR AND 7F
LARGER THAN 9SO.FT.
ALL SHOWER ENCLOSURES.
PROVIDE AFC/s faro-faUN cIrcUN in7arrupfarsl IN
ALL DWELLING UNIT BEDROOMS. PER NEC,
SECTION 210-12
ALL BEDROOM WINDOWS ARE CONSIDERED
EGRESS UNLESS OTHERWISE NOTED
SEE SHEET - WL FOR WINDOW AND LINTEL
SCHEDULES AND DETAILS
EXTERIOR FRAMED WALL
WU 2x4 •2 SYP WD.STUDS.
® I6'OL. AND /g'OSB
EXT-SIDE W/ Bd RING
SHANK NAILS C 4. D.C. EDGE.
6'OL. FIELD. ATTACH TO
FLOOR SEE WALL SECTIONS
2-HOUR AREA SEPERATION WALL
TD W/ OF GYPSUM LINER PANELS
INSERTED 4' SERTED IN H-STUDS A 2O.C.
N' AIR SPACE - BOTH SIDES. AND
2x4 FRAMED WALL R 1610O.w/
R-IIINSULATION AND %p'DRYWALL
ON UNIT SIDE
�.
a3520 / -3620
°297 / 34.7
_ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _
o I
•3520 / -4450
-313 / -37.2
-
I
I
Iap
- 4-12'-107j'4' 8''(i l2'-ll
HALL 3Y2
73PLY
GIRDER CARPET W/
BEDROOM "3 3'-11 1 e BEDROOM '2
4
CARPET W/ VAULT CEIL `� CARPET W/ VAULT CELL
a
WLI
w
S 5' 3'-5• 4'-0'
;3jBJFOLD;j
t
4-0 BIFOLD 4-0 8 FOLD 3-0 SIFOL
o
WMS WMS OPENING WMS
3-PLY FLAT GIRDER TI7/
?
1
3'5' 4'-3%2°
y{,
HALO BATH 4
a
�§
VINYL W/ VAULT CEIL ' r°
25 SH
1___________ ________ LGRESS
4'-O' 4'-0'
3
MASTER PLAN
ON FILE
FILE COPY
5%4•
5%"
y�
N
34'-B%
Ir412'
3%z• HALL
FLAT GIRDER CARPET W/
NOTCL
OS
-PLY
BEDROOM *J
3
t
B9R0JT
N CARPET w/ VAULT CEIL-
RTD
— — — —
8-S 'r 0'
a
t
4
CARPET W/ VAlI T CEIL'
N
RTD •• �
--- --
4'-O° 3''5"
--
'4�2'
—
OPENING
3566
OPENING
m
3
BIFOLD
-1 BIFOLO
WMS
WMS .
WMS
3-1
LY FLAT GO
4'-3Y2°
R
3'-5'
py
l9'•3 V
3'-5'
4'-31/z'
. _ _ _ _
_
_ _ _
HALL BATH
VINYL w/ VAULT CEIL
_ _ _ _ _
_ _ _ _ ® _ _
b
m
EGRESSSH[
_ _ _ _
A
25 5H
EGRESS
_ _ _ _
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' Morontla Systems
4006 Maronde W;y, _
'Sanford, F1 22771
(407)}21-0054
r
Licon once 50 -
W LlcnnsP No. 0b5b06a
ST. JOHN AL ST. JOHN BL nIN1.,Nz;ixn ' ^ `
it
s THESE PLANS AND ALL PROPOSED WORK
` - ARE SUBJECT TO ANY CORRECTIONS
REQUIRED. BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY W;TH.ALL APPUCABLECODES.
v
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PRODUCT APPROVAL INFORMATION SHEET FOR FLORDIA
PROJECT NAME: PERMIT #
PROJECT ADDRESS:
As re4wred LY fladla SIWuTe 553842 era Fbrtlla aeMMdrWNd Code 9tr72.Pleass "Ids he I%orm fla, are PMdu gv"Ql smarts)
1p /lo bu!ld/rg mryawWa llafed be/av as aANlmaue m tb uxrlwpg candrudlm po/ea rw rm rorrNW harmer nehd oeava.rm srome
mast you p-odic, sugvra• n da rcr kmv rre ue wa nrm5er ro• uro r�r the apo'rade //sled polucra lrYormWron repardrrp
alWawide e-mm as a•W mH .ri emerrai n. �.,1 ,P-,d,re, ,.,.rn_
Category/Subcategory
Manufachirer
Product Dasrrlgron
L1mNdlon of Use
Stare #
�Sgn r
oa
AEXTERIOR DOORS
1.Swingliv
Plastpo Inc.
Fiberglass Doors
&&hided far use In /acdlans
FL 6729J
.501 -50
wrn-fly ro nb Frwma ewmmg
Cade aM /were poseurs
re4urromeNs m djflllr d M
FL 67295
• 50 / -50
ACSE 7 MlMmum Oestgn /Wade
Fm Bwlding orb alx SNudaea.
2. SM?rnf
Slmmrton/No-andex
Slldl Glass Doors
500 72X80 SG R45
FL 5979J
•
Flordlo Extruders
Mflwft% 1000 SGD
FL 45J
•45 / -45
3.Seclonal
4.Rdl up
Odton
Garage pars LID 16'
As rnalcated In evaluaffm
FL 224
27.0 729A
8000 & 8100 8' -
reWt and Nutallatlan
Ft 222
•29.3 /-29.3
.,,
Garage Doors 140 16'
drawings.Nc to
FL 4965.47
34.4 1-38.3
fQw& 8/00 8'
de used In HVHZ.
Ft 225
37.0 /-37A
S. WINDOWS
`-
1.Sing/e Hung
H-R Wlndaws
300 Fln SVI, Hung
40-17 72x74 H-r45
FL5089J
•45 / -45
Donvld Wlffdon Cc
341 Fi-+y�8 . rams Sh•
FL 2752J
•55 / -55
Flardla Extruders
Wilesttna IGOO-:SJI.
FL 42J
•45 / -45
2.Horizo-dal Slider
3.Casemerd
_
'\..
4.0aude hung
5. Fixed
H-R Windows
300FIn From F[xsdJ4
437.438 IlIX63 F-C60 3/1
FL 12912
5555 / -55
Daw1d Window Ca
large From Fixed
Tampered Glass
FL 2349J
•70 /` 70 :.
Flordla Extruders
t/eslaa WO Frxed
Fla & PI
FL 44J
•4,5 /;-
6.Awing
7. Pass9wnx&
_
B.Pro ed.
_
9.Multion
H-R Windows
Mullions
Evel a for use In lamhlms
FL 5782
•45 / -45
ad/ rm M hie Fladla Bullding
Floras Extruders
M/ksronm Tube Mull
Cod' w,d wlere pressure
remlremears w dMerm'red by
L 3136-R2
F/n Or Fla /ge
ACSE 7 MlNmum Beshgn Leads
rw Balding and OYw SlruWrms
10.W1nd breaker
120ther
C.PANE WALL
I.Sldhg
Owe/, Cprnhg
Norandex -SummN
lds Evaluation Is rd for
FL 920.5
•NA / -152
Molar ON 45 Butch
ise wff fn the FBC WHZ or
LAID
r Education FaclNres wNhin
Reynolds - Easy Streat
he State of FlardlaVlnyl
FL 9207
-NA / -/52
Db145 Outcn Lop
ldNg Is lrmIred to Type V
rucla4ms defftad Mm
salon 6O2S-TYPE V
''
_
NSTRUCTION Ty
wnstructran Is � trvvpa of
In
ruction which erf
r//s uraland efemmds.exrerror'
ells Irtmateror walls
re of an
a.Camolf
hiscd nce 16ed
to�ronaa is
I(
bhe
led pra ffe trade mme 1s
,red on the VS1VIrry4 SIdIrg
erlKlcatlon Pr ram
2. Soffff
Also Metal Corp.'
16'Veded Sofflt
For use as sofflr oMy.N"
FL 4459J
4671 PSF
4 Atumhwm
fw use in WHZ
Suofad
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1
e
S
I
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,
�
FILE COPY
MASTER PLAN
ON FILE
Category/Subcategory
Marwfadurer
Product Descrtpoon
LIMNatlar of Use
Stare#
Des1 n
Pr gr
D.ROOFING
PRODUCTS
/•Asphalt shingles
Owmu Cardrig
Asphalt SNrgle
This qoa ao/ rr� for use In
the HVHZ,N/FBC
FL 3663
-
Rtdge Vents
i0ons
FL 234
Thar oppl To cuddles exceed
olo Mlaml-0arle
must be
mush be followed
2UnderloyrMMs
3.Roof1 fasteners
4.Nonstructural
metal roof.
5. Bulff-up roofIrg
6.Madlr/ed bitumen
Pdygrass
Two lover torch down
The max dwlgn pressure for
FL 1654.8
the solaced assemWv slpll
FL 1654.9
meet or exceed the Zone l
design pressure dMermlred
In acaordonce wn1, FBC
caper 16.
7.S1 le ravrfrg
Imulaffm
IO.WoWprWIng
Awood
shi /es/slakes
12.RwfW slate
i1Iquld opp/ed
14.Cenent-adeeslve
coats
l5.rwf Hie adlestve
16.SpraY aplXled
retlane roof
17.rocf verNs
Owens Cordrg
allodzed mral roe*
This ap��--oral nor for use 7n
FL 5289J
Starnco Inc.
oils
the FNHZ.AII FBC secllae
FL 8103J
Lam =
Z amly couMles excnpT
FL 3792.5
aTond Dade
Must be ed.
E. SHUTTERS
I. Storm Pomis
AfrIum Shtdirers. fix,
5L Parel Gaiv St/
This product may ady be
FL 5547J
50 PSF
Storm
Installed on oancrere,hollovv
&D Manufacturlrg
concrete bloc: or wood
sub5trates.Ttis product
FL 2773J
•47 / -50
Is NOT sultable for
l Am Iwn
Installotlan In the Hlgh
h#Ws,lrrc.
Ve/actly Hurrlcone Zaa.
FL 393J
F.STRUCTURAL
COMPONENTS
1•waM
Udted Steil
Arrclars,Hargers Etc.
Subject to /Imitation and
LR1565,
oarnwharlanchor
Products
Swturd Compaanf
tw olluthan Incruclais
9,5e72.
wood Connectors
saw fled In NOA 05-0105.05
76,815.816
O.6/8 8/9,
2478
03.�.2628.
92d 4928.
3L6223
2Truss plates
Mftek /ndustrles Im
Truss Cametars
No Ltoostim or Use.
rL 2l97. RI
3.Engfneered Lumber
4.Rollhg
S,Ccdewrsezers
Concrete
admlxturms
7.Mderral
8.10suld/on farms
9.Plastics
10.Dmck-rcrd.
B.wa/
12. Sheds
G.SCruGHTS
6Skyllght
2. Other
H.NEW EXTERIOR
ENVELOPE
PRODUCTS
2.
2
0
g
W
�x
Maronda Systems
4006 Marands Wi!y
Sanford FL 32771 -^
In odd/flm to bovel/p fro mb a 119 or marxdadu�a s,/xodW descr/prm and Stm a/xxaal timed fm Ihs prodade used m /Nor pro/ed,n �^,
Is lM CWtradpr'a m ANlxr/zed ApaYs r�mrlbliy ro 1we a kgrdb ap/ of emm morefmarurer's pr Wed Irolrudlae.Wag wfth nhr nsi 'd,
j4(17132 00" n ,.
+`,✓t -'
abb a an Ne lob all. adlaYe ro Ito lrupmWa-. ...tip
;e -,
TM pmduds ft)1 Ldar old rw danwotra pndud agxad d Ilme W plan rev1w.I uare-daM and beforo Hsse prafuda can b lnwdN,
X
•,..�
^
flay mud be auuNned fm rev/ev fm ores mryd% aM apo/aed by Ile Pans Examiner. TNs rpm will be rev/aed to lnalude row -
e -
padutlln NN cWegar/es Ilene! abays aril wfll be NgyY/ore] ro /refoaro tin row praduds ast reaWred IWa-malm
-
aMwrmd Praled AgMm u
Lteense AM
lCodradm a OM Profawlmall !PrI4 Narel lSrgnWurer
- .•
Cancow Hamm
Malift Addra
C/ly, Skim ZIP Cola
TNedorm Number, r r Fax Numda:I
CM/Phxe N✓m6Y! 1 E-mill addresse
THESE PLAW AND ALL PROPOSED WORK
ARE SUBJ1 T10 ANY G-GARECTicn G
REQUIRED V FIELD INSPECTORS THAT
MAY SE NECESSARY IN ORDER TO
'COMPLY WITH ALLAMLICAUE LOOM
06T 21wI ,�
.l
SHEET:
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