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BUILDING DATA AND DESIGN CRITERIA ON FILE
REVISED 05-03-07
BUILDING DATA
N
FLORIDA BURRING CODE 2004 : RESIDENTIAL. 2005 and 2006 SUPPLEMENT
FLORIDA BUILDING CODE 2004 :PLUMBING, 2005 and 2006 SUPPLEMENT
FLORIDA BUILDING CODE 2004 :MECHANICAL 2005 and 2006 SUPPLEMENT -
„ FLORIDA BUILDING CODE 2004 : FUEL GAS, 2005 and 2006 SUPPLEMENT -
5
NATIONAL ELECTRICAL CODE 2005 LL
e STRUCTURAL DESIGN PARAIAEIERS: ASCE 7-2002 C PER FRO 2004 :SECTION R301.2JJ, DESIGN CRITERIA J
CLASSIFICATION : 2
OCCUPANCY: RESIDENTIAL �;,� ^ 2
BUILDING DESIGN. ENCLOSED
WIND SPEED. 140 MPH -3 SECOND GUST (FRC 2004 .SECTION R30f2Jd) m I
t
EXPOSURE: B iil o L^Y
INTERNAL PRESSURE COEFFICIENT: GCpl- /-OJ8
^=a
IMPORTANCE FACTOR: IA
NUMBER OF STORIES: TWO STORY'�'�';
n
BUILDING MEAN ROOF HEIGHT: 25 FEET, MAX.
WOOD FRAMING INSPECTION FRI
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE. s
INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION.
k (FRC 2004, SECTION R1093) - W p
TERMITE "TREATMENT ` V
THE BUILDING AND PATIO SLAB HAVE RECIEVED A COMPLETE. TREATMENT
FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT.
W , O
WFLORIDA m
IS 1N ACCORDANCE THE RULES LAWS OF THE FL
ti DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. U
� (FRC 2004, SECTION R320)
BORA CARE :TERMITE TREATMENT i 4
THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR C�
THE PREVENTION OF SUBTERRANEAN TERMITES. W �, 4
THE TREATMENT IS IN ACCORDANCE WITH THE RULES j W o
c AND LAWS OF THE FLORIDA DEPARTMENT OF O Q
w AGRICULTURE AND CONSUMER SERVICES - % Z
(FRC 2004, SECTION. R320J.8J - S`r. �UC0 ` �
EXTERIOR WINDOWS AND GLASS DOORS RE►pEWEONn@UI�ODO %a
AEVIEwerj TE @y FOR CQ P NC S ON
.EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED .. lA i; BY AN APPROVED INDEPENDENT TESTING LABORATORY
o AND SHALL BE LABELED WITH AN APPROVED LABEL PLANS MamMa&yNeuh'7"
FRc 2004, s£cnoN R6I3J OR.NO�N ERMIT MUST Be b w 5 m r6ldx
SEE. MANUFACTURER'S DETAIL SHEFTS FOR DESIGN CRITERIA SPEC'j7O KEPTON
.� AND INSTALLATION METHODS. NWI��.@F MADE,JO@ ` c,
WINDBOURNE DEBRIS REGIONS
WINDOWS IN BUILDINGS LOCATED /N WIND BOURNE DEBRIS
REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM.-
ti WIND -BOURNE DEBRIS. GLAZED OPENING PROTECTION FOR Tdmas ncaPE
i WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF - �. ,Tumn Na oa5� n i Z
THE LARGE MISSILE TEST OF ASTM E 1996 AND OF L..
ASTM E I886, SSTD I2, ANSIIDASMA 115 (FOR GARAGE DOORS)
sl V
OR TAS20, SEC AND 203
� (FRC 2004,,SECTION. R301 2J2)-
w
I
MASTER
PLAN
ON FILE
, ,
IFILE
L;UIJY
GENERAL FOUNDATION NOTES:
-
ALL FOOTING REBAR SHALL BE CONTINUOUS
0'5 BARS GRADE 40 STEEL W/ 3'MIN,
COVERAGE. U.N.O.
ALL VERTICAL REBAR. DOWN REBAR, DOWEL
REBAR AND ND BEAM REINFORCEMENT
SHALL BE 5 BARS GRAVE 40 STEEL
PLUMBING PASSING UNDER OR THROUGH A
FOOTING SHALL BE ENCASED /N A PIPE
r
CONC.
2-rx 26
TWO 0 SIZES LARGER THAN THE PLUMBING
PIPE.
NOTI NC LUD ED
w103f'5
FOOTEA WAY. TOP FOOTING 70 B€
WITH EBAR
FILLED CELL R
B' BELOW FLOOR LEVEL
_
A
■ - INDICATES
❑ - !NDlCATES FILLED CELL WITHOUT REBAR.
ON THIS P E •� M
2 r x 16' x 12' DEEP CONC.
•5
ALL CONCRETE GROUTED CELLS FILLED
FOOTING W/ 731 REBAR
EAWAK TOP FOOTING TO BE
w/ 3000 ps! CONCRETE SHALL BE
N BELOW FLOOR LEVEL
.CLEAR UNOBSTRUCTED CONTINUOUS
3' x 8• M/N. CELLS W/ (0-5 BAR GRADE
40 STEEL TIED AT FOOTING LINTEL STEEL
PROVIDE INSPECTION HOLE AT BOTTOM
8'
OF GROUTED CELL STACK
N' e'
24'-a
la-d 2i'-0'
24'-0'
Id-B'
RETE SLAB 3r/z DEEP
4'
POURED 25 0 psl CONCRETE SLAB WF
P
P.
P
ld-8" r-4• R 1
I'
6x6 /0/ W! E OR FIBER MESH ON VISOUEEN
Y-4"
Ia-e' Y 4"
la 8'
VAPO4 BAR lCO W/ ALL JOINTS TAPED
B'..
l'-4' l0'-B• 1-4' 101-8'
!a-e l'- ld-8'
r-'r B
OVER CLEA f2000 psf. M(NJ
OVER
sl.
}I I
Y
T EATED FILL .ED
• __
_
U _,i.
_ __ _,
•• -- _ -_ __ • ___ _ _ •
• •
U l__ r _.- T.___ 1 t U
- r____
-. - -I •
`
FOR INSTALTION OF GROUND ROD.
SEE TYP. NC.ENCASED ELECTRODE
T�
x
s•+e a q 11,7 .
.
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IM 1.
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1
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AZ INCLUDED
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AZ
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§
NC
J.
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a'.,
DETAIL SHE •FTG
PLUMBSEE ORAWIAG'FP/fOR UNDERGROUND
PLUMBING D MECH. CHASES FOR
a !R7 I
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YN p
1 I
r�"�
�. ••LOCATIONS
T
4
;&X,';
I 1
T PERMIT
�, ON THIS PE
MI
§
oPrloNu 24' x la
I
I
�
I
COVERED PORCH
35'-0'
35'-0"
36'-T
8
7'9
'g
5'-4' 3'-4"
COMPRESSOR PAD
3'-4' 3'-4' 5'-4" 6'-8' 51-4 3'-4' 7'-0' 3'-4' 3'-4' 7'-0' 3'-4` 5'-4' 6'-8' S'-4• 3'-4• 31--f :T'-0• 3'-4' 5'-,? 6-e 51-q° 4'-8• 3'-Cx 3'-6•C PAO
OYPJ
7 -0' 4'-a
4
CONC: PAD
7-0' x 4'-0'
CONC. PAD
-AD
GONC. PAD
B°
`P
`P
to
FfG
FTG
FTG FTG
35'
I
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32'
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36,
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 APP ICABLE CODES.
YO-wo 035IA38
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OBEARING WALL. L7YPICAL7
2x4 •2 SYP WD.STUDS
a /6'O.0 ATTACH w/
x 9 SUR-R-STUD
w/ WEST PAW a 41-0'OC.
0. 8'CONCRETE BLOCK WALLS I .�
CMU W/ P,T.FURRING STRIPS I Ir
a A/C AREAS
I
O O
T I PEED
THIS PERMIT
OT INCLUDED
MASTER PLAN
ON FILE
ARE CT SUBJETO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
WINDOW NOTES
FO.WIDTH IS FROM JACK TO SILL
FO.HEIGHT IS FROM SILL TO BEAM.
M.O.WIDTN /S FROM BLOCK TO BLOCK.
MO.HE/GHT /S FROM L P Of SILL TO
PRECAST.
IsRECASNTION IS ALWAYS WIDTH.
UNIT OF MEASURE /S INCH.
ATTENTION
SCHEDULES FOR NORANDEX
WINDOW FASTENERS AND
CAST- CRETE UNTELS
NOTE 0 %2111i FASTENERS IN HEADER -JAMB NOTE 6) 6 HIGH 26-%':4 FASTENERS IN EACH SIDE JAMB
NOTE 21 2 WIDE. FASTENERS IN HEADER -JAMB
NOTE 31 3 WIDE.3 FASTENERS IN HEADER -JAMB NOTE 71 438 WINDOW INTO FRAME OPENING:a10 X /�'
NOTE 4/ 2 HIGH:2 FASTENERS IN EA SIDE JAMB SCREWS
NOTE 51 3,4,OR 5 HIGH:3 FAST.EASIDE JAMB NOTE 81 SGD FASTENED WITH:*10 1%':PANHEAO ALL HOLES
SILLSf6 X 1%'ANCHORS EVERYHOLE
CAS�RET� ! INTEL SCHEDULE
u�t
LENGTH
7ypE
APPLIED LOADS
IPLFJ
GRAVITY
upuFr t
/
6'-8'
8RF22-OB/
3N
25
2
4 £•
8F24-OBiR
393
660
NORANDEX SERIES (MO)437-(FO)438 WINDOW SIZE CHART
3
re
8F/6-0B/1r
485
323
SERIES 5001502 SGD DOOR OPENINGS
4
5'49
8F24-08//1-
485
32J
SIZE
I M.O.
I FAST.
5
5'-U
81,24-08/1T
485
323
6080
1 7 2X 97
8 1
AS SHOWN, ARE TAKEN
DIRECTLY FROM TABLES
SUPPLIED BY THE RESPECTIVE
MANUFACTURERS. AND ARE
PROVIDED FOR CONVENIENCE ONLY.
6
17'-4'
6F36-IB/lT A
8
Ni
167
SERIES (MU1437 -(FOi OPENINGS
49J
428
SIZE
SINGLE MA.
FAST.
DOUBLE MD.
FAST.
51ZE
SINGLE FA
FAST.
DOUBLE FA.
FAST
7
,r-0•
8F8-0B/IT
107
150
25
37 4X 63
2S
25
36 x 62
7
rr-O
8Fe-0B/IT
190
220
3515378X
63
?-58
9
v-6'
BF8-0B/IT
LO7
150
4 24'-0' l01-F
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
I /!f�
OPTIONAL 24' x l0' OPTIONAL �3 (y T I O COVERED PORCH COVERED 9 ONTH,
I
U E D OPTIONAL x l0 I
COCOVEREDPO PORCH
E MIT
I
CAVITY
UPLIFT
COMMENT
5743
2442
RECESSED
4576
4292
-
2632
1634
6034
3295
-
6034
3295
-
2047
1470
GARAGE
540
470
PORCH
590
470
PORCH
535
530
PORCH
f-rfH TPPCOOORaC�NONC.
£RS w/
ATTACH IST FLOOR 2x4 STUDS W/
%{x 5/q WR-RSTUD
w/ WEST PALM a 48"OC.
GMU
-
a
-
7
la-"Y/'
!zO 6'-7(/' 14'-3'/ •
!d-5' 12'O Ir-7'
10'-5'
C
CMU
CMU
C
LONG PAD
CONC. PAD
CONC. PAD
7'-0' x 4'0'
CTa C. PAD
O
O O
O
O O
U O
O
O O
O
•
34WA18'
7W
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7 "
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N
N
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N
ST.
OHN AL
ST. A
HN - BL
ST. JOHN
BR '
ST. JOHN
- AR
RG
312
1'4/z'
n-5%z'3/
V"y/z'
TI
(3) 20 STU
�2° BRG
BRG (3) 2x4
3'r
OS
'� (312x4 MUDS
N LUDEU
��
/
wr INCLUDED
N'
3- L aD
-0 T I PERMIT
�
N
THIS pERMI
• ON
Hp. , MIT;
N
(3)2x4 STU
012x4 57
(3)2x4 rUOS
IDS
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O 6B
2.
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7v
CA(U
5'-4
a
--_— —_—_
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I6'-0"
a 8'
(z-4'/: z-3' CMU 16'-0'
B'•9'
•3'
----_— —
••
•
•-----------
-------------
5'-434'
S'
7/q
!O'-0'
0-8'
Id-O'
CM
lO'O n'$
l010' CMU 7
/b -0'
/
20
-0' 7'-9' 27'-8'
7'-4
181-8'
36'-0' _
35'-0'
14r-0'
3'•6'x 3'-6'CONC.
COMPRESSOR PAD
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Mamada ■yla]laa
4005 Maroada Way
Sankw, R 37771
(dGn377 0051
Tom 7.,
Llwn.0 i10. 005S06S
1I INF. 07. 2007
MASTER PLAN
ON FILE
THESE PLANS AND ALL PRRO ECTIONSORK
AflE S
REQUIRED BY FIELD INSPECTOR
MAY BE NECESSARY IN ORDEfl TO
CCMPLY WITH ALL APPLICASLF CCDFS.
GENERAL FIRST FLOOR NOTES: a s r m a s r BE CONSIDERED e£aRwc WALL rrrPlcau
ALL EXTERIOR WALLS SHALL BRG 2x4 SYP WD. STUDS
SHEAR WALLS MINUS ALL WINDON. AND DOOR O L6'OC ATTACH w/ •2
OPENINGS.. N _ ■ ■ _ _ _ ■ ■ /2 x SI' SUR-RSTUD ■ ■ ■
o - - v w/ WEST PALM @ 48° 00. _ _
EXTERIOR WALLS TO BE 7%'CONCRETE o P/C LINTEL FILLED. P/C LINTEL FILLED ■ i P/C LINTEL FILLED P/C LINTEL F1CLED ■ i
BLOCK w/ P.LFURRING STRIPS IN A/C 8'CONCRETE BLOCK WALLS
AREA TOTAL WIDTH -8- t cMu�
° t a/AIP.T.AREAS G STRIPS
- ' EXTERIOR .OPENING DIMENSIONS ME 70 � I �®��
FACE OF MASONRY OPENING. 3 y 2� / L. D z I
OPTIONAL L.�VaE a W/ (2) AREA M LINE PA WALL OPTIONAL R !�'ydr. U m a
INTERIOR LOAD BEARING WALLS 70 6' 2X4 i W TD w/ f2)CGYIN H- LINER PANELS
WOOD FRAME WALLS WALL
STUDS a l6" 00. - art
* 1y tr J
��^^ y�y�r � 1 SERTED IN H-57U05 ■ 24'00. �
SEE STRUCTURAL WALL SCHEDULE ', � i�M � I %q°AIR SPACE -BOTH SLOES, AND T• ���777www
SHEET "TRI. Y '.r "'CCCiii'' .2x4 FRAMED WALL B I6'OC.w/ It t "�� %orim,
�..
BLOCK PR � I R-II INSULATION AND Vz'DRYWAU... BLOCK PRIVACY WALL ,
INTERIOR NON -CO BE IN W V ON UNIT SIDE
AD AR G ALLS TO BE
NOMINAL 33B''MTL STUD. 25 9,
.-LINO..
ATTACH Ist FLOOR C-RUNNERS W/
ALL WOOD NOT SEPERATED FROM AND/OR IN ABOVE BLOCK WALL a ROOF TRUSS -Y,s'x %'TAPCON a 2,FO.C. ABOVE BLOCK WALL a ROOF TRUSS
DIRECT CONTACT WITH CONCRETE OR MASONRY WP1670 2 OUR AREA SEPERATION 8' Wp/870 2-HOUR AREA SEPERATION -
SHALL BE 'PRESSURE TREATED, WOOD' 8• WALL w/ 21 TUNER PANELS ATTACH Is7 FLOOR 2x4 STUDS w/ WALL w/ f21 r LINER PANELS
INSERTED 1N 2"H-STUDS a 24'O.C. %z'x 5%4'SUR-RSTUO INSERTED IN 2H-STUDS a 241O.C.
SEE LINTEL SHEET FOR LINTEL SIZES OVER w/ WEST PALM a 48.OG. -
WINDOWS AND DOORS. PRECAST LINTELS CWER ALL FRAM/NG w/ 6'WALL
BY CA5r-0RETE. z F/RECORE 'C l ER CO FRAMING w/ 6'W
ATTACH ALUM. BREAKAWAYFIRECORE 'C
ALL COMPOSITE BEAMS OVER WINDOW aW0 I. CUPS a YOP/BOTTOM Of ATTACH ALUM BREAKAWAY
CUPS 0TOP/BOTTOM OF
DOOR OPENINGS ARE TO HE B'NOMINAL ROOF: TRUSSES- I ROOF TRUSSES
WIDTH. AND 16'NOMINAL HEIGHT,UNA. 35'-0' 36'-a THE 16' NOMINAL HEIGHT SHALL CONSIST
_
OF. AN 8'TOP COURSE (BOND BEAM BLOCK)
3'-8'
71-0'
2q-4'
FILLED w/. 3000 psi CONCRETE w/
(I)GRADE 40 CONTINUOUS HORZ.•5 REBAR
4
101-51
12-9
AND AN 8'HIGH STRENGTH PRECAST LINTEL
-
LOWER COURSE WHICH SHALL BE. UNFILLED,
UNO.. FOR FILLED PRECAST LINrELS.USE
3000 ps1 CONCRETE w/j'e" AGGREGATE.FOR
TO'x 4'-0'
CONC. PAD
CONC. COMP.
PAD
REINFORCED PRECAST LINTELS•USE GRADE
CMU
CMU
'.
40 REINFORCING STEEL/q�J
�❑T
35 SH
PROVIDE SAF177 GLAZING AT, ❑T -TEMPERED
6080 SGD
35 SH�
.>--1
ALL WINDOWS OVER BATHTUBS.
■
■
■ ■
■,
■.
■
ALL WINDOWS WITHIN 24'OF A DOOR SWING.
ALL SUDING GLASS DOORS
P/C. LINTEL FILLED
P/C LINTEL FILLED
P/C LINTEL FILLED
ALL FIXED GLASS L1TES OVER 30 SO. FT.
ALL UTES WITHIN 18°OF THE FLOOR AND
m
m
INDIVIDUAL PANE GREATER THAN 9 SO.FT.
VINYL
ALL SHOWER ENCLOSURES.
3/z
RKFST NOOK
P GREAT ROOM
MSTR BEDROOM
PROVIDE AFCIS(arc -fault clrcult Interrupters) IN
i
a
5/4
PET w/ 9-4'CEIL
CARPET w/ g-,'CEIL
CARPET w/ 9-,•CEIL i
--
ALL DWELLING UNIT BEDROOMS PER NEC,.
D
SECTION 210-12.
.THE A/C DISCONNECT WILL BE LOCATED WITHIN
FEET OF .THE COMPRESSOR.
2'-2°
-7^ 2"-3%4" 0-/0'/°
0-7-3
45'WA
SEE. SHEET - WLI FOR WINDOW AND .LINTEL
SCHEDULES AND DETAILS
PROVIDE HEADER W/ (N 2x4 JACK AND
(1) 2x4 STUD, EACH SIDE OF OPENING
°
I2 BAR TOP
3'-6" 3'-P 4'-47g'
xk�-"
•a6ka
(NO STRAPPING REOVIRED.UNOJ
i6
°
yy
HOR TO BE NO.2 SYP SEE PLAN FOR SIZE
2
3
ALL DRYWALL TO BE %z° THICK, U.N.O.
Z
Z
c
m
CLOSET
SC DOOR - 20 MINUTE FIRE RATED DOOR, MIN.
U
;
SOP
VINYL W/
3080
ARCH
.CARPET w/
g-4' CEIL
`m
N
_
'O
8'-0'CEIL
OPENING
OPENING PRESSURES 140mph
PH
3T�
WMS
h
m
B-0HAFF.
� �
n
MSTR BATH STOP-'
N
oxa
°+
B o°HaF.F.
13520 / 3820
N
•29.7 / -34.7
b
VINYL w/ g4'CEIL
o aW.
N�O
3
0
§
�
'
O h
08H
m t
yr
5i
ENING
P
`
13520 / -44M
13131 -37.2
PWD
�.
(5)SH.
WMS
o
1D
6MNYLWI
PWD
SQUARE FOOTAGE: ST.JOHN A
S�
8'-O'CEIL
3W
c
`°a
socElc
�
Jo
�.
5'-d/4°
4'-a/a'
--.a........-
mg'
Ist FLOOR LIVING 1382 SO. FT.
'^aT
m
�-
u5
W
2rd FLOOR LIVING 576 SO, FT.
nE
DRYWALL ON UNDERSIDE
-
.
ti
r;ss
TOTAL LIVING 1958 SO. FT..
OF STAIR AND WALLS
CARPET FLOOR *+*,,,
T•
GARAGE AREA 411 SO• FT.
2 _
3080
Ap
3 1
y
;
GARAGE
BRG
1
N1
��''O0NC. w/ .9-4• CEIL-
-V!TC
COVERED ENTRY 1B SO. FT.
3,Y
,�
v
E.'X'DRYWALL
'
TOTAL AREA 2367 SO. FT.
3%z•
°
WOOD HAND RAIL
w
OPT. PORCH 240 SD. FT.
VINYL
STOP
-
o
PRE ASSEMBLED STAIRS, SEE
�
In
DETAIL SHEET • 57R
N
r�
SQUARE FOOTAGE: ST. JOHN B
'
CARPET
INING ROOM
w/ 51-4' C
■A_
° ` '
x
10 FLOOR LIVING /300 SO. FT.
o
2nd FLOOR LIVING 61E SO. FT.
l
0��B SOFFIT w/ DMF
TOTAL WING /912 S0. FT.
LINTEL FILLED
DERSIDE OF TRUSSES
■
GARAGE AREA 372. SO. FT.
ru
T
3-0 w/
16'-O' x T-0' O.H. GARAGE DOOR w/
COVERED ENTRY 18 SO FT.
A
P/C LINTEL FILLED w/ (I).5 REBAR,T & B
- - — - — - —.- — - — -
m
■
•
■
■
■
TOTAL AREA 2302 SO. FT.
25 SH
CONE AL
- - -�, - - - - - - - - - - -
OPT. PORCH 240 SO. FT.
■■
■■
i
CMU
T-g
8'
h
8'W DMF ARCH
�
Ia-d
T-r
n'-B•
351-01 LOCATION OF
STONE [DOTTED]
7'v x f-a
CONC. PAD
T388SESS
�
6080 SOD
35 SH�
P/C LINTEL FILLED P/C LINTEL FILLED
P/C LINTEL FILLED 8.•
VINYL
BRKFST NOOK
sTOPGR4'AT
ROOM
MSTR BEDROOM
CARPET W/ g-4^CEIL
CARPET w/ 9-4 CEIL
CARPET w/ 9'-4'CEIL
■
g'lr
l2'-3�'
2-2 2' 7' 2-311 2' 10%'.
-
45'W L
PS
■
°
10 BAR TOP
J o
W
LLJ
-yI
Z
'P
d
VINYL
STOP
_
■
N
2
•
e VINYL w/
3080
ARCH
mxW
8'-0'CELL
OPENING
PH
PTA
�
WMs
��o
TB
060 c
MSTR BATH STOP
VINYL w/ 9-,•CEIL.
H
•�
ENING
z-6
a
(515H
WMS
m
DRYWALL ON UNDERSIDE a°a
�I
OF STAIR AND WALLS,
CARPET FLOOR
2
Ap N
3'-r
3
BRG ■
3
r-
31
WOOD HAND RAIL --
.u....
VINYL
o
PRE -ASSEMBLED STAIRS, SEE ■
STOP
ET • STR
JYEJT _/e"#
DINING ROOM DIY AGE 7
CARPET9-CELL to rya PE 19,4-c -
l6' Y/'
-FLAT -BSB SOFfii_w7--OMF— _ — _
LINT L f1LLE0 ON UNDERSIDE OF TRUSSES
■
T 3-0 w/ ( ■
rs
25 SH b' OONC_PAD
16 x T0_H. GARAGE DOOR w/
T-g P/CC LINTEL FILLED w/ fll •5 REBPR_T & B
—_—_—_—_
_ _ ■■
'8'W DMF .ARCH. ■■ --
O
la-d T-4'
LOCATION 0F
DOWD. COMP.
PAD
M
m EW
0
44 V
CLOSET
CARPET w/
9'-4'CEIL a i �
0
Qz
�$diII Q
Q
O
� gW
ZDLi
ro
P
N N
Marondo Sydema
4005 Maronda Way
Sanford FL32fli
(407)0214064
r
Toma Pons P.G. _`•- 3 -
LlcenEe,No 0000060 e„
��G1`�9296N
STONEs (DOTTED] T ��'
aNTsERHIMiT ON FILE
FILECOPGENERAL FIRST FLOOR NOTES: la-9 BEARING WALL, !TYPICAL
ALL EXTERIOR WALLS SHALL BE CONSIDERED BRG 2x4 •2 SYP WD. STUDS
SHEAR WALLS MINUS ALL WINDOW AND DOOR o O 0 /6°0' ATTACH w/
OPENINGS: o ■ ■ ■ ■ %2' x 5J+'SUR-R-STUD ■ ■ _ — _ _ _ ■ ■ _ _ _ _ _ _ RIMED
_
— — — — — — — — — w/ WEST PALM 0 48"O.C. e!
.EXTERIOR WALLS TO BE 7-%'CONCRETE o > ■ P/C LINTEL FILLED P/C LINTEL FILLED a ■ P/C LINTEL FILLED P/C LINTEL
BLOCK. W/ P.LFURRING STRIPS IN A/C i B'CONCRETE BLOCK WALLS
AREA TOTAL WIDTH - 6.5, CMU
o w/ P.T.FURRINC STRIPS o I
EXTERIOR OPENING DIMENSIONS ARE TO I 0 A/C AREAS -
FACE OF MASONRY OPENING. k
b iw 0p/7y�p�( - �x ��y��q■!��9■��■RCH RTD W/OU1RPAREASEPERATION
ION WALL
ELS a 11N�, 0■■�r16 y$,��x la COVERED PORCH
INTERIOR LOAD BEARING WALLS TO BE Zx4 a NOT ■ ■ 7 V LU V E C O INSERTED IN GYPSUM LINER
S 0 24'OC, §s :md+ �`, ""
WOOD FRAME WALLS w/ STUDS 0 /B'O.C. ba..® �».q
9
SEE STRUCTURAL WALL SCHEDULE 17 -%' AIR SPACE -BOTH SIDES, AND p=e,. � p,
..SHEET TRl a i � ■ ■ ■ ! ■�. R-I4INSULATION ANALLD@121 DORYWw� I � r QY � Yi'Ile
4LOG-fl` �pLL
INTERIOR NON -LOAD BEARING WALLS TO BE ON UNIT SIDE I. 7� T
NOMINAL 3%'MTL STUD, 25 gc., U.N.G.. ATTACH Ist FLOOR C-RUNNERS w/
ABOVE BLOCK WALL ■ROOF TRUSS g• (� �fi X %x TARCON a 2a OL.. ABOVE BLOCK WALL o ROOF TRUSS
ALL WOOD NOT SEPERATED FROM IJID/OR IN WP1670 2-HOUR AREA SEPERATION ---4y-1� WPI670 2-HWR AREA SEPERATION
DIRECT CONTACT WITH CONCRETE OR MASONRY WALL W/ (2)PUNER PANELS WALL w/ 121r LINER PANELS
SHALL BE 'PRESSURE TREATED WOOD' INSERTED IN 2•H-STUDS 0 2a0.C. ATTACH IST FLOOR 2x4 STUDS W/ INSERTED IN UNER PAN ®240.C.
%j x 5fq°°SUR-RSTUD
SEE LINTEL SHEET FOR LINTEL SIZES OVER Col'ER ALL FRAMING w/ 6"W w/WEST PALM 0 461O.C. OVER Al FRAM/NG W/ 6'W
WINDOWS AND DOORS. PRECAST UNTELS 2 RRECORE 'C /2' FIRECORE 'C
BY CAST-CRETE. �.
ATTACH ALUM. BREAKAWAY ATTACH ALUM. BREAKAWAY
ALL COMPOSITE BEAMS OVER WINDOW AND CUPS 0 TOP/BOTTOM OF CUPS 0 TOP/BOTTOM OF
DOOR OPENINGS ARE TO BE B' NOMINAL ROOF TRUSSES. HOOF TRUSSES.
WIDTH AND 16'NOMINAL HEIGHT,UNA.
THE /6°NOMINAL HEIGHT SHALL CONSIST
OF AN 8'TOP COURSE (BOND BEAM BLOCK) 2a-C T-p 3' 8° 2a-0'
FILLED W/ 3000 psi CONCRETE W/ -
(l) GRADE 40 CONTINUOUS HORZ.'5 REBAR 9'-7' 12'-0° /0'-5' 4' 17 -' l2'-a la-5'
AND AN 8' HIGH STRENGTH PRECAST LINTEL 7o
LOWER COURSE :WHICH $HALL BE UNFILLED, CON!. COMP.
U.N.O. FOR FILLED PRECAST Uf✓TELSUSE CONC. COMP.
WORSINpsI CONCRETE w/'�a" AGGRELS.UGATE.FOR PAD 7'-0'x a-0' PAD
7'-0'x a-0' x '£
CONC. PAD CMU CONC. PAD CMU $
PRWIDIE REINFORCING
AT,� ETEMPERED EGRESS 35 SHA ❑T 6080 SGD �EGRE55 �35 SH 6080 SOD
6666
�35 SH
- ALL WINDOWS OVER BATH TU
ALL WINDOWS WITHIN 2a OF A DOOR SWING.
ALL SLIDING GLASS DOORS.
ALL FIXED GLASS LITES OVER 30 SO.FT.
- ALL LITES WITHIN LWOF THE FLOOR AND
INDIVIDUAL PANE GREATER THAN 9 SO.FT.
ALL SHOWER ENCLOSURES.
PROVIDE AFC16 (oro-foult clrcult Infarrupters) 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 aWUFOR WINDOW AND LINTEL
SCHEDULES AND DETAILS
PROVIDE HEADER w/ (I) 2x4 JACK AND
(1) 2x4 STUD. EACH SIDE OF OPENING.
!NO STRAPPING nou RED UNDJ
HOR TO BE NO 2 SYP SEE PLAN FOR SIZE
ALL DRYWALL TO BE %2. THICK, U.N.O.
SC DOOR • 20 MINUTE FIRE RATED DOOR, MIN.
CLOSET
OPENING PRESSURES I40mDh:
Cgs EIS
•3520 / 3820
-297 / -39.7 0
0
k
3520 / -4450
30 / -372.
SQUARE FOOTAGE: ST. JOHN A
Ist FLOOR LIVING 1382 SO. FT.
21d FLOOR LIVING 576 SO. FT.
a
TOTAL LIVING . 1958 SO. FT.
i
GARAGE AREA. 4/1 SO. FT.
G
COVERED. ENTRY 16 SO. FT.
TOTAL AREA 2387 SO. FT.
w
OPT. PORCH 240 SO. FT.
SQUARE FOOTAGE: ST. JOHN B
x
J. Ist FLOOR LIVING 1300 SO. FT.
o
`2ai FLOOR LIVING. 612 SO. FT.
TOTAL LIVING 1912 SO. FT.
GARAGE AREA 372 SO. FT.
COVERED ENTRY l8 SO. FT.
TOTAL AREA 2302 SO. FT.
OPT. PORCH 240 SO. FT.
i
P/C LINTELFILLED P/C LINTEL FILLED P/C LINTEL FILLED
312 MSTR BE MOM GREAT ROOM STOP BRKFST NOOK 3f a 4
RTD 5�a" CARPET w/ CELL CARPET w/ 9-?CEIL CARPET w/ 9'-rCE/L 5% RTD S
9-tr (� „
WALL /y
p5 y s
3'-r 3'-6i LOBAR TOP o
i
$ y
W $ W W SY
CLOSET g W
CARPET W/ iv 0 & x^d
9'-4'CfIL-300
8H VINYL W/ STOP
OPENING 8'-0"CEIL _{ Y \ 4 k
WARS
TB
m VINYL=w BLKHD.O�
STOP MSTR BATH
VINYL w/ 9-9"CEl E, 2
N yp YY,u 2
2-6 C NO42WV
O o0 3 m «f 308 Z
WM (5)SH
x°x 0 26 cp W 9 V/ w/
8'-010EIL p u
DRYWALL ON UNDERSIDE QD
IN, h ao C�
(" OF STAIRCARPET FLOOR
5 S. q .e y 3
�pNC.W CELL.- BR(' a 3 P ...ARCH 2' Z
v ENI LLJ (r� J
3g'TYPE 'X'ORYWALL
WOOD HAND RAIL o 3% 3 P j .� w o
aPRE -ASSEMBLED STAIRS ;SEE sVINYL Q)
N DETAIL SHEET ' STR STOP
DINING ROOM a F
rya In CARPET W/ T-4°CE/L
FLAT 05B SOFFIT W/ DMF 16'- 1 '. '
ON UNDERSIDE OF TRUSSES LINTEL Fl D o05 Maeronda Way
SanfoN, FL 32T17- <
161-a x Y'-0' ON. GARAGE DOOR w/' 3-0 w/ T (4m)etl ones
P/C LINTEL FLLED w/ !U •5 REBAR, T &
_ _ _ _ _ _ ■ ■ ONC. PADS ■ ■ `Tx p
i r4
25 SH
i
J l6`-0' 7'-9' CMU To, nce r
_ _ _ _ _ _ _ _ _ _ _ 8'W DMF ARCH + ..'AcepaeNo OnS,t .tk
r-0. a-B' Y-4 ._ r' 2W�
i
36..a LOCATION OF STOAli CDOTTEDJ 35'-0' SH .-
LOCATION of STONE DOTTED] ST. JOHN AL ST. JOHN BL L . h
i
TRESS PLANS AND. ALL PROPOSED WORK..
ARE SUBJECT TO ANY CORRECTIONS
AjQUIRLD BY FIELC INSPECTORS THAT
MAY OR NECESSARY IN ORDER TO
- COMPLY WITH ALL APPLICABLE 0069,
DMF ARCH
6.•, ,.P/C LINTEL FILLED
P/C LINTEL FILLED P/C LINTEL FILLED
Iz,d/e'
2z-2'/+
MSTR BEDROOM
GREAT ROOM STOP—.
BRKFST NOOK
3/" o
CARPET w/ 9-4" CELL.
■ CARPET W/ 9'-4" CELL
CARPET W/ Sr-,? CEIL
5%a'
RTD
- 'WALL
`
pNJ
■
.:
,I,' BAR TOP
o
Ito
{
o
U Z
5'-1V2' 3'-N 3' 6°
yy
3
LQ
A 2
VINYL
U
■
STOP
�i
30BO
ARCH
VINYL w/
OPENING
6'-O'CEIL ',
oSi
BLKHD.O
8'-0"AFf.
WMS Q�T. PH
n8o
• o TS
g� N STOP MSTR BATH
C 306
§
o VINYL w/ 9'-4"
AR
IL
a : 2-6
OPEN
FWD
2L4m
o
h
■ oM
M
N=
w
INV ) /
8'-0'CEI;�
WM (5)SH
`�
J� x
DRYWALL ON UNDERSIDE
BRG
�h
OF STAIR AND WALLS —
""°"'• "'�
!o
3'-r
3080
ARCH
2"-
CARPET FLOOR
7
;
■ t•� BRG
EN!
i LU
NUki
P
o ;
HIN
■ PRE-ASSH
9
STOP
Nk
7'
qa ElL-N
NcG A DINING ROOM
qg"TYPE 'X'DRYWACL cva in CARPET w/ 9-4"CEIL
r —TiAi=0S8'SOFFIT--u^/-DMMF - !6'-`d/2
ON UNDERSIDE OF. TRUSSES LINTEL Fl D
■
■
T
m
I SL
A
A
.. .
CON!. PAD 25 SH
I
I6'-0' x 7 -0" O.H. GARAGE DOOR w/
P/C LINTEL FILLED w/ (1) •5 RESAR, T & B 7' 9
---_—
CMU
■■ ■■ 8'W
%2' FIRE RET. PLYWO, MIN. WIDTH 46' flLLER
ALUM. BREAKAWAY CUP
_ e TRUSS TOP CHORD
4'.0' W3612
iI PRE-ENGINEERED ROOF
TRUSSES R 24'O.C.
ALUM. BREAKAWAY CLIP
T/PLATE M TOP PLATE
W 2-HOUR AREA SEPERATION WALL
0- W/ (2)YGYPSUM LINER PANELS
INSERTED IN 2'H-STUDS a 24'0L.
11
GFIOUTLET -
AND SWITCH
TOPER BAR
(2) F@l
R
a
2'f b'
IX
%'AIR SPACE BOTH SIDES. AND ' I I I � I I I I _
u 2x4 FRAMED WALL ® 1610.C.w/ B36 B36 B42 B12 SB24 0 SB24 M Dy 624 4'-!d/e" l'
j R-I1 INSULATION%z
. AND ""DRYWALL
ON UN,T SIDE A. KITCHEN ELEVATION B. KITCHEN ELEVATION C. KITCHEN ELEVATION BAR TOP
_yv FLOOR DECKING ON
16" PRE-ENGINEERED FLOOR
(` TRUSSES e 24' OC.
T/PLAT Y
®
ALUM. BREAKAWAY CUP SP ASH
® GFIOUTLET >
Q TOP PLATE .CENTERED END O
2-HOUR AREA SEPERATION WALL UNDER MIRROR MIRROR SPLA
OPT.2nd SINK SH
w/ I21 M LINER PANELS 2-6'
INjJSERTED ED IN IN - BOTH DS m , AND
AIR SPACE -BOTH 5/DES AND ldkw
2x4 FRAMED WALL MI I6"O.C. w/. I. SEND
PLASH
R-111NSULATION AND /2'DRYWALL ® _
in ON UNIT SIDE.
ATTACH 161 FLOOR. 2x4 STUDS W/
x 5%a'SUR-R-STUD W/
WEST PALM MI 48. O.C. PED. SINK - V30 V30 y-f V30
P'STL C-RUNNER A77ACHED POWDER ROOM MASTER BATH HALL BATH
T/SLAB W/�s°x�4'TAPCON ® 24"0.C.
SEALAMT UNDER TRACK
FOUNDATION DETAIL,
SEE SHEET ' FTG
SECTION @ PARTY WALL 46-0
FILE COPY
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,...
2-d� /21'z-e14'
COUTNTER TOP
FOR COUNTERTOP CONSTRUCTION
ONLY, NOT FOR FIELD USE
.� �jj
PRE-ENGINEERED ROOF /� o�
I TRUSSES R 24'0G.
d
R-19 INSULATION 8$#y�h3h
PRE-ENGINEERED ROOFcl
TRUSSES M 24'O.C.
INSTALL OPEN BAFFLE
Y 12 BETWEEN TRUSSES a Iati�'�pR
9r— INTERSECTION POW F,M
_ 25 25 2 12
2 `'y �I
III III i �5 �.
�o IIII III 2x4 WD. STU I 72
IIII c /6'OC. I /0. U
\'i IIII IIII / M p � x.�
mIIII IIII e i I '� R-/(INSULATION ` ` ` ,1213 ...OPTIONAL `I� q
%'FLOOR DECKING ON PRE-ENGINEERED ROOF = /' PORCH OPTIONAL
�+ IIIT lT - Ir III I61PRE-ENGINEERED FLOOR TRUSSES. 0 24'0.C. — -[ O
i d_I JI_IJII 2x4NAlLER B PRE-ENGINEERED ROOF TRUSSES W 24'OG. m
7/21d F TRUSSES O 24"O.C. U V
16'FLOOR _ __—_— R-19 INSULATION l
'R T/P TE TRUSSES
i T/PLATE 4.
c
4'-0' 4'-0" PRE-ENGINEERED ROOF
- - J c W
B �-/0' , O O 3 W
TRUSSES a 24' O.C. CORNER DEPTH S `6
8' BLOCK /NG ®® ON 8' BLOCK $ .
"P.T.FURRING S �'
A . w/ (21 M PSUM LINER UR AREA /PANEON LS a JAG
INSERTED !W 2II-STUDS a 24 oG. SECTION C� DORMER61
3/4`AlR SPACE -BOTH SIDES. AND �y1o' Maonda Syatema
�y 2x4 FRAMED WALL ® I6'0.C.w/ �. 4005 Mamada Way
R-11 INSULATION AND %2" DRYWALL - SaM. d, FL 52771
ON UNIT SIDE 3 (4071321-WSa
T/SLAB YMINNDPL'„
SWNSAION FTC _ _ _ _ PRE -ASSEMBLED STAIR. SEE SHEET 'STR
�.
JUNE—
SECTION @ PARTY WALLI�DORMER BUILDING SECTION
C
MASTER PLAN
ti
ON FILE
GENERAL SECOND FLOOR NOTES: EXTERIOFRAMED WALL
as
ALL EXTERIOR WALLS SHALL BE CONSIDERED W 1 2x4 •2 SRYP WASTUDS
SHEAR WALLS MINUS ALL WINDOW AND DOOR 0 I6"0.C. AND %6 OSB FILEN
OPENINGS. EXT. SIDE w/ RING
4'
SHANK NAILS 0 4'.O.C. EDGE.
EXTERIOR WALLS TO BE 4"THLCK.CONS1STfNG 6"OG.FIELD. ATTACH TO THESE PLANS AND ALL PROPOSED WOR
OF 2x4 •2'S.YF. STUDS w/ 16"DS8 FLOOR SEE WALL SECTIONS THE SUBJECT ANDTO ALL CORRECTIONS
SHEATHING. TYPICAL U.ND.
EXTERIOR OPENING DIMENSIONS ARE TO FACE 2-HOUR AREA SEPERATION WALL REQUIRED BY FIELD INSPECTORS THAT
OF ROUGH OPENING RTD. w/ (2)/'GYPSUM LINER PANELS
MAYBE NECESSARY IN ORDER TO
INSERTED IN H-STUDS I ES, AN. COMPLY WITH ALL APPLICABLE CODES.
INTERIOR NON -LOAD BEARING WALLS TO BE" AIR SPACE -BOTH SIDES, AND
NOMINAL 3j"6'MTL STUA Z5 9a. UND. 2x4 FRAMED WALL 0 l6°0A.w/
T -TEMPERED R-HINSULATION AND AVDRYWALL
• PALL WI SAFETY R BAT AT: ❑ ON UNIT SlDE
ALL WINDOWS OVER BATH TUBS
ALL WINDOWS WITHIN ORS. A DOOR SWING.
ALL FIXED
GLASS DOORS.
ALL FIXED GLOSS LmES OVER 30 R AN
ALL LARD WITHIN 9 SO THE FLOOR AND IF
LARGER THAN 9 RES.
- ALL SHOWER ENCLOSURES III
PROVIDE AFCI6 (arc-faul}CIrCUH@torruaoraIIN
ALL DWELLING UNIT BEDROOMS PER NEC.
SECTION 214I2
ALL BEDROOM WINDOWS ARE CONSIDERED
EGRESS UNLESS OTHERWISE NOTED
SEE SHEET • WL FOR WINDOW AND LINTEL
SCHEDULES AND DETAILS
OPENING PRESSURES I40mOh,
'r
h
^3520/•3B.20 ^297/d4.7 ___ _____— — __ _ __ __ ____ I..
LI ?y I
W I
•35.20 / -4450 '313 / -372 ¢ I
i
to
v
i
fi
u
y
E
s 8 RR V
I--Ir/ s'-s�e n s/z Ir Lr�4° rr Bye" Ir ID'/4' 4• a q w �
3%i HALL 3%z' HALL s
CARPET w/
V LT CEIL VIW PT CE/L V :,• �I s
'N
w
Fi$
BEDROOM *2 3'- BEDROOM "3 C BEDROOM *2 N_r BEDROOM °3a
CARPET w/ VAULT CEILCARPET w/ VAULT CEIL CARPET w/ VAULT CEIL —'I`"--'�` CARPET w/ V T CELL Wli :
M
RID_. t W D TD
R M
ZkK
—_—_— qi3
—_ --_—_—_ A �
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F _ 4'-4% . 3._5• 4ca 4'-0' 3'-5" 5'�'iq' Q \mow O
0.•• NRFE
A U
"d 3-0 BfFOLD 3-0 BIFOLD 3-0BIF LD 3-0 31FOL0 3-0 BlFOLD 3-0 BIFOLD 4-0 1FOLD 4-0 BIFOLD
Ia WMS WMS WMS WMS WMS WMS .WMS
bw
OPENING '.. OPENING OPENINGPJ 7m 2 g d
a
r
q._ \Y,' 3' 5' 4'-3'1z' 4'-3V2" 3'-5- 2T' L U
b m HALL BATH 5 HALL BATH c T
VINYL W/ VAULT CEIL �+ I V ' �ER�� ■ Maronds Syslems
9e LW6 W6 VINYL w/ VMLLT CEIL "W Maradaa Way
@# W6 Sanfad FL 32771
qai 25' SH 25
Wg7)3 ,00
EGRESS EGRESS _ _RE55 71 ,
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HESE PLANS AND ALL PROPOSED WORK
RE SU JECTTOANYZORTiECTiONS..-- ' -----_--
EOUIRED`BY FIELD INSPECTORS THAT
AY BE NECESSARY IN ORDER TO
OMPLYWITH ALL APPLICABLE CODES.
GENERAL SECOND FLOOR NOTES:
EXTERIOR FRAMED WALL,
lV1 EXTERIOR WALLS SHALL BE CONSIDERED
SHEAR WALLS MINUS ALL WINDOW AND DOOR
WLI 2x4 •2 SYP.W4.STU05
O a l6.SID AND /8dOSB
OPENINGS
RI
EXT. SIDE w/ 8d RING
FILE
SHANK NAILS E f OG. EDGE,
EXTERIOR WALLS TO BE 4"THICK,CONSISTING
FOL. FIELD ATTACH TO
OF 2x4 •2 S.Y.P. STUDS W/ %s'OSB
FLOOR SEE WALL SECTIONS
SHEATHING, TYPICAL. U.N.O.
EXTERIOR OPENING DIMENSIONS ARE TO FACE
&HWR AREA SEPERATION WALL
OF ROUGH OPENING
W/ (2)rGYPSUM LINER PANELS
-
INTERIOR NON -LOAD BEARING WALLS TO BE
IN EA
INSERTED IN H-STUDS ® 24.O.C.
SPACE -BOTH SIDES.ANO.
NOMINAL J%'MTL STUD.25 go. UNA.
2x4 FRAMED WALL c /6"O.C.w/
T -TEMPERED
PROVIDE SAFETY GLAZING AT: ❑
R-II INSULATION AND %p'DRYWALL
!,
ALL WINDOWS OVER BATH TUBS
ON UNIT SIDE
ALL WINDOWS WITHIN 24' OF A DOOR SWING.
ALL SLIDING GLASS DOORS.
ALL FIXED GLASS`LLTES OVER 30 SO.FT.
ALL LITES WITHIN I8°OP THE FLOOR AND If
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-
LARGER THAN 9 SO.FT.
ALL SHOWER ENCLOSURES
-
PROVIDE AFCIs taro-foulf clrcult Werrupfersl 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.
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OPENING PRESSURES 140mDh
•3520 / -3820 •297 / -J4.7
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-3520 / -4450 d13 / -372
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a a Maronda Systems
VINYL w/ VAULT CEIL
VINYL w/ VAULr CEILLi
'o 4005 Maronde Way
Sanford, FL 32771
(4071121-0364
_
2S SH
EGRESS.
25 SH
25� SH
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COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BV FIELD INSPECTORS: THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL ARP616A66E CODES,
PRODUCT APPROVAL INFORMATION SHEET FOR FLORDIA
PROJECT NAME PERMIT #
PROJECT ADDRESS:
As I rW W Flwdfa Slafufe 553842 and Fiondle AaMNdrdlve: Cc* 9b 72,Nease pwlde P. lnfwmdlm and pvtlud alpraaraMwtal
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dafavlde odud a Oe dfahrod ah
Category/Subcafe
Manufacturer
Product Descrlptfan
Llmltatlon of Use
State #
p 1
AEXTERIOR DOORS
1. Swrnglna
Plastpro Inc.
Ffberglass Oars
Evduded fa use In bcdla,
FL. 6729J
• 50 / -50
eacerfog is do Fladla Building
ars"as
rvl =Wrld Lr
FL 67295
•50 / -50
XSE 7 Mrdeum Oasgn lords
For 80dIM and ant Sirudures
FI onE��Oers
Sltdira Glass Doors
Affles une 000 SGD
FL 45J9J
-45 / -45
3.Sectional
4.Ron up
Ways Dollar
Garage Ooars 130 /C
As lndloated In evoluattan
FL 224
•270 /-290
6000 & 8/00 a,
react and itutallaNan
F1222
•29.3 /-293
Gar a Daars,140 I6'
dravirgs.Nd /d
FL 4965.47.34.4
/-383
& 8100 8'
be used In HVHZ
F1225
+370 /-37.0
B. WINDOWS
1.57ng/e Hurg..
H-R W/ndaws
300 Ftn Slnnppl liti,'^ga
4D-17 72x74 Hr45
FL5089J
-45 / -45
Dawld Window Co
Fiorito Extruders
34/ Flarge:Frckke 5X.
Mflesllne-1000 SJ{,
FL 275EJ
FL 42J
•55 / -55
-45 / -45
2.Hdrtzontdl Slider
3.Cosafrov
4.Double long
SFlxed
H-R windows
300FIn Froma r1mad34
437.438 PIX63 F-C60 3/1
FL 12912
•55 / -55
OPw/d Window CO
large Frame Fl.•ed
Tempered Glass
FL 2349J
•70 / -70
Flardla Extruders
!/estane IOOD Ftxed
Floras & Fln
FL 44J
•45 / -05
6.AWning
7.Pass-through
a.Projected
9.Mu/flan
H-R Windows
Mullions
Evafuatad far use In raaadas
FL 5782
•45 / -45
adhrhg b fie Ffadla BWrdrng
Fiorito Extruders
Miles" Tube. Mulf
�' and wMas assume
merle ore dMa LY
L 3136-R2
Fir Or FlaNge:;
ACSE 7 Imda
far B lT and after q
fa Bull4lrq and Phu SNWPax
IO.W/nd breaker
IL Dual action
!?Offer
0. PANEL WALL
/. Sld/rq
.Owen CwWng
Norandex -SVxMf
rtis Evaluatlan Is ant for
FL 9203
-NA / -152
NowDb145 Butch
Ise wlthhn the FBC HVHZ or
Education FmllNles Within
s Easy Street
la Stale of Flordla.Vlryl
FL 9207
-NA / -I52
DtI4.5
OP 95 Oufah Lap
Siding is limited to Type V
frudloros defined Dolan
eoNon 6025-TYPE V
IRUCTION Ty
structfm is > Nix; of
tructlan In which he
ct Ural 9/emeota, exterior
and irderlor walls
of ant material permitted
s mde.Cawlarae Is
dfIfFv
only hi t/a
ect profile trade name /sant
on tie VSl Vlrryl Sldl
/catlonPr ram.2.
Soffit
:Also Metal Cap
l6-
use as soffit a*. Not
FL 4459J
467/PSF
Quause
In HVHZ
C*9WY/Subcategory
Manufacturer
Product Oescr7gion
Limitation Of use
Stale#
p� n re
0. F/NG
1, pgpM/t shingles
Owens Corning
Asphalt Shingle
Thisppoprwal Mf fw use !n
FL 3663
Ridge Vents
the t Z,Ali FBC sections
tint dpYv to mantles excg]p
BrWar and Mlaml-Dade
FL 234
tmsr be followed
2Unavlayments
3,RpWl fdsteners
ANuclurpl.
5,®VIN-up roorira
6,kfod led bitumen
Palyglass
Two layer torch down
The max design pressure for
FL 1654E
The selected assembN shill
FL 16549
meet or exceed Nor ore I
-
design pressure of Ormlrad
In accordance with FBC
chapter 16.
7.Si le roof/
a. goortha thles
10.11'aterprool'Ing
ILWood
les/slakes
12,Rmf1n9 slots
I , 9uld applied
r I
1 emert-adleslve
I foofaayyl7/e adMsIve
17,raof vents
Owens Cornfra
ordmd moor/ rmf
ThisAacraat nod far use In
FL 52891
Stamco Inc.
ends
the HVHZ.AII FBC seatfons
FL 8103J
Lamanoo
that M ccuntles except
-10 be era MlcmFDode
FL 37925
E. SHUTTERS
/,storm Pares
Atrium StX&es,1nc
5L Panel CaN.St/
This may Pity be
FL 5547J
50 PSF
storm
red
Installed an mmrete,hotlow
&D Manufacturing
onnon#e blink or wood
substrates.This product
FL 2773✓
•47 / 50
is NOT sutwe for
l American
Installation In. the High
hAters,Na,
Velmily Hurricane Zane.
FL 393✓
F. STRUCTURAL
COMPONENTS
LWaod
cPNtictOr/aralar
United Steel
Products
Andors,Haraers Efa
Stfaatur0/Compwant
andRI
Installation Instruct9,5'72
Subject to limitatio131,11,6223
565,
Wad Conreedors
specified In NOA 06.8/5.8/6
88�19.
3h3.26k
23,4926'
'
2 Puss Pfates
Mflakindustr1winc
Truss Connectors
No Limftor/an or Use.
FL 2197 Rl
ng[n ed /umbe
9. ling
5. O ers-freezers
6. e
admixtures
7.Materfal
8.lnaulNlan forms
9.plastics
10.Dect-roof
/LWaif
12,Sleds
G.SKYLIGHTS
/. Skylight
2.Other
H.NEW EXTERIOR
ENVELOPE
PRODUCTS
2.
In addition to awlue7 fie stave lid OFmanNaduraAaadud do W an and Stale apaaaraMe- far fle "Ws used on nes ao/ed.N
Is ono CaVraab's or Autlerlmd POWs roave/dny to tx a battle czW of exdr nwwfaciure/a prided marruct/mtWag wnh tie list
abwmm Poe Jab slla aallade b tie Ina
The frodude Ilaled bow did not demmdrde aaasel apawd at time of phan rsrlewd ~afand Nat betas Neu aatluds inn be /nePsded,
pad/n Nnutxd/m Ransil aMva wllNgHtgthdcah Ihr nevPlammaC mMneWlrefarmd �MvrM/n b IMWe Baal new
"hrfnd Proled Aged,
(Con rodw w Ledo PnYeaslaall 1Pria sa e) fS/gndunf
Campay Nara,
Marffrg Address.
1. i. CN/, wdit -ZIP Coda_
k Y.. TMaJwa NUMw, t , Fax: Nf a .-f e
Cdl Phw Numdw, f . Emufl Address
,•' �� Marondl eSystems
4005 Maronda Way
..Sanford, FL 32771
(407)321-0064
Tomas Ponce P:E.
License No. 0060068
Ittt. OCT 29 2007
SHEET.