09-54-0030 & 4:61 ,
Xjq C' 1 #4 7 FEET LONG AT 4 FEET 40
'1 (3 Z 101 OD
lu !
UANDC11111 OPENIWS ON CENTER (TYP. ALONG k
TAPR ILO (LI 0 IE 4 INCH THICK CONCRETE SLAB
�i� - P%wifirw
�3.;.Uji.i wiup.
aw&
A4L\__
245 UNT U
SECTION I/ A 200
% INCH I FOOT
'j
TEV
9 1 1 1
FILL
J z
?> KF-Tpd, wj <
U.
EXTERIOR WALL UJ
U_
Ce
GENERAL STRUCTURAL NOTES SILLPETAIL 0;.n 0
TYPICAL WALL FTG. DETAIL
% INCH I POOT rn U_
Roof Loads
% INCH I FOOT
rn
-POOL'
p r , p
Live Load V)
30 PSF x 1.7 51 PSF SHOWE
Uj
Dead Load
_0
<
Roofing 20 PSF
'LOP
0 -� !_ (0
Truss and Deck 5 PSF x 1.4 42 PSF (a 0 < M
5 PSF
Ceiling = TYPICAL INTERIOR PARTITION
93 PSF A
Total Load 60 PSF % INCH I FOOT
IN MY PROFESSIONAWLIDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE
gq
Wind Loads SPECIFICATIONS COMPLY WIT14 THE FLORIDA BUILDING
R V3 CODE AND ALL APPLICABLE CODES.
V 146 MPH 1 1.0 COPYRIGHTO 2007 James Griffin, Architect
ALL RIG14TS RESERVED. THESE DRAWINGS AND THE
Building Dimension 17'x 30'
Height = 12 feet
SPECIFICKnONS ARE INSTRUMENTS OF SERVICE AND
ar='e AT 12 O.C,.
ASCE 7-02 Category 11 TOP RE INF. $HALL REMAIN THE PROPERTY OFJG. WHETHER THE
;r PROJECT FOR WHICH THEY WERE PREPARED is EXECUTED
-7 Oft NOT� THEY ARE NOT TO BE USED IN ANY MANNER
0
100 ON OTHER PROJECTS 01% EXTENSION$ TO 7HIS PROJECT
MATERIAL6; eOTTOM REINF. �XCEPT BY AGREEMENT IN WRITING AND WITH THE
APPROPRIATE COMPENSATION To jG. REPRODUCTIONS
5EAn
r_0NCRETE (NOWAL WEIGHT 28 DAY COMPRES51VE 5TRENGTH): OF SPECIFICATIONS WTrHOUT7HEWR1TTEN CONSENT
OF JG IS PROHIBITED,
5LA5 ON GRADE
STORAGE CD
0
WALLS / ELEVATED SLAE35_____�_4000 P51 %9 DRAWIM MR.
REINFORCING _____ASTM A615, GRADE 60 -3
REINFORCING TO BE WELDED- .___A5TM A106, GRADE 60 CABANA
WELDED WIRE FABRIC ____,____A5TM A165 FLOOR PLAN
50, K51 103
1-4RUCTURAL STEEL SHAPES Fy ....... . ..
STRUCTURAL
�VE5, ANGLE$ AND BAR$_
___A5TMA3(o, Fq 3(o <$I
I. pIpE ____A5TM A53, GRADE B, Fq = 35 KSI
TUBING (H66) ___A6TM A500, GRADE 5, Fy z 46 K61
2
11,05 _____,,_DALE/INCOR OR APPROVED EQUAL rry OF so DETAILS
'C
\%T5 A301
j VNE
BOLTS
__,_,._____A6TM A325
06
03
?R WELDIN6________AW_5 S'ERIE5 E10XX
RE \—ADD 2#5 50TTOM be
'g, 'ONNECTOR5 ___�__ASTM A106
UAL
'CONCRETE) _,___I4ILTI OR EQ
BATHROOM
%
.. .... ... . Ul
-6 MIL5
- ROUGH OPENING NMI
7-�00 P51, NON-6HRIN< p,
ISSUE DATE: 11/22/08
';�WITH 5PECIAL IN5PECTIONS)_._,._A6TM G130
NJ
23
;ggp ----A5TM C710
0"N PROJ. NO. 110808
r"A
--45TM C41(b
\—.----A5TM A52
\�DNI 12P&53(o 0.111" WITH 1/16" EMBED 19 SCALE:L
#5 VERT. FILL- AS NOTED
\D. BELOW GROUND CONDITION5 PRIOR TO 5LOC:K WITH GROUT
DRAWN BY: Mw
DECK CHECKEDBY, JCGriffin
�',ED ON THE FULL INTERACTION OF TYPICAL DROPPED BEAM OVER OPENING DETAIL SOIL STATEMENT
�N FOR CONDITION OCCURRING DURING PROPOSED FOUNDATION CAPACITY HAS BEEN DESIGNED BASED ON A
SHALL PROVIDE ADEQUATE BRACING NTS SHEET NO.:
PRESUMPTIVE SOIL BEARING CAPACITY OF 2000 PSF. ALL ORGANIC
FLOOR PLAN MATERIAL SHALL BE REMOVED FROM FOUNDATION AREAS AND NEW
114/INCH I FOOT STRUCTURAL FILL SHALL BE PLACED. AS PER FBC, ALL UNDERLYING
00" 0
SOIL ON THE BUILDING SHALL BE TREATED FOR TERMITES PRIOR TO
A 2.0
REV 3
ME
t L
QA
ANY FOUNDATION WORK BEING PERFORMED.
115
GALVANIZED METAL DRIP STRIP
NAILED 4 INCHES ON CENTER
WITH 10 d NAILS OVER 1 X 2 P.T.
FURRING STRIP OVER 1 X 6
WOOD FASCIA
THREE #5 REBAR CONT. FROM
FOOTING TO TIE BEAM IN CMU Q C, cl�
�30 —0 0 n V Q C, U U U U V Q 11 0 C�
CELL FILLED WITH GROUT (TYP.) '7 1. V
40 �0 0 Q7
=3
11/2" f*.T.
518 INCH THICK SOFFIT
WITH CONTINUOUS
VENTING
1404X31# TAFDC-ON AN
COW;,, r'05. laspim
Luo. EXJrK
REV 3 2/20109
C14
rL
ONE #5 REBAR CONT. FROM Lo M,
FOOTING TO TIE BEAM.IN CMU
CELL FILLED WITH GROUT
AT 32 INCHES ON CENTER (TYP.)
W o4- 401$ MxZA4Ai(
k _Tt PlAeo PE42S 11/2 P.T.
id)
0 & 4:61 ,
Xjq C' 1 #4 7 FEET LONG AT 4 FEET 40
'1 (3 Z 101 OD
lu !
UANDC11111 OPENIWS ON CENTER (TYP. ALONG k
TAPR ILO (LI 0 IE 4 INCH THICK CONCRETE SLAB
�i� - P%wifirw
�3.;.Uji.i wiup.
aw&
A4L\__
245 UNT U
SECTION I/ A 200
% INCH I FOOT
'j
TEV
9 1 1 1
FILL
J z
?> KF-Tpd, wj <
U.
EXTERIOR WALL UJ
U_
Ce
GENERAL STRUCTURAL NOTES SILLPETAIL 0;.n 0
TYPICAL WALL FTG. DETAIL
% INCH I POOT rn U_
Roof Loads
% INCH I FOOT
rn
-POOL'
p r , p
Live Load V)
30 PSF x 1.7 51 PSF SHOWE
Uj
Dead Load
_0
<
Roofing 20 PSF
'LOP
0 -� !_ (0
Truss and Deck 5 PSF x 1.4 42 PSF (a 0 < M
5 PSF
Ceiling = TYPICAL INTERIOR PARTITION
93 PSF A
Total Load 60 PSF % INCH I FOOT
IN MY PROFESSIONAWLIDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE
gq
Wind Loads SPECIFICATIONS COMPLY WIT14 THE FLORIDA BUILDING
R V3 CODE AND ALL APPLICABLE CODES.
V 146 MPH 1 1.0 COPYRIGHTO 2007 James Griffin, Architect
ALL RIG14TS RESERVED. THESE DRAWINGS AND THE
Building Dimension 17'x 30'
Height = 12 feet
SPECIFICKnONS ARE INSTRUMENTS OF SERVICE AND
ar='e AT 12 O.C,.
ASCE 7-02 Category 11 TOP RE INF. $HALL REMAIN THE PROPERTY OFJG. WHETHER THE
;r PROJECT FOR WHICH THEY WERE PREPARED is EXECUTED
-7 Oft NOT� THEY ARE NOT TO BE USED IN ANY MANNER
0
100 ON OTHER PROJECTS 01% EXTENSION$ TO 7HIS PROJECT
MATERIAL6; eOTTOM REINF. �XCEPT BY AGREEMENT IN WRITING AND WITH THE
APPROPRIATE COMPENSATION To jG. REPRODUCTIONS
5EAn
r_0NCRETE (NOWAL WEIGHT 28 DAY COMPRES51VE 5TRENGTH): OF SPECIFICATIONS WTrHOUT7HEWR1TTEN CONSENT
OF JG IS PROHIBITED,
5LA5 ON GRADE
STORAGE CD
0
WALLS / ELEVATED SLAE35_____�_4000 P51 %9 DRAWIM MR.
REINFORCING _____ASTM A615, GRADE 60 -3
REINFORCING TO BE WELDED- .___A5TM A106, GRADE 60 CABANA
WELDED WIRE FABRIC ____,____A5TM A165 FLOOR PLAN
50, K51 103
1-4RUCTURAL STEEL SHAPES Fy ....... . ..
STRUCTURAL
�VE5, ANGLE$ AND BAR$_
___A5TMA3(o, Fq 3(o <$I
I. pIpE ____A5TM A53, GRADE B, Fq = 35 KSI
TUBING (H66) ___A6TM A500, GRADE 5, Fy z 46 K61
2
11,05 _____,,_DALE/INCOR OR APPROVED EQUAL rry OF so DETAILS
'C
\%T5 A301
j VNE
BOLTS
__,_,._____A6TM A325
06
03
?R WELDIN6________AW_5 S'ERIE5 E10XX
RE \—ADD 2#5 50TTOM be
'g, 'ONNECTOR5 ___�__ASTM A106
UAL
'CONCRETE) _,___I4ILTI OR EQ
BATHROOM
%
.. .... ... . Ul
-6 MIL5
- ROUGH OPENING NMI
7-�00 P51, NON-6HRIN< p,
ISSUE DATE: 11/22/08
';�WITH 5PECIAL IN5PECTIONS)_._,._A6TM G130
NJ
23
;ggp ----A5TM C710
0"N PROJ. NO. 110808
r"A
--45TM C41(b
\—.----A5TM A52
\�DNI 12P&53(o 0.111" WITH 1/16" EMBED 19 SCALE:L
#5 VERT. FILL- AS NOTED
\D. BELOW GROUND CONDITION5 PRIOR TO 5LOC:K WITH GROUT
DRAWN BY: Mw
DECK CHECKEDBY, JCGriffin
�',ED ON THE FULL INTERACTION OF TYPICAL DROPPED BEAM OVER OPENING DETAIL SOIL STATEMENT
�N FOR CONDITION OCCURRING DURING PROPOSED FOUNDATION CAPACITY HAS BEEN DESIGNED BASED ON A
SHALL PROVIDE ADEQUATE BRACING NTS SHEET NO.:
PRESUMPTIVE SOIL BEARING CAPACITY OF 2000 PSF. ALL ORGANIC
FLOOR PLAN MATERIAL SHALL BE REMOVED FROM FOUNDATION AREAS AND NEW
114/INCH I FOOT STRUCTURAL FILL SHALL BE PLACED. AS PER FBC, ALL UNDERLYING
00" 0
SOIL ON THE BUILDING SHALL BE TREATED FOR TERMITES PRIOR TO
A 2.0
REV 3
ME
t L
QA
ANY FOUNDATION WORK BEING PERFORMED.
115