HomeMy WebLinkAbout08-8236 (2) O 0 -
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EXIST. o
PARK MODEL
FLOOR PLAN
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PLUMB FOR f1 r1
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FUTURE r
BATH CARPORT ---- =XIST. CONCRETE
SHED SCREEN ROOM`; w/ VINYL WINDOWS � o z
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NEW SLAB ON WOOD DECK N-
i
3" COMPOSITE PANEL ROOF FL 2291 3"X 12"X .030 RISER PANS FL 1703
VINYL SIDING 2X4 TILT
VINYL 3"X3"
WINDOWS FLUTED
POSTS
--4'-6"--I WOOD DECK
I 27 I 14
SIDE ELEVATION
(� GILBERT SWEARINGEN WIND ZONE
P(LjcO P &LK'LLL CJCJLVZCC 39732 COG HILL LOOP 120 MPH
6440 Toht 7Cutg. i ud ZEPHYRHILLS, FL 33540
3c li lrltiL[3, 97L. 33542 CARPORT, SCREEN ROOM & SHEET
WOOD FRAME SHED
c.fur-a.tite. 77altt[ (813) ,;88-5314 DESIGN/DRAWN DATE 08/14/08 1 OF 1
�+uc Sakti-
ENGINEER'S NOTES' - 1 #10 X 1/2' CORROSION RESISTANT HOST STRUCTURE
BASIC WIND VELOCITY: 125 MPH (3 SEC GUST) X045' ALUMINUM COLUMN ALL PURPOSE SCREW EXISTING ROOF
IMPORTANCE FACTOR: 0.77 2'2x.062 ANGI (3''3'X045' ALUMINUM COLUMN2 4 CORNERS) 12' APPROX-1
EACH SIDE 1'I
EXPOSURE CATAGORY: B
INTERNAL PRESSURE COEFFICIENT=+/-0 OR ALTERNATIVE /-CORROSION10 SRESISTANT(2)
PT 2x4 DECKING
C&C DESIGN WIND PRESSURE =+20/-28 PSF ! FASTEN TO JOISTS 1'x2' ALUM BASE PLATE (TYP)
SCREEN PRESSURE=14 PSF W/#8x3 DECK SCREWS
MAX DEFLECTION =2.46' L/60=168/60=2.8' ALLOWED
MAX MOMENT (PANELS)=7,600 IN LBS PT 2'x6' PERIMETER JOIST CONTINUOUS ALUM FLASHING
MAX FIBER STRESS=MC/I=14,77O PSI X 4 1/2' LAGSCREWS INSTALLED 6' MS UNDER
- - -CORROSION RESISTANT 2' FIRST ROW OF SHINGLES
MIN IMBEDMENT IN 2'x6' DR UNDER DRIP EDGE
ALUM, FLASHING UNDER EXISTING DRIP EDGE PERIMETER JOISTS CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
TO EXTEND 12' OVER PAN ROEF i FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
s. WITH #10x2' SMS OR LAG SCREWS2 12' O.C. MAX
1--�' 24'MAX O.C (2) ROWS STAGGERED
12'--
TYPICAL
#10 X 5/8' SMS i FASTEN PANEL TO REC. CHANNEL W/#10x3'4' SEAL HD TEKS
WASHER/SEAL HEADED EXISTIN DETAIL OF 2 8' Q.C. MAX. TOP OR BOTTOM FLANGE
CORROSION RESISTANT _ R❑❑F POST TO DECK
CONNECTION ENLARGED VIEW
TYPICAL ROOF CONNECTION
FASTEN PANEL TO REC. CHANNEL
W/ 10 3/4" SEAL H D TEKS .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..___.._.._.._.._.._.._.._.._.._.._._._._.._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._.._.L._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._._.._.._ __.._.._.._.._.._.._.._.._.._ _..
8' DC. MAX. TOP OR BOTTOM FLANGE 3''4'x,032' COMPOSITE PANEL #10 X 5/8' HEX HD CORROSION RESISTANT T
0.9 IN 1-3-1 0.6 IN4 R2-��
LU ROOF FASTEN TO BEAMS W/ #14x4 1/2' METAL SCREW,WASHER&SEAL Ixx Ixz
2 12' O.C. AT ENDS AND RAKES APPR❑X 4' ❑C MAX, AS SHOWN
OR TO REC. CHANNELS 2 ENDS OR RAKES
3 1/8'X3'X,06' I W/#10x3/4 SEAL HEAD TEKS C3 SCREWS /PANEL B❑TH ENDS) #10x2 1/2' SM 4IOx2 1/2' SMS
RECEIVING CHANNEL ! OR ALUM PAN ROOF: L=12' USE (5) SCREWS/PANEL @ e' G.c• e 8' G.cU
. 1
FASTENED T❑ WALL STUDS I i 12'x3' x.032' RISER PAN ROOF3105 ADD tx3 OPEN BACK 2� ! ADD 1x2 OPEN BACK DR,
OF HOST STRUCTURE AT ((j FASTEN 2W/ (3) #10x3/4' WASHER/ � INSIDE INSIDE 2X2 OPEN
NR OBASIDE
EACH STUD WITH ONE SEAL HD TECH SCREWS@ BOTH ENDS PER SITE SPECIFIC PLAN
1/4'X1 1/FLAG AND 3/4' & 6' O.C. AT RAKE EDGES 0* ALTERNATE CONSTRUCTION ALTERNATE CONSTRUCTION
WASHER COROSION RESISTIVE DETAIL OF ALTERNATIVE FASTENING METHOD ALUM COLUMN DETAIL jALUM COLUMN DETAIL
SIDEBEAM FASTEN CAPRI CLIPS W/ ALTERNATIVE TO 3x3 STUDS ':ALTERNATIVE TO 2x3 STUDS
ENLARGED VIEW @ CONNECTION 2''3`X,045 W/(2) #10x3/4' TECHS FOR CONVERSION OF FOR CONVERSION OF
2''3'X EACH FLANGE EXISTING SCREEN ROOMS
ALTERNATE ROOF CONNECTION AEXISTING SCREEN ROOMS
LUM COLUMN
! WITH 3x2 STUDS WITH 2x2 STUDS
_.._.. .._.._.._.._,._.._.._.._.._.._._.._.._.._.._..L.-
2 1/2' X 1 1/2' RECEIVING CHANNEL- CONNECTION DETAIL OF 2'2x.062 ANG F 2' 3'x045' AL COLUMN
?'x3"X,045" ALUMINUM COLUMN EACH SIDE (3'x3'X.C45' e^ 4 CORNERS)
NOTE: SEE ALTERNATE CONSTRUCTION DETAIL THRU BOLTED TO POST WITH 3''12'x,O32' POST TO 2"x3" SMB
RISER PAN RE (2) #Io SMS
USING 1x2 OPEN BACK W/2X2 TUBE 5/16-18 BOLTS FOR SIDE BEAM OR0 LTURCUPIVE-� CORROSION RESISTANT(2)
SEE CONNECTION DETAIL FOR EITHER CORROSION RESISTANT BOLTS, 1'x2' ALUM
WOOD OR CONCRETE DECK WASHERS, NUTS- TYPICAL SEE CONNECTION �r BASE PLATE TYP
<
DETAIL
OPTIONAL .022' ALUM. 'KICK PLATE', f
STYROFOAM COMPOSITE PANEL, OR VINYL SIDING � #I0 TAP 3 1/2 GNC. SLAB
( `, -CORROSION RESISTANT
6�f 2'x2' MIN SCREEN BEAM 1'� W •.,2\ MIN IMBEDMENT 24'MAX OC.--
� 2'x3'x.C4�' 2'x3'X.045' TYPICAL
NOTE STAIRS &RAILINGS TO z 5.. DETAIL AT
CONFORM TO F.BC. 2004 E _ POST TO SLAB
-5'MAX--
CONNECTION
SECTIONS R311 &R312 2''3'X.04 ` ` CONNECTION
TYPICAL RESPECTIVELY 2''3x.045' 2''3'x.045'
( - 1''3'x.045'
U') CAULK ETWEEN\ I MEMBER BAND HOST RS STRUCTURE
AME
j ATTACH TO HOST STRUCTURE
ALUM TERMITE ED WITH #10x3' LAG SCREWS 12'
EACH PIER — c 2'x2' .545 SIMPSON = O.C.
LH GRADE ? H5
ATTACHED SCREEN ROOM
SCREEN ROOM MAY BE BUILT ON DECK OR SLAB WITH RISER PAN ROOF (3105 H28)
8''8'x8' NOTE; OR 3" x .032" COMPOSITE PANEL ROOF
CONC. BLOCK FRONT ELEVATION AUGER ANCHOR 2 EACH OUTSIDE PIER ON DECK OR CONCRETE SLAB
DR EQUIV VARIOUS LENGTHS =14'MAX (AL PANS
32' IMBEDMENT OF 36' AUGER ANCHOR = 6'MAX (3' COMP. PANELS MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT"
NOTE MAY ALSO BE CONSTRUCTED ON 3000PSI CONCRETE SECURING PERIMITER GIRDERS 3'X6'-8' TYPICAL WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
4'X16'X16' SLAB 4' THICK W/ 6x6/10-10 WWM OVER 6 MIL POLYFILM WITH ASTM#123-89A STRAP OR EQUIV PREHUNG EXCEED 75 MPH, 3 SEC GUST
CONC PAD FIBER MESH IS ACCEPTABLE ALTERNATIVE TO WWM 1''2'x.045' SIDE ELEVATION
OR EQUUIV
OVER CLEAN COMPACTED TERMITE TREATED SOIL, MAY BE USED FOR ADDITIONS TO MOBILE HOMES
I hereby certify that I have perforrled and reviewed this plan and found MODULAR & PARK MODEL HOMES AS WELL AS
NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION SITE BUILT BLOCK OR FRAME HOMES.
4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY it t0 be in Conptiance 'with section 1609 of the Florida Building Code, 2004 edition SHEET OF
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' D-1V.SMITH,M.S.,P.E. 53608 ATTACHED
H&VI2'xl2 FOR GRADE SLOPE GREATER THAN i'/12' UP TO 2'/12' and ASCE ection R301 of F R 2004 the 2006 SUPPLEMENT to FBC 04.. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 SCREEN ROOM 1 OF
H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12' �- Custom Home Plan Service
NEW SLABS TO HAVE EITHER 6'x6'-#1O/IQW\.✓M P 9909 YALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE PART NO
OR FIBERMESH
r Pot,nz-521-oars rAk352-xl-_%7 1MAkJsr___wi,_.,Pt DO NOT SCALE 07/2_/08 125
•� ENGINEER PASCO PERMIT SERVICE DESIGN/DRAWN CHECKED SCRN -02CSb
DQviC1 W. Snith,M,S.,P E. LICENCE 453609 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.
ENGINEER'S NOTES: 3'x4'x.032' COMPOSITE PANEL
ROOF FASTEN W/ #14x4 1/2'
1.THE BASIC DESIGN WIND SPEED= 125 MPH, 3 SEC GUST @ 8' D.C. AT ENDSAND RAKES
OR ALUM FLASHING
2. THE WIND IMPORTANCE FACTOR IS 0.77 FOR 12'x3' x.032' ALUM PAN ROOF FASTEN W INSTALLED 6' MIN UNDER
3. THE WIND EXPOSURE CATAGORY USED IS 'B' FASTEN W/ (3) #10x3/4' WASHER/ FIRST ROW OF SHINGLES
4, THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.0 SEAL HD TECH SCREWS@ BOTH ENDS DR UNDER DRIP EDGE
5. C&C DESIGN WIND PRESSURE, ROOF =+18/-27 PSF VALENCE CAP
#Bxl/2' CORROSION RESISTENT HOST STRUCTURE ROOF
WASHER HEADED SCREWS 12' APP ROX -•-
ALUM FLASHING a
INSTALLED 6' MIN UNDER 12 _
#8 X 1/2' CORROSION RESISTANT FIRST ROW OF SHINGLES 1/2
ALL PURPOSE SCREW UNDER DRIP EDGE
FASTEN 3'x12'x.032' ALUM PAN ROOF PANELS 1' ;
3105-H28 ALUM. TENSILE=28KSI/YIELD=24KS1 3/8-16 HEX HD BOLT, WASHERS &NUT
BOTH ENDS W/ #10x3/4' TEKS '
(3) SCREWS PER PANEL ER. SPACED I CORROSION RESISTANT (2) WI
CORROSION RESISTANT
\ - EXISTING 3'X3 1/8'x10' BREAK FORM CHANNEL U I
2'x 'x.044' ATTACHED TO HOST STRUCTURE
ROOF ALUM, TILT BEAM W/ #10X3' SMS CORROSION RESISTANT H
Max @16' D.C. TO HOST STUDS � I
STRIP SEALANT BETWEEN FACIA&HEADER of
FASTEN RECEIVING CHANNEL
TO HOST 2x4 MIN FACIA W/
#10x2' SMS OR LAG SCREWS 4X VIEW @ SPAN=13' MAX FOR 3'x12'x,032' ALUM PANS
@ 12'NOTE MAX (2) ROWS STAGGERED
VERI FACIA ATTACHMENT DETAIL I
CONTRACTER TO VERIFY W
CONDITION OF HOST STRUCTURE SPAN FOR 3'X.024' #1 DENSITY COMPOSITE PANELS =16'-6' MAX
SPAN FOR 3'X.030' #1 DENSITY COMPOSITE PANELS =19'-6' MAX v X
� Q
1/2-13 HEX HD BOLT, WASHERS &NUT �D X 3'x3'x,063' TO 8'-6' MAX
CORROSION RESISTANT (2)
3'x3'x.093' TO 10'-6' MAX I
11 GA INTERNAL ALUM BASE o
PREDRILL VERT FLANGES (6) 1/4' TAPCONS/WASHERS&NUTS 2' MIN ALUMINUM COLUMNS @8' D.C. MAX WITH 2x4 EDGE BEAM I-
(2) 1/2' THRU BOLTS IMBEDMENT. CORROSION RESISTANT ALUMINUM COLUMNS @10' D.C. MAX WITH 2x6 EDGE BEAM
TYPICAL I o
2
3/8-16 HEX HD BOLT, WASHERS &NUT
3/8-16 HEX HD BOLT, WASHERS &NUT rCoRRoSIoN RESISTANT (2)
CORROSION RESISTANT (2)
I1 GA INTERNAL ALUMINUM BASE
4' CONCRETE SLAB OR FOOTING PREDRILL VERT FLANGES
WITH 6X6 10/10 WWM OVER DETAIL OF O (2) 3/8' THRU BOLTS
6 MIL POLY FILM OVERLAPPED 6' END POST TO CONCRETE
OVER CLEAN COMPACTED SOIL CONNECTION COLUMN FASTENED WITH
WITH EDGES TAPED 2'x4'x.063' 3/8' X5' EXPANSION BOLT
------------------ ALUM TILT BEAM 2 1/2' MIN. ENGAGEMENT WITH SLAB
3'x3'x.063'ALUMINUM COLUMNS @8' D.C. MAX 4�
TYPICAL (3) IN FRONT@ 8' D.C. GRADE f `.-=-��-�-- -- -..-..-..-..- ..-..-..-..-..- .- - -
GRADE ENLARGED VIEW Q _ NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
BE' 250USED PSI VE SLAB UP FOOTER MAY
-tW ON LEVEL GROUND UP TO SLOPES OF 1'/12'
ALTERNATIVE H&W=8'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
o .062'INTERNAL 3'x3'x.o63' ALUMINUM COLUMN H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12'
U CUP NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM i
2'x2'x.062' ANGL /16-18 HEX HD BOLT, WASHERS &NUT I FIBERMESH COVERED ADDITION
I EACH SIDE CORROSION RESISTANT(2) 2500 EE FOOTER
P SIT W/NOTE/OR1 #5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION
1'x2' ALUM BASE PLATE (TYP)
J PT FASTEN 24/DECKING ' NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
W/#
2 I TO JOISTS
8x3 DECK SCREWS I hereby certiFy that I have percorned and reviewed this plan and Found
3000 PSI CONCRETE 2'X2'X2' FOOTING
OVER CLEAN COMPACTED SOIL M �( it to be in compliance with ASCE 7-02 & R301 Of the Florida BUllding Code, 2004 edition.
3'X3'X.06' MIN ALUM COLUMN IMBEDDED 2' MIN IN and the 2006 SUPPLE lENT t FBC 04.
PIER WITH I 5 X 12' REBAR MOUNTED CROSSWISE Do vi W. Sr 1th,P,E,
&CENTRAL THRU COLUMN APPROX, 4' FROM COLUMN END 7T2'xB' PERIMETER JOIST CUSTOMER
PIER FOOTINGS LOCATED PER PLAN
24'MAX D C. ' J C
REFER TO INCLUDED SITE N SPECIFIC IONIS IC TYPICAL DETAIL OF TYPICAL W
INDICATING WHERE CONNECTION APPLICABLE D.`V.SMITH,M S. P.E. SHEET OF
ISOLATED FOOTER SIZE PER AAF 2004 TABLE 604 ALTERNATIVE WOOD DECK O FLORIDA PRDFESSI3'al ENG(KER LICENSE øt 53608 COVERED ADDITION
LOAD INDEX # A THRU 0 #10 TAPCONSX 3 1/2' w 1 0 F 1
POST TO DECK -CORROSION RESISTANT Custom Home Plan Service
ENLARGED VIEW CONNECTION 2' MIN IMBEDMENT IN 2'x6' 9909 YALLASTON DRIVE-DADE CITY.FLORIDA 33525 SCALE IDATEI PART NO.
Pot X52-521-0%5 1F5'52- 7 ("i IE a.arl twi-k t DO NOT SCALE 05/10/08
ALTERNATIVE PIER FOOTING DETAIL PERIMETER JOISTS CA 125
1. PASCO PERMIT SERVICE DESIGN/DRAYN cNECKED
ENGINEER LICENCE #53608 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E. - �'B2" -.
ENGINEER'S NOTES: 3'x12'x.032'MIN
/ ALUM RISER PAN ROOF FASTEN COMPOSITE PANELS TO RECEIVING CHANNEL W/#10x1' TEKS @ 12' D.C. EITHER TOP OR BOTTOM &
FASTEN PAN TO RECEIVING CHANNEL W/#10x1' TEKS (3 PER PAN) EITHER TOP DR BOTTOM &
1. THE DESIGN WIND SPEED = 125 MPH 3 SEC GUST
3 SCREWS/PANEL FASTEN RECEIVING CHANNEL TO HOST WALL OR HOST 2x4 MIN FACIA
2. THE WIND IMPORTANCE FACTOR IS 0.77 WITH #10x2' SMS OR LAG SCREWS @ 12' O.C. MAX
3, THE WIND EXPOSURE CATAGORY USED IS 'B' II II (2) ROWS STAGGERED
4. THE INTERNAL PRESSURE COEFFICIENT /-018 ENCLOSED
CATAGORY I BUILDING MINOR STORAGE SHED 3'x4' STRUCTAL OR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS
5. COMPONENTS&CLADDING DESIGN PRESSURES ARE PER: FASTEN TO DBL 2X4 TOP PLATE W/#10x4 1/2' SEAL/WASHER HEX HEAD SCRWS.
FBC TABLE 1609.6B OR R301.2(2) FOR A MEAN ROOF HEIGHT DETAIL 1' 12' O.C. AT ENDS & RAKES
LESS THAN 30 FT. PAN FASTENING
DR 3'x12'x.032' RISER PANS FASTEN TO DBL TOP PLATE W/ 310x1 1/4' TEKS (3 PER END)
ROOF: +12/-26 PSF ZONE IB
WALLS: +25/-27 PSF ZONE 4B ALL FASTENERS TO BE CORROSION RESISTANT
#10 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCREW 1/2' PLYWOOD SHEATHING
FROM FBCR TABLE R502.5(1) &WASHER&SEAL INTO DBL 2x4 TOP PLATE FASTEN PER STRUCTURAL PANEL NOTE
PPROX 6' DC MAX. (TYPICAL BOTH SIDES)
EXTERIOR BEARING WALL W/UP TO 20' BLDG WIDTH
HEADERS SIZE MAXIMUM 2x4 EDGEWISE BLOCKING DBL 24 TOP PLATE
BEARING WALL SPAN AT PANEL EDGES W/ CORNERS LAPPED 2x4 STUD CONSTRUCTION216'O.C.
2-2'x4' 3'-6' TO PROVIDE NAILING USE SP1 HURRICANE CLIPS AT
WHEN WALL HT, #10 X 3' HEX HD CORROSION RESISTANT METAL SCREW BOTTOM PLATE & SP2 AT DBL
2-2'x6' S'-S' TO
GREATER THAN SPAN &WASHER&SEAL INTO DBL 2x4 TOP PLATE PLATE TO STUD CONNECTIONS
APPROX 2 1/2' D.C. MAX. (3 SCREWS /PANEL BOTH ENDS)
ROOF & CEILING 2-2'x8' 6'-10' OF PANELS AS SHOWN ABOVE @ DETAIL @ LOCATIONS SPECIFIED IN
2-2'x10' 8'-S` r' �' STRUCTURAL PANEL FASTENING NOTE
2-2'x12' l0'-0`
3-2'x12' 12'-2' TYP WINDOW MAY BE
LOCATED AT ANY SIDE .
DBL 2X8 W/1/2' OSB / :! i: :.
NOTE:
REFER TO ABOVE HEADER SPAN TABLE
P2 FOR OTHER DOOR WIDTHS
TYP
2x HEADER IMPSON MST
OR EQUIV.AT T IS
SH 3030 Q LOCATION
x
+26 PSF
cU -28 PSF — +25 PSF
-26PSF 00
SIMPSON SPH4 R EQUIV.
P1
TYP
T
H
EXTERIOR FINISHN. 6' I
EXTERIOR FINISHED PER OWNERS SPECIFICATIONS 1 W
SIDING OR STUCCO AS SPECIFIED BY OWNER
16' MAX LENGTH TO SUIT
STRUCTURAL PANELS PT 2'X4' BOTTOM PLATE 72'X78' PREHUNG
SECURE TO SLAB W/ DOOR
NOTE: 1/2' CDX DR DSB STRUCTURAL PANELS SHALL NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION 1/2' EXPANSION BOLT NOTE: INSTALLATION OF DOOR TO BE
OVERLAP THE TOP MEMBER OF THE 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY 3' IMBEDMENT 2 1/2' MIN EDGE DISTANCE PER MANUFACTURERS SPECIFICATIONS DBL HEADER JACK
DOUBLE TOP PLATE AND THE P.T. BOTTOM PLATE BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12 24' O.C. APPROX., WITHIN
TO COMPLY WITH 110 MPH WIND SPEED
1' OF CORNERS&EACH SIDE OF
ROWS OF Ioa NAILS @3' D.C. SHALL BE 1/2' DDDRS&k'INDDW OPENINGS REQUIREMENTS
MINIMUM FROM FUDGE OF BOTH MEMBERS OF TOP PLATE H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12'
& DBL ROW A BOTTOM PLATE. CAULK AND SEAL DOOR BEFORE FASTENING
2A VERTICAL EDGESEANDI12 MAX SPECIFIED
NCFIELD SPACING OF 6' O.C. NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM TYPICAL SIDE ELEVATION
OR FIBERMESH
NOTE: WHERE WINDOWS OR DOORS INTERRUPT THE
WOOD STRUCTURAL SHEATHING AND WITHIN 4' OF
EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE I hereby certify that I have performed and reviewed this plan and found FOR PARK MODEL MOBILE HOMES/MODULAR HOME ADDITIONS
USE SIMPSON SP2&SPI OR EOUIV.@ TOP&BOTTOM PLATE/STUD 2004 edition PAN ROOF W/ STUD WALL CONST. SHEET OF
CONNECTIONS APPLIED PER MFG'RS SPECIFICATIONS it to be in compliance with section 1609 of the Florida Building Code, D.1Y. SM ITH e M.S. ,P .E.
WOOD FRAME SHED
and ASCE 7-02 & section R301 of FBCR 2004 &the 2006 SUPPLEMENT to FBC 04.. Custom Home Plan Service FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 16' W X LENGTH TO SUIT 1 OF 1
NOTE: 9909 VALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE PART NO.
THE FOUNDATION SHOWN IS BASED ON PlEitl)r 352.52[-0865 IAI4352-521-0867 E-HAIL: drsF[ Penrthlik nnet AS NOTED 07/08/08 SHED 01-16
A MINIMUM SOIL BEARING PRESSURE PASCO PERMIT SERVICE DESIGN/DRAWN CHECKED
OF I000PSF. David W. Snith,P.E. ENGINEER LICENCE #53608 I SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E. 120