HomeMy WebLinkAbout09-8808 (2) FLOOR PLAN EXIST . P.M.
PROPOSED SHED
-------------------------- PROP O S E D
SCREEN ROOM PROPOSED CARPORT
OVERHEAD
_ GOLF CART
DOOR T
Ln
i
I IL f--3'-9"--i--3'-9"--,--3'-9"--f--3'-9"
6 -611 6'-6" 3 'X3"X. 093 POSTS
10' - 15' 13'
SIDE ELEVATION FRONT ELEVATION
3" COMPOSITE PANEL ROOF FL 2291
2X3 EDGE BEAM
WOOD FRAME W/ VINYL SIDING
3"X3"X . 093 POSTS
2X3 POSTS - ___ :: 1 [:::::::: , = ____
EXIST . SLAB
SHED SCREEN ROOM CARPORT
10' 15' £3' 13'
REv� D�-jE� ALL-um SHALL COMPLY WITH ALL
CI.Y OF ZEPH�'RH L VAILING CODES,FLORIDA BUILDING
pLA1�� � IN __CQD5,,NATIONAL ELECTRIC CODE AND
\ CITY OF ZEPHYRHILLS ORDINANCES DUTCH WH I TTNEY WIND ZONE
\\ 'pCL&C4— -poyL"LLL V ciLII�LL`(_' 39835 COG HILL LOOP 1 10 MPH
ZEPHYRHILLS, FL. 33541
611110 97 X q- lZaztd MAJESTIC OAKS, LOT 109
J,epjtWdt*1a, T1. 33542 SHED, SCREEN ROOM, CARPORT SHEET
cS'�tzwtttc [-?also (813) X88-531 DESIGN/DRAWN DATE 1 OF 1
£Sic -Oalit 2/05/09
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' DC. AT ENDS AND RAKES
2. THE WIND IMPORTANCE FACTOR IS 0.77 OR ALUM FLASHING
FOR 12'x3' x032' 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 OR UNDER DRIP EDGE
5. C&C DESIGN WIND PRESSURE, ROOF =+18/-27 PSF VALENCE CAP
\\
#8x1/2' CORROSION RESISTENT HOST STRUCTURE ROOF
WASHER HEADED SCREWS 1�" APPR0X
ALUM FLASHING INSTALLED 6' MIN UNDER 12
FIRST ROW OF SHINGLES
#8 X 1/2' CORROSION RESISTANT CR UNDER DRIP EDGE 1/2
ALL PURPOSE SCREW 1'M1N- _ ' - 1 y
FASTEN 3'x12'x.032' ALUM PAN ROOF PANELS 1
3105-H28 ALUM. TENSILE=28KSI/YIELD=24KSI 3/8-16 HEX HD BOLT, WASHERS NUT
BOTH ENDS W/ #10x3/4' TEKS '
(3) SCREWS PER PANEL EQ. SPACED = I CORROSION RESISTANT (2)
CORROSION RESISTANT
EXISTING 2'x 'x.044' 3'X3 1/8'x10' BREAK FORM CHANNEL
ROOF ALUM, TILT BEAM ATTACHED TO HOST STRUCTURE n�
7 W/ #10X3' SMS CORROSION RESISTANT
MAx @16' O.C. TO HOST STUDS
STRIP SEALANT BETWEEN FACIA&HEADER
FASTEN RECEIVING CHANNEL I �
TO HOST 2x4 MIN FACIA W/ 4X VIEW (�
#10x2' SMS OR LAG SCREWS SPAN=13' MAX FOR 3'x12'x.032' ALUM PANS
@ 12' OTE;MAX (2) ROWS STAGGERED FACIA ATTACHMENT DETAIL SPAN =17'-3' FOR 'RHINO' GALV. STEEL PAN (3'X12'X26 GA. RISER PANELS)
N CONTRACTER T❑ VERIFY
CONDITION OF HOST STRUCTURE SPAN FOR 3'X.024' #1 DENSITY COMPOSITE PANELS =16'-6' MAX j
73'x
FOR 3'X.030' #1 DENSITY COMPOSITE PANELS =19'-6' MAX X
1/2-13 HEX HD BOLT, `BASHERS &NUT <
CORROSION RESISTANT (2) Q3'x.063' TO 8'-6' MAX
11 GA INTERNAL ALUM BASE 3'x093' T❑ 10'-6' MAX j V)PREDRILL VERT FLANGES (6) 1/4' TAPCONS/WASHERS&NUTS 2' MIN MINUM COLUMNS @8' O.C. MAX WITH 2x4 EDGE BEAM -(2) 1/2' THRU BOLTS IMBEDMENT. CORROSION RESISTANT MINUM COLUMNS @10' O.C. MAX WITH 2x6 EDGE BEAMr.
ICAL
3/8-16 HEX HD BOLT, WASHERS NUT
t !i3/6-16 HEX HD BOLT, WASHERS .NUT CORROSION RESISTANT (2)
CORROSION RESISTANT (2) I j
4' CONCRETE SLAB OR FOOTING 11 GA INTERNAL ALUMINUM 34SE
WITH 6X6 10/10 WWM OVER DETAIL OF O PREDRILL VERT FLANGES
6 MIL POLY FILM OVERLAPPED 6' END POST TO CONCRETE (2) 3/8' THRU BOLTS
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 GRADE - -- -= -- 4°TYPICAL (3) IN FRONT@ 8' O.C.
GRADE ENLARGED VIEW C �-
2 I NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
COLUMN TO SM$ 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
a ALTERNATIVE_ H&W=8'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
062 INUECUPU 3'x3'x.063' ALUMINUM COLUMN -- H&w=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12' - - - -- -NNEW SLABS TO HAVE EITHER 6'x6'—#10/10WWM COVERED ADDITION
2'x2'x.o62' ANGL /I6 IS HEX HD BOLT, WASHERS &NUT SEE FOOTER NOTE OR FIBERMESH
ALUM BASE PLATE (TYP)
EACH SIDE CORROSION RESISTANT(2) 2500 PSI W/ 1 #5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION
FASTENPT `TOCJOISTS NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK Cw/#8x3 DECK SCREWS I hereby certify that I have
3000 PSI CONCRETE 2'X2'X2' FOOTING I Y performed and reviewed this plan and found
OVER CLEAN COMPACTED SOIL it to be in compliance with ASCE 7-02 & R301 of the Elcrida Building Code, 2004 edition,
T MIN ALUM COLUMN IMBEDDED 2' MIN IN \ I and the 2006 SUPPLEME T to B
PIER WITH I q 5 X ;2' REBAR MOUNTED CROSSWISE __ (u David W. Smlth,P,E.
PIE FOOTINGS
THRU APPROX. 4' FROM COLUMN END T 2'x9' PERIMETER JOIST
PIER FOOTINGS LOCATED PER PLAN CUSTOMER:
24'MAX O.C.
REFER TO INCLUDED SITE SPECIFIC SHEET TYPICAL MAY BE USED FOR ADDITIONS TO MOBILE HOMES I J
INDICATING WHERE CONNECTION IS APPLICABLE I TYPICAL DETAIL OF MODULAR (� PARK MODEL T HOMES AS WELL AS srEET ot:
ISOLATED FOOTER SIZE PER AAF 2004 TABLE 604 ALTERNATIVE WOOD DECK17•w.SMITiI,IVi.S. ,P.E.
LOAD INDEX p A THRU Ga10 TAPLGNSX 3 1/2' SITE BUILT BLOCK OR FRAME HOMES. J , PLORIDA PROFESSlpVAL _wCIIEER LICENSE`..HBCR 53608 COVERED ADDITION
ENLARGED VIEW I POST TO DECK -CORROSION RESISTANT I� O J Custom Home Plan Service 1 OF 1
CONNECTION 2' MIN IMBEDMENT IN 2'x6' /"6 9909 ARILASTON DRIVE-SAX CITY,PLORIDA 33525 SCALE I DA'( PART rip.
ALTERNATIVE PIER FOOTING DETAIL PERIMETER JOISTS Q Prp(:15P52I'086S raz3s-52I-a7B7 C-MPIL: *Stlx2¢rthl.,*vt DO NOT SCALE 02/05/09 CA 25
r . PAS CO PEIoMoT'SERVICE
� n w P rHRP F CHECKED 82,.
ALL PURPOSE SCREW EXISTING ROOF
'x3'XA45' ALUMINUM COLUMN #10 X 1/2' CORROSION RESISTANT HOST STRUCTURE
ENGINEER'S NOTES -
BASIC WIND VELOCITY: 125 MPH (3 SEC GUST) 12' APPROX
2x2x.062 ANGI C3'x3'X.045 ALUMINUM COLUMN@ 4 CORNERS)
IMPORTANCE FACTOR: 0,77 EACH SIDE
EXPOSURE CATAGORY: B OR ALTERNATIVE 2) #10 SMS
0621E CUP ORROSION RESISTANT(2)
INTERNAL PRESSURE COEFFICIENT=+/-O PT 2x4 DECKING 1'x2' ALUM BASE PLATE (TYP)
C&C DESIGN WIND PRESSURE =+2O/-28 PSF FASTEN TO JOISTS
W/#8x3 DECK SCREWS
SCREEN PRESSURE-14 PSF CONTINUOUS ALUM FLASHING
MAX DEFLECTION =2.46' L/6O=168/6O=2.8' ALLOWED /PT 2'x6' PERIMETER JOIST INSTALLED 6' MIN UNDER
MAX MOMENT (PANELS)=7,6OO IN LBS Y4'DIA X 4 1/2' LAGSCREWFIS DR Row OF SHINGLES
MAX FIBER STRESS=MC/I=14,70 PSI -CORROSION RESISTANT 2' DR UNDER DRIP EDGE E
MIN IMBEDMENT IN 2'x6'
_.._.___,._.._.,_.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._,._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..�\ PERIMETER JOISTS
ALUM. FLASHING UNDER EXISTING DRIP EDGE FASTEN CONTRACTEC TD VERIFY CONDITION OF HOST STRUCTURE
RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
WITH #10x2' SMS DR LAG SCREWS@ 12' D.C. MAX
TO EXTEND 12' OVER PAN ROOF 24'MAX DC --- (2) ROWS STAGGERED
12, TYPICAL FASTEN PANEL TO RFC. CHANNEL W/#lOx�4' SEAL HD TEKS
8' D.C. MAX. TOP OR BOTTOM FLANGE
#10 X 5/8' SMS EXISTING... DETAIL OF
WASHER/SEAL HEADED RDDF POST TO DECK ENLARGED VIEW
CORROSION RESISTANT 1' CONNECTION
TYPICAL ROOF CONNECTION
FASTEN PANEL TO REC. CHANNEL _ #10 X 5/8' HEX D CORROSION RESIST -
�.._.._.._.._.._._._.._,._.._.._.._..___.._.._._._.._.._..__._.._.._.._.._.._.._.._.._._.._._._._._._.._._._._._ ANT -0 9 IN4 I-3.--� I -0 6 IN
W/#10x3/4' SEAL HD TEKS ��
8' D.C. MAX. TOP DR BOTTOM FLANGE 3'x4'x.032' COMPOSITE PANEL lxz
W ROOF FASTEN TO BEAMS W/ #14x4 1/2' METAL SCREW,WASHER&SEAL
lY I 12' O.C. AT ENDS AND RAKES APPROX 4' DC MAX, AS SHOWN alox2 1/2' SM
OR TO REC. CHANNELS 2 ENDS. OR RAKES C3 SCREWS /PANEL BOTH ENDS) #10x2 1/2' SM
H- � W/#10x3/4 SEAL HEAD TEKS ABOVE L=12' USE (5) SCREWS/PANEL @ 8' Dc @ 8' D.C.
3 1/8 X3'X.06'
RECEIVING CHANNEL FASTENED TO OR ALUM PAN ROOF - -- - ADD 1X3 OPEN BACK Q ADD IX2 OPEN BACK OR,
WALL STUDS OR BLOCK WALL OF HOST C! 12'x3' x,032' RISER PAN ROOF r 2X2 OPEN BACK @
3105 H28 Y =23KSI I INSIDE INSIDE OR OUTSIDE
STRUCTURE AT EITHER EACH STUD OF FRAME WALL ~ FASTEN W/ (3) #10x3/4' WASHER/ PER SITE SPECIFIC PLAN
i
OR 16' Q.C. IN BLOCK WALL W/ SEAL HD TECH SCREWS@ BOTH ENDS
1/4'X1 1/2'LAG AND 3/4' F- & 6' D.C. AT RAKE EDGES O° ALTERNATE CONSTRUCTION I ALTERNATE CONSTRUCTION
WASHER COROSION RESISTIVE DETAIL OF ALTERNATIVE FASTENING METHOD ALUM COLUMN DETAIL ALUM COLUMN DETAIL
SIDEBEAM FASTEN CAPRI CLIPS W/ ALTERNATIVE TO 3x3 STUDS ALTERNATIVE TO 2x3 STUDS
2'x3'X.045 W/(2) #10x3/4' TECHS FOR CONVERSION OF !FOR CONVERSION OF
ENLARGED VIEW @ CONNECTION 2'x3'X,0 5' EACH FLANGE EXISTING SCREEN ROOMS I EXISTING SCREEN ROOMS
ALTERNATE ROOF CONNECTION ALUM COLUMN WzxZx062 ITH 3x2 STUDS xX XITH 2x2 sTUDs
2' 3 045 AL COLUMN
_.._._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._._._.._._.._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..� CONNECTION DETAIL OF EACH-- SIDE x.045• @ 4 CORNERS)
2'x3'X.045' ALUMINUM COLUMN 2 1/2' X 1 1/2' RECEIVING 'CHANNEL 3'xl2'x.032' POST TO 2"x3" SMB
DR ALTERNATIVE �CORROSIONSRESISTANT(2)
NOTE SEE ALTERNATE CONSTRUCTION DETAIL THRU BOLTED TO POST WITH
RISER PAN RODP 062'U CUP
USING 1x2 OPEN BACK W/2X2 TUBE 5/16-18 BOLTS FOR SIDE BEAM 1'x2' ALUM
SEE CONNECTION DETAIL FDR EITHER CORROSION RESISTANT BOLTS, SEE CONNECTION BASE PLATE (TYP
WOOD DR CONCRETE DECK WASHERS, NUTS- TYPICAL DETAIL
OPTIONAL .022' ALUM. 'KICK PLATE', cDNC. SLAB
STYROFOAM COMPOSITE PANEL, DR VINYL SIDING a10 rTA?CONS 3 1/2'
` -CORROSION RESISTANT
2' MIN IMBEDMENT 24'MAX O.C.--
2'x2' MIN SCREEN BEAM 1='{ LJ 2'x3'X.045' TYPICAL
f 2'x3'x.C4 DETAIL AT
NOTE STAIRS &RAILINGS TO ? ~ `- _ POST TO SLAB
CONFORM TO F.B.C. 2004 m U
SECTIONS 8311 &R312 - CONNECTION
TYPICAL RESPECTIVELY a 2'x3'X.G 2'x3'x.045' 2'x3'x.045' 1'x3'x.045'
(4 CAULK BETWEEN FRAME
MEMBER AND HOST STRUCTURE
ATTACH TO HOST STRUCTURE
D WITH #10x3' LAG SCREWS 12'
ALUM TERMITE W a 2'x2'x.0A5' HI5MPSDN DC
SHIELD @ ATTACHED SCREEN ROOM
EACH PIER GRADE WITH RISER PAN ROOF (3105 H28)
8'x8'x8' SCREEN ROOM MAY BE BUILT ON DECK OR SLAB NOTE OR 3" x .032" COMPOSITE PANEL ROOF
CON( BLOCK FRONT ELEVATION AUGER ANCHOR e EACH OUTSIDE PIER =13'MAx (AL PANS ON DECK OR CONCRETE SLAB
DR EQuIV VARIOUS LENGTHS 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 30DOPSI CONCRETE SECURING PERIMITER GIRDERS 3'X6'-8' TYPICAL WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
SLAB 4' THICK W/ 6x6/10-10 WWM OVER 6 MIL PDLYFILM WITH ASTM#123-89A STRAP DR EQUIV L PREHUNG SIDE ELEVATION EXCEED 75 MPH, 3 SEC GUST
4'X16'X16' FIBER MESH IS ACCEPTABLE ALTERNATIVE TD WM 1'x2'x.045'
CDNC PAD W MAY BE USED FOR ADDITIONS TO MOBILE HOMES
C ( PAD. OVER CLEAN COMPACTED TERMITE TREATED SOIL, MODULAR & PARK MODEL HOMES AS WELL AS
I hereby certify that I have perforr,ed and reviewed this plan and found SITE BUILT BLOCK OR FRAME HOMES,
NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERRDSIDN 9 D.)V.SMITH,M.S.,P.E.#53608 ATTACHED SHEEt or
it to be in con Hance with section 1609 or the Florida Buildin Code, 2004 edition
4' 3000 PSI NOMINAL SLAB W/0 FOOTER MAY p
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' FLORIDA PROFESSIaNAL ENGINEER LICLNS NUMBER 53608 T OF
and ASCE 7 02 & section R301 of FBCR 2004 the 2006 S PPLEMENT to FBC 04. SCREEN ROOM
H&WI2'xl2 FOR GRADE SLOPE GREATER THAN I'/12' UP TO 2'/12' \ S Custom Home Plan Service
H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12' w 9909 YAK -0%S 1 DRIVE DAD( CITv,FLtJR!DA 33525 SCALE O DATE PART No.
ROE S5-S:-0%S rax ntszl-�� t a�r d.sri�ee�u,i,N<n+ DO NOT SCALE 1/15/09 1z5
NEW SLABS TO HAVE EITHER 6'x6'-#10/10`,,/WM t
OR FIBERMESH ENGINEER PASCO PERMIT SERVICE DESIGN/DRAAN CHECKED SCRN -02LSb
David W. Srnith,M.S ,P.E. LICENCE »53608 SUZANNE BAHR 813-786-53)4 D.W,SMITH,P.E.
NOTE: 3'x12'x,032'MIN
ENGINEERS NOTES: THE FOUNDATION SHOWN IS BASED ON ALUM RISER PAN RDDF FASTEN COMPOSITE PANELS TO RECEIVING CHANNEL W/#10x1' TEKS @ 12' D.C. EITHER TOP OR BOTTOM A MINIMUM SOIL BEARING PRESSURE FASTEN PAN TO RECEIVING CHANNEL W/#10x1' TEKS (3 PER PAN) EITHER TOP OR BOTTOM &
1. THE DESIGN WIND SPEED = 125 MPH 3 SEC GUST 3 SCREWS/PANEL
OF 1000PSF. FASTEN RECEIVING CHANNEL TO HOST WALL DR HOST 2x4 MIN FACIA
2. THE WIND IMPORTANCE FACTOR IS 0.77 WITH #10x2' SMS OR LAG SCREWS @ 12' D.C. MAX
3. THE WIND EXPOSURE CATAGORY USED IS 'B' (2) ROWS STAGGERED
4. THE INTERNAL PRESSURE COEFFICIENT=+/-0.18 ENCLOSED
CATAGORY I BUILDING MINOR STORAGE SHED
5• COMPONENTS&CLADDING DESIGN PRESSURES ARE PER: 3'x4' STRUCTAL OR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS
FBC TABLE 1609.6E OR R301.2(2) FOR A MEAN ROOF HEIGHT DETAIL F / FASTEN TO DBL 2X4 TOP PLATE W/#10x4 1/2' SEAL/WASHER HEX HEAD SCRWS,
LESS THAN 30 FT• \PAN FASTENIN ,-' 12' D.C. AT ENDS & RAKES
ROOF: +12/-26 PSF ZONE 1B - OR 3'x12'x032' RISER PANS FASTEN TO DBL TOP PLATE W/ 310x1 1/4' TEKS (3 PER END)
WALLS: +25/-27 PSF ZONE 4B ALL FASTENERS TO BE CORROSION RESISTANT
#10 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCREW
FROM FBCR TABLE R502.5(1) &WASHER&SEAL INTO DBL 2x4 TOP PLATE 1/2' PLYWOOD SHEATHING
EXTERIOR BEARING WALL \'/UP TO 20' BLDG WIDTH APPROX 6' DC MAX. (TYPICAL BOTH SIDES) FASTEN PER STRUCTURAL PANEL NOTE
HEADERS SIZE MAXIMUM 2x4 EDGEWISE BLOCKING DBL 24 TOP PLATE
@ BEARING WALL SPAN AT PANEL EDGES
2-2'x4' 3'-6' TO PROVIDE NAILING
W/ CORNERS LAPPED 2x4 STUD CONSTRUCTION@16'O,C.
WHEN WALL HT. #10 X 3' HEX HD CORROSION RESISTANT METAL SCREW USE SP1 HURRICANE CLIPS AT
2-2'x6' 5'-5' GREATER THAN SPAN &WASHER&SEAL INTO DBL 2x4 TOP PLATE BOTTOM PLATE & SP2 AT DBL TO
ROOF & CEILING 2-2'x8' 6'-10` OF PANELS APPROX 2 1/2' D.C. MAX. (3 SCREWS /PANEL BOTH ENDS) PLATE TO STUD CONNECTIONS
AS SHOWN ABOVE 2 DETAIL @ LOCATIONS SPECIFIED IN
2 2'x10' 8'-S' F STRUCTURAL PANEL FASTENING NOTE
2-2'x12' 10'-0'
3 2'x12' 12'-2' TYP WINDOW MAY BE 1%
LOCATED AT ANY SIDE
DBL 2X8 W/1/2' OSB
1_ NOTE:
REFER TO ABOVE HEADER SPAN TABLE
P2 FOR OTHER DDDR WIDTHS
TYP
2x HEADER
IMPSON MST
DR EQUIV.AT T IS
x SH 3030 Q LOCATION
+26 PSF
Cu -28 PSF +25 PSF
-26PSF OO
SIMPSON SPH4 R EQUIV.
P1
TYP N I
0 EXTERIOR FINISH °
EXTERIOR FINISHED PER OWNERS SPECIFICATIONS
SIDING OR STUCCO AS SPECIFIED BY OWNER
16' MAX LENGTH TO SUIT
STRUCTURAL PANELS PT 2'X4' BOTTOM PLATE 72'X78' PREHUNG
NOTE: 1/2' COX OR DSB STRUCTURAL PANELS SHALL SECURE TO SLAB W/ DOOR 1/2' EXPANSION BOLT
NOTE: NO FOOTER RED'D EXCEPT WHEN ADDRESSING ERRDSION NOTE: INSTALLATION OF DOOR TO BE
OVERLAP THE TOP MEMBER OF THE
DOUBLE TOP PLATE AND THE P.T. BOTTOM PLATE 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY 3' IMBEDMENT 2 1/2' MIN EDGE DISTANCE
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' 24' D.C. APPRbX., WITHIN PER MANUFACTURERS SPECIFICATIONS DBL HEADER JACKS
ROWS OF 100 NAILS @3' D.C. SHALL BE I/O' 1' OF CORNERS&EACH SIDE OF TO COMPLY WITH 110 MPH WIND SPEED
MINIMUM FROM EDGE OF BOTH MEMBERS OF TOP PLATE HI.V 1 x12' FOR GRADE SLOPES GREATER THAN 2'/12' DDDRS&WINDOW OPENINGS REQUIREMENTS
PANELS L SOHALLTHAVETONAILSAAT SPECIFIED SPACING OF 6' DC. NEW SLABS TO HAVE EITHER 6'x6'-#10/10WWM CAULK AND SEAL DDDR BEFORE FASTENING
@ VERTICAL EDGES AND 12' MAX IN FIELD
DR FIBERMESH TYPICAL SIDE ELEVATION
NOTE: WHERE WINDOWS OR DOORS INTERRUPT THE
WOOD STRUCTURAL SHEATHING AND WITHIN 4' OF I hereb Certi EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE y fy that I have performed and reviewed this plan and found FOR PARK MODEL MOBILE HOMES/MODULAR HOME ADDITIONS
USE SIMPSON SP2&SPI OR EQUIV.@ TOP&BOTTDM PLATE/STUD
CONNECTIONS APPLIED PER MFG'RS SPECIFICATIONS it to be in conpllance with section 1609 of the Florida Building Code, 2004 edition PAN ROOF W/ STUD WALL CONST. SHEET OF
o� D.`Y. SMITH,M. S. ,P . E. WOOD FRAME SHED
and ASCE 7-02 & section R301 of FBCR 2004 &the 2006 SUPPLEMENT to FBC 04,. / � 1 FLORIDA
CustomSlHomeNEPlanSEServicee 16' w X LENGTH TO SUIT 1 OF 1
9909 uALLASTON DRIVE—DADE CITY,FLORIDA 33525 SCALE I DATE PART NO.
PHONE:352-521-0865 FAX:352-521-0867 C'MAI1: drsfl Qenrthl nk.net J AS NOTED I 01/15/09 J SHED O1-16
PASCO PERMIT SERVICE DESIGN/DRAUN CHECKED
Do Vid W. S nith,P.E• ENGINEER LICENCE 053608 SUZANNE BAHR 813-788-5314 D.1N.SMITH,P.E. j120