HomeMy WebLinkAbout09-8871 (2) EXISTING P.M.
PROPOSED PROPOSED
SHED SCREEN ROOM CARPORT
10' 18'
3" COMPOSITE PANEL ROOF FL 2291 3"X12"X. 030 RISER PAN ROOF FL 1793
2X3 EDC BEAM 2X4 SMB
EXISTING P.M. 2X3 POSTS 3"X3"X. 093
POSTS EXISTING P.M.
00__________________ - - / CONCRETE SLAB W/ 8"X8" FOOTER
WOOD FRAP E
W/ VINYL SIDING
12' 41'
ALL WORK SHALL COMPLY WITH ALLBUILI 12'
PREVAILING CODES,E�RIODE DA C C DN G
CODE,NATIONAL
CITY OF ZEPRYRHILLS ORDINANCES
u 'a -�- WINO ZONE
� r«� �t-{�L� LAWRENCE SCHULTZ
3815 LOCOSTA ST. MAJESTIC OAKS 110 MPH
PLANS '- ws�d R _�_ Y G44U �oftL Tfutg. Zed ZEPHYRHILLS, FL. 33542
+. 3rqiltçjliitiLL.i, !L. 33542 CARPORT, SCREEN ROOM, SHED
B. CONCRETE SLAB SHEET
cruzcutite ?GJf/L (873) 788-5314 DESIGN/DRAWN I DATE
£ldc- [77aJt 2/27/09 1 OF I
ENGINEER'S NOTES: 3x4'x032' COMPOSITE PANEL
ROOF FASTEN W/ #14x4 1/2'
1.THE BASIC DESIGN WIND SPEED= 125 MPH, 3 SEC GUST 2 8' OC. AT ENDSAND RAKES 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 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 12" APPROX-��-
ALUM FLASHING '
INSTALLED 6' MIN UNDER / ______
12
#8 X 1/2' CORROSION RESISTANT FIRST ROW OF SHINGLES 1/
ALL PURPOSE SCREW I� OR UNDER DRIP EDGE
FASTEN 3'xl2'xO32' ALUM PAN ROOF PANELS
3105-H28 ALUM. TENSILE=28KSI/YIELD=24KSI 1• _ HEX HD BOLT, WASHERS &NUT
BOTH ENDS W/ #10x3/4' TEKS 1 3/8-16 IO RESISTANT (2)
(3) SCREWS PER PANEL EQ. SPACED
CORROSION RESISTANT
EXISTING 2'x 'x,044'- 3'X3 1/8'x10' BREAK FORM CHANNEL u
ROOF ALUM. TILT BEAM ATTACHED TO HOST STRUCTURE
W/ #10X3' SMS CORROSION RESISTANT
216' O.C. TO HOST STUDS
STRIP SEALANT BETWEEN FACIA&HEADER I '
FASTEN RECEIVING CHANNEL
TO HOST 2x4 MIN FACIA W/ 4X VIEW (�
#10x2' SMS OR LAG SCREWS SPAN=13' MAX FOR 3'xl2'x.032' ALUM PANS
2 12' D.C. MAX (2) ROWS STAGGERED SPAN =17'-3' FOR 'RHINO' GALV. STEEL PAN (3'X12'X26 GA. RISER PANELS)
NOTE: CONTRACTER TO VERIFY FACIA ATTACHMENT DETAIL I 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 j u X
I � a
1/2-13 HEX HD BOLT, WASHERS &NUT
CORROSION RESISTANT (2) Q - 3'x3'x.063' TO 8'-6' MAX
11 GA INTERNAL ALUM BASE g 3'x3'x.093' TO 10'-6' MAX En -
PREDRILL VERT FLANGES -c6) 1/4' TAPCONS/WASHERS&NUTS 2' MIN ALUMINUM COLUMNS 28' D.C. MAX WITH 2x4 EDGE BEAM
(2) 1/2' THRU BOLTS IMBEDMENT. CORROSION RESISTANT ALUMINUM COLUMNS 210' D.C. MAX WITH 2x6 EDGE BEAM
TYPICAL NUT
3/8-16 HEX HD BOLT, WASHERS &
3/8-16 HEX HD BOLT, WASHERS &NUT CORROSION RESISTANT (2)
''� - = '- •- - - = CORROSION RESISTANT (2)
11 GA INTERNAL ALUMINUM BASE 4' CONCRETE SLAB DR FOOTING
WITH 6X6 10/10 WWM OVER DETAIL OF O PREDRILL VERT FLANGES
6 MIL POLY FILM OVERLAPPED 6' END POST TO CONCRETE C2) 3/8' THRU BOLTS
OVER CLEAN COMPACTED SOIL CONNECTION
WITH EDGES TAPED 2'x4'x.063' V// ' X5 FASTENED EX ANSION WITH
- ----- - ------ ALUM TILT BEAM 2 1/2' MIN. ENGAGEMENT WITH SLAB
3'x3'x.063'
ALUMINUM COLUMNS L38' O C, MAX -- - -- - 4"
TYPICAL (3) IN FRONT@ 8' D.C. 1� _ -••- - -..-..- - - - ----..-..-..-..-..-..-..-
GRADE ENLARGED VIEW = NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
COLUMN TO SMB I 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY
__ W I BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
' ALTERNArIvE I I H&W=8'x8' FOR GRADE SLOPE GREATER THAN 1'/I2' UP TO 2'/I2'
062'INTERNAL H&W=12'x12' FOR GRADE SLOPES GREATER 2'/12'
� ° U CUP 3'x3'X.053' ALUMINUM COLUMN - ---- --- ---- - - ---- --- ---NEW SLABS TO HAVE EITHER 6'x6'-#I0TER THAN M
OR FIBERMESHCOVERED ADDITION
2'x2'x.062' ANGL /16-18 HEX HD BOLT, WASHERS &NUT SEE FOOTER NOTE'
.° 1 EACH SIDE CORROSION RESISTANT(2) : 2500 PSI V// 1 #5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION
II'x2' ALUM BASE PLATE (TYP)
� PT 2x4/DECKING NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
FAS
TEN T TD JOISTS
w/#3x3 DECK SCREWS I hereb CertiF that I have
3000 PSI CONCRETE 2'X2'X2' FOOTING y y GL'Y fOr ed and reviewed this plan and For
OVER CLEAN COMPACTED SOIL 5
Y 1 I it to be In Cornpllance with ASCE 7-02 & R301 Of the Florida Bulling Code, 2004 edition,
3'X3'X.06' MIN ALUM COLUMN IMBEDDED 2' MIN IN and the 2006 SUPPLEME� T to BC 04.
PIER WITH I # 5 X 12' REBAR MOUNTED CROSSWISE David W. S 11th,P.E.
&CENTRAL THRU COLUMN APPROX. 4' FROM COLUMN END T 2'x8' PERIMETER JOIST
PIER FOOTINGS LOCATED PER PLAN CUSTOMER
24'MAX D.C. -'- `!
REFER TO INCLUDED SITE SPECIFIC SHEET TYPICAL DETAIL OF TYPICAL MAY BE USED FOR ADDITIONS TO MOBILE HOMES
INDICATING WHERE CONNECTION IS APPLICABLE MODULAR & PARK MODEL HOMES AS WELL AS D.IV.SMITH,M.S.,P.E. SHEET OP
ISOLATED FOOTER SIZE PER AAF 2004 TABLE 604 1
LOAD INDEX # A THRU G ALTERNATIVE WOOD DECK #10 TAPCONSX 3 1/2' SITE BUILT BLOCK OR FRAME HOMES. FJ+IDA PR D$Ia+nL ENGINEER LICENSE NaeEa s36os COVERED ADDITION 1 OF 1
ENLARGED VIEW I POST TO DECK -CORROSION RESISTANT Custom Home Plan Service
CONNECTION 2' MIN IMBEDMENT IN 2'x6' 0 9909 YALLASTON DRIVE-DADS CITY,FLORIDA 33525 SCALE DATE PART P .
,l ( ?M.Tit-521.0865 TA 2- 1- 7 E-MIL: J.Fip¢Qtwthlak rct DO NOT SCALE 02/05/09
ALTERNATIVE PIER FOOTING DETAIL PERIMETER JOISTS D/I CA 125
PASCO PERMIT SERVICE
DESIGN/DRFYN C. CKED
,� ..,,,,. ,.•„ ,,,n c•.• (1 W CAAITH P F B2
ENGINEER'S NOTES: - #10 X I/2' CORROSION RESISTANT
HOST STRUCTURE
ALL PURPOSE SCREW EXISTING ROOF
BASIC WIND VELOCITY 125 MPH (3 SEC GUST) 'x3'X.C45' ALUMINUM COLUMN 12' APPRDX-
IMPORTANCE FACTOR: 0,77 2x2x062 ANG C3'x3'X.C45' ALUMINUM COLUMN@ 4 CORNERS)
EACH SIDE 1
EXPOSURE CATAGORY: B 2) #l0 SMS
OR,O 2TERNATIVE�U cu ��CDRROSIDN RESISTANT(2)
INTERNAL PRESSURE COEFFICIENT=+/-0 PT 2x4 DECKING 1'x2' ALUM BASE PLATE (TYP)
CC DESIGN WIND PRESSURE =+20/-28 PSF FASTEN TO JOISTS
SCREEN PRESSURE=14 PSF w/#ex3 DECK SCREWS
MAX DEFLECTION =2.46' L/60=168/60=2.8' ALLOWED PT 2'x6' PERIMETER JOIST INSTILLEDs ALUM FLASHING
MAX MOMENT (PANELS)=7,600 IN LBS WDIA X 4 1/2' LAGSCREWS INSTALLED 6' MIN UNDER
L
FIRST ROW OF SHINGLES
MAX FIBER STRESS=MC/I=14,770 PSI -CORROSION RESISTANT 2' OR UNDER DRIP EDGE
._.._.._.._.,_.._.._._.._.._,._.._.._.._.._.._.._.._.._,._.._.._.._.._.._.._.._.._.,_.._.._,._.._.._.._.._.._.._.._.._.._.._..-.._..� MIN IMBEDMENT IN 2'x6'
PERIMETER JOISTS CONTRACTER TO VERIFY CONDITION DF HOST STRUCTURE
ALUM. FLASHING UNDER EXISTING DRIP EDGE FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
#lD2' SMSTO EXTEND 12' OVER PAN ROOF ^� 24'MAX D.C. 2)THROWSxSTAGGERpED R LAG SCREWS@ 12' D.C. MAX
12
TYPICAL' FASTEN PANEL TO REC CHANNEL W/#lOx�4" SEAL HD TEKS
@ 8' D.C. MAX. TOP DR BOTTOM FLANGE
#10 X 5/8' SMS EXISTING.., DETAIL OF
WASHER/SEAL HEADED
CORROSION RESISTANT ROOF PO NNCOECTDECK
ENLARGED VIEW
TYPICAL ROOF CONNECTION
FASTEN PANEL TO REC. CHANNEL L.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._..
W/#10x3/4' SEAL HD TEKS #10 X 5/8' HEX HD CORROSION RESISTANT 4 4 {�• 4
@ 8' O.C. MAX. TOP OR BOTTOM FLANGE 3'x4'x 032' COMPOSITE PANEL IXz 0.9 IN l-a-I I�x 06 IN
LU ROOF FASTEN TO BEAMS W/ #14x4 1/2' METAL SCREW,WASHER&SEAL
2 12' O.C. AT ENDS AND RAKES APPRDX 4' OC MAX. AS SHOWN
D i OR TO REC. CHANNELS @ ENDS OR RAKES #10x2 1/2' SM NIOx2 1/2' SMS
3 1/8'X3'X,06' W/#1Ox3/4 SEAL HEAD TEKS (3 SCREWS /PANEL BOTH ENDS) @ 8 D.C. @ e. D.C.
RECEIVING CHANNEL FASTENED TD v ABOVE_L=12' USE (5) SCREWS/PANEL
OR ALUM PAN ROOF: i ADD IX2 OPEN BACK DR,
WALL STUDS OR BLOCK WALL OF HOST 12'x3' x.032' RISER PAN ROOF ADD 1X3 OPEN BACK @ 2X2 OPEN BACK @
STRUCTURE AT EITHER EACH STUD OF FRAME WALL H- 3105 H28 Y =23KSI INSIDE INSIDE DR OUTSIDE
OR 16' D.C. IN BLOCK WALL W/ N FASTEN W/ (3) #10x3/4' WASHER/ PER SITE SPECIFIC PLAN
SEAL HD TECH SCREWS@ BOTH ENDS
1/4'X1 1/2'LAG AND 3/4' & 6' D.C. AT RAKE EDDES •°• ALTERNATE CONSTRUCTION i ALTERNATE CONSTRUCTION
WASHER COROSIDN RESISTIVE ALUM COLUMN DETAIL ;ALUM COLUMN DETAIL
CD DETAIL OF ALTERNATIVE FASTENING METHOD
= SIDEBEAM FASTEN CAPRI CLIPS W/ ALTERNATIVE TO 3x3 STUDS /ALTERNATIVE TO 2x3 STUDS
ENLARGED VIEW ® CONNECTION 2'x 3'X.045 2'x3'X C �' W/(2) #10x3/4' TECHS FOR CONVERSION OF i FOR CONVERSION OF
ALUM COLUMN EACH FLANGE EXISTING SCREEN ROOMS I EXISTING SCREEN ROOMS
ALTERNATE ROOF CONNECTION w1rH 3x2 STUDS WITH 2x2 STUDS
2 1/2' X1 1/2' RECEIVING CHANNEL CONNECTION, DETAIL OF ,..__ EACH_._.._._.._._.._.._,._.._.._.._.._.L_-_____.___.._._._.._.--_.
'2x2x 062 ANG 2'x 3'X.045' AL COLUMN
2 x3 X.(45 ALUMINUM COLUMN SIDE (3'x3'X.045' @ 4 CORNERS)
NOTE, SEE ALTERNATE CONSTRUCTION DETAIL THRU BOLTED TO POST WITH 3 x12 x,032 POST TO 2 x3 SMB
RISER PAN RDDF ('OR ALTERNATIVE- \ �CDRRDSIONSRESISTANTC2)
USING 1x2 OPEN BACK W/2X2 TUBE 5/16-18 BOLTS FOR SIDE BEAM 062'U CUP I'x2' ALUM
SEE CONNECTION DETAIL FOR EITHER CORROSION RESISTANT BOLTS, SEE CONNECTION BASE PLATE (TYP
WOOD DR CONCRETE DECK WASHERS, NUTS- TYPICAL DETAIL '
OPTIONAL .022' ALUM. KICK PLATE',
STYROFOAM COMPOSITE PANEL, DR VINYL SIDING 010 TAPCONS 3 1/2' ONC. SLAB
-CORROSION RESISTANT
",2' MIN IMBEDMENT
iSSY 6 ' 2'x2' MIN SCREEN BEAM 1=^f W 24'MAX DC,--
2'x3'X,C45' TYPICAL
2'x3'X.04 DETAIL AT
NOTE STAIRS &RAILINGS TO z u POST TO SLAB
CONFORM TO F.B.C. 2004 m CONNECTION
_
5'MAX SECTIONS R311 &R312 P'x3'X.04
TYPICAL RESPECTIVELY
• 2'x3'x.045' 2'x3'x.045' � 1'x3'x 045'
CAULK BETWEEN FRAME _.._.._.._.._.._ _._._._.
} MEMBER AND HOST STRUCTURE
J V) ATTACH TO HOST STRUCTURE
ALUM TERMITE 1 G WITH #10x3' LAG SCREWS 12'
W_ 2'x2'x.045 IMPSON = D.C
SHIELDEACH IER GRADE > H5 ATTACHED SCREEN ROOM
WITH RISER PAN ROOF (3105 H28)
x8'x8' SCREEN ROOM MAY BE BUILT ON DECK OR SLAB NOTE OR 3" x .032" COMPOSITE PANEL ROOF
CONC. BLOCK FRONT ELEVATION AUGER ANCHOR @ EACH OUTSIDE PIER ON DECK OR CONCRETE SLAB
DR EQUIV VARIOUS LENGTHS =13'MAx CAL PANS
32' IMBEDMENT OF 36' AUGER ANCHOR 6'MAX C3' COMP. PANELS MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT"
NOTE MAY ALSO BE CONSTRUCTED ON 3000Psl CONCRETE SECURING PERIMITER GIRDERS 3'X6'-B' TYPICAL WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
4'X16'X16' SLAB 4' THICK W/ 6x6/10 10 WWM OVER 6 MIL PDLYFILM WITH ASTM#123-89A STRAP OR EQUIV PREHUN0 SIDE ELEVATION EXCEED 75 MPH, 3 SEC GUST
CONC PAD FIBER MESH IS ACCEPTABLE ALTERNATIVE TO WWM I'x2'x.045' MAY BE USED FOR ADDITIONS TO MOBILE HOMES
OR EQUUIV. OVER CLEAN COMPACTED TERMITE TREATED SOIL,
MODULAR &
I hereby Certify that I have perForned and reviewed this pl PARK MODEL HOMES AS WELL AS
an and Found SITE BUILT BLOCK OR FRAME HOMES.
NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY it to be in coPpUance with section 1609 of th Florida Building Code, 2004 edition D.W.SMITH,Nl.S.,P.E. 536O8 ATTACHED =HEFT o`
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' and ASCE 7-02 & section R301 of FBCR the�006 SUPPLEMENT to FBC 04.. FLORIDA PROFESSIONAL ENGINEER LICENS NUMBER 53608 SCREEN ROOM 1 OF
H&W12'x12 FOR GRADE SLOPE GREATER THAN I'/12' UP TO 2'/12' t i3 Custom Home Plan Service
H&W=12'x]6' FOR GRADE SLOPES GREATER THAN 2'/12' \ O 9909 AALLASTDN DRIVE-DADE CITY,FL0RIDA 33525 SCALE DATE FART Na
NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM NXl,2-szr-O%5 W352521-D961 [-MAIL DO NOT SCALE 1/15/09 125
OR FIBERMESH ENG I NEER PASC0 PERMIT SERVICE DESIGN/DRAVN CHECKED SCRN _02LSb
David W. Smith,M S ,P.E. LICENCE »536C9 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.
FgNEER'S NOTES: 3 SCREWS/PANEL PT 2'x4' BASE PLATE
FASTEN TO A 2'Xa' STUDS FASTENED TO
ESIGN WIND SPEED = 125 MPH 3 SEC GUST PrFR M TECCR FAMl W THEE �U1II SIMPSON HD5 OR EQUIV
IND IMPORTANCE FACTOR IS 0.77 I P/ (2)616dE2I16TECCJDIST 4 D PEgyMFIGR RSP CSV
3ALL ExrERIDR JOIST T❑ GIRDER
r 1 STAGGERED \ OR EQUIV CONNECTIONS
IND ExppSURE CATAGORY USED IS 'B' •ERNAL PRESSURE COEFFICIENT=+/-0 DETAIL 1'
18 ENCLOSED AUGER ANCHORS
L
Y ! BUILDING MINOR STORAGE SHED LL, STYLE CREST#48364634 ALUM TERMITE
BRANDON, FLDRIDA SHIELD (TYP)NTS&CLADDING DESIGN PRESSURES ARE PER: PAN FASTENING/ OR EQUIVALENT
E 1609.68 OR R301.2(2) FOR A MEAN ROOF HEIGHTAN 30 FT. UPLIFT CAPACITY=4,700 LBSD C. MAX4'x8°x16°
+12/ 26 PSF ZONE 1B FASTEN TO JOISTS @8' O.C SOLID CONC. BLOCK
+25/-27 PSF ZONE 4B MAX W/ (2) 1/2' X3 1/2' OR EQUIV.
FROM FBCR TABLE R502 5(1) LAG BOLTS. PREDRILL BEAMS `W=12' MAX
NOTE xLENGTH TO 24'MAX
EXTERIOR BEARING WALL w/uP TO 2D' BLDG wlnrH THE FOUNDATION SHOWN IS BASED ON #l0 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCREW TYPICAL WOOD DECK ALTERNATIVE
HEADERS SIZE MAXIMUM A MINIMUM SOIL BEARING PRESSURE r-&WASHER&SEAL INTO DBL 2x4 TOP PLATE FOUNDATION
@ BEARING WALL SPAN OF I000PSF. APPROX 6' DC MAX. (TYPICAL BOTH SIDES) I/2' PLYWOOD SHEATHING
2x4 EDGEWISE BLOCKING FASTEN PER STRUCTURAL PANEL NOTE 2-2'X6' AT PANEL EDGES AS REQ'D FASTEN PANELS W/ REC.;CHANNEL
5'-5' TO PROVIDE NAILING W/#IOx1 TEKS& REC CHANNEL TO 2x4 STUD CONSTRUCTION@16'OC.
ROOF & CEILING 2 2X6 6'-10' WHEN WALL HT. IS ACIA W/ 3/8' LAGS 8 12' D.C. -#10 X 3' HEX HD CORROSION RESISTANT METAL SORE ✓
GREATER THAN SPAN <2> ROWS STAGGERED \&WASHER&SEAL INTO DBL 2x4 TOP PLATE USE SPI HURRICANE CLIPS AT
PLAOTETOM TO STUDECONNECTAT IONSBL TO
2-2'x12" lo'—o° OF PANELS AAPSR�HOWNl ABOVE B A DETAIL SCREWS /PANEL BATH ENDS) @ LOCATIONS SPECIFIED IN
3-2'x12' 12'-2• fl STRUCTURAL PANEL FASTENING NOTE
TYP WINDOW MAY BE I
DBL 24 TOP PLATE LOCATED AT ANY SIDE 1'
W/ CORNERS LAPPED 1 ,
P2
DBL 2X8 W/1/2' OSB
I U H I
TYP
I I I
2x HEADER
II IMPSON MST II
OR
HSH 3030 QH H
I LOCATION EQUIV.AT TI Is
+27/
—30 PSF
25/-27 PSF
o o
II SIMPSON SPH4 R EQUIV.
JL P1
TYP
C I I I
i i I
o
EXTERIOR FINISH
EXTERIOR FINISHED PER OWNERS SPECIFICATIONS o
SIDING DR STUCCO AS SPECIFIED BY OWNER
i6' MAX
� I
NOTE NO FOOTER .REQ'D EXCEPT 'WHEN ADDRESSING ERROSICN LENGTH TO SUIT
STRUCTURAL PANELS 4' 2500 PST NOMINAL SLAB W/o FOOTER MAY PT 2'X4' BOTTOM PLATE
NOTE 1/Z' CDX OR OSB STRUCTURAL PANELS SHALL BE USED ON LEVEL GROUND UP TO SLOPES SECURE 72'X78' PREHUNG
OVERLAP THE TOP IEMBER OF THE OR 1'/12' V E TO SLAB W/ DOOR
DOUBLE TOP PLATE AND THE PT BOTTOM PLATE HEW=!2'x12' FOR GRADE SLOPES GREATER THAN 2'/12' 1/2' EXPANSION BOLT NOTE: INSTALLATION OF DOOR TO BE
ROWS OF Ioa NAILS BO' G.G. SHALL BE e NEW SLABS TO HAVE EITHER 6'x6'-#IO/10WWM 3' IMBEDMENT 2 1/2' MIN EDGE DISTANCE PER MANUFACTURERS SPECIFICATIONS
MINIMUM FROM EDGE OF BOTH MEMBERS OF TOP PLATE OR FIBERMESH 24' DC APPRbX„ WITHINDBL HEADER JACKS
& DBL ROW AT BOTTOM PLATE. 1' OF CORNERS&EACH SIDE OF TO COMPLY WITH 125 MPH WIND SPEED
PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 6' O.C DOORS&WINDOW OPENINGS REQUIREMENTS
2 VERTICAL EDGES AND 12' MAX IN FIELD 3'x4' STRUCTAL OR E4UIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS CAULK AND SEAL DOOR BEFORE FASTENING
NOTE WHERE WINDOWS OR DOORS INTERRUPT THE FASTEN TO DBL 2X4 TOP PLATE W/#[0x4 1/2' SEAL/WASHER HEX HEAD SCRWS.
WOOD STRUCTURAL SHEATHING AND WITHIN 4' OF 12' CC. AT ENDS & RAKES TYPICAL SIDE ELEVATION
EACH CORNER. AND ATTACHMENTS TO EXISTING STRUCTURE OR 3'xl2'x.032' RISER PANS FASTEN TO DBL TOP PLATE W/ 310x1 1/4' TEKS (3 PER END)
USE SIMPSON SP2ASP1 OR EDUIv.2 TOP&BOTTOM PLATE/STUD ALL FASTENERS TO BE CORROSION RESISTANT
CONNECTIONS APPLIED PER MFG'RS SPECIFICATIONS
NOTE
THE FOUNDATION SHOWN IS BASED ON 1 hereby certif• that I ID . `'v- S X11 1'H , P _ E _ PAN ROOF W/ STUD WALL CONST, ;HEFT OF A MINIMUM SOIL BEARING PRESSURE Y have reviewed this pion and found FLDRIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 WOOD FRAME SHED
OF 1000PSF_ t to be In co pliance with section 1609 of the Florida Building Code, 2004 edition I� 99Cugto TpN Home Plan. Ser 33e5 �16' W X LENGTH TO SUIT 1 OF 1
and ASCE 7-02 & 52Ctipn .R301 of F04 2004 �-' 4 PHX;352-521-0865 FAX 752-521-0667 E MAIL wwsF;pEpeorthl�nk.net AS NOTED FATE PART Na.
and the 2006 SUPPLEMENT FOR FBC 04 David W. Sr,ith,P F 02 09 09
PASCO PERMIT SERVICE I ENGINEER LICENCE DESIGN/DRAVN CHECK SHED 01-16 BI
053603 SUZANNE BAHR 813-788-5314 ID W.SMITH P EL I 120