HomeMy WebLinkAbout08-8408 (2) -611 -i
18 ' 10'
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FLOOR PLAN
10' -6"
_ 13t 7
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o< 3" COMPOSITE PANEL ROOF FL 2291
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0
WOOD FRAME
o _____ AND VINYL SIDING
EXISTING CONCRETE SLAB
28 '
SIDE ELEVATION
'PIZ&CQ- PCiLH'LLLI VC1LViC.e. 3429[ E D I L WIND E
3429 PERID0T LANE 110 MPH
621110 9v [Zvud ZEPHYRHILLS, FL. 33540
3p.I ,,,AL 3, fl. 35542 LANAI SHEET
cruzcutite. L?a ct (813) 788-53121 DESIGN/DRAWN I DATE
biic. l?ak'L. 10/06/08 1 OF I
RA.DT-07 #10X1 1/2' LG HEX HD
ENGINEER'S NOTES: CORROSION RESISTANT LAG SCREW 3'x4' COMPOSITE ROOF PANELS j PTMP4xD4NPOST 2/TO
W/1 5/8' DIA FENDER WASHER ROOF FASTEN W/ #14x4 1/2' TOP PLATE/BEAM
I.THE' BASIC DESIGN VINDSPEED= 120 MPH , 3 SEC GUST (3) PER PANEL&6' O.C. @SIDE WALL @ 12' O.C. AT ENDS AND RAKES
2. THE WIND IMPORTANCE FACTOR IS 1.0 FROM FBCR TABLE R502.5(1) OR RISER PANS WITH INSULATION&.019'MIN PROTECTOR PANEL I SIMPSON ABU 44
3. THE WIND EXPOSURE CATAGORY USED IS 'B' EXTERIOR BEARING WALL W/20' BLDG WIDTH CLOSE INSULATION PANEL WITH ALUM, END CAP PT 4x4 POST BASE
4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/-.18 HEADERS SIZE SPAN FASTEN W/ (3) #10x3/4' WASHER/ FASTEN TO SLAB. W/
5. DESIGN WIND PRESSURE =+20/ -23 PSF @ BEARING WALL RESISTANT WASHER HEADED SCREWS, I 1/2' WEDGE ANCHOR
4' MIN EMBEDMENT
6. ALL WINDOWS AND DOORS TO BE RATED FOR 120 MPH WIND SPEED AND INSTALLED PER 2-2'x4' 3'-6' �•
MFGR'S SPECIFICATIONS. 14' MAX PT 4x4
2-2'x6' 5'-5' POST
7. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW ROOF & CEILING
NAILING PATTERN SPECIFIED PROVIDES 850#/FT UPLIFT 2-2'x8' 6'-10' '
2-2'xl0'
B. NOTE: SIMPSON CLIPS MAY BE APPLIED EITHER OUTSIDE 2-2'x12' 10'-0'
OR INSIDE OF STUDS
3-2'x12' 12'-2' 1/2
PT POST ALTERNATIVE
VALENCE CAP .I CONSTRUCTION
#8x1/2' CORROSION RESISTEN
_U
WASHER HEADED SCREWS
#8 X 1/2' CORROSION RESISTANT DBL 2'X4' TOP PLATE 1/2' PLYWOOD OR DSB
ALL PURPOSE SCREW EXISTING OVERLAP BOTTOM PLATE
ROOF / AND PERIMETER JOISTS
DBL 2'X HEADER NAIL 6' ❑.C.@ EDGES
PER FBCR TABLE R502.5(1) IN 12' APPROX W/1/2' PLYWOOD SPACER &12'//// SEE NAILING FIELD NOTE
OVER WINDOWS&DOOR
WINDOWS PER SCHEDULE NOTE WHEN VALL HEIGHT EXCEEDS
PANEL LENGTH BLOCKING IS REQ'D
1/2' PLYWOOD OR OSB Q E USE 2x4 EDGEWISE AT
OVERLAP BOTTOM PLATE AND STRUCTURAL PANEL
PERIMIETER JOISTS NAIL , _ HORIZONTAL EDGES TO
---- 6' D.C. @EDGES&IN FIELD M CO PROVIDE NAILING FOR
3'x1 2x.03 SEE NAILING NOTE +20 PSF I PANEL EDGES PER
COMPOSITE ALUMINUM PANEL ATTACH ONLY WITH -23 PSF O NAIL SCHEDULE (6' @ EDGES
ALUM FLASHING C-24 12' @ FIELD)
OR RISER PAN W/INS&PROTECT PAN L INSTALLED 6' MIN UNDER VINYL SIDING 37'x50 5/8
FIRST ROW OF SHINGLES TO MATCH EXISTING _________ __
2'x4' CONSTRUCTION
2'x4' STUD CONSTRUCTION 16'- I
+19 PSF @ 16' D.C.
,C. TYP -21 PSF
SIMPSON CLIPS 36'x6'-8' PREHUNG
R-11 INSULATION IN ALL 2X4 WOOD WALLS APPLY INSIDE DR OUTSIDE
2X4 4TH WALL CONSTRUCTION
MAY ALSO BE 2x6 SMB W/3x3 AL COLUMNS@ 10' D.C. -------__I:____________
USE 2x3 AL KNEE BRACES @ END 3x3 POSTS TO SMB MIN FACIA /� - _,•_BADE H'.
4' THICK 2500 PSI MIN CONCRETE SLAB
VIEW @ 4TH WALL ° OVER 6'x6'-#10/10 WWM OVER 6 MIL
STRUCTURAL PANELS NAILING NOTE: PDLYFILM W/ EDGES LADED 6'& TAPE
NOTE: 2x4 BLOCKING SHALL BE APPLIED AT HORIZONTAL SINGLE PT 2'x4' BOTTOM PLATE OVER CLEAN COMPACTED TERMITE
SPLICE JOINTS OF PANELS TO PROVIDE NECESSARY NAILING FASTEN TO CONCRETE SLAB W/ TREATED SOIL
FOR HORIZONTAL SHEAR STRENGTH 1/2'x5' SLEEVE ANCHOR OR EQUIV
NOTE: NAIL 6' D.C. @ EDGES&10' D.C. MAX IN FIELD 3' IMBEDMENT 224' D.C. MAX
& 2 EACH SIDE OF DOOR&
WOOD STRUCTURAL PANELS SHALL WINDOW OPENINGS&WITHIN
NOTE; USE SP2 &SPI CLIPS @ STUDS TO TOP PLATE &BASE PLATE OR USE 6' OF CORNERS NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
ALTERNATE NAILING SYSTEM AS FOLLOWS PER STT 10-99 TABLE 305s1: TYPICAL SECTION 4'BE USED PSI LEVEL EI NOMINAL SLAB
UP TO FO MAY
OTER
OF 1'/12'
OVERLAP THE TOP MEMBER TOF T W/t(1)#5 8'CONTINUOUSDE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
DOUBLE TOP PLATE AND THE BOTTOM FREE STANDING
PLATE AND THE PERIMETER JOISTS WHEN APPLICABLE DBL 2X8 GIRDER W/FLAT SIMPSON CS-16 STRAP SHED H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12'
(CONSTRUCTING ON A WOOD DECK.) OR EQUIV. ASTM#123-89A MOBILE HOME STRAP W/(2) #5 CONTINUOUS
ROWS OF 10d NAILS 2 3 ' D.C. SHALL BE 1/2' NEW SLABS TO HAVE EITHER 6'x6'-#10/10WWM
MINIMUM FROM PANELING EDGE& OF BOTH MEMBERS
OR FIBERMESH
OF DBL TOP PLATE&BDTTOM PLATE. NOTE: WINDOW&DOOR MFGR'S TO CERTIFY THEIR PRODUCTS
USE TWO STAGGERED ROWS OF NAILS ON 3' D.C WILL WITHSTAND THE PRESSURE RESULTING FROM A 110 MPH I hereby certify that I have performed and reviewed this plan and found
@BOTTOM PLATE WHEN BUILDING ON CONCRETE SLAB WIND SPEED (3 SEC GUST) AS INDICATED ON PLAN. it to be in compliance with ASCE 7-05 and R301&R401 of FBCR 2004
OR ALTERNATIVELY INTO PERIMETER JOIST WHEN WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S and section 1609 & 1800 of FBCB 2004 and the 2006 SUPPLEMENT to FBC 04..
BUILDING ON WOOD DECK SPECIFICATIONS
NOTE: WHERE WINDOWS, DOORS INTERRUPT OR David W. Srtith,P,E.
STRUCTURE HEIGHT REQUIRES SPLICING OF PANELS ns CUSTOMER:
INTERRUPTING THE WOOD STRUCTURAL NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE V`
SHEATHING AND WITHIN 4 FT. OF EACH CONSTRUCTED ON 250OPSI CONCRETE SLAB 4" THICK W/ .1 D.`'V.SAiITH P.E.�1FL 53608 FREE STANDING SHEET of
CORNER AND ATTACHMENTS TO EXISTING 6x6/10-10 WWM OR POLY FIL OVER 6 MIL POLYFILM OVER CLEAN I FLORIDA PROFESSION&E.NGL[ER LICEx$E uBCR shoe SHED
STRUCTURE USE SIMPSON SP2&SP1 COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE 2l L� Custom Nome Plan Service DESIGN/DRAVN 1 OF 1
OR EQUIV. APPLIED PER MFG'RS REQUIRED IN SITUATIONS WITH SLOPING GRADE. 111 9909 WALLASTUN DRIVE-DADE CITY,FLORIDA 33525 DATE PART No.
PQE,�52-521-0865 FAL•752-521-o%7 CAL zpi.' egte.n< D.W.SMITH,P.E. 02/21/08 RA.DT-07
SPECIFICATIONS @ STUDS TO TOP PLATE& STUDS TD BASE PLATE.
AT EITHER INSIDE OR OUTSIDE OF STUDS PASCO PERMIT SERVICE SCALE CHECKED ROOM ADDITION
ENGINEER LICENCE ►53608 SUZANNE BAHR 813-788-5314 AS NOTED j J WOOD FRAME