HomeMy WebLinkAbout08-8668 (2) SIDE ELEVATION FRONT ELEVATION
ADD STYROFOAM AND VINYL
SIDING ABOVE
EXISTING 3" INSULATED PAN ROOF FL 1793 AND BELOW WINDOriS
IHIHHIHHHIHH1H ! H __
EXISTING CARPORT
EXISTING SHED ADD GLASS
-HORIZONTAL SLIDERS TO
II EXISTING 3X2 FRAME
EXISTING CONCRETE SLAB
i I
17
FLOOR PLAN
EXISTING PARK MODEL
T
O T
EXISTING SHED SUNROOM . ---.-4 T EXISTING CARPORT
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2" '-2±'-2±'-2H
12' 17' I 27'
(� �(� * HOWARD REW WIND ZONE
.1'V. V NLL>ELL, •V •� �•�• PCL.CQ'� 'PC'JZ.HILL V C'�. LCL' 7736 KAY MARIE AVE. 110 MPH
I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWED THIS ZEPHYRHILLS, FL. 33541
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-02 AND 9909 1'VaLLaitast LhL. 6'I40 97o LE 1tht !Ruud
FLORIDA BUILDING CODE, 2004 EDITION, AND ALL UPDATES AND Pad . Cliff, TL. 33525 J.-4 iVsLkLLLs, !F[. 335I2 EXIST. SCREEN ROOM TO SUNROOM SHEET
REVISIONS THROUGH THE 2006 SUPPLEMENTS.
D.W. SMITH, P.E. # 53608 ' (352) 521-0865 g-," (352) 521-0863
c Lxaxste L?a (813) 388-5312 DESIGN/DRAWN DATE
L. P.£. .£�aa.�.ia #: 53608 e� Th,.ti.� J 12/16/08 1 OF I
ENGINEER'S NOTES: - 2 1/2' X 1 1/2' RECEIVING CHANNEL ADD OPEN BACK
BASIC WIND- VELOCITY: 125 MPH THRU BOLTED TO POST WITH 3' COMPOSITE PANEL ROOF
STRUCTAL OR ELITE OR EQUIV. INSIDE
5/16-18 BOLTS FOR SIDE BEAM FASTEN PER MFG'RS SPECS. >DMCS--,/
'
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY: B #10X3/4° CORROSION RESISTENT CORROSION RESISTANT BOLTS, W/#14x4 1/2' SEAL HD FENDER WASHER SCRWS
INTERNAL PRESSURE COEFFICIENT=+,18/-.18 WASHER HEADED SCREWS WASHERS, NUTS- TYPICAL @ 12' D.C. MAX
DESIGN WIND PRESSURE ARE PER TABLE 1609.6B TYP BOTH SIDES
#10x3
ROOF: +111-28 PSF ZONE 1B INTO SIDE SMB @6' D.C. @ 8 i
WALLS: +27/-29 PSF ZONE 4B
OU STRENGTHENED
C L MNN ALUM DETAIL
JOF
ALTERNATIVE TO 2x3 STUDS
DETFASTEN RECEIVING CHANNEL TD HOST 2x4 MIN FACIA SI FASTEN 2x3 EDGE BEAM
WITH #xox2• LAG SCREWS 12' D.C. Max CONNECTION 2'x3'X.045' 2'x3'X.045� TO COLUMN
ALUM FLASHING W/ CAPRI CLIIPS W/
(2) ROWS STAGGERED INSTALLED UNDER DRIP EDGE OR 6' ALUM COLUMN W/(2) #10x3/4' TECHS1/4' SWCUT SURE ROOF
TCH
UNDER FIRST ROW DF SHINGLES CONNECTION DETAIL OF CEMENT TIOUSNCCOATING OOSS SSRU�
#8 X 1/2' CORROSION RESISTA FOR ALUM FLASHING
ALL PURPOSE SCREW POST TO 2"x3" BEAM SEAL WITH CAULK
NOTE: FOR INCLOSED WALLS MAY USE REC. ALUM FLASHING H
COMPOSITE `uRE ROOF 3' COMPOSITE PANELS SECURED IN CHANNEL 2x3 COLUMNS 0
ROOF PANELS SRUC RECEIVING CHANNELS ATTACHED TO ALUM MEMBERS FOR COMP. #8 X 1/2' CORROSION RESISTANT
S
NOS' 5 W/#10x3/4' TEKS @ 18' D.C. MAX �#1/4' x2
ANELS
' T
OFFET MAT'LS PROVIDE 1/8' DIA VEEP HOLES AT OUTSIDE BOTTOM OF REC. CHANNELS COMPOSITE
OR ENCLOSE 2' RIDGID FOAM INS. V/ .024 ALUM MOBILE NOME SKIN OR ROOF PANELS I $
DRYVALL AT INSIDE VALL & 1/2' CDX FASTENED V/ 110 TEKS 2 12' O.C #14x3/4' TEKS
-- - - U 2 EDGES & IN FIELD. TAPCONS (3)/SIDE T
COVER V/ SPECIFIED SIDING OVER TYVEK OR EOUIV. VAPOR BARRIER
1x3 OPEN BACK U
EDGE OF PANEL FINISHED W/ U C
RECEIVEING CHANNEL FASTEN W/ : I T
#10x3/4' TEKS a 8'O.C.
REC. ll� R
1X3 OPEN BACK CHANNEL I� i FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA E
FASTEN FASTEN FASTEN N FOR C❑MP. ti •' i
W/ #10x3 1/2' TEKS O PANELS WITH #10x2' LAG SCREVS2 12 O.C. MAX
W/ #10x3 1/2' TEKSM (2) ROWS STAGGERED
e 12' D.C.
12' O.C. CAULK BEFORE FASTENING =
TYPrCAL''CONNECTION 'DETAIL
BASE RAIL TO DECK AND TO COLUMNS•
CONNECTION TO EXISTING HOME
0' WIDE MAX WINDOW SIZE WINDOWS RATED FOR 125 MPH PER
DETAIL
WITH 2x2 COLUMNS ❑TE WINDOW MFGR TO PROVIDE
2'x3' ALUM COLUMN TYP (TYPICAL) INSTALLATION INSTRUCTIONS
64' WIDE MAX WINDOW SIZE &WINDOWS TO BE INSTALLED PER 3' COMPOSITE PANEL ROOF #8 X 5/8' SMS W/WASHER
WITH 2X3 OR STRENGTHENED COLUMNS STRUCTAL OR ELITE OR EQUIV. CORROSION RESISTANT
PER DETAIL ABOVE (TYPICAL) MFGR'S INSTRUCTIONS FASTEN PER MFG'RS SPECS, •�______ _________= / / 3'x2'X,C45'
'-�{ 2'x2'X.045' ALUM BLOCKING W
6 I if TI
+23 PSF +23 PSF +23 PSF *23 PSF +123 PSF +23 PSF FASTEN WITH 2'x2' CAPRI CLIPS 11 12x3 ALUM POSTS @ 16' D.C. -25PSF -25PSF -25PSF -25PSF -25PSF -25PSF /• H-
VINYL SIDING OVER 6'x6'-8 H-
15/32' CDX DR OSB I- / SLIDING ASS DOO U
STRUCTURAL �� / j� 30' REF / COLUMN @ ,CORNERS +23/-2 PSF
SHEATHING FASTEN W/ �I
x3/4' S.M.S @6' D.C.
OR
ALUM COMPOSITE PANELS �� � T U H H H ft iL = - ___ : ____
IN RECIEVING CHANNELS
SWALE AS NECESSARY
VARIOUS LENGTHS '- NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY
UP TO 36' FRONT ELEVATION BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' 16' MAX
H&W12'x12 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
/5. ALUM H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12' SIDE ELEVATION
NOTE: 3000 PSI CONCRETE SLAB 4' THICK W/ FASTEN W/5/8'x3/4' SMS NEW SLABS TO HAVE EITHER 6'x6'-#10/10WWM AY SUBSTITUTE
6x6/10-10 WWM OR FIBER FILL TYPICAL __ _ _ OR FIBERMESH 3'x6'-8' PH DOOR
OVER 6 MIL VAPOR FILM W/ EDGES
W/ 3x2 ALUM HEADER
LAPPED 6' & TAPED
+24/-27 PSF
NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK I hereby certify that I have performed and reviewed this plan and Found
AS SHOWN SEE DECK CONNECTION DETAIL SHEET it to be in compliance with ASCE 7-02& section R301 of the Florida Bui(dt g Coder 2004 edition I D.W.SMITH M.S. P.E. 53608 SUN ROOM SHEET OF
TERMITE TREATED SOIL, ALL WOOD BASED MATERIALS 6' ABOVE GRADE
TABLE 1604.5 CATAGORY I MINOR ACCESSORY STRUCTURES & SCREEN ROOMS and the 2006 SUPPLEMENT to FBC 04. R0RIDA PROFESSIaAk(( ((R LICExSE N.MBER 53608
COVERED PATIOS, PATIOS CONVERTED TO SUN ROOMS Custom Home Plan Service ADDITION 1 OF 1
9909 ❑ALLAST0N DRIvE-DADE CITY,FLURIDA 33525 SCALE DATE PART Na
G•..� YOE 352-521.3B6S 1AL 35?-521-0867 E-IRR• d.sflpekro W,rk mt
I Z /(Z Y DO NOT SCALE 12/12/08 I
GLAS 08
David W. Smith,P.E.#53608 PASCO PERMIT SERVICE DESIGN/DRAUN CHOCKED
SUZANNE BAHR 866-824-7894 D.W.SMITH,P.E. 125