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Home My WebLink About08-8669 (2) FLOOR PLAN EXISTING / EXIST. SHED L7 SCREEN ROOM z ADD VINYL SIDING f TO EXIST. ALUM. LDOU3LE FRAME WALL DOOR EJDO6,? OPENER ________ \ \ N r EXISTING 2X9 SMB o r-; 12' _-]2'_6" 15' ----�2__-__-I2'_6"I--_-6"I--- 8'-6" U r� w ( Q U) C FRONT ELEVATION EXISTING ROOF ADD VINYL WINDOWS 1=1= =1= ADD WOOD FRAME TO EXISTING SCREEN RM. = = BETWEEN EXISTING ALUMINUM POSTS VINYL SIDING ON EXTERIOR ____ EXIST. RAISED SLAB EXIST SLAB 16' 12' • BILL PCLi 4 o- PeJZjKLL V�LVLCC 37244LNUEKGMTAVE.H WINO ZONE ZEPHYRHILLS, FL. 33542 110 MPH 61/110 !Q+i.t 7iLt 1?vucL GRAND HORIZONS 3uLiltçpzIt Lli, 971. 33542 EXISTING CARPORT CHANGED TO GARAGE SHEET cfuzasutc- Taiiii (813) 788-5314 DESIGN/DRAWN DATE 1 OF I Ric '96At 12/18/08 HEADER SPAN TABLE STRUCTURAL PANELS ENGINEER'S NOTES: BASED ON LOADS FROM 120 MPH 3 SEC GUST EXP. 'B' EXTERIOR BEARING WALL W/UP TO 20' BLDG WIDTH NOTE! WOOD STRUCTURAL PANELS OF SIDE WALLS SHALL NOTE: HEADERS SIZE ADDED LAYERS MAXIMUM OVERLAP THE TOP MEMBER OF THE I.THE BASIC DESIGN WINDSPEED=120 MPH @ BEARING WALL 15/32 CDX SPAN DOUBLE TOP PLATE AND THE BOTTOM PLATE. WHEREVER THE STRUCTURAL PANELS ARE NOT CONTINUOUS FROM 2. THE WIND IMPORTANCE FACTOR IS 1.0 2-2'x4 V/(1) LAYER 15/32' CDX 3'-6' A ROW OF 10d NAILS @ 3' O.C. SHALL BE 1/2' TOP MEMBER OF TOP PLATE TO BOTTOM PLATE AND MINIMUM FROM EDGE OF BOTH TOP PLATES&BOTTOM PLATE. WITHIN PS OF EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE 3, THE WIND EXPOSURE CATAGORY USED IS 'B' 2-2'x6' V/(1) LAYER 15/32' CDX 5'-5" USE SIMPSON BOTTOM SPI OR EQUIVALENT AT STUD TO BOTTOM PLATE CONNECTION & ROOF B. CEILING 2-2'x8' V/(I) LAYER 15/32' CDX 6'-10' USE TWO STAGGERED ROWS OF NAILS ON 3' O.C USE SIMPSON SP2 OR EQUIVALENT AT STUD TO DBL TOP PLATE CONNECTION 4. THE INTERNAL PRESSURE COEFFICIENT FOR 2-2'x)O' V/(1) LAYER 15/32' CDX 8'-5" @BOTTOM PLATE &6' @VERTICAL EDGES&12' IN FIELD OR EQUIV, APPLIED PER MFG'RS SPECIFICATIONS FOR ENCLOSED BUILDINGS IS +/-0.18 2-2'x12' W/(1) LAYER 15/32' CDX 10'-0' USE 8d NAILS @ 6' @ VERT. EDGES&12' OC. IN FIELD 5. C&C DESIGN WIND PRESSURE: PER TABLE R 301.2(2) 3-2'x12' V/(1) LAYER 15/32' CDX 12'-2' #5 DOWEL a 4' OC. MAX & 6' FROM EDGES ROOF=+10/-39PSF ZONE 2B 3-2'x12' V/(2) LAYERS 15/32' CDX 16'-0' 6' EMBEDMENT INTO NEW THICKENED EDGE WALLS=+23/-26PSF ZONE 4B 2x4 STUDS 2 16' O.C. B. 4' MIN INTO EXISTING SLAB 2x4 STUDS @ 16' O.C. SEE HEADER SPAN TABLE -' RAD FASTEN TO DBL TOP PLATE ABOVE a\ \ \ i ' `. �GSWALE W/ SIMPSON SP2 ._, \ T APPLIED EITHER OUTSIDE OR i-DBL 2X4 TOP PLATE INSIDE PER MFGRS SPECS ALUM PAN OR COMPOSITE PANEL ROOF \ \ \ \ 3000 PSI THICKENED EDGE (1) #5 CONTINUOUS ADDITION FOUNDATION ADDITION D 2 #5 DOWEL THRU EXISTING SLAB DBL 2x4 INTO NEW FOOTER 6' MIN TOP PLATE O RA " \ \ SWALE 2x6 #2 S.W.P. O.H. GARAGE DOOR ANCHORAGE \ 1 26 BOTH SIDES B. TOP OF DOOR OPENING \ \ \ \ \ \ TYPICAL T OREQUIVALENT 1/2' CDX OR OSB STRUCTURAL SHEATHI G OHD RATED FOR 120 MPH FOUNDATION ADDITION FASTEN PER NOTE (3 SEC GUST) WIND SPEED ALL GARAGE DOOR HARDWARE TO BE INSTALLED PER MFGRS SPECIFICATIONS I DDED WOOD FRAME CONSTRUCTION I T 2x4 BASE PLATE 3000 PSI 4' CONCRETE SLAB&FpUNDATIDN OURED CONC. CURB. ABLE 1604.5 CATAGORY I MINOR ACCESSORY STRUCTURES & SCREEN ROOMS I �_ AS NEEDED TO ACHIEVE WOOD 6' ABOVE GRADE BADE COVERED PATIOS, PATIOS CONVERTED TO GARAGES UNDER 400 SQ FT. IGRADE MAY HAVE FOOTERS PER DETAIL C •, \ _ �• CATAGORY II ROOM ADDITIONS SHALL HAVE THICKENED EDGE 12'Vxl2' BELOW GRADE & 6' ABOVE GRADE CONCRETE FINER V/(2) N5 RE BAR CONTINUOUS ON CHAIRS PER DETAIL D - - - - - - - - - - - GRADE GARAGE FLOOR EXISTING CONCRETE SLAB B. FOUNDATION PT 2x4 BASE PLATE 2x4 STUDS 2 16' O.C. NOTE; WOOD MUST BE 6' ABOVE GRADE FASTEN TO SLAB/FOUNDATION \_____SIMPSON HD5A OR EQUIV. SIMPSON SPH4 OR EQUIV. ASTEN TO PT 2X4 BASE PLATE SWALE MAY BE ADDED TO ACHIEVE THIS EMB1/2 WEDGE ANCHORS I 1/a' APPLIED PER MFGRS SPECS APPLIED PER MFGRS SPECS IMPSON SP1. OR ADD POURED CONCRETE CURB EACHDSENT LOCATED WITHIN 8' OF ENDSTYPICAL OR EQUIVALENT APPLIED PER MFG'RS SPECS 2x4 @16' OC. KNEE EACH SIDE OF DOORS &WINDOWS OPENINGS TYPICAL BOTH SIDES SEE ABOVE B. 24' O.C. MAX INSIDE OR OUTSIDE WALL AS NEEDEDFEXISTINGFLOOR PT 2X4 BASE PLATEDBL 2X4 TOP PLATE W/(I) LAYER X' TYPE NOTE: ENCLOSED STRUCTURES BELOW BFE 5/8 GYPSUM BOARD SHALL BE CONSTRUCTED OF WATER RESISTANT MATERIALS FEMA CLASS 4&5 TAPEDS&D SEALS EDHOWN & WITH HYDROSTATIC OPENINGS PER SITE SPECIFIC SHEET (1) HR. FIRE RATED PER FEMA-TB-1-93&NFIP 60.3(c)(5) &ASCE 24-98 1/2' MIN. GYPSUM SEPARATION FROM LIVING AREA APPLIED TO GARAGE SIDE OF WALL E FLOOR PER R3092 1 HR. FIRE WALL SHALL BE INSTALLED BETWEEN BOTTOM OF MOOBILE HOME AND I hereby certify that I have performed and reviewed this plan and IOU 1GA HR.GFIRE WALL PER UL DETAIL BXUV.U314 it to be in compliance with ASCE 7-05 and the Florida Building Code 2004 W and all revisions and updates thru the 2006 Supplements to FBC 04. D.`V.SMI`TH,M.S.,P.E. SHEET CIF FLORIDA PROFESSIONAL C.W('EER LICENSE'U4 R 53608 I GARAGE I1 OF 1 P90 Alts ConsuDADC C' Engineer 990 uALLASTON DRivE-DA DEC Tv,FLQ DA 33525 I SCALE I CATS I PART Na O( - 15 1A - I' 7 C.fNIL: d.sFlpeQeor Nlrk rrtt DO NOT SCALE 09/23/08 David W. Smith,P,E, PASCO PERMIT SERVICE DESIGN/DRAVN CHECKED GARAGE ENGINEER LICENCE #53608 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.