The URL can be used to link to this page

Home My WebLink About08-8155 (2) EXIST . HOUSE ROOF Ht _____________ __ EXIST . OPEN HOUSE PORCH - EXISTING EXISTING - HOUSE SHED NEW ROOM ADDITION 15' 11 ' WALL A/C UNIT FRONT ELEVATION O D HOUSE WALL AND DOOR WILL REMAIN NEW ADDITION NEW WALLS WALL A/C UNIT 11' OPEN EXISTING PORCH SHED FRONT DOOR NEW ADDITION 0 0 -5' 13 ' FLOOR / ELECTRICAL PLAN SIDE ELEVATION PcZ.�l.4�Q- 'C J1HtLi� CJ '�LVlC G'. RWANDA $AWARDS WIND ZONE 39507 MEADAWOOD LOOP 120 MPH 6440 T& t 1I 9 Zaud ZEPHYRH1LlS, FL. 33542 3phyh/i*11.1, TL. 33542 ENCLOSE CARPORT - $- R88H SHEET oFfICF DESIGN/DRAWN DATE cf'uLccsut¢ [�a1+sL (813) ?88-5314 efae- �6,L 0s/04/Da 1 OF I ENGINEER'S NOTES WINDOW &DOOR MANUFACTURERS TO PROVIDE CERTIFICATION THAT THEIR WINDOWS AND 1) THE BASIC DESIGN WIND SPEED=120 MPH, 3 SEC GUST DOORS WILL WITHSTAND THE FORCE RESULTING FROM THE SPECIFIED DESIGN C&C WIND PRESSURE. > THE IMPORTANCE FACTOR = 0,77 AND PROVIDE INSTALLATION INFORMATION TO THE BUILDER SUCH THAT WHEN INSTALLED PER SAID INSTRUCTIONS THE WINDOW WILL PROVIDE THE CERTIFIED PERFORMANCE. 3) THE EXPOSURE CATAGORY = B THE CONTRACTOR IS TO INSTALL THE WINDOWS AND DOORS ACCORDING TO THE SPECIFIC INSTALLATION INSTRUCTIONS THE INTERNAL PRESSURE CDEFF.= +/-0.55 PARTIALLY OPEN SUPPLIED BY THE WINDOW AND DOOR MANUFACTURER. BUILDER TO HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION > THE COMP. & CLADDING DESIGN PRESSURES ARE PER FOR REFIEW BY THE BUILDING INSPECTOR, TABLE R301.2(2) FBCB 2004 NOTE: WHEN ENCLOSED STRUCTURES IS BELOW BFE IT SHALL BE CONSTRUCTED OF WATER RESISTANT MATERIALS 1/2' CDX SHEATHING NAILED W/801 R/S NAILS @ 6' O.C. ON EDGES & WITH HYDROSTATIC OPENINGS PER SITE SPECIFIC SHEET &10' O.C. IN FIELD. USE 1/2' PLYCLIPS. PER FEMA-TB-1-93&NFIP 60.3(c)(5) &ASCE 24-98 15# FELT AND SPECIFIED SHINGLES APPLIED 1/2' MIN. GYPSUM SEPARATION FROM LIVING AREA APPLIED TO GARAGE SIDE OF WALL PER MFGRS SPECS FOR 110MPH WIND SPEED ZONE STRUCTURAL PANELS PER R309.2 (4) NAILS MIN PER SHINGLE. NOTE: WOOD STRUCTURAL PANELS OF SIDE WALLS SHALL OVERLAP THE TOP MEMBER OF THE SIMPSON HIO CLIP @ ALL DOUBLE TOP PLATE AND THE BOTTOM PLATE. TRUSS TO DBL TOP PLATE A ROW OF 1001 NAILS 2 3' D.C. SHALL BE 1/2' CONNECTIONS (RATED 905# UPLIFT) R25 INS MINIMUM FROM EDGE OF BOTH TOP PLATES&BOTTOM PLATE. USE TWO STAGGERED ROWS OF NAILS ON 3' D.C @BOTTOM PLATE &6' @VERTICAL EDGES&12' IN FIELD PRE ENGINEERED TRUSSES @2' OC. USE 801 NAILS @ 6' @ VERT. EDGES&12' D.C. IN FIELD 2X4 WOOD SUB FASCIA 47PSF LOADING/SHINGLES/12OMPH WIND LOAD &ALUM DRIP' AND FASCIA ROOF PITCH PER SITE SPECIFIC PLAN NOTE: WHEREVER THE STRUCTURAL PANELS ARE NOT CONTINUOUS FROM TOP MEMBER OF TOP PLATE TO BOTTOM PLATE AND WITHIN 4FT OF EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE USE SIMPSON SP1 DR EQUIVALENT AT STUD TO BOTTOM PLATE CONNECTION & VINYL SOFFET MATERIALS USE SIMPSON SP2 OR EQUIVALENT AT STUD TO DBL TOP PLATE CONNECTION OR EQUIV. APPLIED PER MFG'RS SPECIFICATIONS INSIDE OR OUTSIDE DBL 2x4 TOP PLATE SIMPSON SP2 1/2' CEILING GYPSUM PER NOTE FASTEN 27' O.C. MAX CONFIRM EXISTING CLIP @ TRUSSES TO EXISTING BEAM 1/2' GYPSUM DBL 2x-HEADER PER R25 INS PER FBC 2308.5 W/ (1) LAYER 1/2' ❑SB OR CDX WINDOWS PER SCHEDULE (QQ�Qs RATED FOR 110 MPH WIND SPEED & 1/2' CEILING GYPSUM APPLIED PER MFGRS INSTRUCTIONS N. FASTEN 27' D.C. MAX 1/2' CDX OR OSB `I) EXISTING ROOF& TRUSS STRUCTURE STRUCTURAL SHEATHING MARBLE WINDOW SILLS FASTEN PER NOTE EXISTING BOXED BEAM AT EXISTING CARPORT DR R11 INS 2x4 STUDS@16' O.C. CONSTRUCTION COVERED PATIO STRUCTURE SIDING AS SPECIFIED SIDING WOOD BASE TRIM SINGLE 2x4 TOP PLATE AS SPECIFIED 1/2' CDX OR OSB OVER TYVEC OVER WHEN ATTACHED TO EXISTING BEAM FLOOR COVERING STRUCTURAL SHEATHING TYPICAL 2x4 STUDS@ 16' D.C. WALL CONSTRUCTION PT 2x4 BASE PLATE SIMPSON SP1 PER OWNER FASTEN PER NOTE WITH CLIPS TO TOP&BOTTOM PLATE PER DETAIL FASTEN TO FOUNDATION W/ PER NOTE L / - APPLIED PER MFGRS SPECS TO EITHER OUSIDE OR INSIDE 1/2' WEDGE ANCHORS x4 1/4' EMBEDMENT LOCATED WITHIN 8' OF CORNERS EACH SIDE OF DOORS &WINDOWS OPENINGS •• & 24' D.C. MAX PT 2x4 BASE PLATE �%/\�j/\/\\\/\\//\ '•.... '• •�j�\\/�/\�j/j/\\j\\//�\\//\\///\�//\\///\ FASTEN TO FOUNDATION W/ � \\ \\j //j \/\/ / \ \ \j ////\\/\ 4" 3000 PSI CONCRETE SLAB 1/2' WEDGE ANC \ \/ / FIL EMBEDMEDG LANCTEDW/6x6-#10/#10 WWM OR POLY �\\- OVER 6 MIL POLY FILM W/ EDGES EACH SIDE OF DOORS &WINDOWS OPENINGS LAPPED 6' & TAPED OVER & 24' D.C. MAX HORS x4' CLEAN COMPACTED TERMITE EXISTING 2500 PSI 4' MIN SLAB AND FDUNDATI IN /�/ / \\\�/\\ TREATED SOIL WOOD AND NON TERMITE RESISTIVE MATERIALS 3000 PSI CONCRETE SHALL BE 6' ABOVE GRADE C2 TYPICAL WOOD FRAME SEE DETAIL OR EQUIV. ON FOUNDATION SHEET I hereby certify that I have perforned and reviewed / 16Hx 12W MONOLITHIC FOOTER this plan and found it to be in compliance with ASCE 7-02 & W/(2) #5 REBAR CONTINUOUS SECTION the Florida building code 2004 edition and all updates. ON CHAIRS SPACED 4' MAX D.C. and r visions through the 2006 SUPPLEMENT to FBC 04 :%\�i��\ �� # D.W.SMITH,M.S., P.E.#53608 TYPICAL SECTION SHEET OF \ FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 FRAME ROOM ADDITION 1 OF WOOD FRAME WALL DETAIL FOR t' Projects Consulting Engineer 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE I DATE PART NO. CONVERSION OF COVERED ADDITION `� David W, Smith,P,E, P4 M352-521-D%5 FAr:N-52l-o87 E-NAIL dWipeewthur.net DO NOT SCALE 07/14/08 FRAME WALL TO ROOM ADDITION - � ' ENGINEER PASCO PERMIT SERVICE DESIGN/DRAWN CHECKED SECTIONS LICENCE #53608 SUZANNE BAHR 866-824-7894 D.W.SMITH,P.E.