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Home My WebLink About08-8670 (2) ;' 27 ' z O N PROPOSED PROPOSED LANAI w SCREEN___T ROOM U H46" - __ __ 10' 10' 17 ' FLOOR PLAN 3" COMPOSITE PANEL ROOF FL2291 2X3 ALUM. w/ 2X4 FRAME w/ VINYL SIDING VINYL SIDING EXISTING SLAB ` 10' 17 ' G SIDE ELEVATION (� GARY LANGLEY WIND ZONE 'CL.�Co ��('tLKLL� V IZ1LIZCL' 3454 TOURMALINE DR. 110 MPH 611210 Ea .t A�utg. crad ZEPHYRHILLS, FL. 33540 (zltyhidLLs, JL. 33542 LANAI AND SCREEN ROOM SHEET Cfttztuute. l?akri. (813) 788-53721 DESIGN/DRAUN DATE 1 OF I �'cic l�al�tr 12/11/08 RA.DT-07 #10X1 1/2' LG HEX HD ENGINEER'S NOTES: CORROSION RESISTANT LAG SCREW SIMPSON BCS 2/4 3'x4' COMPOSITE ROOF PANELS j PT 4x4 POST 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/ j 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'-G' �• MFGR'S SPECIFICATIONS. 14' MAX PT 4x4 2-2'x6' POST 7. SEE NAILING SPECIFICATION NOTE FOR VOOD PANELS BELOV ROOF B. CEILING NAILING PATTERN SPECIFIED PROVIDES 8508/FT UPLIFT 2-2'x8' 6'-10' ' \ 2-2'x10' 8'-5' ---� 8. NOTE: SIMPSON CLIPS MAY BE APPLIED EITHER OUTSIDE 2-2'x12' 1O'-D' \'\ OR INSIDE OF STUDS 1 2 ° ° 3-2'x12' 12'-2' 1/2 PT POST ALTERNATIVE VALENCE CAP CONSTRUCTION EEEEEEEfEEEEEEEEE #8x1/2' CORROSION RESIST ._.._..-.._..-.._..-.. WASHER HEADED SCREWS II i #8 XNPPR2' APPRD: \1/2' ORROSION RESISTANT DBL 2'X4' TOP PLATE 1/2' PLYWOOD DR OSB E SCREW EXISTING OVERLAP BOTTOM PLATE ROOF 1VD PERIMETER JOISTS DBL 2'X HEADER NAIL 6' D.C.@ EDGES PER FBCR TABLE R502,5(1> i W/1/2' PLYWOOD SPACER / S1E' IN FIELD DT OVER WINDOWS&DOOR WINDOWS PER SCHEDULE NOTE:WHEN WALL HEIGHT EX EDS 1/2' PLYWOOD OR OSB ¢ / < PANEL LENGTH BLOCKING IS RE 'D USE 2x4 EDGEWISE AT OVERLAP BOTTOM PLATE AND STRUCTURAL PANEL PERIMIETER JOISTS NAIL I = HORIZONTAL EDGES TO ----- --- 6' O.C. @EDGES&IN FIELD r) Co PROVIDE NAILING FOR 3'x12'x.03 SEE NAILING NOTE / +20 PSF I PANEL EDGES PER COMPOSITE ALUMINUM PANEL ATTACH ONLY WITH -23 PSF 0 SCHEDU (6' @ EDGES ALUM FLASHING C-24 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' CINSTRTION 2'x4' STUD CONSTRUCTION 16'- ±21 PSF @ 16' D.C. C. TYP SIMPSON CLIPS 36'x6'-8' PREHUNG R-11 INSULATION IN ALL 2X4 WOOD WALLS APPLY INSIDE OR OUTSIDE 2X4 4TH WALL CONSTRICTION MAY ALSO BE 2x6 SMB W/3x3 AL COLUMNS@ 10' D.C. USE 2x3 AL KNEE BRACES @ END 3x3 POSTS TO SMB MIN FACIA _ _ _ _ _ / \ LRADE H n.', .o. / 4' THICK 2500 PSI MIN CONCRETE SLAB "' "9 VIEW @ 4TH WALL ° OVER 6'x6'-#10/10 WWM OVER 6 MIL STRUCTURAL PANELS NAILING NOTE: POLYFILM W/ EDGES LAPED 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 DOORS. WOOD STRUCTURAL PANELS SHALL WINDOW OPENINGS&WITHIN NOTE: USE SP2 &SP1 CLIPS @ STUDS TO TOP PLATE &BASE PLATE OR USE 6 OF CORNERS NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSI❑N ALTERNATE NAILING SYSTEM AS FOLLOWS PER STT 10-99 TABLE 305s1: TYPICAL SECTION 4'BE USED ONLEEVELLGROUND UP TO FOOTER OF 1'/12' DOUBLE OVERLAP OP PLATE AND THE TOP MTHE EMBER OFBOTTOM FREE STANDING E W/(1)8#5 8 CONTINUOUS E SLOPE GREATER THAN 1'/12' UP TO 2'/12' 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 @ 3 ' D.C. SHALL BE 1/2' NEW SLABS TO HAVE EITHER 6'x6'-#10/10WWM MINIMUM FROM PANELING EDGES. OF BOTH MEMBERS OR FIBERMESH OF DBL TOP PLATE&BOTT❑M 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. Srmith,P.E, STRUCTURE HEIGHT REQUIRES SPLICING OF PANELS CUSTOMER: INTERRUPTING THE WOOD STRUCTURAL NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE C�SHEATHING AND WITHIN 4 FT. OF EACH CONSTRUCTED ON 250OPSI CONCRETE SLAB 4" THICK W/ D.jV.SMITH,P.E 53608 FREE STANDING I SHEET of CORNER AND ATTACHMENTS TO EXISTING 6x6/10-10 WWM OR POLY FIL OVER 6 MIL POLYFILM OVER CLEAN FLORIDA PROFESSIONAL ENGINEER LICERt NJIgER 53608 SHED 1 OF 1 STRUCTURE USE SIMPSON SP2&SP1 COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE Custom Nome Plan Service DESIGN.DRAUN OR EQUIV, APPLIED PER MFG'RS REQUIRED IN SITUATIONS WITH SLOPING GRADE. 9909 11AILASTON DRIVE-DADE CITY,FLORIDA 33525 DATE PART Na D.W.SMITH,P.E. SPECIFICATIONS @ STUDS TO TOP PLATE& STUDS TO BASE PLATE. PEoc:352.521-0865 rAID352.521-0s6T E-NAI4 zephtr2l@gtrvt 02/21/08 RA.DT-07 AT EITHER INSIDE DR OUTSIDE OF STUDS PASCO PERMIT SERVICE SCALE CHECKED ROOM ADDITION ENGINEER LICENCE •53608 SUZANNE BAHR 813-788-5314 AS NOTED J WOOD FRAME #10 X 1/2' CORROSION RESISTANT HOST STRUCTURE ALL PURPOSE SCREW Ex1STWG RODE ENGINEER'S NOTES - x3'X045' ALUMINUM COLUMN 12' APPROX BASIC WIND VELOCITY 125 MPH (3 SEC GUST) 2x2 062 ANG 3'x3 x.o45 ALUMINUM cDLUMNe 4 CORNERS) 1. IMPORTANCE FACTOR: 0,77 EACH SIDE 2) #10 SMS EXPOSURE CATAGORY: B DR ALI�TERNATIVE CORROSION RESISTANT(2) INTERNAL PRESSURE COEFFICIENT /-U PT 2x4 DECKING 062'U CUP 1•x2' ALUM BASE PLATE (TYP) li FASTEN TO JOISTS C&C DESIGN WIND PRESSURE =+20/-28 PSF W/#ex3 DECK SCREWS SCREEN PRESSURE=14 PSF ! ALUM FLASHING MAX DEFLECTION =2,46" L/60=168/60=2,8' ALLOWED /PT 2'x6' PERIMETER JOIST INSTALLED 6' MIN UNDER MAX MOMENT (PANELS)=7,600 IN LBS FIRST ROW OF SHINGLES Y4'DIA X 4 1/2' LAGSCREWS DR UNDER DRIP EDGE MAX FIBER STRESS=MC/I=14,770 PSI -CDRRDSIDN RESISTANT 2' MIN IMBEDMENT IN 2'x6' CDNTRACTER TO VERIFY CONDITION DF HOST STRUCTURE _.._.._.._.._.._.._.._.._.._.._.._.._.._,._,._.._.._.._.._.._,._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. PERIMETER JOISTS ALUM. FLASHING UNDER EXISTING DRIP EDGE I FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA WITH #10x2' SMS DR LAG SCREWS@ 12' D.C. MAX TO EXTEND 12' OVER PAN ROOF --6 24'MAX D.C. (2) ROWS STAGGERED TYPICAL FASTEN PANEL TO REC. CHANNEL W/#lOx ' SEAL HD TEKS 12' 2 8' D.C. MAX. TOP DR BOTTOM FLANGE #10 x 5/8' SMS EXISTINGr`.. DETAIL OF WASHER/SEAL HEADED ROOF POST TO DECK ENLARGED VIEW @ CORROSION RESISTANT ' CONNECTION TYPICAL ROOF CONNECTION _._._._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._..L.._.._.._.._.._.._._.._.._.._.._.,_.._.._.._•._. FASTEN PANEL TD REC. CHANNEL .._.._.._.._.._.._._.._.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._._. #t1D X S/B' HEX HD CORROSION RESISTANT 1X0.9 IN4 I-3'--� '1x 0,6 IN4 �`IT w/#10x3/4' SEAL HD TEKS 3'x4'x.032' COMPOSITE PANEL @ 8' D.C. MAX. TOP DR BOTTOM FLANGEROOF FASTEN TO BEAMS W/ #14x4 1/2' METAL SCREW,WASHER&SEAL N 2 12' EC. AT ENDS AND RAKES APPROX 4' OC MAX. AS SHOWN p1ox2 1/2' SMS !«10x2 1/2' SMS OR TO REC. CHANNELS @ ENDS DR RAKES (3 SCREWS /PANEL BOTH ENDS) e e' D.C. 1 W/#10x3/4 SEAL HEAD TEKS ABiJVE L=12' USE (5) SCREWS/PANEL @ 8' DC. 3 'X,06' QR ALUM PAN RDDF; _._..__ - - -- -- ----- ADD IX2 OPEN BACK OR RECEIVING CHANNEL 12'x3' x.032' RISER PAN RDDF ADD N 1D3 OPEN BACK @ 2X2 OPEN BACK FASTENED TO WALL STUDS 3105 H28 Y =23KSI INSIDE INSIDE DR OUTSIDE OF HOST STRUCTURE AT (n ! FASTEN W/ (3) #10x3/4' WASHER/ PER SITE SPECIFIC PLAN SEAL HD TECH SCREWS@ BOTH ENDS EACH STUD WITH ONE & 6' ❑.C. AT RAKE EDGES ALUM COLUMN DETAIL ALTERNATE CONSTRUCTION i ALTERNATE CONSTRUCTION 1/4'X1 1/2'LAG AND 3/4' (� ALTERNATIVE FASTENING METHOD :ALUM COLUMN DETAIL WASHER COROSION RESISTIVE O i DETAIL OF FASTEN CAPRI CLIPS W/ ALTERNATIVE TO 3x3 STUDS ALTERNATIVE TO 2x3 STUDS = SIDEBEAM 2'x3'X.O45 W/(2) #10x3/4' TECHS FOR CONVERSION OF I FOR CONVERSION OF ENLARGED VIEW @ CONNECTION 2'x3'X.0 5' EACH FLANGE EXISTING SCREEN ROOMS ;EXISTING SCREEN ROOMS ALUM COLUMN WITH 3x2 STUDS WITH 2x2 STUDS _.._.._._._.._._._._._._._._._._._._.._._.._..-.._.._.._._._..___._.._.._.._._.._.._.._.._.._.._..-.._.._.._.._,._.._.._.._.._.._._.._.._.._.._.._.._.._..�, ,.._..__ .._.._.._.._._ 2'x"s'X.045' AL COLUMN ALTERNATE ROOF CONNECTION CONNECTION DETAIL OF 2x2x 062 ANG EACH SIDE (3'x3'X,045' @ 4 CORNERS) 2'x3"X.045" ALUMINUM COLUMN 2 1/2 X 1 1/2' RECEIVING CHANNEL 3'x12'x.O32' POST TO 2"x3" SMB 1 NOTE SEE ALTERNATE CONSTRUCTION DETAIL THRU BOLTED TO PST WITH RISER PAN ROOF DR ALTERNATIVE-� �CDRRDSID�SRESIST ANT(2) 5/16-18 BOLTS FOR SIDE BEAM ; 062'u cuP 1'x2' ALUM USING 12 OPEN BACK W/2X2 TUBE CORROSION RESISTANT BOLTS, SEE CONNECTION BASE PLATE (TYP SEE CONNECTION DETAIL FOR EITHER WASHERS, NUTS- TYPICAL WDDD DR CONCRETE DECK DETAIL �. OPTIONAL .022' ALUM. 'KICK PLATE', #10 rTAPCONS q-,.CDNC. SLAB STYROFOAM COMPOSITE PANEL, DR VINYL SIDING -CORROSION RESISTANT S '.. MIN IMBEDMENT ---24'MAX DC-- 6'-- 2'x2' MIN SCREEN BEAM 1-"I TYPICAL x 2'x3'X,045' / 2'x3'x.04 DETAIL AT S S I NOTE STAIRS &RAILINGS TO z' - __ POST TO SLAB CONFORM TO F.BC ?004 f a� _ _ CONNECTION SECTIONS R311 &R312 ^ 2'x3'X.04 ' T-5 MAX— YPICAL RESPECTIVELY 2'x3'x.045' 2'x3'x.045' (n CAULK BETWEEN FRAME ( I MEMBER AND HOST STRUCTURE ATTACH TO HOST STRUCTURE o_ WITH #10x3' LAG SCREWS 12' ALUM TERMITE W a z'xrx 045 H5 PSDN 1 O C ATTACHED SCREEN ROOM SHIELD PIER GRADE EACH E WITH RISER PAN ROOF (3105 H28) SCREEN ROOM MAY BE BUILT ON DECK OR SLAB NOTE: OR 3" x .032" COMPOSITE PANEL ROOF 8'x8'x8' FRONT ELEVATION ON DECK OR CONCRETE SLAB CONC, BLOCK AUGER ANCHOR 2 EACH OUTSIDE PIER =13'MAX (AL PANS MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT" DR EQU1V VARIOUS LENGTHS 32' IMBEDMENT OF 36' AUGER ANCHOR = &'MAX (3' COMP. PANELS WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED NOTE MAY ALSO BE CONSTRUCTED ON 3000PSI CONCRETE SECURING PERIMITER GIRDERS 3'X6' 6' TypICAL EXCEED 75 MPH, 3 SEC GUST 4'X16'X16' SLAB 4' THICK W/ 6x6/10-10 WWM OVER 6 MIL PDLYFILM WITH ASTM#123-89A STRAP OR EQUIV PREHUNG e'x.045' SIDE ELEVATION FIBER MESH IS ACCEPTABLE ALTERNATIVE TO WWM I'x MAY BE USED FOR ADDITIONS TO MOBILE HOMES CDNC PAD OVER CLEAN COMPACTED TERMITE TREATED SOIL, MODULAR & PARK MODEL HOMES AS WELL AS I hereby certify that I have perforrled and reviewed this plan and found SITE BUILT BLOCK OR FRAME HOMES. OR EQUUIV NOTE NO FOOTER REO'D EXCEPT WHEN ADDRESSING ERROSIDN it to be in cor�pliance with section 16x9 of the Florida Building Code, 2004 edition D•SV.SDIITH,M.S.,P.E. 53608 ATTACHED s�EET of 4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY FLORIDA PROFESSIONAL ENGNEER LICENS NUMBER 53608 SCREEN ROOM 1 CF BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' and ASCE 7-02 & section R301 of FBCR 2004 &the 2006 SUPPLEMENT to FBC 04.. Custom Home Plan Service H&w12'x12 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/1C' \ -� ^ 9909 VALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE PART N0. H&W=12'x'16' FOR GRADE SLOPES GREATER THAN 2'/12' II �/ 25 NEW SLABS TO HAVE EITHER 6'x6' #10/lOWWM W ' ✓ � 5 "x' 'uI" ' ER\'IC 00 NOT SCALE �CHECED 7�� ENO I NEER PASCO PERMIT SERVICE DESIGwCRavN CHECKED SCRN -02[$b OR FI2ERMESH David W. SHth,M S ,P E. LICENCE 453608 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.