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<br />NOTE: <br />TRUSSES WHICH DO NOT FMl.. DIREC11..Y OVER <br />WALL STUDS SHALL BE STRAPPED TO TOP PLATE <br />AND TOP PLATE SHALL BE S1RAPPED TO CLOSEST <br />ADJACENT STUO ""111 EQU1VALENT SlRAPPING. <br /> <br />1/2- Pl YWOOO SHEA 1HIN G TO BE F ASTEJ>lED TO TRUSSES Wl1H <br />'5 GA S'TAPLE W/7/16 CROWN x 2- LEG OR EQUIVALENT <br />AT 6- O.c. ON EDGES AND 12- D.C. IN FJElD. <br /> <br />~ OP110NAL - 7/16- ORIENTED S'TRAND BOARD. RATED <br />SHEA1HING EXP.-1 24/16. MAY BE USED IN UElJ <br />OF' 1 /2- PLYWOOD. All.. 01HER SPEClFlCA 110NS <br />SHALL REMAIN UNCHANGED. <br /> <br />OFF RIDU-~T OR 01HER APPROVED VENT. <br />1.3 SQUARE FUT NET FREE AREA Of' <br />A TIlC VENTILATION TO BE PROVIDED <br />BY SOFFl'T AND RIDGE VENTS. <br /> <br /> <br />USTED 'TRUSSES AT 16- O.c. <br />USTED ROOF TRUSS DESIGN LOADS: <br />UYE LOAD 20 PSF TOP CHORD <br />DEAD LOAD 6 PSF TOP CHORD <br />UYE LOAD 10 PSF BOTTOM CHORD <br />DEAD LOAD 4 PSF' BOTTOM CHORD <br /> <br />12 <br /> <br />5 MAX. I <br />12 <br /> <br />SEE H.V.A.C. PLAN' C8IJNG <br />DUCT SPEClf1CATIONS. <br /> <br />2 MIN'l <br /> <br />se:e i:)e,t>.ll..'t:.' ~f:rl"'" <br /> <br />1x6 FJNISH FAsaA <br /> <br />SOFflT Wl1H VENT <br /> <br />HURRICANE S'TRAP W/4-iJ8 x ,- WOOD <br />SCREWS PER STRAP END. (T'1'?ICAL SIDEWALL) <br /> <br />2x HEADER PER APPROVED <br />S'TRUCTURAL PACKAGE <br /> <br />1YPICAL WINDOW. SEE FLOOR <br />PLAN FOR SPEClFCATIONS <br /> <br />SILL PLATE 2x4 SPF' 62 <br /> <br />2x4 TOP PLATE <br />WALL INTERlOR FJNISH <br /> <br />~ <br />::) <br />-J ~ <br />~ - <br />~~ <br />w ~ <br />o . <br />Vi cr <br />io <br /> <br />2x4 TOP PLATE <br />CRIPPLE S11JDS 2x4 <br />SPF' IJ3 AT 16- O.c. 1YP. <br /> <br />z <br />::;, <br />~ <br />x <br />-< <br />~ <br /> <br />13'-4- OR 11'-6" <br /> <br />. <br />N <br />I <br />'" <br /> <br />~ <br />~~ <br />~ :; <br />w ~ <br />Q . <br />Vl 10 <br />I <br />;.. <br /> <br /> <br /> <br />EXTERIOR FlNISH <br /> <br />2x4 BOTIOI.( PLATE (/3 SPF' OF' BETTER <br />2x6 RIM JOIST IJ3 SPF OR BETTER <br />PRESSURE TREATED WOOO CAP <br />W/pRESSURE TREATED WOOD WEDGES <br /> <br />FRAME SYSTEM <br />1YPICAL PERIMETER BLOCKING <br />ax8x16 OPEN OR CLOSED CELL <br />CONCRETE BLOCK W/16- DIMENSION <br />SET PARAllEl.. Wl1H FLOOR RIM JOIST. <br /> <br />4-x4-x1S- SOUD CONCRETE PAD~.!!!.-!.!!.. <br />TO BE SET ON ct..fAN f1LL Wl1H I.4JN. ........... <br />BEARING CAPACllY OF' 2500 PSF . <br /> <br /> <br />NOTE: <br />Ml.. DESIGN AND CONSTRUCTION OF' ATTACHMENT TO 1HE EXlSTING <br />STRUCTURE IS BY 01HERS, ON SITE. SUBJECT TO LOCAL JJRlSDICTION <br />APPROVAL ' <br /> <br />EXTERIOR FINISH MATERIAL <br /> <br />ROOf - ,l,SPHAL T OR f1BERGLASS SHING\..ES INST AillO PER MANUF ACiURERS <br />SPEClf1CAl1ONS. SHINGlES SHALL BE INSTAl.LED OVER 15# FELT <br />2 LAYERS FOR PITCHES UP TO 4/12 AND 1 LAYER FOR 4/12 <br />AND STEEPER. <br /> <br />WALL - 5/ft' 11-11 APA RATED PANEl. SlDING OR VINYL HORIZONTAL LAP <br />SIDING INSTALLED PER MANUF'ACiURER'S SPEClFJCATIONS. <br /> <br />BRICK VENEER. S11JCCO. OR 01HER APPROVED FlNISIi SITE INSTALLED <br />BY 01HERS, SU8JECT TO LOCAL APPROVAL <br /> <br />r 19/32- STURD-I-FLOOR 20- O.C. <br />OR 19/32- 0.S.8. EQUIVALENT. <br /> <br />R-11 INSULA110N 1YP. <br /> <br />. . . . <br />. -0. -0 <br /> <br />.00. eo <br /> <br />t,., II 00 ...."0 It <br /> <br />U. tit II' U, lit III fit "' II If( III <br /> <br />'11"0 ...."0 <br /> <br />..0. .0 <br /> <br />..0. .0 <br /> <br />....: .12- MIN <br /> <br />T <br /> <br /> <br />TYPICAL CROSS SECTION <br />nCyfes <br /> <br />5 Cc:: <br /> <br />CoJe~ <br /> <br />GENERAL CROSS SECTlON NOTES <br /> <br />1. UNLESS 01HERWlSE SPEClFJED. Ml.. STEEl.. MUST COMPLY <br />Wl1H AS1l.l A36. YIElD S1RENG1H .. 36 KSI <br /> <br />2. ALL LAG SCREWS AND BOlL 15 MUST COMPLY WliH ASTht A307. <br /> <br />3. SEE FOUNDATION PLAN FOR PIER. FOUNDATION WAll.. AND l1E DOWN <br />ANCHORAGE LOCAl1ONS, ORIENTAl1ONS. AND SPECIF1CAl1ONS. <br /> <br />~. pe TA It.' . t)'. PC:r' <br />, i ~F.;1. .,'- ' <br /> <br />END WAlL <br /> <br /> <br />4a- <br /> <br /> <br />SIDEWAll.. ~ <br /> <br />30 GA. X 1-1/2- STEEL STRAPS FROM TRUSS TO <br />WALL STUD AND lOR FROM RIDGE BEAM TO WMl.. S11JD <br />AT 16- O.C. Wl1H 7/16 GA. X ,- STAPLES PER <br />S'TRAP END PLUS STRAPS AT OPENING COLUMN <br />PER FLOOR PLAN. <br /> <br />&"I'T6 12. 10 Q,. FINISH <br />...- .; <br />... r .. "'.. <br /> <br />EXITRIOR WALL SiUDS <br /> <br />FOR NUMBER OF STUDS REQ'D. AT EACH <br />SIDE OF' OPENING, SEE PLAN DETAILS <br /> <br />WALL INSULATION R-11 INSULAl10N 1YP. <br /> <br />30 GA. X 1-1/2- mEl. STRAPS FROM WMl.. SlUD <br />TO FLOOR JOIST AT OPENING S11JDS AND 16- O.C. <br />Wl1H 7/16 GA. X ,. STAPLES PER STRAP END. <br />(1YPICAL All.. SlDEWALLS AND ENDWALLS) <br /> <br />2X6 F1-00R JOIST 12 S.P.F.: . <br /> <br />, , <br />,", <br /> <br />,. <br /> <br />.",,":"'~.' <br /> <br />. '-' ~ <br /> <br />. ....-:.'.. <br /> <br />T'1'?ICAL FOUNDATION PIERS (PER LOCAL <br />CODE REQU1REMENTS) SEE PLAN DETAiLS <br />FOR LOCATIONS. (fiElD INSTALLED) <br /> <br />lISTI NG <br />AGENCY APPROVAL <br /> <br />These prints comply with th <br />l"!orida Manufactured Build <br />Ing Act of 1913 Constructio <br />Co(!e and adhere to the fot <br />lOWing criteria: <br />CO",I. Type "I <br />Occupancy _'B_ <br />A!Jc...o,'.:.bfe No. <br />el Fle",s I <br />Whd VelOCity LL~_ <br />Fir;; Ra4:;;~ of <br />hI, \Valls () <br />'P!ar, No. /1f!(Q:!J~j <br />Alf~w. Flo::r Load ~ <br />1>-ppr"""d Dale J::l.H~ <br />Manuf. tJom ~ 01':: <br />H W C ---r;ic;Q.,. <br /> <br />~o <br />~V' <br /> <br />SCALE: N.T.S. <br />DATE: 8-25-92 <br /> <br />DR'N: <br /> <br />AUEN <br /> <br />AP'VD: 8-25-92 <br /> <br />STAGGER JOINTS 48- O.C. <br /> <br />ROOF SHEATHING DETAIL <br /> <br />EXTERlOR WAlL STRUC1\JRAL BRAONG <br />SIDEWALLS: <br /> <br />BRACING INSTAUATION: <br />STRUCTURAL SHEA 1HING...sHALL CONSIST Of' A <br />4 FOOT MINIMUI.4 WlDlli SHEET EXTENDING <br />CONl1NUOUSL Y FROM 1'()) 'TO BOTTOM PlATE <br />Wl1H ALL SHEA1HING EDGES EXTENDING 3/4- <br />MINIMUM OVER 2- NOMINAL LUMBER OF 1HE <br />SAME SIZE AND GRADE AS EXTERIOR WALL <br />FRAMING. BRAONG SHAlL BE LOCATED AS CLOSE <br />TO EACH CORNER OF 8lJIU)lNG AS POSSIBLE.. <br /> <br />BRAClNG MATERlAl..: <br />1/6- STRUCTURAL RED 'THERMO-PLY FAS~ED <br />Wl1H 16 GA. x ,- X 1-1/4-- STAPLES 3- D.C. ON <br />EDGES AND 6- O.c. IN TI-lE F1ElD, OR USTED <br />METAL WIND BRACES INSTAlLED PER <br />MANUFACTURER'S SPEaFlCAl1ON5. OR USE 1HE <br />SAME S'TRUCTURAL BRAONG MATERIAL AND <br />FASTENING ME11100 AS SPEClFJED FOR ENOWAl..lS. <br /> <br />ENDWAlLS: <br />BRAONG INSTALLATION: <br />STRUCTURAL SHEA llilNG SHALL EXTEND ' <br />CONTINUOUS FROM TOP Of' 'TRUSS TOP CHORD TO <br />3/4" MINIMUM BELOW Ta> OF' RIM JOIST Wl1H <br />All.. SHEA 1HING EDGES SUPPORTED BY 2- NOI.4INAL <br />LUMBER OF 1HE SAME SIZE AND GRADE AS <br />EXTERIOR WAll.. FRAMING. <br /> <br />BRACING MA TER!Al..: <br />3/8- APA RAiED SHEA1HING EXP. 1. EXP. 2. <br />00.. OR 3/a- APA RATED SIDING 00. OR <br />19/32 O.S.B. RATED SHEA1HING EXP. 1. FASTENED <br />WIlli 15 GA STAPLE w/7/1e CROVl1'l X 2- LEG OR <br />EQUIVALENT 6- O.C. EDGES AND 12- O.c. IN 1HE <br />FJELD. <br /> <br />HOMES OF MERIT. INC. <br />P.O. BOX 1606 <br />BARTOW AIR BASE <br />BARTOW, FLORIDA 33830 <br /> <br />REVISIONS <br /> <br /> <br />(.(,\<(j <br />nP~;AL . SHT. 0 OF 7 <br /> <br />CROSS SECTION <br />