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<br />2 x 4 HEADER <br /> <br /> <br />NOTCH TOP Of BEAM <br />TO ALLOW JOIST TO PASS <br />THRU - SEE "SIDE HEV. <br />W/DOOR &' a1NDOy,s" <br /> <br />2 x 4 BENT (TYP.) <br /> <br />- <br /> <br /> <br />2" x 4" ALPINE PLA TE (N.S. - F.s.) <br />(TYP. () EACH BENT) <br /> <br />... <br /> <br />VARIES FROM a'-o" TO 50'-0" <br />JOISTS SPACED @ 2'-0" ON CENTER <br />JOISTS SPACED @ 1'-4" ON CENTER <br /> <br />2'-0" <br /> <br />6'-0" WIDE BLDG. <br />.. <br /> <br />2'-0" <br /> <br />.. <br /> <br />1'-4" <br /> <br />... <br /> <br />1'-4" <br /> <br />8'-0" TO 12'-0" <br />WIDE BLDG. <br /> <br />2 x 4 COLLAR STRUT (J <br />EACH BENT <br /> <br />1 x 4 BRIDGING <br /> <br />.. <br /> <br />2 x 4 OR 2 x 6 HEADER <br /> <br />~ ~ <br />C8 C) '? <br />...... ~' <br />Cl::: c:s ~ <br />$ P:: C) <br />L.::I-::: <br /> <br />1 x 4 BRIDGING <br /> <br />2-2x fAM <br /> <br /> <br />USE fJ)-2x6 BEAMS FOR BLDGS. <br />8'-0~' 10'-0" &: 12'-0" THA T <br />EXCEED 24'-0" IN LENGTH (TYP.) <br /> <br />WINDOW OPENING <br /> <br /> ~ <br />~ 0 --... <br />c:) C) ~ <br />' I ~ <br />~ '-' <br />.... <br />e lu fQ <br /> C) <br /> ~ ~ <br />~ ~ <br />C) - ~ <br />, I c:) C) C() <br />co -' J <br /> I'.... ~ <br />~ \Q ~ <br />e: a::: @5 <br />[:} E2 <br /> ~ ~ <br />0:: C) ~ <br />~ J ~ <br /> ~ <br /> <br />2x4 EA'v!" STRUT ~ <br /> <br />USE (2) TOE NAILS (MIN.) <br /> <br />4" ALUMINUM LAP SIDING ROOF <br /> <br />ALUMINUM TRIM <br /> <br />1 x 4 BRIDGING <br /> <br />J/4" PL YOOOD FLOOR <br /> <br />2-2x fAM <br /> <br />- ~ <br />f:3 C) '? <br />0:: ~~ <br />$ P::: C) <br />L.::I-::: <br /> <br />2 x 4 BENT (TYP. - SEE <br />SIDE WALL HEvs.) <br /> <br />a1NDOW OPENING <br /> <br />2 x 4 BOT. PLA TE (TYP. <br />ALL AROUND) <br /> <br />2 x 4 BO r. PLA TE <br /> <br />2"x8" TRULOX PLA TE <br />(TYP. f) EACH BENT) <br /> <br />FLOOR FRAMING PLAN <br />SCALf: 1/r==1'-O" <br /> <br />J/4" PLYWOD FLOOR <br /> <br />2" x 4" ALPINE <br />PLA TE. (N.s. - F.s.)- <br /> <br />_ -f EAVE w. P. <br /> <br /> <br />2 x 4 <br /> <br />2 x 4 COLLAR STRUT <br />x 3'- r t fJ EACH BENT <br />1 x 4 BRDG. f} MID.- <br />SPAN (TYP. FOR BLDGS. <br />10' x 16' &' LARGER) <br />J'-6" ALUMINUM <br />DOOR W/ LOCK <br /> <br />2x4 <br /> <br />2 4 EA~ STRUT <br /> <br />-..... <br />~ <br />'-' <br />..... <br />as <br />CQ <br />"t- <br />~ <br />~ <br /> <br /> 1 x 4 BRIDGING (X <br /> 2-2x4 DOOR HEADER , <br /> \ <br /> 2 x 4 HDR. ... <br /> '\ / '\ I 1 <br />- \ / 3'-6" \ / <br />~ \ / WfNDOW \ / <br />.... \/ OPNG. (DOOR OPNG.) \/ <br />tv) /\ (TYP.) /\ <br />, I / \ / \ <br />~ --..... <br /> / \ 0 / \ <br /> /2 x 4 SILL '\ - ~ V \ <br /> C) c:s <br />1 x 4 BRIDGING 1 , I 1 x 4 BRIDGl G <br />. I <.c ~ <br />~ C> <br />....... ~ <br />....... <br /> 2'-0" - <br /> (TYP.) - <br /> ~ <br /> .... . <br />2 x 4 BOT. PLATE' 2 x 4 BOT. PLATE ....~ <br />-----------------------------~--i-------------------- ~ <br />" / /' I ./ <br />4 OR 2 x 6 HEADERJ 2"xB" TRULOX PLATE w/(4) V / 2 - 2 x 6 BEAM (BEYOND) ~ <br /> TOP &' BOr. &' (4) TOE NAILS f} 3/4" PL YWOOD FLOOR J" J ~ <br /> BOr. OF EA SlVD (TYP. f) EA. - -....... <br /> BENT &: TOP &: BO r. OF END ~ <br /> <br />f:3 <br />~ <br />$ <br /> <br />USE 2-2 x 4 BENTS @ <br />BO TH ENDS Of BLDGS. <br />6'-0" LONG & LARGER <br /> <br />3'-6" <br /> <br />. <br />~ <br />.... <br /> <br />(DOOR OPNG.) <br /> <br />2 x 4 BENT <br /> <br />VARIES W/ DOOR <br />OPNG. & BLDG. <br />WID TH <br /> <br />2x4 2x4 <br /> <br />~ <br />tv) <br />"l- <br /> <br />- <br />.... <br />.1 <br />tv) <br /> <br />~ <br />~ <br />~ <br /> <br />~ <br />~ <br />~ <br /> <br />~ <br />o <br />~ & <br />.' <br /><.a gs <br />C) <br />~ <br /> <br />VARIES WI DOOR <br />OPNG. & BLDG, <br />WIDTH <br />2x4 2x4 <br /> <br /><.a <br />,I <br />~ <br /> <br />- <br />"l- <br />, I <br /><.c <br /> <br />2x <br /> <br />T~'1/2" DEEP NOTCH IN <br />TOP OF 2-2x6 BEAM <br />() EACH JOIST <br /> <br /> <br />1'-6" O.c. <br />... <br />AX (TYP. <br />2 x 4 BOr. PLATE <br /> <br />"t- <br />).( <br />~ <br />, <br />~ <br /> <br />~ <br />~ <br />~ <br />I <br />~ <br /> <br />" <br />4" ALUMINUM LAP SIDING <br /> <br />ALUMINUM GUTTER (TYP. <br />ABOVE DOORS &' WINDOWS) <br /> <br />2 - 2 x 6 BEAM (TYP.) <br /> <br />- <br />"'- <br />,I <br />tv) <br /> <br />1 x 4 BRDo.- <br />NOTCH 2 x 4 <br />(TYP. f) fA. <br />BENT) <br /> <br />_I <br /> <br />1 <br /> <br />. <br />'Z <br />.... <br />C) <br />.... <br /> <br />~ ~ <br />).( ~ <br />~ <'.t <br /> <br />r PL YWOOD <br /> <br />2 x 4 BOr. PLATE <br /> <br />J 3/4" PL YWOD FLOOR <br />2 x 4 OR 2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~ <br /> <br /> <br />ISOMETRIC OF BUILDING <br />SCALE: 1/2"==1'-0" <br /> <br />WALL STUDS) <br />SIDE ELEVA T/ON wi DOOR & WINDOWS <br />SCALE: 1/2"==1'-0" <br /> <br />END ELEVA T/ON wi DOOR <br />SCALD 1/2"==1'-0" <br /> <br />DESIGN LOADS <br /> <br /> 1 x 4 BRIDGING <br /> --... \ <br /> ~ <br /> '-' <br /> r- <br /> as <br /> 2'-0" ~ <br /> ~ <br /> .. ( TYP.) <br /> ~ <br /> C\I <br /> 1 x 4 BRIDGING <br /> II <br />/ - SEE "SIDE ELEV. w/ DOOR .-" <br /> &- a1NDOWS" FOR INFO;...-- <br /> NOT SHOWN <br /> 2 x 4 BOr. PLA TE <br />---------------------------------------------------- <br />" /' <br /> <br />~ <br />e;: <br />~ <br /> <br />-I EA ~ l-Y. P. <br /> <br /> <br />,. FLOOR LIVE LOAD -------- 65 P.S.F. (2x4 JOISTS () 24" o.c.)) <br />2. FLOOR LIVE LOAD ------- 50 P.S.F. (2)<4 JOISTS () 16" o.c.;' <br />J. FLOOR LIVE LOAD ---- 75 P.S.F. (2x6 JOISTS @ 24' o.c.) <br />4. FLOOR LIVE LOAD ---- 125 P.S.F. (2x6 JOISTS @ 16" o.c.) <br />5. ROOf LIVE LOAD -------- 20 P.s.F. <br />6. WIND LOAD (120 M.P.H.) --- 26.49 P.s.F. <br /> <br />WIND CODES <br /> <br />~ <br /> <br />THESE BUILDINGS MEET THE mND REQUIREMENTS OF THE <br />1997 STANDARD BUILDING CODE AND THE ASCE STANDARD <br />ANSI/ASCE 7-93. <br /> <br />2x4 2x4 2x4 <br /> <br />2x4 <br /> <br />" 3'-6" /' <br /> <br />GENERAL NO TES <br /> <br />T PL YWOOD <br /> <br /> <br /> <br />1. FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. T.) <br />2. PL'rOOOD FLOOR SHALL BE J/4" THICK SOUTHERN PINE (P. r.), 5 PL Y, EXTERIOR <br />GRADE, TONGUE AND GROOVE ("SlVRO-I-FLOORj. <br />J. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE. <br />4. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A <br />2.67" PITCH OR A 4" LAP SIDING WITH A J/8" STEP. BOTH SHALL BE <br />MANUfAClVRED FROM 0.019" THICK SHEET ALUMINUM 3003 H-14 ALLOY <br />5. THREADED fASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE I 8 <br />MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS <br />SPEClflCA TlONS. <br />6. ALL UNTHREADED WOD FASTENERS ARE BOX NAILS WITH A 0.131" <br />DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERWISE. <br />7. ALL COLD-fORMED STRUClVRAL STEEL CONNECTION PLA TES SHALL BE <br />20 GAGE (GAL V.) ALPINE AND/OR TRULOX PLA TES MANUFAClVRED BY <br />ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A44S-87 <br />GRADE A OR BETTER SPECIFICAnON. <br />8. UNTHREADED fASTENERS FOR THE TRULOX CONNEC770N PLA rES SHALL BE 0.1205"(1 <br />(11 Go.) x 1 J/8" SPIRAL SHANK TRUSS NAILS. <br />9. AS AN OP770N, (3) /12 THHN SOLID COPPER a1RES RUN IN 1/2" CONDUIT <br />OPERA TES ONE INCANDESCENT LIGHT 'MTH A SINGLE POLE WALL SWITCH. <br />10. FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL.' <br />A. TIEDOIt'N Of UNIT TO SITE. <br />B. ELECTRICAL CONNfcnON FROM POWER SOURCE TO UNIT. <br /> <br />" <br /> <br />2x4 2x4 <br /> <br />~ <br />).( <br />C\I <br /> <br />SIDE ELEVA TION wlo DOOR & WINDOWS <br />SCALf: 1/2"==1'-0" <br /> <br />END ELEVA TION wi WINDOW <br /> <br />SCALE: 1/2"==1'-0" <br /> <br />en <br />01 <br />01 <br />..... <br /> <br />co <br />(T) <br />cD <br />lD <br />c'ri <br />..... <br /> <br />REfERENCE DRAWINGS <br /> <br />MARK <br /> <br />ISSUE <br /> <br />BY <br /> <br />DATE MARK <br /> <br />RNSlON <br /> <br />BY <br /> <br />DATE <br /> <br />APPROVED BY <br /> <br />DATE <br /> <br />SCAlE 1 2"=1'-0" <br />DRAWN BY T.M. <br />CHECKED BY W. J. M . <br /> <br />DATE <br /> <br />Z/i/'f& <br /> <br />PRMCT NO. <br /> <br />LOW PROFILE EAVE STYLE BUILDING <br />TYPICAL PORTABLE SINGLE WIDE <br />SMITHBIL T INDUSTRIES. INC. <br />AUBURNDALE FLORIDA <br />98015 S-1 <br /> <br /> <br />o <br /> <br />01 <br />N <br />C <br />ro <br />J <br />~ <br />.c: <br />f- <br /> <br />1 <br />1 <br /> <br /> <br />~/At~Uj <br /> <br />M <br /> <br />McCARTHY ENGINEERING, INC. <br />STRUCruRAL CONSULTANTS lAKElAND. flORIDA <br /> <br />CHECKED BY <br />