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u :::;: Cl r-- m m ..-. ..-. LD o '<1" ~ ~--< ro o C- o.. <t OJ :::l I- ~, I U) UJ :;;:: U) /' I- -1 ro ::r:: I- l-' ::;: (/) /' en CO Cl -") W U ::;: ..-. /' U ~ c:::. , I ';j- ""- e . c:::. . ,I c:::. CO , I @5 i'.. e: tJ ~ $ . . tJ~'? ~ ~~ ~ ~ () LJ::f.::::: ~ . tJ~'f "-' ~' CJ:: C) I-<) $ [}:: () LJ::f.::::: REFERENCE DRAWINGS I ~ USE 4 ROWS OF (3)-2x6 BEAMS V FOR 14'-0" WIDE BUILDINGS. 14 2'-0" P- VARIES FROM 8'-0" TO 50'-0" JOISTS SPACED @ 2'-0" ON CENTER ... 2'-0" 1'-4" JOISTS SPACED @ 1'-4" ON CENTER ... 2 x 6 HEADER 2 - 2 x EAM .......... P.: ~ '-- ~ ~ ~ ~ l-<: C'-.j 2 - 2 x EAM 2 x 6 HEADER ~ FLOOR FRAMING PLAN SCALf: 1/2"=1'-0" .......... P.: ~ '-- h.. as C(j ';j- l-<: <',j .. USE ENDS 1 x 3 BRIDGING & LA 2-2x4 DOOR HEADER 2 x 4 HDR. '\ / "- / be. . '\ / 3'-6" '\ / 1,+ ~ '\ / WINDOW '\ / ""- '\/ OPNG. (DOOR OPNG.) '\/ I-<) /'\ (TYP.) /'\ ,I / '\ / '\ if C".j / '\ .......... / '\ ~ 1/ 2 x 4 SILL '\ . ~ / '\ c:::. C) 1 x 4 BRIDGING j , I 1 x 4 BRIDGING ~ I ~ ~ ~ ~ c:::. -. ~ -. 2'-0" . L S. (TYP.) 1,i- . I-<) ~ ';j- 2 x 4 BOT. PLA TE '2 x 4 BO T. PLA TE -t~~ F ---/---t------------------- --------------- t "- /' / / 2 x 6 HEADER ~ 2"x8" mULOX PLATE w/(4) NV / 2 - 2 x 6 BEAM (BEYOND)~ J-j . TOP & BOT. & (4) TOE NAILS @ 3/4" PL YWOOD FLOOR ~ BOT. OF EA. STUD (TYP. @ EA. - ""- BENT & TOP & BOT. OF END C'-.j WALL STUDS) SIDE ELEVA nON wi DOOR & WINDOWS SCALf: 1/2"=1'-0" 1 x 3 BRIDGING .......... P.: e '-- I-. as Cl:j ';j- 2'-0" l-<: C'-.j (TYP.) 1 x 4 BRIDGING II ~ r-SEE "SIDE ELEV. w/ DOOR / & WINDOWS" FOR INry NOT SHOWN 2 x 4 BOT. PLA TE - -------------------------------- "- / SIDE ELEVA nON wlo DOOR & WINDOWS SCALE: 1/2"=1'-0" MARK ISSUE BY DATE MARK USE (3)-2x6 BEAMS FOR BLOGS. 8'-0~ 10'-0" & 12'-0" THA T EXCEED 24'-0" IN LENGTH (TYP.) USE (2) TOE NAILS (MIN.) NOTCH TOP OF BEAM TO ALLOW JOIST TO PASS THRU - SEE "SIDE ELEV. W/DOOR & WINDOWS" 3/4" PL YWOOD FLOOR 2 x 4 BENT (TYP. - SEE SIDE WALL ELEVS.) 2 x 4 BOT. PLA TE (TYP. ALL AROUND) 2-2 x 4 BENTS @ BOTH OF BLDG. 16'-0~ LONG tJ RGER ~ :::;: TW. ROOF SLOPE _ -f EA VE W.:-P. 2 x 4 WIND BRACE TYP. @ 4 CORNERS (14'-0" WIDE BLDG. ONL Y) . ~ ~ ,I C".j 2 x 4 BENT . I.!) ,I (Q 1 x 4 BVDG.- NO TCH 2 x 4 ';j- (TYP. @ fA. l-<: BEN T) <',j . -. ,I ~ . -. ,I I-<) . ~ ""- c:::. ""- r PL YWOOD 2 x 4 BENT (np.) - 1" x 4" ALPINE PLA TE (N. S. - r. s.) (TYP. @ EACH BENT) 1 x 3 BRIDGING 2 x 4 COLLAR STRUT @ EACH BENT 1 x 3 BRIDGING WINDOW OPENING 4" ALUMINUM LAP SIDING ROOF ALUMINUM TRIM 1 x 4 BRIDGING - WINDOW OPENING 2 x 4 BOT. PLATE 2"x8" TRULOX PLA TE (TW. @ EACH BENT) 1" x 4" ALPINE 3/4" PLYWOOD FLOOR PLA TE. (N. S. - r. s.) \ ---~ I t 12 2 x 4 VARIES W/ DOOR OPNG. &' BLDG. WIDTH 2x4 2x4 ';j- l-<: C'-.j 1'-6" O. C. AX. (TYP. 2 x 4 BO T. PLA TE ~ I 1/2" DEEP NDTCI/ IN TOP OF 2-2x6 BEAM @ EACH JOIST tJ ~ ~ EA VE w....P 2 x 4 COLLAR STRU T x 3'-1" t. @ EACH BENT ';j- lo( C'-.j 1 x 3 BRDG. @ MID.- SPAN (TYP. FOR BLOGS. 10' x 16' & LARGER) ~ 2 x 6 HEADER 2 x 4 . ~ ""- (Q ,I C'-.j . 2 x 4 2 x 4 l0 ,I (Q ';j- ';l- lo< l-<: C'-.j <',j . . -. ""- , 1 , I I-<) I-<) T. PL YWOOD REV1Sl0N APPROVED BY BY DATE 2 x 4 DOOR HEADER ';j- l-< C'-.j , C'-.j 2 x 4 2 x 4 3'-6" ... (DOOR OPNG.) VARIES W/ DOOR OPNG. &' BLDG. WIDTH .......... ~ . ~ 2 x 4 2 x 4 ~ C) .I co gs c:::. ';j- ~ l-<: C'-.j ';l- ';j- I l-<: lo( C'-.j C'-.j C'\j 2 x 4 BO T. PLA TE 3'-6" ALUMINUM DOOR W/ LOCK TYP. SLOPE @ KNEE JOINT OF BENT . , ALUMINUM GU TTER (TYP. ABOVE DOORS & WINDOWS) 2 - 2 x 6 BEAM (TYP.) 4" AW;IINUM LAP SIDING ISOMETRIC OF BUILDING SCALE: 1/2"=1'-0" ~ 3/4" PL YWOOD FLOOR 2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~ END ELEVA nON wi DOOR SCALE: 1/2"=1'-0" DES/GN LOADS ,. FLOOR LIVE LOAD -------- 15 P.s.r. (JOISTS@24"0.C.; 2. FLOOR LIVE LOAD ------- 125 P.s.r. (JOISTS @ 16" O.C. 3. ROOF LIVE LOAD -------- 20 P.s.r. 4. WIND LOAD (120 M.P.H.) --- 26.49 P.S.r. 2 x 4 WIND CODES THESE BUILDINGS MEET 71iE WIND REQUIREMENTS OF THE 1991- STANDARD BUILDING CODE AND THE ASCE STANDARD ANSI/ASCE 7-9~. 2 x 4 2 x 4 2 x 4 2 x 4 "- 3'-6" /' ~ "- "- /' /' WlNDO -. "-/ I-<) /'''- I/'''- , /' "- ~ '- /' 2x4 "- 2x4 GENERAL NOTES PNG. ,. FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. r.) 2. PL'r1fOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR GRADE, TONGUE AND GROOVE ("STURD-I-FLOOR"). J. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE. 4. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A 2.67" PITCH OR A 4" LAP SIDING WITH A 3/8" STEP. BOTH SHALL BE MANUFACTURED FROM 0.019" 71iICK SHEET ALUMINUM 3003 H-14 ALLOY 5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE # 8 MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS SPECIF/CA TlONS. 6. ALL UNlHREADED WOOD FASTENERS ARE BOX NAILS WITH A 0.131" DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERWISE. 1. ALL COLD-FORMED STRUCTURAL STEEL CONNECTlON PLA TES SHALL BE 20 GAGE (GAL v.) ALPINE AND/OR TRULOX PLA TES MANUFACTURED BY ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A446-B1 GRADE A OR BETTER SPECIF/CATlON. 8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTlON PLA TES SHALL BE 0.1205"~ (11 Go.) x 1 3/8" SPIRAL SHANK TRUSS NAILS. 9. AS AN OPTlON, (3) #12 THHN SOLID COPPER WIRES RUN IN 1/2" CONDUIT OPERA TES ONE INCANDESCENT LIGHT WITH A SINGLE POLE WALL SWITCH. 10. FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL: A. TlEDOWN OF UNIT TO SI7f. B. ELECTRICAL CONNECTlON FROM POWER SOURCE TO UNIT. 2 x 4 ';l- l-<: ~ ';j- l-<: C'-.j ';j- l-<: C'\j SEE "END ELEV. w/ DOOR" FOR INFO. NOT SHOWN - END ELEVA nON wi WINDOW SCALE: 1/2"=1'-0" DATE SCALE 1 2"=1'-0" DRA \'IN BY TM CHECKED BY WJM CHECKED BY DATE STREAMLINE STYLE BUILDING TYPICAL PORTABLE SINGLE WIDE SMITHBIL T INDUSTRIES, INC. AUBURNDALE FLORIDA 94145 S-1 ISS. 95 j 95 ~ l'Iz,~Cd!f M McCARTHY ENGINEERING, INC. STRUCTURAL CONSULTANTS LAKELAND. FLORIDA 8/e,/q1 PROJECT NO, o