97-7239 - Laserfiche WebLink

Browse Search

. . tJ (Q 'f 62 ~-;...., $ ~C) t.;:f.::::: . C) , I "l- "- e . C) . ,I C) CI::l ,I ~ i'.. e: tJ 0::: $ . . !.f) (Q (Q ~ ~,I c.:: C) r<') $ Q:::C) t.;:f.::::: ~ C .. ) ) :; - J ;? REfERENCE DRAWINGS -i ~ ) ) ) ) .J 2 -i .... 2'-0" .... .. 1'-4" ... VARIES FROM 8'-0" TO 50'-0" JOISTS SPACED @ 2'-0" ON CENTER 2'-0" JOISTS SPACED @ 1'-4" ON CENTER 1'-4" 2 x 6 HEADER I ~ USE 4 ROWS OF (3)-2x6 BEAMS V FOR 14'-0" It7DE BUILDINGS. .... 2 - 2 x EAM ---- ~ '--- ~ ~ ~ (Q lo<: ~ 2 - 2 x EAM 2 x 6 HEADER ~ FLOOR FRAMING PLAN SCALf: 1/2"=1'-0" ---- ~ r:: '--- h as CIS "l- lo<: ~ .. USE ENDS 1 x 3 BRIDGING & LA 2-2x4 DOOR HEADER 2 x 4 HDR. '\ I 1'\ I bI . " I 3'-6" " I ').,1- ~ " / WINDOW " I "- ,,/ OPNG. (DOOR OPNG.) \/ r<') /\ (TYP. ) /\ ,I / \ / \ ;P ~ / \ ---- / \ ~ / 2 x 4 SILL \ . 5: / \ C) C) 1 x 4 BRIDGING . ,I 1 X 4 BRIDGING . .1 <0 gs ~ ~ C) ~ "- 2'-0" . L s. ( TYP.) 1,'" . r<') ~ "l- "- . 2 x 4 BOT. PLA TE L x 4 BO T. PLA TE "-~~ -----------------------------~---t-------------------- -t: "'- /' / ~ t 2 x 6 HEADER ~ 2"x8" TRULDX PLATE _/(4) NV / 2 - 2 x 6 BEAM (BEYOND)~ Jj . TOP & BOT. & (4) TOE NAILS @ 3/4" PL YWOOD FLOOR ~ BOT. OF EA. STUD (TYP. @ EA. r-- "- BENT & TOP & BOT. OF END C'\J WALL STUDS) SIDE ELEVA TION wi DOOR & WINDOWS SCALE: 1/2"=1'-0" 1 x 3 BRIDGING ---- [:( ~ '--- h as C(j "l- 2'-0" lo<: ~ (TYP.) 1 x 4 BRIDGING II ~ ~SEE "SIDE [LEV. w/ DOOR / & WlNDOWS" FOR IN~ NOT SHOWN 2 x 4 BOT. PLA TE - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- -..... / SIDE ELEVA T/ON wlo DOOR & WINDOWS SCALf: 1/2"=1'-0" MARK ISSUE BY DATE MARK USE (3)-2x6 BEAMS FOR BLDGS. 8'-0~ 10'-0" & 12'-0" THA T EXCEED 24 '-Q" IN LENGTH (TYP.) USE (2) TOE NAILS (MIN.) NOTCH TOP OF BEAM TO ALLOW JOIST TO PASS THRU - SEE "SIDE [LEV. W/DOOR & WlNDOWS" 3/4" PL YWOOD FLOOR 2 x 4 BENT (TYP. - SEE SIDE WALL [LEVS.) 2 x 4 BOT. PLA TE (TYP. ALL AROUND) 2-2 x 4 BENTS @ BOTH OF BLDG. 16'-0" LONG ~ RGER ~ ::::;: TYP. ROOF SLOPE _ _~ EA VE W.=-p. 2 x 4 It7ND BRACE TYP. @ 4 CORNERS (14'-0" W1DE BLDG. ONL Y) . ~ "- 2 x 4 BEN T <0 ,I ~ . i.C) ,I <0 1 x 4~ BDG.- NOTCH 2 x 4 ';to (TYP. @ EA. lo<: BENT) ~ . ...... ,I r<') . ...... ,I r<') . 'Z "- C) "- T. PL YWOOD 2 x 4 COLLAR STRUT @ EACH BENT 1" x 4" ALPINE PLA TE (N. S. - r. s.) (TYP. @ EACH BENT) 1 x 3 BRIDGING 1 x 3 BRIDGING WINDOW OPENING 4" ALUMINUM LAP SIDING ROOF 2 x 4 BEN T (TYP.) - ALUMINUM TRIM 1 x 4 BRIDGING - WlNDOW OPENING 2 x 4 BOT. PLATE 2"xB" TRULOX PLA TE (TYP. @ EACH BENT) 1" x 4" ALPINE 3/4" PL YWOOD FLOOR PLA TE. (N.S. - r.S.) VARIES W/ DOOR OPNG. & BLDG. WIDTH "-6" O.C. AX. (TYP. 2x4BOT.PLATE \~I t 2x4 2x4 ';to )( C'I ~ 1 1/2" DEEP NOTCH IN TOP OF 2-2x6 BEAM @ EACH JOIST t3 0::: $ ~ EA VE w.y. T. PL YWOOD REVISION BY DA TE APPROVED BY 2 x 4 COLLAR STRUT x 3'-7" t @ EACH BENT 12 1 x 3 BRDG. @ MID.- SPAN (TYP. FOR BLOGS, 10' x 16' & LARGER) ~ 2 x 6 HEADER 3'-6" ALUMINUM DOOR W/ LOCK ';to >< C'\J 2 x 4 DOOR HEADER 2 x 4 2 x 4 2 x 4 3'-6" (DOOR OPNG.) VARIES W/ DOOR OPNG. &- BLDG. WIDTH TYP. SLOPE @ KNEE JOIN T OF BEN T ';to )( ~ , ~ ---- ~ · 5: C) C) ,I (Q gs C) ~ 4" ALUMINUM LAP SIDING 2x4 2x4 ALUMINUM GUTTER (TYP. ABOVE DOORS &- WINDOWS) 2 - 2 x 6 BEAM (TYP.) ';to )( ~ I ~ ';to ';to )( )( C'I ~ 2 x 4 BO T. PLA TE 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 T/ON wi DOOR SCALE: 1/2"=1'-0" DESIGN LOADS ,. FLOOR LIVE LOAD -------- 75 P.s.r. (JOISTS@24"o.CJ 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 THE WIND REQUIREMENTS OF THE 199+ STANDARD BUILOING CODE AND THE ASCE STANDARD ANSI/ASCE 7-9~ 2 x 4 2x4 2 x 4 2 x 4 2 x 4 . ~ "- (Q ,I C'\J . 2 x 4 2 x 4 i.C) ,I <0 ';to ';to lo<: )( ~ ~ . . "- "- ,I ,I r<') r<') '--. 3'-6" ,/ . '--. ,/ ~ '--. ,/ "- '--.,/ r<') ,/'--. I ,/ '--. , ,/ '--. ~ '--. ,/ 2x4 '--. GENERAL NOTES WlNDOf PNG. ,. FLOOR JOISTS AND BEAMS SHALL BE NO.2 SOUTHERN PINE (P. r.) 2. PL YWOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR GRADE, TONGUE AND GROOVE (STURD-I-FLOORn). 3. 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" THICK SHEET ALUMINUM 3003 H-14 ALLOY 5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE # 8 MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS SPECIFlCA TlONS. 6. ALL UNTHREADED WOO FASTENERS ARE BOX NAILS WITH A 0.131" DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERIt7SE. 7. ALL COLD-FORMED STRUCTURAL STEEL CONNECTION PLA TES SHALL BE 20 GAGE (GAL V.) ALPINE AND/OR TRULOX PLA TES MANUFACTURED BY ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A446-87 GRADE A OR BETTER SPECIFlCA TlON. 8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTION PLA TES SHALL BE 0.1205"~ (11 Go.) x 1 3/8" SPIRAL SHANK TRUSS NAILS. 9. AS AN OPTION, (3) #12 THHN SOLID COPPER WlRES RUN IN 1/2" CONDUIT OPERA TES ONE INCANDESCENT LIGHT lt7T1f A SINGLE POLE WALL SWITCH. 10. FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL: A. TlEDOWN OF UNIT TO SITE. B. [LECTRICAL CONNECTION FROM POWER SOURCE TO UNIT. 2x4 2x4 ';to )( ~ ';to )( ~ ';to l'( ~ SEE "END [LEV. w/ DOOR" FOR INFO. NOT SHOWN - END ELEVA TlON wi WINDOW SCALE: 1/2"=1'-0" DATE SCALE 1 2"=1'-0" DRAWi'l BY TM CHECKED BY WJM CHECKED BY DATE STREAMLINE STYLE BUILDING TYPICAL PORTABLE SINGLE WIDE SMITHBIL T INDUSTRIES, INC. AUBURNDALE FLORIDA 94145 S-1 IS5, o 95 / 95 it/dt., .~ ~~ PJ!ZI/Q1 M McCARTHY ENGINEERING, INC. STRUCTURAL CONSULTANTS LAKELAND. FLORIDA PROJECT NO.