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u :::;:: D r- m m ..-1 ..-1 lD o ~ -orl ro o C- D. 4: Q) ::;J r- orl I U) U) ;;:: U) /' r- -.J ro :r: r- f-~ ::;;: Cf) /' Cf) ro D -:> W U ::;;: ~.~ /' U . . t3 '0 'f a:: ~~ $ ~a LCf'::. . . t3 '0 'f a:: ~~ ::;: P:::!0 LCf'::. REFERENCE DRAWINGS 1-<1 2'-0" I. l~ VARIES FROM 8'-0" TO 50'-0" JOISTS SPACED @ 2'-0" ON CENTER ---<l 2'-0" ... 7'_4" JOISTS SPACED @ 7'-4" ON CENTER 7'-4" ... I ~ USE 4 ROWS OF (J)-2x6 BEAMS V FOR 14'-0" W7DE BUILDINGS. 2 x 6 HEADER 2 - 2 x EAM . a USE (2) TOE NAILS (MIN.) .1 "*" '" "- ~ ~ '- 2 x 4 BENT (TYP.) . NO TCH TOP OF BEAM - a . ~ .1 a ~ TO ALLOW JOIST TO PASS Cl:) .1 ~ r---.. ~ THRU - SEE "SIDE ELEV. '0 W/DOOR &- W7NDOWS" e: ~ ~ ~ a:: 1 x 4 BRIDGING - ~ J/4" PL YWOOD FLOOR 2 - 2 x EAM 2 x 6 HEADER FLOOR FRAMING PLAN SCALD 1/2"=1'-0" '" P.: C '- h. as ct.i "4- ~ "J ... USE ENDS 1 x 3 BRIDGING & LA 2-2x4 DOOR HEADER 2 x 4 HDR. i\ I "- I bI . \. / 3'-6" \. / ~1- ~ \. / W7NDOW \. / \./ OPNG. (DOOR OPNG.) \/ tv-:! /\. (TYP.) /\ . I / \. / \. if ~ '" / \. C,j / \. 1/ 2 x 4 SILL \ . 5: / \ a a 1 x 4 BRIDGING j .1 1 x 4 BRIDGING . I <c gs ~ ~ a ~ "- 2'-0" . L ~ (TYP.) ~ 1- . tv-:! ~ "*" 2 x 4 BOT. PLATE '2 x 4 BOT. PLATE :: S-~ F-----------------------------/--J------------------- "- , / / / ' TOP &- BOT. &- (4) TOE NAILS @ J/4" PLYWOOD FLOOR J" ~ 2 x 6 HEADER BOT. OF EA. STUD (TYP. @ EA. - "- BENT &- TOP &- BOT. OF END ~ WALL STUDS) SIDE ELEVA TION wi DOOR & WINDOWS SCALE: 1/2"=7'-0" 1 x J BRIDGING '" P.: ~ '- h. C5 ct.i "*" 2'-0" ~ ~ ( TYP.) 1 x 4 BRIDGING II V / ~SEE "SIDE [LEV. w/ DOOR & W7NDOWS" FOR INFY NOT SHOWN 2 x 4 BOT. PLA Tf F= ---------------------------------------------- ....... / SIDE ELEVA TION wlo DOOR & WINDOWS SCALE 1/2"=7'-0" MARK ISSUE BY DATE MARK USE (J)-2x6 BEAMS FOR BLDGS. 8'-0~ 10'-0" & 12'-0" THA T EXCEED 24'-0" IN LENGTH (TYP.) 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 ~ RGER ~ :::>: TYP. ROOF SL OPE ~ EA YE W.:.-P. 2 x 4 W7ND BRACE TYP. @ 4 CORNERS (14'-0" W7DE BLDG. ONL Y) . ~ '0 .1 ~ 2 x 4 BENT . lC) .1 <c 1 x 4 I],~'DG....: NO TCH 2 x 4 "4- (TYP. @ fA. '~ BENT) ~ . "- . 1 tv-:! . "- .1 tv-:! . 'Z "- a "- T: PL YWOOD f~.------' (- / -~--~~1,;"1 1 \ ~ ~ "l r~<~ ) I \ ,- , ['{ ( I I . . . i . ~, J . , ! J ('-I \.....,.,;i'-~:",.'" .,,"\ 1 x J BRIDGING 7" x 4" ALPINE PLA Tf (N. S. - F. S.) (TYP. @ EACH BENT) 1 x J BRIDGING 2 x 4 COLLAR STRUT @ EACH BENT WINDOW OPENING 4" ALUMINUM LAP SIDING ROOF ALUMINUM TRIM W7NDOW OPENING 2 x 4 BOT. PLATE 2"1.8" TRULOX PLA Tf (TYP. @ fACH BENT) ," x 4' ALPINE J/4" PL YWOOD FLOOR PLA TE. (N. S. - r. S.) 2 x 4 COLLAR STRUT x J'-7"t. @ EACH BENT \ ---~ I t 12 1 x J BRDG. @ MID.- SPAN (TYP. FOR BLDGS. 10' x 16' & LARGER) ~ 2 x 6 HEADER J'-6" ALUMINUM DOOR W/ LOCK "*" >< ~ 2 x 4 DOOR HEADER 2 x 4 2 x 4 2 x 4 2 x 4 3'-6" .. VARIES W/ DOOR OPNG, & BLDG. WID TH (DOOR OPNG.) VARIES W/ DOOR OPNG. &: BlOG, WID TH TYP. SLOPE @ KNEE JOINT OF BENT 2x4 2x4 .-...., C,j · 5: a a , I <c gs a "4- ~ ~ ~ I ~ "4- "*" ~ ~ ~ C\j 2x4 2x4 ALUMINUM GUTTER (TYP. ABOVE DOORS &- W7NDOWS) 2 - 2 x 6 BEAM (TYP.) ~ ~ ~ "4- ~ "J I . ~ 4" ALUMINUM LAP SIDING 1'-6" O.C. .. AX. (TYP. 2x4BOT.PLATf 2 x 4 BO T. PLA TE . ~ "- '0 . I ~ . 2 x 4 2 x 4 lC) , I '0 "4- "4- ><: ~ ~ ~ . . "- "- .1 .1 tv-:! tv-:! ~ 1 1/2" DEEP NOTCH IN TOP OF 2-21.6 BEAM @ EACH JOIST ~ a:: ~ EA VE w.y. T: PL YWOOD REVISION BY DATE APPROVED BY ~ J/4" PLYWOOD FLOOR 2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~ SCALE: 1/2"=1'-0" ISOMETRIC OF BUILDING END ELEVA TION wi DOOR SCALE: 1/2"=7'-0" DESIGN LOADS ,. FLOOR LlYE LOAD -------- 75 P.S.r. (JOISTS@24"0.C} 2. FLOOR LIVE LOAD ------- 125 P.s.r. (JOISTS @ 16" o.C. J. ROOF LIVE LOAD -------- 20 P.5.r. 4. WIND LOAD (120 MP. H.) - - - 26.49 P. S. F. WIND CODES THESE BUILDINGS MEET THE W7ND REQUIREMENTS OF THE 199+ STANDARD BUILDING CODE AND THE ASCE STANDARD ANSI/ASCE 7-9~ 2 x 4 2 x 4 2 x 4 2 x 4 2x4 2 x 4 ....... J'-6" ./ . ....... ./ ~......../ W7NDO "- '-..../ tv-:! ./....... I ./ ....... . ./ ........ ~ ....... ./ 2x4........ 2x4 GENERAL NO TES PNG. ,. FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. T.) 2. PL'r1t'OOD FLOOR SHALL BE J/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR GRADE, TONGUE AND GROOVE (STURD-I-FLOORn). 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 W1TH A J/8" STfP. BOTH SHALL BE MANUFACTURED FROM 0.019" THICK SHEET ALUMINUM JOOJ H-14 ALLOY 5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE I 8 MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS SPECIFlCA TlONS. 6. ALL UNTHREADED WOOD FASTENERS ARE BOX NAILS WITH A 0.lJ1" DIAMETER BY J 1/4" LONG. UNLESS NOTED OTHERW7SE. 1. ALL COLD-FORMED STRUCTURAL STfEL CONNECTlON PLA TfS 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 CONNECTlON PLA TfS SHALL BE 0.1205"~ (11 Go.) x 1 J/8" SPIRAL SHANK TRUSS NAILS. 9. AS AN OPTlON, (J) #12 THHN SOLID COPPER W7RES RUN IN 1/2" CONDUIT OPERA TES ONE INCANDESCENT LIGHT W7TH A SINGLE POLE WALL SW7TCH. 10. FIELD INSTALLED ITfMS SUBJECT TO LOCAL APPROVAL: A. TIEDOWN OF UNIT TO SITE. B. ELECTRICAL CONNECTlON FROM POWER SOURCE TO UNIT. 2 x 4 "4- ~ ~ "4- ~ ~ "*" ~ ~ SEE "END ELEV. w/ DOOR" FOR INFO. NOT SHOWN - END ELEVA TION wi WINDOW SCALf: 1/2"=1'-0" DATE SCALE 1 2"=1'-0" DRAWi'j BY TM CHECKED BY WJM CHECKED BY DATE STREAMLINE STYLE BUILDING TYPICAL PORTABLE SINGLE WIDE SMITHBIL T INDUSTRIES, INC. AUBURNDALE FLORIDA 94145 5-1 ISS. 95 95 ~/j;'WIf a!t-111f1 M McCARTHY ENGINEERING, INC. STRUCTURAL CONSULTANTS LAKELAND, FLORIDA PROJECT NO. o