Laserfiche WebLink
<br />E. P. 3. .....All PANEL <br /> <br />314' ?t.YWOOO DECK (OPT.) <br />514' X 0" OR :2 X 6 DECK <br /> <br />4- <br />I <br />I <br />I <br /> <br />ALUMINUM POST SEE TABLE <br /> <br />314' ?t. YWooD CECK <br />I <br /> <br />I <br />-r- <br />I <br /> <br />~ <br />~ <br /> <br />1'---.- <br />/ <br /> <br />1.1/Z' X 3" x 0.060' RECENlNG <br />CHANNEL <br /> <br />Ii' 0 x 112" 3.M.S. @O' O.C. ~IN. <br />B0111 SIDES <br /> <br />LAG SCREW SEE TABLE <br /> <br />PARAMETER DOUBLE <br />STR1NGE.q <br /> <br />EXTRUDED ALUMINUM BASE <br /> <br />CORROSION RESISTANT <br />111RU-OOL T PER SCHEDULE <br /> <br />U-Ct.IP <br /> <br />LAG SeRE'1'! SEE TABLE <br /> <br />PARAMETER DOUBlE <br />STRINGER <br /> <br />TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE) <br /> <br />314' ?t. YWOOO DECK <br /> <br />i- <br />t <br /> <br />Z' x4' ?t.YWOOO BREAK <br />ST AGGE.q @ EACH SHEET OF <br />?t. YWOOO <br />(ALTERNATE 6E1YVEEN <br />STAGGER LOCAllONS 1 & 2) <br /> <br />BREAK STAGGER <br />LOCA llON 1 <br /> <br />, IZ' COX ?t. YWooO WI #&l <br />COMMON e- O.C. @ EDGES <br /> <br />BREAK STAGGEH <br />LOCAllON :2 <br /> <br />:2x60R2xe <br />@ 1e- O.C. <br /> <br /> <br />~ SCRE'NS SEE TABLE <br /> <br />LAG SeRE'WS SEE TABLE <br /> <br />PARAMET'E!~ DOUBLE <br />3TRJNGER <br /> <br />o <br />&> <br /> <br />I-~~ <br />J:-- <br />"........ <br />~o:a <br />~-- <br />~.::.:. <br />~ >C >C <br />"'''' <br /> <br />MAXIMUM HEIGHT & BREAK OF PLYWOOD SJ-IEETS <br />FRAME WALL DETAIL <br /> <br />COMPOSITE PANEL WALL TO WOOD DECK <br /> <br /> <br />:2x60R2xe <br />@ ,e- O.C. <br /> <br />" x 2" CHANNEL <br /> <br /> <br />fAlNIMUM '.1/2'1 <br /> <br />2x60R2d <br />@ ,e- O.C. <br /> <br />SCREEN ROOM WALL TO WOOD DECK <br /> <br />w <br />~ <br />1/ <br /> <br /> <br />~ <br />~ <br />i <br />I <br />i <br /> <br />o <br /> <br />r-"'iJ <br /> <br />314' PLYWOOD DECK (OPT.) I <br />5I4'xo'OR2x6DECK ~ I <br /> <br />~ <br />I <br />I <br />I <br /> <br />2 x 6 OR 2 x 6 <br />@16"0.C. <br /> <br /> <br />WOOD FRAME WALL TO WOOD DECK <br /> <br /> <br />2 x 4 ST'JD @ 6" FROM All <br />PL\TE JOINTS ANO 43' O.C. <br />'MX <br /> <br />2 x 4 P.T.P. PL\TE <br /> <br />LAG SCREW SEe TABLE <br />ALTERNATE DOUBLE <br />STRiNGER FOR CANllLEVER <br />OVER 3' FROM MAIN <br />STRINGER <br /> <br />(2) INTERNAL 'l' OR <br />RECENiNG CHANNEL <br />(2)114' BOLTS EACH ANGLE <br /> <br />(4) #10)( 1.11Z' S.M.S. !:AC;.; <br />ANGLE <br /> <br />1.11Z' x 3-112" SPACER BLOCKS <br /> <br />2000 SPECIFICAT10NS <br /> <br />ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED <br />PLAN VIEW <br /> <br />1. GARAGES. SHEDS. & ROOMS BUILT UNDER SE~ON 4 SPEC;F1CAllONS SHALL BE LMITED TO <br />RESIOENT'.AL AOOmON WI111 24'.1)' ROOF SPAN AND 800 SQ. FT. MAXIMUM AREA IV111-l ALUMINUM <br />ROOF. <br />2. HABIT ABLE ROOMS SHAll CCMPL Y WI~ All PROVISIONS OF 111E 3T ANOARD BUILDING CODE <br />ANO SPECIFICALLY: <br />A. ROOFS SHAll HAVE A MINiMUM INSULAllONVALUE OF R.19 ANO WAllS R.1'. Tl-IE HOST <br />STRUCT'JRE Wlni THE ?\..ANNED AD0l110N SHAll 6E IN CCMPlJANCE Wlni ENERGY <br />CODE REQUIRalE.'fTS. <br />3. SlEEPING ROOMS SHAll ~AEET EGRESS REQUIREME."<TS OF sac AND UFE SAFETY coDe <br />AND SHALL NOT RESTRJCT EGRESS FROM A SLEEPING ROOM IN niE HOST STRUCTURE. <br />3. STAIRS SHAll HAVE TREADS OF A MINIMUM OF 10' INCLUDING NOSING. RISERS SHALl ae <br />7314' OR LESS ANO 111E SUM OF TWO RISERS AND ONE TREAD SHALL BE NOT LESS THAN 24' <br />AND NOT MORE THAN 2S-. STAIRS Wl~ MORE THAN FOUR RJSERS SHAll. HAVE A <br />HANOR.AJLMEEllNG SBC REQUIREME."<TS. <br />4. HANOR.AJlS SHALL BE BETWEEN 30" !. 38" ABOVE 111E LEADING EDGE OF ~E TREAD. <br /> <br />S. All WOOO FRAMING AND SHEA1111NG CONNe~ONS SHALl. BE iN COMf'tIANCE Wlni <br />STANDARD BUILDING CODE 1999 CHAPTE.~ 23. TABLE 2306.1 OR AS NOTED BELOW. <br /> <br />CONNECllON <br />SHEATHING less THAN ,~Z' <br /> <br />FASTE.l\4ER <br />FW COMMON <br /> <br />DOUBLE TOP ?tA TES <br /> <br />TO? OR SOLE ?tATE TO STUD: <br />A. END NAIL <br />a. TOE NAlL <br /> <br />100 COMMON <br /> <br />16lil COMMON <br />alil COMMON <br /> <br />NUMBER/SPACING <br /> <br />6" O.C. EDGES <br />1Z' O.C. FIELD <br />1e-0.C. <br /> <br />2 <br />4 <br /> <br />6. OVER HEAD GARAGE DOORS SHAll. NOT BE SUPPORTED BY A ROOF SUPPQRT BEAM. Tl-IE <br />DOOR RAIL BEAM SHALl ae A 2")( 6" )( 0.050" X 0.' 20" UP TO 24'.1)" SPAN FOR GARAGE DOORS <br />AND RAIL SYSTEMS NOT EXCEEDING 150#. DOOR OPENERS SHALl HAVE A SEPARATE SUPPORT <br />2" x O' X 0.050' x O. 120" UP TO 24'.1)' SPAN AND DOOR CPENER UNIT NOT EXCEEDING 51.. <br /> <br />7. FRAMING ON THE DOOR WAll SHALl ae SHEA Tl-IEO ON 6O~ Sloes IY1ni 11Z' COX OR 7116' OSB <br />WHEN THE SEC1l0N OF WALL IS lESS nw; 3'-0" FROM DOOR TD CORNER. A FUll. SHEET <br />SHALL BE CUT TO LAP ONTO Tl-IE DOOR HEADER ON EACH SIDE OF 111E DOOR. DOOR <br />SEGME."<TS SHAll ,"<OT 3E LESS THAN 1'-<l'IN lENG111 ON THE SIDES ANO 'Z-Q" IF A CENTER <br />COLUMN IS USED. <br /> <br />e, DOUBLE TCP PLATES SHALl. BE USED ON ANY ',vAll. PROJECT10N OR lENG~ GREATER Tl-IAN <br />IS'. <br /> <br />I#J )( ,. WOOD SCRE\VS \'VI 5/8" <br />WASHERS (3) PER PANEL <br /> <br />2" x 4' TOP PlATE PRESSURE <br />TREATED PINE <br />(PRESSURE TREATED LUMBER <br />OPTIONAL WI111 COMPOSITE <br />PANEL) <br /> <br />DOUBLE TOP ?tATE <br />REQUIRED FOR WAlLS <br />EXCEEDING ~6'.I)" iN LENG~ <br /> <br />SHEATHING; <br />11Z' ?t. YWOOD OR <br />STRUCT'JRAl.. GRADE <br />Tl-IERMAl. ?t. Y WI SIDING <br /> <br />2" x 4' ST'JOS <br /> <br />f-- <br />I <br />I <br /> <br /> <br />--=r~~ <br />-J:Ll <br />'j <br /> <br /> <br />114" x 3' SOlTS OR r-aOlTS <br />,NTO CONO,ETE SlAB @ 24' <br />O.C. WI'IEf')( 2" SQUARE <br />WASHERS <br /> <br />PRESSURE TREATED 2 )( 4 <br />?tATE <br /> <br />-=7- <br /> <br />I <br />ALUMINUM COVER <br />(SEE SE~ON 7 FOR <br />CONNECllON DETNlS) <br /> <br />HURRlCANE ANCHORS WI~ <br />NUMBE.~ OF NAllS PER <br />MANUFACTURER~SPECS <br /> <br />2 x 4 NAlLER FOR WAllS <br />EXCEEDING ~-o" iN HElGHT <br />(UP TO 10'.1)" TOTAL ST'JD <br />HEIGHT) <br /> <br />-... <br /> <br />-;- ~ 3-1/2' <br /> <br /> <br />-~~ ~ FOOT1NG ~EQUi~ED <br /> <br />CONTlNUOU'" -. ~ '-- 0' x 6".10)( 10W~DWIRE <br />. ........ OR FIBER MESH <br />TYPICAL UTILITY SHED WALL SECTION <br /> <br /> <br />/' <br />fyl ~ ll, c-U'NJ.- 1.i;4\J i \'tV,,~{I.)( <br />/0 /tl. (7~"c <br />6 '~'-O~ <br /> <br />...J <br /><( <br />(/')::J <br />wZ <br />n:<( <br />::J:E rJl <br />f-rJl ...I <br />~wz< <br />......n:of- <br />n:::J-LlJ <br />f-f-!::O <br />(/')uO-<t <br />W::JWz <br />:En:oc <br /><(f-o_ <br />n:rJlOf- <br />lJ..:E"'U <br />0-- W <br />02 rJl <br />0- <br />~3 <br />~ <br /> <br />, .... <br />W ~_ <br />,"" '" <br />a.. .., - <br />::) '" <br />(I).... <br />~-~Li;! <br />Q)::~~<Q <br />1::<:0"'''' <br />1::\lJ...."'''' <br />Q):O:c::'~ <br />en es a g ,:e <br />.....::z:__ <br />. ~ .... "" ;t <br />W :::lz:;s <br />~oo~ <br />"'. , ~ J: ~ <br />YJ ~ ,_ 0..,. <br />U\lJC:;:;l- <br />1::\lJ"'"" <br />Q)~~"" <br />.... <: :0 <br />:> \lJ . <br />:>..,q <br />case.. <br />...JG <br /> <br /> <br />OF 7 <br />