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<br />NOTE: CONTRACTOR SHALL PROVIDE VERIFlCA nON THAT THE HOST STRUCnJRE IS STRUCnJRALL Y <br />COMPARABLE TO THE STRUCnJRE SHO'hN (MOBILE HOME OR CONVENTIONAL CONSTRUCTION) <br /> <br />PAN OR COMPOSlTE PANElS. USE CORROSION <br />RESlsn\1: SCREWS. PANS ANCHORED WITH 110 <br />x 1/2' @ 3/ PAN INTO REC(lVlNG CHANNEL AND <br />1 110 x 1/1' @ RIDC( CAP CONNECTION TO <br />RECEIVING CHANNEL COMPOSiTE PANELS USE <br />1/." x (t+l/2') LAG SCREWS WITH 1/." WASHERS <br />THROOGH REC(JVlNG CHANNEl FROI.I TOP. <br />CAUlK ALL CONNECTIONS. <br /> <br />HOST <br />S TRUC TURE <br />DR F ADA <br /> <br /> <br />w <br />"" <br />2 <br />u <br />'@ <br />V> <br />l- <br />V> <br />o <br />:J: <br />o <br />;z <br /><= <br />V> <br />l< <br />w <br /> <br />-------- <br /> <br />EXTRUDED OR BREAKMET AL <br />H[AOCR 0032' MIN. <br /> <br />FASTENER DETERMINED <br />BASl:D ON CONSTRUCTION <br />Cf HOS T 5 TRUC TuRE <br />CONNECTlON TO HOST STRUCTURE <br /> <br /> <br />SHADING T'l?E II DENOTES <br />INTERIOR POST MAX. ROCF AREA <br />Sl:E TABLE 4 <br /> <br />110 x ('l'+l 1/2") WITH <br />1 1/4" WASHER 0." DC. MIN. <br /> <br />3 110xl 1/2' SMS PER PAN PANEL <br />WITH 3/.' WASHER OR <br />3 110x1 1/2' WASHER HEADED SCREWS <br /> <br />UPlIFT STRAPPING EACH 5 ND <br />0.0.25"x\ 1/." t.lOOILE HOME STRAPPING <br />NAILED WITH 13d COMMON 3 PER SIDE <br />OR 13d GUN NAILS 3 PER SlOC <br />STRAP SH All Bf 6" EACH SIOf AND <br />CONTlNUOOS O\1:R THE STUD <br /> <br />Di1'jA Bct T <br /> <br />NOT[: \\H[RE 1/2" COX PlYY.OCO IS USl:D FRAMING SHALL BE I) 24" DC MIN <br />w/ NAIL PATTERN. PlYY.OCO TO SNDS 13d COt.lMON 6" 0 C. \) EDGE <br />AND 12" D.C. FIELD. WHERE 3/16" STRUCTURAL THERt.lAL PLY SIDING <br />IS USED FRAMING SHALL BE \6" D.C. w/ 1 1/2' ROOFING NAILS I) <br />3" ON EDGE AND 12' OC. FIELD <br /> <br />3" RECEIVING CHANNEL <br />ANCHORS WI TH 3 EACH <br />18 SMS PER FOOT <br />" <br /> <br />UPLIFT STRAPPING DETAIL <br /> <br />TOP Cf GRAOC <br /> <br />2"x n_ EXTRUSION <br />~ER "ABLE 2 <br />jo <br />3 - ," 110 SMS <br />IN SCREW SlOTS 2"x EXTRUSION <br />MIN. 3 1/2" CONC. PER SPA.N TABLE <br />SlAB w/ 6x6 10/10 \ ,'x2" EXTRUSION <br />~ OR FIBER MESH ANC~OR ,",2",0044" <br />PLATE TO CONCREl: <br />WITH 1/4"'2 1/2' <br />FASTENERS 6' EACH <br />POST TO BASE AND SiDE OF POST 24' <br />POST TO BEAM DETAIL DC. MAX. <br /> <br />/ <br /> <br />3",Y FLUTED POST <br />WRAPPED '11/ FU T PAPER <br /> <br />3/8",31/2' BctT <br /> <br />80 LB 2500 PSI <br />CONCRE TE PRE 1.1 X <br /> <br />3'xJ' BASE <br /> <br /> <br />I <br /> <br />24" <br /> <br />L <br /> <br />,} 1/2' <br /> <br />IJ <br /> <br /> <br />16' <br /> <br />t <br /> <br />ALUMINUM CON'vtNTlONAL CONSTRUCTiON <br />PORCH POST CONNECTION <br /> <br /> <br /> <br />-1~ ~L y'/ PDU~D COOCRtIT <br />REFER TO TABlE 5 <br /> <br />ISOLATED FOOTING <br /> <br />NOTE: <br /> <br />THE HOST STROCTURE "UST BE CAPABtE Cf SU~TINC T11E ALUIA:N\JU STRVCTURE TO BE ATTAQ;ED TO T11E HOST STRUCTURE, C(N(RAll Y T~E <br />CONOITlO'l Cf -:HE EXl,TlNG STRUCTURE 'MlL INDICATE THE SffiUCTURES CAPABIU!Y. T11E FCUO'MNC CONDHiOOS/HOST STRUCTURES ARE CAPABLE <br />Cf SU~TlNC THE ALUMINUM STRUCTURE TO BE ATTACHED: <br /> <br />1. UASQNRY WAlLS, 2', .' FRA.\jE CONSTRlXTlON WALLS, PRE ENC1NHRED '/IX() TRUSSES '11'/ A 2', 6' SU8 F AOA MID A TRUSS O'-tRHANC Of' UP <br />TO .., AND/rJ< ATTACHIAENT Cf T11( ALUUINUU STJ?JCTURE T11ROUCH T11E ,. FAOA TO T11E :RUSS 8IJT1S 'II/ A UAXll.lUU Cf 4' TRUSS O'l\:RYANC <br /> <br />2. MOO1LE HMS UANUFACTURED MIlR 198. ANO BUILT TO T11E 1984 HUD STANDARDS WrlERE THE A.NCHCRS ARE INTO T11E TRUSS BUTTS. <br /> <br />3. CONDITIONS NOT CO'-tRED ABO'-t SHAlL BE R(<1(v.(D 8'1' T11E ENCIN(ER TO DETERlJINE T11E HOST STRUCTURE ADEOOACY <br /> <br />.. ALL TRUSS SYSTEUS SHAll HA'v( A UAXlMIJI/ SPACJNC Cf 24" o.c. <br /> <br />5. 1I061lE HMS NOT CO~ORIlING TO THE STANDARDS ABO'-t SHALL HA'.{ A SEI5 SUPPORTING FAl./E ADJAa:NT TO THE t.I08llt HQl,IE IN L[U Cf <br />CONNECTING TO THE IIOOLE. <br /> <br /> <br />MID SPAN BtM.1 <br />Sl:LECT L FRQt.l <br />TABLE 2 <br /> <br /> <br />SHADING T'l?E 1 DENOTES <br />EXTERIOR POST ROCF AREA <br />Sl:E TABlE 4 <br /> <br />v.ooo FRAME SHED WITH tx.. <br />PRESSURE TREATED PiNE PLATE <br />ANCHOR TO CONCRE TE ..... TH <br />1/." CONCRETE FASTENERS <br />@ 4'-0' O.C, <br /> <br /> <br />FRONT WALL BEAM SELECT <br />L FR()I.I TABLE 2 <br /> <br />k~ <br /> <br />- <br />~I <br />~ <br /> <br />L <br />, <br /> <br />'II <br /> <br />DOUBLE CARPORT \'11TH CENTER POST <br /> <br />t x MID SP A.'l <br />/ BEAM -siTS:MPlE SPAN <br />TABlE 2 <br /> <br />DETAIL <br /> <br /> <br />w <br />a:: <br />~ TABLE 1 <br />=> ROOF PANELS <br />~ CARRIER 8EAI./ ./ <br /> <br />~ 3",3" POST / <br />::t: <br /> <br />SPACE MAX. --"" <br /> <br />2500 PSl CONCRETE w/ <br />6,6 v.nom v.1Rf MfSH <br />O\1:R VAPOR BARRIER <br /> <br />l <br />, <br /> <br />VARIES <br /> <br />d <br /> <br />3 1/2" CONCRE TE stAB <br /> <br />SECTION THROUGH CARPORT <br /> <br /> Sl:E COONE C TlON DE TAIL <br /> 12", PA,N (Sl:E CkARTS) USE ''If" TO <br /> / SElECT PA.N FOR REQUIRED SPAN <br /> SHED IS FRAMEO WALL <br /> ATTACHED TO HOST <br /> STRUCTURE w <br />w ~ <br />:>E FOR FRONT BOI.I 2',2',0044" ALUM OR :J: ..... <br />0 <br />:J: USE 'L'=W/2+0H. ':j N <br />w 2\4' @ 24' OC. LUMBER is 0 <br />-' 0 V> <br />fB S TRUC TUR AL GR AOE ::0 '" <br />::0 THERMAL PLY 'MTH SIDING <.:> 2 <br />0 ;z V" <br /> <= <br />;z 1/2' L-80lTS FOR 2"x4' V> ~ <br /><= ''Ii ,. VAP:ES x <br />V" <br />x / PT PLATE OR CONCRETE w 'N <br />W 6,6-10/10 W'IIM ANCHORS .'-0' 0 C. <br /> '-0.... <br /> --------- ------- <br /> <br /> <br /> <br />2">4' prp PUTE <br />'11/ 3/B">4 1/2' <br />CONC. ANCHORS <br /> <br />ANCHOR 'M TH HEADER CHANNEL <br /> <br /> <br />"2"'___" <br />CEN TE R PUR\.IN <br />BEAM SELECT 'L' <br />f'RQt.l TABlE 2 <br /> <br /> <br />w <br />"" <br />2 <br />u <br />=> <br />e: <br />V> <br />l- <br />V> <br />o <br />::t: <br />o <br />;z <br /><= <br />Vl <br />X <br />w <br /> <br />fJID SPAN BEAM <br />Sl:LECT L FRQt.l <br />TABLE 2 <br /> <br />SELECT BE A" <br />FROM TABLE 2 <br /> <br />j W/2 ~ <br /> <br />DOOR <br /> <br />AL T(RNA TE: <br />v.ooo FRAME SHED WITH 2"x4" <br />PRESSURE TREATED PINE <br />PlA TE ANCHOR TO CONCRE TE <br />'M TH 1/." CONCRETE <br />FASTENERS 4'-0" o.c <br /> <br />FRONT WAn Sf AM 'Sl:LECT <br />L FRO" T A8LE 2 <br /> <br />SHADING TYPE I <br />SH TABlE 4 <br /> <br />DOUBLE CARPORT 'Mll10UT CENTER POST <br /> <br />W <br /> <br />RECilVlNG Q1ANNtL <br />" <br /> <br />w <br />"" <br />~ ROOf" PANELS <br />@ SEE TABlE I <br />V> <br />8 SPACE MAX. <br />::t: <br /> <br />J <br /> <br />t x ___ I.UD SP AN <br />/ SEAtJ Sl:E SIMPlE SPAN <br />TABlE 2 <br /> <br />SPACE f.lAX. <br />T ABlE4- --- <br /> <br />y <br />~=f <br /> <br />3" x 3' x 0.06" POST <br /> <br />2500 PSI CONCRETE III TH <br />6,6 V>fLOCO W1RE MESH <br />O'4:R VAPOR BARRIER <br /> <br />3 1/2" CONCRE TE SlAB <br /> <br />SECTION THROUGH CARPORT <br /> <br />VAR1ES <br /> <br />UPLIFT STRAPPING OC TAIL <br /> <br />2"x4' LUMBER ToP PlATE <br />'0\\ T'rl RDcr ABO\1: <br /> <br />NOT(: <br />1. ANCHOR PANS TO HEAOCR CHANNEL '11/ <br />J 110 x 1/2' '11/ WASHER <br />2 ANCHOR PANS TO ROOF BEAMS '11/ <br />.) 110 x 1/2" '11/ WASHER <br />J ANCHOR PLAT( TO CONCRETE FLOOR '11/ <br />3/8' x 3 1/2" D\'NA Bct T5 I) 30" DC. <br />4. STUDS TO BE @ 16" DC. 3' EDC.[S <br />6' ON FIELD 1 1/4' GAL RWING NAilS <br /> <br />UPliFT STRAPPING DO AIL <br /> <br />3 1/2' MIN. CONCRETE (Sl:E DETAILS) <br />SECTION THROUGH UTILITY ROOM <br /> <br />UTILITY SHED AND CARPOqT WALL SECTION <br /> <br />.) 1/2" <br /> <br /> <br />MIN. 2500 PSl CONC WITH 6 , 6 WELDfD WIRE <br />OR FIBER MESH T'l?ICAl ALL SLABS. <br /> <br />.J 1 15 BAR CONT <br />8' , <br /> <br />NO TE: f1B[ R M[ SH CONCRETE DOE 5 <br />NOT REQUIRE WiRE MESH <br />FLA T stOPE / NO FOOTING <br />o - 2"/12" <br /> <br /> <br />00 NOT BLOCK <br />FIRE EXIT 'ItlNDOI'/ <br />./ OVERHANG VARIES <br />&:xli!' Ii~ / <br />J}1ffi-~,.. ... I 2' x FRON T WALL BEAM ' <br />w f+~~ SHECT L FRQt.l TABLE 2 <br />if? ~ <br />u <br />=> <br />e: <br />V> <br /> <br />USl: 'L' = '11/2 + O.H. <br /> <br />.... <br />V> <br />o <br />::t: <br />o <br />;z <br /><= <br />V> <br />X <br />w <br /> <br />"'/f' <br /> <br />VARIES <br /> <br />l <br /> <br />3'xJ' FLUTED POST f.lAX. <br />HGT,=l2' FOR 120 MPH <br />WiNO vHOCITY <br /> <br />L VARIES <br />(SIT TABLE) <br /> <br /> <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />f.lOOERATE SlOP( FOOTiNG <br />2'/12" - ,'- 10' <br /> <br />STEEP> ~~,~?OTING RAWINO !'c" -OR 1 PERMIT <br /> <br />O;!EETS THE REOUIFlEMEN S <br />CfJA?Trn 1205 sac 1991 tcc\.- <br /> <br />DA IT RE '.1$l()1S CHK <br /> <br />~i5 <br />..,.., <br />~~ <br />~~ <br />~~ <br />~... <br />t>j~ <br />wiS <br />~~ <br />~e; <br />lO3 <br />ell! <br />~g <br />~~i <br /><.>~e <br />~5ili <br />z~~ <br />2~G <br />~~g <br />~:;;"" <br /> <br />~IZ~ <br /><.>~~~ <br />l~i5e <br />-c VI<.> <br />gs~~~5 <br />~~a....5 <br />~?<~~~ <br />2:lf:lf>- <br />8e", :5 <br />z~w~u <br />~....i>~vi <br />~;~6~~ <br />~~~~~i5 <br /><l --c <br />....W~52~ <br />~tip.<=5u <br />oztx:< <br />~i"'~"'~ <br />5~~':l;t>j~ <br /><= ~-~'" <br />~~ ....,5 <br />5~ og.., <br />~~~~~ <br />~&:~::r~~ <br /> <br />(/) <br />a: <br />UJ <br />> <br />o <br />o <br />o <br />:J <br />o <br />(/) <br /> <br />~ <br />@, <br /> <br />Cf <br /> <br />3 <br />