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-r~ IF TOP OF GRADE COMPACTED BACK FILL ...-- 3" x 3" POST (SEE TABLE) (2) 2" x 2" x .t" ANGLE OR ~ (1) U CHANNEL x "t" N ~ 318" x 3- 1/2" BOLT . 80 LB. 2500 PSI 't" IS 1111CKNESS OF ~ CONCRETE PRE.MIX REQUIRED POST '" -.-- I I 3' EXTRUDED ALUMINUM l J BASE ~6" 'Z..o" MIN. BEFORE SLOPE 1-' ..(: I I : I~ I ,'" ~ I I J II I I II ALUMINUM/STEEL COLUMN SEE SECTION 9 FOR ANCHORS '1.J CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS (SEE SECTION 9) (1) #Sill BAR CONT. rJl'~ . W"'I - ~;7 .~ -< " 0( N I . >~, I , .. (1) #Sill BAR CONT. J1b",'~" . ~ ~ _/~ ~ - - ~>' ..'. , : I I ,(---,(- 6" TYPE II ~DERATE SLOPE FOOTING 2"/12" - 1'-10" CONCRETE Su-a OR FOOTING POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL TYPE I RAT SLOPE / NO FOOTING 0-2" /12" TYPE III STEEP SLOPE FOOTING > 1'.10" SEE SECTION 9 FOR ANCHORS NOTES: 1. NO FOOTING 0111ER T1-IAN 4' Su-a IS REQUIRED EXCEPT WHEN ADDRESSiNG EROSION UNTIL 111E CARPORT OR PATIO COVER EXCEEDS 20'..0". 111EN A MINIMUM OF A TYPE II FOOTING IS REQUIRED. 2, FOR WOOD FRAME UTiliTY SHEDS 111E MINiMUM DEPTH OF 111E FOOTING SHALL BE 10' FOR TYPE II FOOTING AND 14" FOR TYPE III FOOTING. 3. MONOU111IC Sv-aS AND FOOTINGS SHALL BE MiNIMUM 2,500 PSI CONCRETE WI1116x6-1Ox10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN liEU OF WIRE MESH. 4. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. ALUMINUM/STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER T1-IAN COLUMN WAlL ALUMINUM POST AND BURIED FOOTING CONNECTION CONCRETE ANCHORS (SEE SECTlON 9) CONCRETE Su-a OR FOOTING 3" x 3" POST T1JRN BOLTED" TO ANCHOR RISER POST IN CONCRETE rl41ll BAR 12" LONG POURED CONCRETE (REFER TD TABLE 2.4) (j) 0-' LJ.J~ J:~ (j)Z .~ ~ (j) (j)(/') -' O::Wz~O::OI- O~-W (..J1-t:0 (..JON O:::lWZ f=O::OO ~I-o_ 0.(/')01- ~N(..J (/')-., UJ I-...J (j) o::~ O~ a.~ 0::-, ~~ (..J / I POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS 2-314" x 2-314" x 2.1/2" LONG x 118" T1JBING WELDED CONNECTION FASTEN (SEE TABLE 2.5) SLAB-FOOTING DETAILS iNTERNAL EXTRUDED AlUMiNUM BASE OR BREAI< FORMED U-CU? WI111 WALL EQUAL TO OR GREATER T1-IAN POST WAlL NOTE; A TT ACI-IMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-ST ANDING COVERS ALUMINUM I STEEL COLUMN CORROSION RESISTlVE STEEL 111RU BOLT PER SCHEDULE SEE SECTION 9 FOR CONCRETE ANCHORS ~~ ~-~ I I' ,I- 12" -,(- ALUMINUM STRUCT1JRE FOOTING 2500 PSI CONCRETE WITH (3) ~ BAR CONT. MINIMUM 2.112" OFF GROUND ~~ , .~ -;(' 8" ,('- ALUMINUM STRUCT1JRE FOOTING 2500 PSI CONCRETE WITH (1) #S BAR CONT. MiNiMUM 2-1/2" OFF GROUND RIBBON FOOTING TYPE I > ~'v 12" X 12" X 1/4" PlATE 3-1/2" CONC. StAB . POST MAY BE FILLET WELDED DIRECn Y TO BASE PlATE CONCRETE Sv-a OR ~ FOOTING POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE RIBBON FOOTING TYPE II ISOLATED FOOTING .BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 12 112=- ____ GALV. METAL STRAP (14 GA. X") 8" X 8" X 1 S" CONCRETE BLOCK 12" ALUMINUM PANEL ROOF (SEE TABLE 2.5) RECENING CHANNEL ANCHOR AlUMINUM FRAME TO WALL OR StAB WITH 1/4' X 2.1/4" MASONRY ANCHOR WI111IN 6" OF POST AND 24' O.C. MAXIMUM (1) rl41ll BAR CONTINUOUS (1) rl41ll BAR AT CORNERS AND 10'..0" O.C. FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONC. DECK CONCRETE CAP BLOCK OR BLOCK (OPTIONAL) RJBBON OR MONOLl11-1IC FOOTING (IF MONOLl111IC SLAB IS USED SEE NOTES OF DETAILS NEXT PAGE) 8" X 8" X 16" BLOCK WAlL (MAX. 32") ~ 8" X 24' X 24' POURED CONCRETE PAD (2) #S BARS (18" LONG) EACH WAY .f- W ~_ . '" N 0... ... - ~ N Ul'" ::r~Li. <J) <.J - ~ Cf-~'l'..o ~ 0 "- '" CllJ~;e:g <J)~o(~~ aJoa~;e ,...J :r ___ . ~ ;- W (!; W~i55~ '1\'~::~ "":l:"'fu,,- C)llJ"'.... CllJ"'w <J)~~;- ~ ~ <ll ~OJo ro S ~ -.JG RECENlNG CHANNEL 12" ALUMINUM PANEL (SEE TABLE 2.5) CONCRETE POURED CELLS WI111 #S BAR (SAKRETE READY MIX .,,1 GRAVEL) PAD FOOTING ALUMINUM UTILITY SHED WALL (ELEVATION) ALUMINUM UTILITY SHED WALL WITH DOOR (ELEVATION) #8 X 112" S, M. S. INTO s= EACH RISER @ PANEL ENOS - ;~ ANO BOTTOM PAN ROOF BOTTOM CHANNEL (SEE TABLE 2.5) ANCHORED TO SLAB ~ W/1,4'QJ X l' PAN TO WA~ ~ EMBEDMENT CHANNEL(3)#8x1/2 EXPANSION BOLTS@ PER PAN 24' 0 C. OR CONCRETE ~ ~~R=:R PANEL ?AN TO WALL I -C (SEE TABLE 2.5) ~ 1 1/4'lllx 1-1/4' i:MBEDMENT II IT EXPANSION BOLTS OR ~ EQUAL DRIVE PINS @ 24'0.C. (2) #41ll BARS MIN. 2-1/2" OFF GROUND . '" KNEE WALL FOOTING FOR SCREENED ENCLOSURES ALUMINUM ATTACHMENT 12 112=- ,.- ) b:!:; ~lu >U.I rJl ;c CONCRETE FILLED BLOCK Sre.... WALL 8" X 8" x 16' C.M.U. (1) rl41ll BAR CONTINUOUS ---'1 \- I I -ir I RECElVING CHANNEL PAN WALL 2" x 2" x 0.044' BRACE FOR GREATER PAN ~ HEIGHT I (REFER TO TABLE 2.5) I 8' X 12" CONCRETE FOOTING WITH (N) #S BAR CONT. LOCATE ON UNDIST1JRBED ~T1JRAL SOIL (1) #5QJ VERT. BAR AT CORNERS AND ." O.C. MAX. FILL CELLS WI 3000 PSI PEA ROCK CONCRETE ~ 'x" 2 10'..0" 2 8'..0" 3 4'..0" h' W 32" , 2" 36- 12- 48- 1a- ~ . ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR AT ALL CORNERS 3-1/2" CONCRETE SLAB 6 X 6. lOx 10 welDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCT1JRES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NAT1JRAL SOIL 90% DENSITY RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES 3-112" CONCRETE SLAB NOTE; .MAX. SHED FLOOR AREA 200 Sa. FT. ATTACH PANELS TO CHANNEL W/ (2) #8 x 112" S.M.S. EACH PANEL @ EACH END PAN WALL CONNECTION SECTION THROUGH UTILITY SHED OF 8