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~&ff~I@'~ SPACING/2 ~ SPACING/2 BEAI.4 SET SPACING - SPACING/2 ~ SPACING/2 BEAI.4 SET SPACING - ANGLE LOCATION FOR SUPER GUTTER REINFORCEMENT RECEIVING CHANNEL 2-1/S.11 '.11 '.11 0,062. W/ (4) 18 II 3/4. SMS EACH SIDE Of' EACH BEAM AND (6) 18 II 3/4. SMS INTO GUTTER SL OR SM BEAM SIZE VARIES (2) '12 SCREWS W/ MIN. PENE TRA TlON 0 EACH RAFTER (PRE-DRILL) (6) '10 II 2. SCREWS o EACH BEAM (3) ,all 3/4" SMS ~ RECEIVING CHANNEL " 2-1/8. II 1. W/ (.3) 18 II 1/2. SMS EACH SIDE OF BEAM 3. WIDE x 1/8. THK STRAP AT EACH BEAM 5MB CONNECTION TO SUPERGUTTER 2" x 2" II 0.093. ANGLE W/ (4) 18 x 3/4. SMS AND 2-1/4" THRU BOlTS EACH SIDE 0 EACH BEAM SL OR SM BEAM SIZE VARIES '10 x 2" SCREWS 0 24" O.C. (2) "2 SCREWS W/ MIN. PENETRATION 0 EACH RAFTER (PRE-DRILL) I" II 2" O,B, RECEIVING CHANNEL ---- 2-1/8" II I" W/ (3) 18 II 1/2" SMS EACH SIDE OF BEAM GU HE R ] /8" FERRULE W/ 3/8" x 8" o 24" O.C. LAG SCREWS TYPICAL SL OR SM BEAM AND GUTTER CONNECTION SOLlO COVERS ATTACHED WITH 18 II 1/2" SMS 0 6" O.C, WITH \ WASHERS OR COMPOSITE PANEL WITH 1/4" LAG SCREWS 24" O.C, (2) 18 x 3/4" CORROSION RESISTIVE / WASHER HEADED SCREWS / ~ SCREEN ROOF BEAM o ALUMINUM STRAP OR 1/4" THRU BOl T AND 1/2. PVC FERRULE o 24" O.C, SUPER GUTTER MAX, SPANS SEE TABLE BELOW SUPER GUTTER / SCUD ROOF / SCREEN ROOF COMBINATION PURLlNS PER TABLES INTERNAL BRACING 2"x2"xO.120" EXTRUDED ANGLE T-6 ALLOY TRIM 1/4" OFF LEG BEAM WIDTH FOR SPANS GREATER THAN 40'-0" LATERAL BRACING DETAIL 1"x2" O.B. FASTENED TO 5MB W/ (2) '10 II 1-1/2" SMS SELF MATING BEAM SEE TABLE I PURLlNS ATTACH TO BEAMS W/ (2) '10 II 1-1/2" SMS -- OR SNAP BEAM EQUIVALENT _ 2"1l___ 5MB POST TABLE J BEAM TO UPRIGHT CONNECTION DETAIL 11 NOTE: 2"x3" UPRIGHT MUST BE NOTCHED FOR 2"x2" ROOF PURLlNS SQUARES ON VARIOUS BEAM TO UPRIGHT SIZES DENOTE POSSIBLE SCREW PATTERNS M M 1.4 MB 1.4 1.4 REFER TO TABLE 3 1"x2" EXTR. FASTENED TO 2"x2" W/ '10 II 1-1/2" " SMS 0 24" O.C. 2"x2" PURLlNS ATTACH TO BEAMS W/ (2) 'lOx 1-1/2" SMS OR SNAP BEAI.4 EQUIVALENT BEAM OVERLAP CONNECTION OR GUSSE T mcom ~~~ VllllVl II'>~'" x x x <'IN BEAM TO UPRIGHT CONNECTION DETAIL 12 PURLlNS ATTACH TO BEAMS W/ (2) '10 x 1-1/2" SMS 3/4" MIN. SPACING SEE TABLE 4 FOR NUMBER OF SCREWS PER CONNECT 3/4" MIN, SPACING NOTE: SCREW PATTERN FOR THE CONNECTION USING NOTCHED 5MB WILL VARY FROM THE SHOWN. SAME NUMBER AND SPACING APPLIES CUT FOR PLATE CONNECTION (PLA TE INSIDE BEAM) TYPICAL SIDE PLATE CONNECllON DETAIL 13 BENT P 3/4"x2 3/4".0,062" ~ (2) 18 x 3/4" SMS____ 1"X2" EXTR. FASTENED TO ~ 2"x2" W/ "0 II 1-1/2" SMS o 24" O.C, CONNECT 2"x2" TO BEAM ./ W/ (2) ,8 x 1-1/2" SMS ~ ~ CONNECT PERIMETER MEMBER .....- W/ (2) '8 x 1-1/2" SMS CUT BEAM BEAM SIZE VARIES ::::~ BENT P 2"x3/4" SMS INTO POST (0) ,811 3/4" SMS INTO BEAM PLATE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT BEAM SPLICE SHALL BE MiN. OF d-l!2" HEIGHT AND 2(d-1/2") IN LENGTH MIN. SCREWS PER SPLICE TOTAL / SIDE OF SPLICE 2" x 4" 6 / 3 2" x 0" 6 / 3 2" x 6" 8 / 4 2" x ]" 8 / 4 2" x 8" 10 / 0 2" x 9" 12 / 6 SPUCE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STACCERED EACH SlOE Of SELF MA TING BEAM TYPICAL BEAM SPUCE DETAIL MAXIMUM SPANS FOR SUPERCUTTER AND 5MB WITH SCREENED ENCLOSURE ONE SlOE ANO SOlIO ROOF OTHER SlOE ALUMINUM ALLOY 6063- T6 FOR SPAN "L" OF BEAM; USE SCREEN PANEL WIDTH "W" FROM DRAWING. LOAO AREA = 1/2 OF SCREEN BEAM LENGTH + 1/2 OF SOliD ROOF SPAN EXAMPLE: 44'(SCREEN BEAM WlDTH)/2 = 22': 22'(SOlID ROOF WlDTH)/2 = 1" FOR 2"x 6"1l O.050"x 0.12" 5MB &c 4" SG MAX. SPAN = 13'- ]" LOAD AREA SCREEN 10' 12' 14' 16' IS' 20' SOl~ r r r r r r BEAMS &c 4" SUPERCUTTER 2"x6".0.000".O,120" 16'- 3" 10'- 8" 10'- I" 14'- 8" 14'- 2" 13'- 9" 13'- 0" 2"x]"xO.060"xO,120" 20'-11" 20'- 2" 19'- 6" 19'-10" 18'- 3" 17'- g" 17'- 3" 2"x]"xO.062"xO, 120" W/ I BEAM INSERT 23'-10" 2"x8"xO.072"xO.224" 25'-11" 2"x9"xO.On"xO.224" 30'- 2" BEAMS &c 5" SUPERCUTTER 2"x6"xO.OoO"xO.120" 17'- 8" lr- 0" 16'- 5" 15'-11" 10'- 5" 15'- 0" 14'-]" 2"x7"xO.065"xO.120" 22'- 9" 2,'-1,. 21'- 2" 20'- 5" 19'-10" 19'- 3" 18'- 9" 2"x]"xO.062"xO. I 20" W/ I BEAM INSERT 2"x8"xO.072"xO.224 " 2".9".0.072"xO. 224" 22' ]' 23'- 0" 22'- 2" 21'- 6" 20'-10" 20'- 3" 19'- 8" 24'-11" 24'- I" 23'- 3" 22'-]" 21'-11" 21'- 4" 29'- I" 28'-'" 2r- 2" 26'- 4" 25'- 7" 24'-11" 25'- 5" 24'- 6" 23'- 8" 22'-11" 22'- 2" 21'-]" 21'- 0" 2]'-11" 26'-10" 20'-11" 20'- I" 24'- 4" 23'- 8" 23'- 0" 32'- 5" 3"- 2" 30'-'" 29'- 2" 28'- J" 2]'- 5" ::S'- 9" OPTIONAL CONC. CAP BLOCK OR BRICK ----....... (I) 14 BAR CONT. ANCHOR ALUMINUM FRAME _____ TO WALL OR SLAB WITH 1/4"1l 2-1/2" TAPCON OR _________ EQUAL 6" TAPCON STYLE OR 8" x 8" x 16" BLOCK WALL DECK OR GROUND L Vl. (I) '4 BAR 0 CORNERS ANO 10'-0" O.C, FILL CELLS AND KNOCK OUT BLOCJ< TOP COURSE WI TH 3000 PSI PEA ROCK CONCRETE MAX. DIFFERENTIAL IN SOIL HEIGHT 12" (2) '4 BARS MIN. 2-1/2" OFF GGROUND -10-- -10-- S" -10-- L :2"' j ,. ' &, KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2" x 2" OR 2" x J" OR 2" 5MB POST ANCHOR I" x 2" xO.044" PLATE TO CONCRETE WITH 1/4" II 2-1/2" CONCRETE ANCHORS WITHIN 6. OF EACH SIDE OF EACH POST 0 24. O.C. MAX. OR THROUGH ANGLE 0 24. O.C. MAX. 2" II 2. x 1/S. ANGLE EACH SIDE / ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) "0 x 1/2. SMS EACH SIDE ,. x 2. EXTRUSION I 1-1/8. MIN, IN CONCRETE VAPOR BARRIER AL TERNA TE POST TO BEAM AND PLATE TO CONCRETE 3- 1 /2" NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. BEFORE SLOPE MIN 2500 PSI CONCRETE WITH 6x6-10xl0 W.W.M. OR FIBER MESH TYPICAL .8~1 (1)/' ~~ CON~T FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH 8. S" FLAT SlOPE / NO FOOTING MODERATE SlOPE FOOTING STEEP SLOPE fOOTING 0-2./12" 2./12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION NOTE: ALUMINUM STRUCTURE FOOTING ~" t'? 2500 PSI CONC W/ (2) '4 BARS CONT. S >\ , '4 BAR MIN. 2-1/2" OFF GROUND -10-- ' ~12.~ RIBBON FOOTING FOR SCREENED ENCLOSURES JOB NAME: ADDRESS: DRAWING FOR ONE PERMIT ONLY 5~ ~a ~ ~'i ~~ :g ~~ O~ .., I ~~ B..J:;l ! !j ~~ ~tg ~ ! ilil5 ~~~ 'i ~~ ~l!! 83 9 l5J. ~~ ~~~ ~ ~~ ~5 ii5l5 g ~~ ... 0 1II F' ll.!j lIIo: "5 c ~~ ~~ ~~i1l Z Ii; ~g !d~ ~ ~2l ...... lII~lf g Go: ~~ -' N <'l !Xl 8 II'> II'> I NtO ~8 ~g 1n ~~;;;7J. ~ .., IONr-- r-- to.". !Xl ..- a:J 0 co I .., I ~8:gr--~68 ~~~-;'f'~,? . co u.....g...!._ ~~E'....,~..-a :I: ~~ ~~~.~ 0~~~~~o ::>a....Ia.LL.LL.Z ~ ~ f/) W CC ::> (/) o ..J o Z W Z W W 0: o rn ~~ i; !~ ~~ ...I -< w Vl ~ OF ~