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<br />
<br />2".
<br />
<br />BEAM SEE TABLE .
<br />
<br />~ ; ';.
<br />OVERHANG VARIES +
<br />2'-0" MAX.
<br />
<br />-r
<br />
<br />. -H-
<br />
<br />)- I /2" SLAB ON
<br />GRADE OR RAISED
<br />fOOTING
<br />
<br />\tAX.
<br />UPRIGHT 1". 2"
<br />LENC TH .
<br />VARIES NO MAX. ElEV. SlAB OR ON GRADE
<br />
<br />! TYPICAL GLASS ROOM WlT11 SOUO ROOF. TYPICAL fRONT V1E'N fRAMING
<br />o (HEIGHT Of UPRlCHf is MEASURED fROM
<br />TO? Of l"d" ?LA T"E TO BOTTOI.4 Of' WALL 8EAI.4)
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<br />2""'__ BEAM AND COLUMNS
<br />1.4AX. COLUMNS. SPACING
<br />SEE TABLES
<br />
<br />"w" VARIES
<br />
<br />TYPICAL GlASS ROOM
<br />
<br />NOTES:
<br />I. ANCHOR I" lC 2" OPEN BACK EXTRUSlON WlT11 TAPCON 1/4" lC 2-1/4" LENGT11
<br />OR EQUAL '-lAX. Of' 2'-0" O.C.
<br />ANCHOR TO WALL WlT11 1-1/2" #10 S!.IS Wlll-i WASHERS 2'-0" O.e. SPACING
<br />ANCHOR BEAM' AND COLU'-IN KNEE BEAM Wlll-i ANa-tOR CUPS AND '10 SCREWS
<br />AND WASHERS
<br />2. 1.4 IN, SlAB THICKNESS FOR SlAB ON GRADE IS )-1/2" CONCRET"E.
<br />). SELECT FRONT WALL BEAM fROY TABLE USlNG LARCER "A" VALUE Of
<br />W/2 OR W/2 + O.H.
<br />4. "W" IS CLEAR DISTANce: FROY HOST STRUCTURE TO FRONT WALL 8EAM
<br />
<br />MIN. 2".2".0.044" (TYPICAL)
<br />
<br />SOLID COYER
<br />
<br />V~ES
<br />
<br />SHEETING BOTH SlOES
<br />1-1/2" lC 2"
<br />
<br />
<br />MAX. WID TH 5.)"
<br />ROUGi OPE.'IING
<br />
<br />VARIES
<br />
<br />tIt
<br />
<br />VA~ES
<br />
<br />SlAB 3- 1 /2" I.4IN.
<br />(SEE DETAIL)
<br />
<br />TYPICAL GlASS ROOM WAlL
<br />
<br />WINDOW FRAMING CAN ATTACH
<br />DIRECTl Y TO HEADER
<br />
<br />~
<br />~
<br />
<br />SOLID ROOF'
<br />
<br />CONVENTlONAL fRAMING OR
<br />ALUI.4INUI.4 COVER SYSTEM
<br />SHEETING BOT11 SIDES
<br />
<br />GLASS WINDOW INSTALLED PER
<br />'-IANUf' ACTURERS SPEClFlCA noNS
<br />
<br />~lCl/2" SMS 0 115" D.C.
<br />IN ALUMINUM SHEETING
<br />
<br />ALUMINUM SHEETING OR V1NYl _______
<br />
<br />TYPICAL SECTION GlASS ROOM
<br />
<br />OPTIONAL. CONCRETE CAP
<br />BlOO< OR BRICK
<br />
<br />ANCHOR ALUMINUY fRAME
<br />___ TO WALL OR SlAB WlT11
<br />1/4" lC 2-1/2" TAPCON OR
<br />____ EQUAL 15" TAPCON OR EQUAL
<br />
<br />a" lC a" lC 115" BLOCK WALL
<br />DECK DR
<br />GROUND L Vl.
<br />
<br />. (1) '4 BAR 0 CORNERS AND
<br />+-- . 4'_0" D.C. fiLL ce:US AND
<br />a" 0 eo KNOCK OUT BLOCK TO?
<br />+--" " e '- COURSE WI T11 JOOO PSI
<br />1 1"'" PEA ROCK CONCRETE
<br />
<br />12" (2) '4 BARS f.4IN, 2-1/2"
<br />OFF GROUND
<br />
<br />
<br />(1) '4 BAR CONTINUOUS
<br />
<br />MAXiMUM DIFFERENTIAL IN
<br />SOIL HEIGHT
<br />
<br />12"
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENClOSURES
<br />
<br />EDCE BEAM
<br />
<br />
<br />fRONT AND SlOE BOTTOM RAilS
<br />A TT Aa-tED TO CONCRETE WlT11
<br />1/4" lC 2-1/." MASONRY QUICK SET
<br />o 6" fROM EACH POST AND 24"
<br />O,C. MAX. AND WALLS A 1.411'04, 1"
<br />fROM EDGE Of CONCRETE
<br />
<br />1".2".0.044" OPEN BACK
<br />ATTACHED TO fRONT POST
<br />WI T11 '10 . 2" SMS MAX.
<br />6" fRCM EAa-t PvRUN
<br />AND 24" O,C.
<br />
<br />SlOE WALL HEADER ATTACHED TO
<br />1" . 2" . 0,044' OR BETTER WlT11
<br />MIN. (2) ,10 . 1-1/2" SMS
<br />
<br />SIDENALL PURliNS ATTACHED TO
<br />I' . 2' lC 0,044" OPEN BACK
<br />w/ MIN, (2) '10 . 1-1/2" SMS
<br />IN SCREw BOSSES
<br />
<br />fRONT WALL PURLIN
<br />
<br />TYPICAL CORNER DETAJL
<br />
<br />(.) 1/4" . 4" LAG BOLTS
<br />w/ 1-1/4" fENDER WASHERS
<br />PER .' PANEL ACROSS T11E
<br />FRONT AND 24" O.e. ALONG
<br />SIDES (WAU<-ON)
<br />
<br />
<br />ALUMINUM COVER OR
<br />3" STRUCNRAL iNSULA TED
<br />ALUMINUM
<br />
<br />HEADER ATTACHED TO POST
<br />w/ MIN. (2) 110 lC 1-1/2"
<br />/ iN SCREW BOSSES
<br />
<br />2" lC 2" OR 2" lC 3" HOlLOW 0:---- 2"x2", 2".)", OR 3"x2"
<br />SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES
<br />
<br />~ ~ . : - ~ fOR s.~AP EXTRUSIONS
<br />~AI~ RAIL "AND KlCK PLATE ,- ~ a-tAJR RAIL ATTACHED TO
<br />2 x2 xO.044 HOLLOW RAIL POST 'N/ 1.111'04. (2) ,8 X '-1/2"
<br />~ SMS iN SCREW BOSSES
<br />POST ATTACHED TO BOTT9M _____. 1" X 2" lC 0.044" OPEN BACK
<br />w/ MIN. (3) #10 X 1-1/2 L 80TTOM RAIL
<br />IN SCREW BOSSES 7
<br />
<br />1/." lC 2-1/4" MASONRY ",". "'- ..
<br />ANCHOR 0 S" FRel.! EACH "
<br />POST AND 24. O.e. MAX.
<br />TYPICAL UPRIGHT DETAJL
<br />
<br />
<br />ANCHOR 1" lC 2" xO.044" PLATE
<br />TO CONCqET"E WlT11 1/4" lC 2-1/2"
<br />CONCRET"E ANCHORS WlT11IN S" OF'
<br />EAa-t SIDE OF' EAa-t POST 0 24"
<br />O.C. I.4AX. OR T11ROUCH ANGLE 0
<br />24' O.C. MAX.
<br />
<br />I.IIN. 3-1/2" SLAB 2500 PSI CONe.
<br />6x6-10xl0 W.W.M. OR fiBER MESH
<br />
<br />2" lC __ EXTRUSION PER TABLE
<br />
<br />(3) (10 X ," SMS INTO SCREW SlOTS
<br />," lC 2" EXTRUSION
<br />/ 1-1/a" I.IIN, iN CONCRETE
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />2" lC 2" OR 2" ~ 3" OR 2" S),4B POST
<br />ANCHOR I" lC 2" :cO.044" PLATE
<br />TO CONCRETE WITH 1/4" lC 2-1/2"
<br />CONCRET"E ANCHORS WlT11IN 6" OF'
<br />EACH SIDE OF' EAa-t POST 0 2."
<br />O.C. MAX. OR T11ROUQi ANGLE 0
<br />24" O.C. MAX.
<br />'-IIN. 3- I /2" SLAB 2500 PSI CONC.
<br />6x6-10x10 W,W.I.I. OR FIBER MESH
<br />
<br />2" . 2" lC 1/S" ANGLE EACH SIDE
<br />/ ATTACH TO POST AND CONCRET"E
<br />A T LOAD BEARING WALL Wlll-i
<br />(2) 110 . 1/2" SMS EACH SIDE
<br />
<br />/ I" ~ 2" EXTRUSION
<br />
<br />1-1/a" '-4IN, iN CONCRETE
<br />
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />
<br />0, 75" J 0.0145" ALUMINUM COVER PAN OR CONTINUOUS
<br />t t RIGID iNSULATION
<br />
<br />~~
<br />H ~ ,8 lC s/S" CORROSION RESISTIVE
<br />+-- WASHER HEADED SCRE''''-;; 0 24"
<br />L I O.C. ALTERNATE ,a lC s/a" SMS
<br />12" -.J. w/ '/2" DIAMETER WASHER.
<br />
<br />T'l'?ICAL PANEl
<br />
<br />NOTES:
<br />I. INSTALL RlGlO fOAM iNSULATION INTO ALLI.IINUM ROOF' PA."l,
<br />2. COVER iN$lJLA TlON 'MT11 0.0145" PROTECTOR PANEL WITH OVERLAPPING SEAMS.
<br />3. iNSULATlON PANEL SHALL BE CLOSED Wlll-i ALUMINUM END CAP TO SECURE PLACEMENT
<br />AND TO DISCOuRAGE TI-iE NESTING Of' WlLDUFE AND OR iNSECTS.
<br />4, PROTECTOR PA....ELHlLL BE SECURED BY ,8 x 5/8" CORROSlON RESISTIVE WASHER
<br />HEADED SCREWS.
<br />5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O,C. FlELD ON EACli PANEL.
<br />6, ALUMINUM END CAP 'HILL BE ATTACHED EIll-i (3) ,8 lC 1/2" CORROSION RESISTIVE WASHER
<br />HEADED SCRE'NS.
<br />7, SEAL ALL SCHE'N HEADS 'MT11 CAULKING.
<br />
<br />PAN OR COMPOSITE PANELS.
<br />/ USE CORROSION RESISTIVE SCREWS. PANS
<br />ANCHORED w/ ,8~ 1/2" 0 (3) PER PAN INTO
<br />~ RECElVlNG a-tANNEL AND (1) '10 lC 1/2" 0
<br />RIDGE CAP CONNECTION TO RECEIViNG
<br />a-tANNEL COMPOSlT"E PANELS USE
<br />]'/4"X l+I/2" Wlll-i 1/4" WASHERS SCREW
<br />__ _ _ THROUGH RECEIVING a-tANNEL FROI.4 TO?
<br />OR ,8 lC 9/115" T"EK SCREWS SPAce:D 0
<br />CONNECTlON REQUIRED ""'-- a" O,C. BOT11 SIDES. CAUU< ALL CONNECTIONS
<br />(SEE DETAIL) ~
<br />EXTRUDED OR 8REAKMETAL HEADER
<br />EQUAL TO PAN T11ICKNESS
<br />
<br />ANCHORS DETERMINED
<br />BASED ON HOST
<br />STRUCTURE
<br />
<br />HOST STRUCNRE
<br />FASCIA
<br />
<br />ANCHORS DETERMINED
<br />BASED ON HOST
<br />STRUCTURE
<br />
<br />PAN OR COM?OSlT"E PANELS.
<br />/ use: CORROSION RESISTIVE SCREws. PANS
<br />ANa-tORED wi ,8x 1/2" 0 (3) PER PAN INTO
<br />RECEIVING a-tANNEL AND (1) ,'0 x 1/2" 0
<br />RIDGE CAP CONNECTION TO RECEIViNG
<br />a-tANNEL COMPOSITE PANELS USE
<br />1/4"lC l+I/2" WlT11 1/4. WASHERS SCREW
<br />THROUCH REce:1VlNG CHANNEL fROI.4 TO?
<br />OR ,a lC 9/1S" TEl< SCREWS SPACED 0
<br />a" O.C. 80TH SlOES. CAUU< ALL CONNECTIONS
<br />EXTRUDED OR BREAKMETAL HEADER
<br />EQUAL TO PAN T11ICKNESS
<br />
<br />HOST STRUCNRE WALL
<br />
<br />
<br />CONNECTlON REQUIRED
<br />(SEE DE TAIL)
<br />
<br />CONNECTION TO HOST STRUCTURE
<br />
<br />NOTE; NO fOOTING REQUIRED EXCEPT 'M1EN ADDRESSING EROSION
<br />2' -0" I.IIN.
<br />8EF~ SlOPE MiN 2500 PSI CONCHET"E Wlll-i 6x6-10lCl0 W.W.I.I.
<br />I OR FlBER MESH TYPICAL
<br />
<br />/ . I - J (1) ,S BAR CONT. J . '-1) '4 BAR CONT'
<br />J-I 2 ~ "S"~ ~'2" ,,--
<br />
<br />NOTE: FIBER MESH CONCRETE DOES ~a" "a"
<br />NOT REQUIRE WIRE MESH
<br />FtA T SlOPE / NO fOOTING MODERATE SlOPE FOOTING STEE? SlOPE fOOTING
<br />o - 2"/12" 2"/12" - "-10' > 1'-10'
<br />
<br />SLAB DET AJLS ADDRESSING EROSlON
<br />
<br />AlLMINUI.l ATTACHMENT
<br />
<br />/ 3-1/2" CONCRETE SlAB I5xS
<br />W.W.F, OR FIBER MESH CONCRET"E
<br />
<br />r
<br />
<br />VARIES
<br />
<br />
<br />)-1/2" MIN.
<br />
<br />,
<br />~
<br />"'S~E VAPOR BARRIER UNDER SlABS
<br />HAVI~:STRUCNRES ABOVE .
<br />
<br />WELL COMPACTED CLEAN fiLL OVER SACRIFICED
<br />NA NRAL SOIL 90~ RELATIVE DENSITY
<br />
<br />CONe. FILLED BLOCK STEM WALL Sx8lC16 eMU
<br />6"x12" CONe. FOOTING 'MT11 (1) ,5 CONT.
<br />LOCA TE ON UNDISNRBED NATURAL SOIL
<br />(1) ,5 VERT. 0 CORNERS AND 010'-0" O.C.
<br />
<br />RAISED PATIO FOOTING
<br />
<br />3"
<br />
<br />1 ~ ~.
<br />. .
<br />
<br />.J.. 12" .J..
<br />
<br />JOB NAME: (~~~
<br />
<br />ADDRESS: / IL
<br />
<br />DRA WING FOR ONE PERMI T ONLY
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