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<br />2"~____ BEAM SEE TABLE 4
<br />
<br />OVERHANG VARIES -+-
<br />2'-0" MAX.
<br />
<br />-r
<br />
<br />3- 1 /2' SLAS ON
<br />GRADE OR RAISED
<br />FOOTING
<br />
<br />~AX.
<br />UPRI~T l'x 2'
<br />LENcrrl
<br />VARIES NO MAX. ELEV. SLAB OR ON GRADE
<br />
<br />. -H-
<br />
<br />TYPICAL GLASS ROOM 'MTH SOUD ROOF'. TYPICAL FRONT V1EH FRAMING
<br />. (HEIGHT OF UPRIGHT IS MEASURED FROM
<br />TOP OF 1"x2" PLATE TO BOTTOM OF' WALL BEAM)
<br />
<br />f H/2 r
<br />O'H'j
<br />ALUMINUM PANEL COVER _______
<br />
<br />
<br />w
<br />~
<br />.~
<br />u
<br />~
<br />a:
<br />>--
<br />VI
<br />()
<br />Z
<br />>=
<br />VI
<br />X
<br />w
<br />
<br />H/2
<br />
<br />2"x___ BEAM AND COLUMNS
<br />MAX. COLUMNS, SPACING
<br />SEE TASLES
<br />
<br />
<br />1 "~2"~O,040"
<br />
<br />"w" VARIES
<br />TYPICAL GlASS ROOM
<br />
<br />,~QTES:
<br />1, ANCHOR l' x 2' OPEN BACK EXTRUSION 'MTH TAPCON 1/4" x 2-1/4' LENGTH
<br />OR EOUALMAX. OF' 2'-0" O,C.
<br />ANCHOR TO WALL 'MTH 1 -1 /2" 110 SMS 'MTH WASHERS 2'-0' Q,C. SSACING
<br />ANCHOR BEAM AND COLUM,'< KNEE BEAM 'Mn~ ANC'nOR CUPS AND 110 SCRENS
<br />AND WASHERS
<br />2. MIN. SLAS THICKNESS FOR SLAS ON GRADE IS 3-1/2" CONCRETE,
<br />3. SELECT FRONT WALL BEAM FROM TASLE USj'<G LARGER "A' VALUE OF
<br />'.'1/2 OR W/2 + O,H.
<br />4. "w" IS CLEAR DISTANCE FROM HOST STRUCT\,;RE TO FRONT WALL BEAM
<br />
<br />MIN. 2"x2"~O.044' (TYPICAL)
<br />
<br />/" SOUD COVE,R
<br />
<br />VA~JES
<br />
<br />SHEETING BOTH SIDES
<br />1-1/2" ~ 2"
<br />
<br />
<br />MAX. WlO T1-t 5.:l'
<br />
<br />ROUCH OPENING
<br />
<br />VARIES
<br />
<br />2'l2'
<br />
<br />VA~IES
<br />
<br />SLAS 3-1/2" MIN.
<br />(SEE DETAIL)
<br />
<br />TYPICAL GLASS ROOM WALL
<br />
<br />'MNDOW FRAMING CAN ATTACH
<br />DIRECTL '( TO HEADER
<br />
<br />~
<br />~
<br />
<br />SOUD ROOF'
<br />
<br />CONVENTIONAL FRAMING OR
<br />ALL:MINUM COVER SYSTEM
<br />SHEETiNG BOTH SIDES
<br />
<br />GLASS 'MNDOW INSTALLED PER
<br />MANUF ACTURERS SPECIFICATIONS
<br />
<br />18x1/2' SMS 015" O.C.
<br />IN ALUMINL:M SHEETING
<br />
<br />ALUMINUM SHEETING OR V1NY1.. ________
<br />...
<br />
<br />TYPICAL SEC110N GLASS ROOM
<br />
<br />OPTIONAL CONCRETE CAP
<br />BLOCK OR BRICK
<br />
<br />(1) 14 BAR CONTINUOUS
<br />
<br />ANCHOR ALUMINL:M FRAME
<br />___ TO HALL OR SLAB '.'11TH
<br />1/4" ~ 2-1/2" TAPCON OR
<br />__________ EOUAL 5" TAPCON OR EQUAL
<br />
<br />S" x B" x 15" BLOCK WALL
<br />DECK OR
<br />GROUND L V1...
<br />" (1) 14 BAR 0 CORNERS AND
<br />i--'; 4'-0" O,C. FILL CELLS AND
<br />B" .. KNOCK OUT BLOCK TOP
<br />'" COURSE 'NlTH 3000 PSI
<br />~ PEA ROCK CONCRETE
<br />
<br />i--1 1~' '1 (2) 14 BARS MIN. 2-1/2'
<br />OFF GROUND
<br />
<br />~
<br />
<br />i--
<br />
<br />.'
<br />
<br />MAXiML:M DIFFERENTIAL IN
<br />SOIL HEIGHT
<br />
<br />12"
<br />
<br />KNEE WALL F0011NG FOR SCREENED ENCLOSURES
<br />
<br />EDGE BEAM
<br />
<br />
<br />FRONT AND SIDE BOTTOM RAILS
<br />A TTACHED TO CONCRETE 'MTH
<br />1/4" ~ 2-1/4' MASONR'( QUICK SET
<br />o 5" FRCM EACH POST A.'-ID 24"
<br />O.C, MAX. AND HALLS A MIN, 1"
<br />FROM EDGE OF' CONCRETE
<br />
<br />1'~2'xO,044' OPEN BACK
<br />ATTACHED TO FRONT POST
<br />'NlTH #10 x 2" SMS MAX.
<br />5" FROM EACH PURUN
<br />AND 24' O.C,
<br />
<br />SIDE WALL HEADER ATTACHED TO
<br />l' x 2" ~ 0.044' OR BETTER 'NlTH
<br />MIN. (2) 110 x 1-1/2' SMS
<br />
<br />SIDE HAL,- PURLiNS ATTACHED TO
<br />l' ~ 2" . 0,044' OPEN BACK
<br />wi MiN, (2) #10 x 1-1/2' SMS
<br />iN SCREW BOSSES
<br />
<br />FRONT WALL PURUN
<br />
<br />TYPICAL CORNER DETAJL
<br />
<br />(4) 1/4" x 4' LAG BOLTS
<br />W/ 1-1/4" FENDER WASHERS
<br />PER ~' PANEL ACROSS THE
<br />FRONT AND 2~" O.C. ALONG
<br />SIDES (WAL<-ON)
<br />
<br />
<br />AL\..:MINL:!ooI COVER OR
<br />J" STRUCTURAL INSULA TED
<br />AL'.JMiNUM
<br />
<br />HEADER ATTACHED TO POST
<br />WI MIN. (2) #10 x 1-1/2"
<br />/ ________ iN SCRE\'i BOSSES
<br />
<br />2" x 2" OR 2" x 3" HOlLOW ~p ~~~r6/s1;' S~~,t;;;LES
<br />SEE SPAN TABLE HEADER -
<br />
<br />F~ SNAP EXTRUSIONS
<br />C~AI~ RAIL !,ND KICK PLATE CHAIR RAIL ATTACHED TO
<br />2 ~2 ~O,044 HOLLOW RAIL POST WI MIN. (2) 18 x 1-1/2"
<br />~ SI<S IN SCREW BOSSES
<br />POST ATTACHED TO BOTT~M ______ ," x 2' x 0,044' OPE,'-I BACK
<br />W/ MIN, (3) #10 x 1-1/2 _ ___ BOTTCM RAIL
<br />IN SCREW BOSSES
<br />
<br />1/4" ~ 2-1/4" MASONR'( ~: ~ ~ ~
<br />ANCHOR 0 5' FRCM EACH ~ ~
<br />POST AND 24' O,C. MAX.
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />
<br />{
<br />
<br />ANCHOR 1" x 2" xO.044" PLATE
<br />TO CONCRETE \'11TH 1/4" x 2-1/2'
<br />CONCRETE ANCHORS \'I1THiN 5" CF'
<br />EACH SIDE OF EACH POST 0 24"
<br />O,C. MAX. OR THROUGH ANGLE 0
<br />24' 0,0. MAX.
<br />
<br />2" x ___ EXTRUSION PER TABLE
<br />
<br />(3) 110 x 1" SMS INTO SCREw SlOTS
<br />1" x 2" EXTRUSION
<br />1-1/8' MIN. iN CONCRETE
<br />
<br />MIN. 3-1/2' SLAB 2500 PSI CONC.
<br />5x6-1 0~1 0 W, H.M. OR FIBER MESH
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />2" x 2" OR 2" x 3" OR 2" 5MB POST
<br />ANCHOR l' x 2" ~O,044" PLATE
<br />TO CONCRETE 'NlTH 1/4" ~ 2-1/2'
<br />CONCRETE ANCHORS 'MTHIN 5" OF
<br />EACH SIDE OF EACH POST 0 2~"
<br />O,C. MAX. OR THROUGH A.'<GLE 0
<br />24' O,C, MAX.
<br />MIN, 3-1/2' SLAB 2500 PSI CONC.
<br />6~5-10~10 W.W.M. DR FIBER MESH
<br />
<br />2' ~ 2" ~ 1/B" ANGLE EACH SIDE
<br />/ ATTACH TO POST AND CONCRETE
<br />A T LOAD BEARING WALL 'NI TH
<br />(2) #1 0 ~ 1/2" SMS EACH SIDE
<br />
<br />/ l' x 2" EXTRUSION
<br />
<br />I... 1- 1 /S' MiN. IN CONCRETE
<br />
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAJL
<br />
<br />0.75" / 0,0145" ALL:MINI,,;M COVER PAN DR CONTINUOUS
<br />t t 1/ RICID INSULA TlON
<br />
<br />:-ffP~r'-----... 5/B" C,"""ON "95"'"
<br />
<br />+-- WASHER HEAOED SCREWS 0 24'
<br />L I O.C. ALTERNATE '8 x 5/8" SI.4S
<br />12" ~ wi 1/2" DIAMETER WASHER.
<br />
<br />TYPICAL PANEL
<br />
<br />NOTES:
<br />" INSTALL RIGID FOAM iNSULATION INTO ALUMINUM ROOF PAN.
<br />2. COVER INSl.JLA TlON \'11TH 0,0145" PROTECTOR PANEL MTH OVERLAPPING SEAMS.
<br />3. INSULATION PANEL SHALL BE ClOSED 'NlTH ALUMINL:M END CAP TO SECURE PLACEMENT
<br />AND TO DISCOURAGE THE NESTING OF' 'MLDLiFE AND OR INSECTS.
<br />4, PROTECTOR PANEL 'NlLL BE SECURED BY 18 x S/B" CORROSION RESISTIVE WASHER
<br />HEADED SCREWS.
<br />5, SCREN PAITERN \'I1LL BE 12" ON ALL PERIMETERS AND 24" O,C. FIELD ON EACH PANEL.
<br />5, ALUMINL:M END CAP 'NlLL BE ATTACHED EITH (3) 18 x 1/2" CORROSION RESISTIVE WASHER
<br />HEADED SCRE'NS.
<br />7. SEAL ALL SCREw HEADS 'NlTH CAULKiNG,
<br />
<br />ANCHORS DETERMINED PAN OR COMPOSITE PANELS.
<br />BASED ON HOST / USE CORROSION RESISTIVE SCRE'NS. PANS
<br />STRUCTURE ANCHORED W/ 68x 1/2" 0 (3) PER PAN INTO
<br />~RECEIV1NG CHANNEL AND (1) '10 x 1/2" 0
<br />RIDG€: CAP CONNECTION TO RECEIV1NG
<br />HOST STRUCTURE CHANNEL. COMPOSITE PANELS USE
<br />FASCIA 1/4"~ t+1/2" 'MTH 1/4" WASHERS SCREW
<br />THROUGH RECEIVING CHANNEL FROM TOP
<br />CONNECTION REQUIRED ............. O~ ,8 x 9/15" TEK SCROr., SPACED 0
<br />(SEE DETAIL) ~ S O,C. BOTH SIDES. CAULK ALL CONNECTIONS
<br />
<br />EXTRUDED OR BREAKMETAL HEADER
<br />EOUAL TO PAN THICKNESS
<br />
<br />HOST STRUCruRE WALL
<br />
<br />
<br />PAN OR COMPOSITE PANELS.
<br />USE CORROSION RESISTIVE SCREWS. PANS
<br />ANCHORED '11/ ,ex 1/2" 0 (3) PER PANIN,O
<br />RECEIV1NG CHANNEL AND (1) 110 x 1/2" 0
<br />RIDGE CAP CONNECTION TO RECEIV1NG
<br />CHA,NNEL, COMPOSITE PANELS USE
<br />1/4'x t+1/2' 'MTH 1/4" WASHERS SCREW
<br />THROUGH RECEIVING CHANNEL FRCM TOP
<br />OR #8 x 9/15" TEK SCREWS SPACED 0
<br />B" O,C, B0111 SIDES. CAULK ALL CONNECTIONS
<br />
<br />EXTRUDED OR BREAKMETAL HEADER
<br />EOUAL TO PAN THICKNESS
<br />
<br />ANCHORS DETE,RMINED
<br />BASED ON HOST
<br />STRUCruRE
<br />
<br />/
<br />
<br />CONNECTION ,REOUIRED
<br />(SEE DE TAIL)
<br />
<br />CONNECTION TO HOST STRUCTURE
<br />
<br />3-1/2"
<br />
<br />NOTE: NO FOOTING REQUIRED EXCEPT 'M-IE,'-I ADDRESSING EROSION
<br />2' -0" MIN.
<br />BEFORE SLOPE MIN 2500 PSI CONCRETE 'NlTH 6~5-10x10 W.W,M,
<br />OR FIBER MESH TYPICAL
<br />
<br />CONT,
<br />
<br />
<br />NOTE:
<br />
<br />FIBER MESH CONCRETE DOES
<br />NOT REQUIRE 'MRE MESH
<br />FLA T SlOPE / NO FOOTiNG MoomA TE
<br />o - 2'/12' 2"/12" - "-10'
<br />
<br />SlAB DETAILS ADDRESSING EROStON
<br />
<br />B"
<br />STEEP SLOPE FOOTiNG
<br />> 1'-10'
<br />
<br />AlL:MINL:M A TT ACl-iMEN T
<br />
<br />/ 3-1/2" CONCRETE SLAB 5x5
<br />W,N,F. OR FIBER MESH CONCRETE
<br />
<br />r
<br />
<br />VARiES
<br />
<br />
<br />3-' /2" MIN.
<br />
<br />VlSQUENE VAPOR BARRiER UNDER SLABS
<br />HAV1NG STRUCruRES ABOVE
<br />
<br />'NELL COMPACTED CLEAN Fill OVER SACRIFICED
<br />'<A ruRAL SOIL 90"" RELATIVE DENSITY
<br />
<br />CONC, FILLED BLOCK STEM HALL axBx15 CMU
<br />5"x12" CONC. FOOTiNG 'NlTH (1) ,5 CONT,
<br />LOCA TE ON UNDISruRSEO '-I A ruRAL SOIL
<br />(1) #5 VERT, 0 CORNERS AND 0 10'-0" O.C.
<br />
<br />RAISED PAllO F0011NG
<br />
<br />lci:'
<br />
<br />~ 12" ~
<br />
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<br />ADORESS:
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