|
<br />2.'_ __ BEAM SEE TABLE 4
<br />
<br />OVERHANG VARIES -.f.
<br />2'-0. MAX.
<br />
<br />-r
<br />
<br />II -H-
<br />
<br />3-'/2. SlAI3 ON
<br />GRADE OR RA,SED
<br />fOOTING
<br />
<br />WAX.
<br />U~J 1., 2.
<br />
<br />VARIES NO ~AX, ELEV. va OR ON GRADE
<br />
<br />J
<br />,
<br />
<br />TYPICAL GLASS ROOM WITH SOUD ROOF. TYPICAL FRONT ViEW FRAMING
<br />. (HEIGHT Of UPRIGHT IS ~EASURED FROM
<br />TOP Of 1.,2. PLATE TO BOTTOM Of 'HALL BEAM)
<br />I
<br />
<br />2..._ BEA". AND COLU~NS
<br />MAX. COLU~NS. SPACING
<br />SEE TABLES
<br />
<br />
<br />w
<br />a::
<br />a
<br />u
<br />::l
<br />~
<br />VI
<br />tJ
<br />Z
<br />r=
<br />VI
<br />;c
<br />w
<br />
<br />O.H.~ W/2 r '14/2
<br />ALUMINUM PANEL COVER -----I I
<br />
<br />.'if' V ARIE S
<br />
<br />nPlCAL GlASS ROOM
<br />
<br />NOTES:
<br />1. ANCHOR ,. . 2" OPEN BACK EXTRUSlON WITH TAPCON 1/4. . 2-1/4. LENGTH
<br />OR EQUAL MAX. Of 2'-0. D.C.
<br />ANCHOR TO WAll. WITH 1-1/2" ,'0 Sl.IS 'N1TH WASl-1ERS 2'-0. O.c. S?ACING
<br />ANCHOR BEAM ANO COLUMN KNEE BEAM WITH ANCHOR CUPS AND ,,0 SCREWS
<br />AND WASHE.~S
<br />2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3- I /2. CONCRETE.
<br />3. stLECT FRONT WAll B€AM ,,"ROY TABLE USING LARGtR .A. VALUE OF
<br />W/2 OR W/2 + O.H.
<br />4. .W- IS CLEAR DISTANCE FROU HOST STRUCnJRE TO FRONT WALL BEAAl
<br />
<br />MIN. 2".2".0.044" (TYPICAL)
<br />
<br />SOUD COVER
<br />
<br />VA~JES
<br />
<br />Sl-lEETING BOTH SIDES
<br />1- I /2. . 2"
<br />
<br />1oIAX. WIDTH ~.
<br />ROOGH OPE-'lING
<br />
<br />VARIES
<br />
<br />t'1t'
<br />
<br />VA~IES
<br />
<br />SlAB 3-1/2. MIN.
<br />(SEE DET AlL)
<br />
<br />nPlCAL GlASS ROOM WALL
<br />
<br />WINDOW FRAMING CAN ATTACH
<br />DIRECTl '( TO HEADER
<br />
<br />CONVENTIONAL FRAMING OR
<br />ALUMINUM COVER S'fSTElA
<br />Sl-iEEnNG B0111 SIDES
<br />
<br />GLASS WINDOW INSTALLED PER
<br />MANUf ACnJRERS S?ECIFlCA TlONS
<br />
<br />"--
<br />~
<br />
<br />SOUD ROOf
<br />
<br />,a.l/2. SMS 0 16. O.C.
<br />IN ALUMINUM Sl-lEETING
<br />
<br />AlUMINUU Sl-lEETlNG OR VlN'Tt. ________
<br />
<br />nPlCAL SECTION GlASS ROOM
<br />
<br />OPTIONAL CONCRETE CAP
<br />BLOCK OR BRICK
<br />
<br />ANCHOR ALUMINUM FRAME
<br />_____ TO WALL OR SlAB Wl111
<br />'/4. . 2-1/2. TAPCON OR
<br />____ EOUAl 6. TAP CON OR EOUAl
<br />
<br />e. . e. . 16. BLOCK WALL
<br />DECK OR
<br />GROUND LVI...
<br />
<br />(1) '4 BAR 0 CORNERS AND
<br />+-- . 4'-0. O.c. FILL CELLS AND
<br />e. . '. KNOCI< OUT BLOCK TOP
<br />+--' . ''- COURSE WI TH 3000 PSI
<br />1 1 "'" PEA ROCK CONCRETE
<br />
<br />, 2. (2) '4 BARS MIN. 2- 1/2.
<br />Ofr GROUND
<br />
<br />
<br />(I) '4 BAR CONTINUOUS
<br />
<br />MAXIMUM DifFERENTIAL IN
<br />SOIL HEIGHT
<br />
<br />'2.
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENClOSURES
<br />
<br />EDGE BEAM
<br />
<br />
<br />FRONT AND SIDE BOTTOM RAILS
<br />A TTACHe:D TO CONCRETE 'MTH
<br />1/4. . 2-'/4. MASONRY QUICI< SET
<br />o s. FROY EACH POST AND 24.
<br />O.C. MAX. AND WALLS A MIN. ,.
<br />FROM EDGE OF CONCRETE
<br />
<br />1.~2.,O.044. OPEN BACK
<br />ATTACHED TO fRONT POST
<br />WITH "0 . 2. SMS MAX.
<br />6. ""ROY EACH PURLIN
<br />AND 24. O.C.
<br />
<br />SIDE WALL HEADER ATTACHED TO
<br />I. ~ 2. ~ 0,044. OR BETTER WITH
<br />~IN. (2) 1'0 ~ 1-1/2. SMS
<br />
<br />SIDE WALL PURliNS ATTACHED TO
<br />1. , 2. , 0,044. OPEN BACK
<br />'H/ ....IN. (2) 1'0 . 1-1/2. SMS
<br />IN SCREW BOSSES
<br />
<br />FRONT 'HALL PURUN
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />(4) 1/4. . 4. LAG BOlTS
<br />W/ 1-1/4. ""ENDER WASHERS
<br />PER .... PANEL ACROSS THE
<br />FRONT AND 24. O.C. ALONG
<br />SIDES (WAll<-ON)
<br />
<br />
<br />ALUMINlJM COVER OR
<br />03" STRUCnJRAL iNSULA TEO
<br />ALUMINUM
<br />
<br />HEADER ATTACHED TO POST
<br />w/ MIN. (2) "0 . 1-'/2.
<br />/ _______ IN SCREW BOSSES
<br />
<br />2. . 2. OR 2. II 3. HOlLOW 0: 2..2", 2"~3". OR 3"~2.
<br />SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES
<br />
<br />s.'~: ~ ,,"OR SNAP EXTRUSJONS
<br />~Al~ RAIL 1'ND KlCK PLATE ,- ~ CHAIR RAlL ATTACHED TO
<br />2 .2 ~O.044 HOLLOW RAIL POST WI MIN. (2) 18 . I -I /2.
<br />~ Sl.IS iN SCREW BOSSES
<br />POST ATTACHED TO BOTT9f.! ______, , I. . 2. . 0.044. OPEN BACK
<br />W/ MIN. (3) "0 . 1-1/2 BOTTOf.! RAIL
<br />IN SCREW BOSSES
<br />
<br />1/4. . 2-1/.. IolASQNRY ~. ~ , ~ ..
<br />ANCHOR 0 6. fROM EACH ~
<br />POST AND 24. O,C. MAX, ,
<br />nPlCAL UPRIGHT DETAIL
<br />
<br />
<br />ANCHOR I. II 2" ~O.Q44. PLATE
<br />TO CONCRETE Wl111 1/4. . 2-1/2.
<br />CONCRETE ANCHORS WITHIN 6. Of
<br />EACH SIDE Of EACH POST 0 24.
<br />O.C. MAX, OR THROUGH ANGLE 0
<br />24. D.C. MAX,
<br />
<br />MIN. 3-1/2. SLAB 2500 PSI CONe.
<br />SxS-10.10 W.W.M. OR FISER ~ESH
<br />
<br />2. . __ EXTRUSION PER TABLE
<br />
<br />(03) "0 . ," SMS iNTO SCREW SlOTS
<br />I. . 2. EXTRUSION
<br />/ 1-1/e. follN. IN CONCRETE
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />2" . 2" OR 2" II J" OR 2. 5MB POST
<br />ANCHOR I. II 2. ~0.044. PLATE
<br />TO CONCRETE WITH 1/4. x 2-1/2"
<br />CONCRETE ANCHORS WITHIN s. Of
<br />EACH SIDE Of EACH POST 0 24.
<br />O.C. MAX, OR 111ROUGH ANGLE 0
<br />24. O.c. f.!AX.
<br />MIN. 3-1/2. SLAB 2500 PSI CONC.
<br />6xS-1Q.10 W,W.M. OR FIBER folESH
<br />
<br />/ 2. . 2. . I/S. ANGLE EACH SIDE
<br />ATTACH TO POST AND CONCRETE
<br />AT LOAD BEARING WALL 'N1111
<br />(2) "0 . 1/2" SMS EACH SIDE
<br />
<br />," . 2" EXTRUSION
<br />
<br />i 1-1/e. MIN. IN CONCRETE
<br />
<br />
<br />ALTERNATE POST TO SEAM AND PLATE TO CONCRETE DETA1L
<br />
<br />
<br />0.75. 10.0145. ALWMINWM COVER PAN OR CONTiNUOUS
<br />t t RIGID iNSULATION
<br />
<br />>-~
<br />H ~ #e . 5/e. CORROSiON RESISTIVE
<br />+-- WASl-iER HEADED SCREWS 0 24.
<br />L I O.C. ALTERNATE #8 . 5/e. SMS
<br />12. ~ W/ 1/2. DIAMETER WASHER.
<br />
<br />TYPICAL PANEL
<br />
<br />NOTES;
<br />1. INSTALL RIClD rOAM iNSULA nON INTO ALUMINUf.! ROOf PAN.
<br />2. COVER INSULATION Wl111 0.0145. PROTECTOR PANEL 'N1TH OVERLAPPING SEAMS.
<br />3. iNS1.ILATlON PANEL SHALL BE CLOSED WlT11 ALUMINUM END CAP TO SECURE PLACEMENT
<br />AND TO DISCOURAGE THE NESTiNG OF WlLDUfE AND OR iNSECTS.
<br />4. PROTECTOR PANEL WILL BE SC:CURED BY #8 . 5/e. CORROSION RESISTIIJ( WASHER
<br />HEAOED SCREWS.
<br />5. SCREW PATTERN WILL SE 12. ON ALL PERi~ETERS AND 24. O.C. FIELD ON EACH PANEL
<br />6. ALUMINUM END CAP WILL BE ATTACHED E1111 (3) #8 lC 1/2' CORROSION RESISTIVE WASHER
<br />HEADED SCREWS.
<br />7. SEAL ALL SCREW HEADS '...,111 CAULKING.
<br />
<br />PAN OR COMPOSITE PANELS.
<br />/ USe: CORROSION RESISTIve: SCREws. PANS
<br />ANCHORED wi #811 1/2" 0 (3) PER PAN INTO
<br />~ RECEIVING CHANNEL AND (I) ,10 . 1/2" 0
<br />RIDGE CAP CONNECTION TO RECEIVING
<br />CHANNEL COt.lPOSlTE PANELS USE
<br />]'/4.11 1+1/2. WITH 1/4" WASHERS SCREW
<br />__ _ _ T11ROUGH RECEIVING CHANNEL FROM TOP
<br />OR #8 II 9/1S. Te:l< SCREWS SPACED 0
<br />CONNECTION REQUiRED '- e" O.C. BOTH SIDES. CAUU< ALL CONNECTIONS
<br />(SEE OET AlL) --..........
<br />EXTRUDED OR BREAKMETAL HEADER
<br />EOUAL TO PAN THICKNESS
<br />
<br />ANCHORS DETE.'<MINEO
<br />BASED ON HOST
<br />STRUCnJRE
<br />
<br />HOST STRUCnJRE
<br />FASOA
<br />
<br />A."ICHORS DETERMINED
<br />BASED ON HOST
<br />STRUCnJRE
<br />
<br />PAN OR COMPOSITe: PANELS.
<br />/ use: CORROSION RESISTIVE SCREws. PANS
<br />ANCHORED W/ ,811 1/2. 0 (3) PER PAN INTO
<br />RECEIVING CHANNEL AND (1) " 0 . 1/2" 0
<br />RIOe€: CAP CONNECTION TO REC(JVlNG
<br />CHANNEL COMPOSITE PANELS USE
<br />1/4". t+l/2" WITH 1/4" WASl-iERS SCREW
<br />THROUGH RECEIVING CHANNEL FROM TOP
<br />OR #8 . 9/15. TEl< SCREWS SPACED 0
<br />e' O.e. BOTl1 SIDES. CAUU< ALL CONNECTIONS
<br />EXTRUDED OR BREAKMETAL HEADER
<br />EQUAL TO PAN 111ICKNESS
<br />
<br />HOST STRUCruRE WALL
<br />
<br />
<br />CONNECTION REQUIRED
<br />(SEE DET AlL)
<br />
<br />CONNECTION TO HOST STRUCl1JRE
<br />
<br />NOTE: NO FOOnNG REQUIRED EXCEPT 'MiEN ADDRESSiNG EROSION
<br />2'-0. I.4IN.
<br />BEFORE SlOPE I.4IN 2500 PSI CONCRETE WITH S,S-10.10 W,W.M.
<br />I OR FISER MESH TYPICAL
<br />
<br />3-1/2" I - __ _ J (I) 15 BAR CaNT. L_(I) ,. BAR CONT.
<br />
<br />~ .e.~.... --- ~'2. ,," --
<br />
<br />NOTE: ,,"lSER MESH CONCRETE DOES 'e" . .
<br />NOT REQUIRE WIRE ~ESl-l e
<br />Fl.A T SLOPE / NO FOOTING MODERA TE SlOPE FOOTING STEEP SlOPE FOOTING
<br />o - 2./12. 2./12. - 1'-10' > 1'-10'
<br />
<br />SlAB DETAILS ADDRESS1NG EROSlON
<br />
<br />AlIJM1NUM ATTACHMENT
<br />
<br />/ 3-1/2. CONCRETe: SlAB Sx6
<br />'H.-N.f, OR FIBER f.4ESl-l CONCRETE
<br />
<br />
<br />3- 1 /2. MIN.
<br />
<br />,
<br />~.
<br />VlS~E VAPOR BARRIER UNDER SlABS
<br />HAVI~,:STRUCilJRES ABOVE
<br />
<br />w(LL COMPACTED CtEAN FILL OVER SACRIfiCED
<br />NA nJRAL SOIL 90~ RELATIVE DENSITY
<br />
<br />CONC. FILLED SLOCK STEM WALL 8x8.1S CMU
<br />6.~' 2. CONC. FOOTING Wl111 (1) 15 CONT,
<br />LOCA TE ON UND,SilJRSED NA nJRAl SOIL
<br />(1) #5 VERT. 0 CORNERS AND 0 10'-0. O.C.
<br />
<br />RAISED PATIO FOOTING
<br />
<br />VARIES
<br />3.
<br />1 ~. ~ .
<br />, ,
<br />
<br />} '2.}
<br />
<br />JOB NAME: L e i1;'^ -.r /'f? 5
<br />/':t -5 c 0
<br />
<br />ADORESS:
<br />
<br />DRAWlNC ,,"OR ONE PERMIT ONL'"
<br />
<br />.;; ~
<br />....
<br />~~ ~j
<br />0"
<br />iIIz ~'"
<br />.1 o~ ..,
<br />a10
<br />.. ..
<br />....d e..J~ ~
<br />~...
<br /> ..0, 8
<br />f.... ~h
<br />O~ ~~e u
<br />Jii5 "
<br />~~ z
<br />"'''' ,,~o <;
<br />~~ ~
<br />ilI~ ~ ~
<br />i! --
<br />~~i5 .
<br />!
<br />"'.... o"! =
<br />~'" .
<br />~~.J\ z
<br />,)\~ ~gs .
<br />~.. :;;~f is
<br />n aI
<br />-" '"
<br />
<br />cc
<br />o
<br />o
<br />111
<br />I
<br />~8
<br />~ ~~;;
<br />~ "'10
<br />,,"
<br />~8~~~
<br />....-o'C to
<br />,,10 0 ",,",i'
<br />O~;;:;;.....
<br />. ",.
<br />~a~~g
<br />J:CJ.ao-
<br />. ." g x
<br />"!qs.c<
<br />::la.....Ja..u.
<br />
<br />~
<br />"I.IJ"II
<br />
<br />(I)
<br />-J
<br />o -J
<br />Z e(
<br />e((I)~
<br />(1)20'
<br />20::;1
<br />000
<br />o a: (I)
<br />a: (I) a:
<br />z(l)O
<br />we(
<br />w-Jz
<br />a:"w
<br />o W
<br />(I) a:
<br />o
<br />(I)
<br />
<br />~~
<br />f~
<br />19
<br />~~
<br />
<br />5
<br />t1ti2
<br />
<br />Sl-1EET I
<br />
<br />q
<br />
<br />OF
<br />
|