|
<br />/
<br />
<br />OvtRHfNG VARIES 4-
<br />2'-0" folAJ(.
<br />
<br />.3-~. SlAB ON
<br />GADE OR RAISED
<br />F OTING
<br />
<br />2.'_~_ BEAM SEE TABLE 4
<br />
<br />~~
<br />'\
<br />-r \
<br />\
<br />
<br />. -H-
<br />
<br />\lAX.
<br />UPl<ICHT ,'x 2'
<br />Ij)jcn;
<br />VARIES NO MAX. ELEV. SLAB OR ON GRADE
<br />
<br />J
<br />,
<br />
<br />
<br />TYPICAL GLASS ROOfol 'MTH SOUD ROOF, TYPICAL FRONT VIEW FRAMING
<br />. (HEIGHT OF UPRIGHT IS MEASURED FROM
<br />TOP OF 1 'x2' PLATE TO BOTTOM OF HALL BEAM)
<br />
<br />
<br />N/2 ~ ~
<br />
<br />U
<br />::l
<br />a::
<br />....
<br /><II
<br />\J
<br />Z
<br />.=
<br /><II
<br />X
<br />UJ
<br />
<br />D.H.~ W /2 r
<br />ALUYINUM PANEL COVER ------II
<br />
<br />
<br />2'''' Y BEAM AND COLUMNS
<br />folAX. COLUMNS. SP ACING
<br />SEE TABLE S
<br />
<br />NOTES;
<br />1. ANCHOR 1" x Z- OPEN BACK EXTRUSION Willi TAPCON 1/4" x Z-1/4' LENGlli
<br />OR EQUAL folAX. OF 2'-0- O.C.
<br />ANCHOR TO WALL Willi 1-1/2" '10 SMS 'Mlli WASHE.~S Z.-O- D.e. SPACiNG
<br />ANCHOR BEAM AND COLUMN KNEE BEAM Willi ANCHOR CUPS ANa #10 SCREWS
<br />AND WASHERS
<br />2. MIN. StAB THICKNESS FOR SLAB ON GRADE IS 3-1/2. CONCRETE..
<br />3. SELECT FRONT WALL BEAM FROM TABLE USING LARCE.~ 'A" VALUE OF
<br />W/2 OR W/2 +- O.H.
<br />4. V IS ClEAR DISTANCE FROM HOST STRUC1\JRE TO FRONT WALL BEA....
<br />
<br />Y1N. 2-x2-xO.0<<- (TYPICAL)
<br />
<br />SOUO COVER
<br />
<br />V~IES
<br />
<br />SI-H;::ETlNG BOlli SIDES
<br />1-1/2- ,.. Z-
<br />
<br />
<br />1oCAX.. 'MOTI-! 5.3'
<br />RQlJGH QF'E.'lING
<br />
<br />VARIES
<br />
<br />t'rt'
<br />
<br />V41ES
<br />
<br />StA8 3- I /2" f.lIN.
<br />(SEE DETAlL)
<br />
<br />TYPICAL GlASS ROOM WAlL
<br />
<br />'MNOOW FRAMING CAN ATTACH
<br />DIRfCn. Y TO HEADER
<br />
<br />CONVENTIONAL FR......ING OR
<br />ALUMINUM COVER SYSTEM
<br />Sl-iEETlNG BOlli SIDES
<br />
<br />~ SOlIO ROOF
<br />
<br />~
<br />
<br />------
<br />
<br />
<br />
<br />~/
<br />nON-G~M
<br />
<br />TYPICAL
<br />
<br />.
<br />.
<br />OPTIONAL CONCRE;:TE cAP. "
<br />BLOO< O~ BRlCl< .. ':'
<br />, \
<br />(I) '4 BJ:R CONTlI\IUOUS
<br />
<br />
<br />ANCHOR ALUMINUM FRAME
<br />___ TO WALL OR SLA8MTH
<br />. 1/4" x 2-1/Z' TAPCON OR
<br />. ;".' __________ EQUAL S' TAP CON OR EQUAL
<br />
<br />; 8- " 8' " 1S" BLOCKNALL
<br />DE ex OR
<br />GROUND L VL
<br />(1) '4 BAR 0 CORNERS AND
<br />~. . . 4' -a" C.C. FILL CEUS AND
<br />8' . KNOCK OUT BLOCK TOP
<br />, COURSE 'MTI-l .3000 PSI
<br />"'" PEA ROCK CONCRETE
<br />
<br />>--1',:"'1 (2) ,. 8ARS "". H/2"
<br />OFF GROUND
<br />
<br />_' I
<br />'.lAXlYL:M DIFFERENTIAL i~' " .1Z"
<br />SOIL HElGHT
<br />
<br />.. . . l ~ . .
<br />
<br />.. .
<br />.
<br />
<br />KNEE WALL F0011NG FOR SCREENED ENClOSURES
<br />
<br />
<br />EDGE BEAM
<br />
<br />
<br />FRONT AND SIDE BOTTO'" RAILS
<br />ATTACl"ED TO CONCRETE 'MTI1
<br />1/4" x 2-1/4" MASONRY QUICK SET
<br />o S" FROtA EAa-l POST ANO 24'
<br />O.C. folAX. ANO 'NALLS A '.lIN. 1"
<br />FROM EDGE Of CONCRETE
<br />
<br />~._---
<br />
<br />'-.......
<br />
<br />1'x2.xO.044' OPE:-l BACK
<br />A TTACHED TO FRONT POST
<br />'MTI-l #'0 x 2" SMS '.lAX.
<br />s' FROM EACH PURLiN
<br />AND 24" O.C.
<br />
<br />SIDE WALL HEA~ER---' A.~CHED TO
<br />,. x 2. .0.044. OR BEH R 'MTI-l
<br />MIN, (2) 1'0 x 1-1/Z' SMS
<br />
<br />SIDE WALL PURLiNS ATTACHED T
<br />," . 2" x 0,044" OP€N BACK
<br />H/ '.lIN, (2) #10 x 1-1/2" SMS
<br />iN SCREW BOSSES
<br />
<br />FRONT WALL PURLiN
<br />
<br />T't'PICAL CORNER DETAlL
<br />
<br />(4) 1/4' r 4" LAG BOlTS
<br />'11/ 1-1/4' FENDER WASHERS
<br />P~ 4' PANEL ACROSS TI-lE
<br />FRONT AND 24- O.C. ALONG
<br />SIDES (WAU<-ON)
<br />
<br />
<br />ALUYINUM COVER OR
<br />J' STRUC1\JRAl iNSULA TED
<br />ALL;MINUM
<br />
<br />HEADER ATTACHED TO POST
<br />H/ follN. (z) #10 " 1-1/2-
<br />I / _______ tN SCREW BOSSES
<br />
<br />\f- x Z- OR 2' It J" HOlLOW QP Z-,2-, 2-x3-, OR J-'2-
<br />~~E SPAN TASLE HEADER HOllOW SEE SPAN TABLES .
<br />
<br />\ FOR SNAP EXTRUSIONS
<br />oyu~ RAIL _AND KlO< PLATE a-lAIR RAlL ATTACHED TO
<br />2 ~XO.044 HOLLOW RAIL POST W/ MiN. (2) i8 ,. t-I/2'
<br />~ SMS IN SCREW Bosse:s
<br />POS ATTACHED TO BOTT9M ____. l' x Z- ,. 0.044- OPE."l BAa<
<br />'II/ MIt4. (3) #10 x 1-1/2 / BOTTOM RAlL
<br />iN ScR~ BOSSES ?
<br />
<br />1/4- x 't~{4- '.lASONRY ~". ..... ~ /
<br />ANCHOR j'f FROM EACH . .. ..
<br />POST AND "o.e. folA)(. .
<br />~ T't'PICAL UPRIGHT DET AlL /
<br />---------
<br />
<br />
<br />ANCl10R l' " Z- xO. 044- PLA TE
<br />TO CONCRETE 'MTI1 1/4" x Z-1/2-
<br />CONe."ETE ANCHORS 'MTH1N s' OF
<br />EACH SlOE Of EACH POST 0 24"
<br />O.e. folAX. OR TI-lROUCH ANGLE 0
<br />24' O.C. MAX.
<br />
<br />lAIN. 3-' /Z- SLAB 2500 PSI CONe.
<br />6xS-l0xl0 W.W.M. OR FiBER '.lESH
<br />
<br />Z- x __ EXTRUSION PER TABLE
<br />
<br />(J) ,1C x ," SMS INTO SCREW SlOTS
<br />," " Z" EXTRUSION
<br />/ 1-1/8" f.4IN. iN CONCRETE
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />Z- " 2- OR 2- " J- OR z" 5MB POST
<br />
<br />ANCl10R l' " 2' ,0.044- PLA TE
<br />TO CONCRETE 'Mlli 1/4' " 2-1/2'
<br />CONCRETE ANCl10RSMTI-lIN s' OF
<br />EACH SIDE OF EACH POST 0 24"
<br />o.C. '.lAX. OR TI-lROUGH ANGLE 0
<br />24" C.e. '.lAX.
<br />
<br />lAIN. 3-1/2" SLAB 2500 PSI CONe.
<br />6,S-10xl0 W.W.M. OR FISER '.lESH
<br />
<br />2' " 2" x , /8" ANGLE EACH SIDE
<br />/ ATTACH TO POST AND CONCRETE
<br />A T LOAD BEARING WALL WI TI-l
<br />(2) ,'0 x 1/2" SMS EACH SIDE
<br />
<br />l' x 2" EXTRUSION
<br />
<br />/ 1-1/8" '.lIN. iN CONCRETE
<br />
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />
<br />j/
<br />/
<br />I
<br />I
<br />I
<br />
<br />0.75" / 0.0145' ALL:MiNL:M COIl1::R PAN OR CONTINUOUS
<br />t t / / RIGID INSULATION
<br />
<br />
<br />:-1U$~~ " · 5/'" """OSON ".sn",
<br />-'r-- WASHER HEADED SCREWS 0 Z4"
<br />L I O,C. AL TERNA TE ,8 x 5/8- SMS
<br />12. -.J. '11/ I/Z" DIAMETER WASHER.
<br />TYPICAL PANEL
<br />
<br />NOTES:
<br />1. INSTALL RiOlO FOAlA iNSULA1l0N INTO ALLMiNU'" ROOF PAN.
<br />2. COVER tNSULA1l0N Mr... 0.0145' PROTECTOR PANEL 'MTH OvtRLAPPING SEAYS.
<br />3. iNSULA1l0N PANEL SHALL BE CLOSED 'Mlli AlUMiNL:M END CAP TO SECURE PLACEMENT
<br />ANO TO DISCOURAG€ TI-lE NESTiNG OF 'MLDLiFE AND OR INSECTS.
<br />4, PROTECTOR PANEL WILL BE SECURED BY ,8 x 5/8' CORROSION RESISTIVENASHER
<br />HEAOED SCREWS.
<br />5. SCREW PATTERN WILL BE 12' ON ALL PERIMETERS AND Z4" O.C. FlELD ON EACH PANEL
<br />S. ALl;MINUM END CA?MLL BE ATTACl1ED EITI-l (.3) 18 " '/Z' CORROSION RESISTIVE WASHER).
<br />HEADED SCREWS.
<br />7. SEAL ALL SCREW HEADS 'MTI-l CAULKING. /
<br />
<br />------ _/
<br />ANCHORS DETERMINED PAN OR COMPOSITE p~n.~
<br />BASED ON HOST . '-. -.~-.-._. r uSE .CQ8BQSlQN, RESISTIVE SCREws. PANS
<br />STRUC1\JRE -'~~"ANCl10RED W/ 18x l/r 0 (3) PER PAN iNTO
<br />~ RECD.N. ,"""'El. ,"0 <'11'0 . ,/2" 0
<br />RIDGE CAP CONNECTlON TO RECEIVING
<br />HOST STRUCTURE Cl"ANNEL CCMPOSlTE PANELS USE
<br />FASOA }1/4"" t+1/Z- 'Mlli 1/4- WASHERS SCREW
<br />TI1ROUCH RECEIVING CHANNEl FROM TOP
<br />OR 18 x 9/1S" TEK SCREws. SPACED 0
<br />CONNECTION REQUIRED "- a' 0 C BOTI1 SIDES. CAUU< ALL CONNECTlONS
<br />(SEE DET AlL) ............ . .
<br />EXTRUDED OR BREAK!.IETAL HEADER
<br />EQUAL TO PAN THICKNESS
<br />
<br />ANCHORS DETERMINED
<br />BASED ON HOST
<br />STRUC1\JRE
<br />
<br />PAN OR CCMPOSlTE PANELS.
<br />USE CORROSION RESlsn~ SCREWS.. PAN~
<br />ANCHORED H/ ,8x 1/2- 0, (3); ?ffi PAN iNTO
<br />RECEIVING CHANNEL AND (1) 110; lC: r/2- 0
<br />RIDG€ CAP CONNECTION TO. RECEIVING;
<br />CHANNEL COMPOSITE PANELS USE
<br />1/4'" t+1/Z' 'MTH 1/4-- WASHERS SCREW
<br />TI-lROUGH RECEIVING CHANNEL FROM TOP
<br />OR ,a x 9/1S' TEl< SCREWS SPACED 0
<br />8' O.e. BOlli SIDES. CAUU< ALL CONNEC1l0NS
<br />
<br />EXTRUDED OR 8REAKMETAL HEADER
<br />EQUAL TO PAN TI1ICKNESS
<br />
<br />HOST STRUC1\JRE WALL
<br />
<br />
<br />/
<br />
<br />CONNECTION REQUIREO
<br />(SEE DET AlL)
<br />
<br />.------'-.....
<br />///"
<br />//
<br />
<br />////
<br />
<br />CONNEC110N TO HOST STRUCl1JRE
<br />
<br />
<br />.-.-., --------.---
<br />
<br />'"
<br />NOTE: NO FOOTING REQUIRED EXCEPT 'NHEN ADDRESSING EROSION
<br />2.-0' f.lIN. "-
<br />BEFORE SlOPE MIN 2500 P~CONCRETE MTI-l 6,.S-10xlD W.W.M.
<br />OR FlBER fol~r TYPICAL
<br />I I J (1) 15 BAR CONT. L_ (1) 14- BAR CONT.
<br />
<br />
<br />O=N<REO< 00<5 .,. ~ ~8---
<br />NOT REQUIREMRE !.lESH / ~
<br />FlA T SlOPE / NO FOOTlNG f.lODe;.~A TE SlOPE FOOTING STEEP SlOPE FOOTING
<br />o - 2- /lZ' " '2' /lZ' - "-10' > 1'-10'
<br />
<br />SlAB DET AlLS ADDRESSING EROStON
<br />
<br />
<br />VARIES
<br />
<br />
<br />~_ .ALUMINUI.l ATTACHMENT
<br />
<br />7 3-1/2" CONCRETE SLAB 6xS
<br />'N.'N.F. OR FIBER I.IESH CONC~ETE
<br />
<br />,.. \ \
<br />
<br />,'" : '",.. ,.'. t . . ,
<br />~ ~.......J, ...
<br />(. ",t . t .( (.'~
<br />, ." v- ;
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<br />~ 4) .- ....{.,)
<br />, t.
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<br />.~
<br />';' ". '. .).\
<br />" \oj; J It, '"
<br />. ~ .
<br />... ~ t.
<br />'. ' t.... · f ,
<br />
<br />r
<br />
<br />
<br />.3-1/2' '.lIN.
<br />
<br />,
<br />C.
<br />VlS~E VAPOR BARRIER UNDER SlASS
<br />HA VlNG."5TRUC1\JRES ABOVE
<br />':i.
<br />'NELL COMPACTED CLEAN FILL OVER SACRIFICED
<br />NA 1\JRAl SOIL 90:0; RELA nVE DENSITY
<br />
<br />CONC. FILLED BLOCK STE'.l WALL 8x8,lS CMU
<br />6".12" CONC. FOOTING 'MTH (1) ,5 CONT.
<br />LOCATE ON UNDISIURBED:-lA 1l.;RAL SOIL
<br />(1) 15 vtRT, 0 CORNERS AND 0 10'-0' O,C.
<br />
<br />RAISED PAllO F0011NG
<br />
<br />I~
<br />~
<br />~ 1Z' ~
<br />
<br />. r: j",;<#,,~ I
<br />Joe NAME;/tftr>tJ(Id-'k "::"
<br />. "I
<br />
<br />ADDRESS;
<br />
<br />DRA WING FOR ONE PERMI T ONLY
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