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<br /> <br />'Vf <br />MAX. I' x 2'\ <br />UPRIGHT I <br />LENGTH ---+ <br />VARIES NO MAX. ELEV. SlAB OR ON GRADE) <br />TYPICAl GlASS ROO.I YtlTH SQlo ROOF. TYPICAl ~T VIEW FRAMING <br />. (HEIGHT CY UPRIGHT IS MEASURED FROlA TOP CY I' x 2' ptA TE TO BOTTOM CY WAlL BEAU) <br /> <br />AlUMINUM PAN <br />~~ <br /> <br /> <br />NOTES: ANCHOR l' x 2' OPEN BA~ <br />T APCON 0.25' x 2" LENGTH MAX. <br />CY 2'-0' O.c. ANCHOR TO WAlL <br />WITH 1 1/2' #10 $US WITH <br />WASHERS 2'-0' O.c. SPACING <br />ANCHOR BEAM AND CClUVN KNEE <br />BEAM WITH ANCHOR Q.IPS AND <br />#10 SCREWS AND WASHERS. <br /> <br />MIN. SlAB THICKNESS fOR SlAB <br />ON GRAOE 3 1/2' CONCRETE. <br /> <br />OVERHANG VARIES <br />2'-0' UAX. -+- <br /> <br />3 1/2' SlAB <br />ON GRADE OR \ <br />RAISED FoonNG <br /> <br />ax3 .On::; <br /> <br />J'\ II t.. ~ &t<p.. ~,2' x 2' xO.().44' <br />. .>~ ~ AI (TYPICAl) <br /> <br />1 ~r i,......,ASHEEnNG BOTH SIDES <br />r' N 1 1/2' x 2' <br /> <br />SlAB 3 1/2' UIN. ____ <br />(SEE DETAIL) <br /> <br /> <br /> <br /> <br />2' x _ BEAU ANO CClUVNS UAX. <br />COlUMNS MAX. CClUIIN SPACING <br />SEE TABLES <br /> <br />2' x <br /> <br />l' x 2 x 0.040' <br />'y( VARIES } <br /> <br />_ BEAU SEE TABLE 4 <br /> <br />TO SELECT FRONT WALLBEAU <br />FROlA TABLE USE LARGER 'l' <br />VALUE CY W/2 OR W/2+0.H. <br /> <br />fJA 1'[ R['<lSl(>>olS CHK <br />1 9'! <br /> <br />~6~t! <br />~:~ i~ige <br />t:j:t: ~~"'~~ <br />:::11- _:f~6 <br />~:~ ~~~a~ <br />~ 13 ~~c~>- <br />15'~ ~-~ <br />bll~ ~~ei~ <br />....~~ ~...!>~'" <br />"'.... iSt;;:z_ c:~ <br />i!' ~ :;:~i~~~ <br />.o~ ~ !Co<>- <br />~ i~ ~~~~~~ <br />~:i I ~i=>~~~ <br />~;~ ~ iS~2!i~bl~ <br />m~~ ~~~-:mi <br />~ ~ j2 I~~~~ <br />...~~ -~tl~o <br />~::;;", ~jfs~~~ <br /> <br />II <br />I: <br />Ii <br />Ii: <br />jl, <br />11 <br />III <br /> <br />I <br /> <br />. 'H' <br /> <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />SCllD CO~R <br /> <br />=h <br /> <br />VARIES <br /> <br />~ <br /> <br />MAX. MOTH 53' <br />ROOGH OPENING <br /> <br />2' x 2' <br /> <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />fI> <br />cr: <br />1IJ <br />> <br />o <br />o <br />o <br />::; <br />o <br />(1) <br /> <br />NOlE: THE HOST STRUC1IJRE UUST BE CAPAIllE (K SlJ'PORllNC lHE AlUIlINUU SlRUC'MlE TO BE ATTACI€O TO lHE HOST STRUC'MlE, GENERAllY lHE <br />COOllCtl (K 11( EXlSTINC STRlJC1IJRE 'MU INOlCAlE M: S1llIJClURES CAPAlllllTY. 11( F<X.lO'MNG COIDlll(>>olS,hlOST STRlJC'MlES ARE CAPAIllE <br />(K SlJ'PORllNG THE AlUIIlNUII STRlJClURE TO BE A TTAOlED; <br />1, IIASONRY WAllS, 2', 4' FRA/.€ COlSTRUCllCtl WAllS, PRE ENGINEERED WOOO TRUSSl:S WI A t'x 6' SUB FACIA AND A 1RtISS O\{RHANG (K W <br />TO 4'. AND/(JIl ATTAONENT (K !HE AlU\IlNUU S1llIJClIJRE THROUGH M: l' FAOA TO lHE 1RtISS BUTTS WI A IIAXIII\J\l (K 4' 1RtISS OI(RHANG. <br />2. \IOllllE HalES IIANUFAClUREO AllER 1984 AND BULl TO lH( 1984 HUD STANDARDS WIfllE !HE ANOlOIlS ARE INTO lHE 1RtISS BUTTS. <br />3. C(N)lllCtlS NOT CO\{REO A901( SHAll BE RE'>lE\\(D BY lHE ENGINEER TO o[lERII1I€ THE HOST STRIJCl\JRE ADEOUACY. <br />4. AlL TRlJSS SYSlElIS SHAll HAl( A IIAX1\lUII SPAONG (K 24' O.c. <br />5. IlcaE H()t[S NOT COO'aMNG TO THE STAtI)AROS A901( SHAll HAVE A SELF SlJIlP(JIlllNG FAIlE ADJACENT TO THE 1I0000LE H(),I[ IN 001 (K <br /> <br />31/2' <br /> <br /> <br />UIN. 2500 PSI CONC. WITH 6 x 6 YtfiOCD fIIRE <br />OR nBER IAESH TYPICAL All SLABS. <br /> <br />t 1 15 BAR CONT. <br /> <br /> <br />~ <br /> <br />Il00ERA l[ SlOPE fOOliNG <br />2'/12" - l' - 10' <br />SLAB DEl AILS ADDRESSING EROSION <br /> <br />NOTE; FIBER IIESH CONCRElE DOES <br />NOT REOUIRE WIRE UESH <br />Fl.A T SlOPE / NO FOOliNG <br />o - 2'/12' <br /> <br />1- I' '4 BAR CONT. <br /> <br />~----- <br />1 '[' <br />6' <br />STEEP SlOPE FOOliNG <br />> l' - 10' <br /> <br />12" PANS OR CONnNUOOS CO~R <br />RIGID INSULA nON <br /> <br /> <br />12' <br /> <br />t <br /> <br />TYPICAL PANEL <br /> <br />" IS x 5/6' CORROSl()j <br />RESlSll~ WASHER <br />HEADED SCREWS <br /> <br />,..C', <br />. f',o.~ ,.,'" ..:. . ....<.,<. . <br /> <br />UEETS THE REQUIREMeNTS ' <br />t)F (')-4ApTEP 1205 sec 1991 . m <br /> <br /> <br />9lEET , <br /> <br />~ <br /> <br />~ 3 <br /> <br />10M <br />