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<br />E[)(;[ BEAM ---- <br /> <br />l' x 2' x 0044' oPEN BACK ATTACHED / <br />TO ffiONT POST \I11J.1 110 x 2' SfJS fJAX. <br />6' FRO~ EACH PVRlIN AND 24' 0 C. <br /> <br />FRONT WALL PVRlIN --- ' <br /> <br /> <br />FRONT AND SIDE BOTlOl.l RAILS pt==? <br />A11ACHED 10 CONCRE1E '1Hrl fJIN. , , . . 1 ,. . <br />1/4' x 2 1/4' YASONRY OJICK SU ,". <br />o 6' FRO'"' EACH POST AND 24' OC . . . <br />MAX. AND WAllS A ~IN. Of l' . <br />FROlJ EDGE Of CONCRE T[ <br /> <br />3 - 1/4. x 4. LAG BQTS E+= s-= <br />\11TH 1 1/4' rtNDER WASHERS.. , <br />PER 4' PANEL ACROSS THE ~ <br />FRONT ANO 24' ON CENTER <br />ALONG 1J.IE SIDES (WALK ON~ __ <br /> <br /> <br />~~~02;,~; ~AN~ :O~ <br /> <br />TMlLE HEADER Z__: _____ Z <br /> <br />CHAiR RAIL AND ~ ~ <br />K 10< Pl.A TE <br />2' x 2' x OOH. ~ <br />HQLOW RAIL ~ <br /> <br />~~T ~~TA~j,~ :O,Bm9M /. ' >, '." ' :, '. >, > . ~ -?-.--- <br />IN SCREW BOSSES <br /> <br />1/4. x 2 1/4' MASONRY ANCHOR <br />AT 6' FROU EACH POST AND <br />24' D.C. MAXI!.IV!.l TYPICAL UPRIGHT DETAiL <br /> <br />WlNOOW FRAMING CAN AT1 ACH / <br />DlRECTL Y TO HEADER <br /> <br />CONVENTIONAL FRAMING DR <br />ALUIAINUIA CO'.1:R Sl".;TEM <br />SHEETING BOTH SIDES <br /> <br />GlASS WINDOW INSTAlLED <br />PER Y ANUF AC 1URERS <br />SPEClFICA TIONS <br /> <br />ALUIAINUIA SHEETING OR ~ __ <br />V1N'1l. ~ <br /> <br />TYPICAL CORNER DETAIL <br /> <br />~ <br />~ <br /> <br />SQlD ROCf <br /> <br />SIDE WALL HEADER ATTACHEO TO <br />" x 2" x 0.044' OR BETTER 'MTH <br />MIN. 2 110 x l' S~S <br /> <br />2' x __n EXTRUSION <br />/ PER SPAN TABlE <br /> <br />---.---r:------- <br /> <br />SIDE WALL PVRLlNS ATTACHED TO <br />l' x 2' x 0044' OPfN BACK <br />\\\1J.I YIN. 2 110 x t 1/2' SMS <br />IN SCREW BOSSfS <br /> <br /> <br />ALUUINUIA CO'.1:R OR <br />3" STRUC1\JRAL INSULATED <br />ALUMINUIA <br /> <br />ANCHOR ,'x2'xON4' PLATE <br />TO CONC 11'/ 1/4".2 1/2' <br />CONC. ANCHORS Wl1J.I1N 6' <br />Of EA. SlOE Of [A. POST <br />@ 24' Oc. MAXlMUIA <br />POST TO BASE AND <br />POST TO BEAM DETAIL <br />2".2'.I/B' ANGlE EACH <br />I SIDE A!TACH TO POST <br />AND CONCRETE TO POST <br />AND PlATE 'M1J.I 2 #'0x <br />1/2' CORROSION RESiSTIVE <br />WASHER HEADED SCREWS <br />,. . 2. ElTRVSlON <br /> <br />/ 2500 PSI CONCRE TE <br />,. . , , MIN. 'II/ 6,6 W.WY. <br />. OR FIBER ~ESH CONC. <br /> <br />VAPOR BARRIER <br /> <br />2. x ___ <br />SfE TABLE 2 <br />AL ITRNA TE CONC. <br />ANCJJR LOCATION <br /> <br />1 I/B. lAIN. IN \ <br />CONCRETE <br /> <br /> <br />HEADER A iTACHEO TO POST <br />"11TH YIN. 2 1'0 x 1 1/2' <br />IN SCREW BOSSES <br /> <br />NOTE: NO FOOTING REQUIRED EXCEPT <br />~EN ADORESSING EROSION <br />AL TERNA TE POST TO BEAI-A <br />AND PLATE TO CONCRETE DETAIL <br /> <br />. <br />I' ~ <br />; <br /> <br />~ <br /> <br />2' x 2', 2. x 3. OR 3. x 2' <br />HQLOW SEE SPAN TABlES <br /> <br />CHAIR RAIL A iTACHEO TO POSTS <br />\11TH YIN. 2 110 x 1/2' S~S <br />IN SCREW BOSS(S <br /> <br />NOTE: .W" IS mE Roor SPAN CLEAR OIST ANCE FROM <br />RECEIVING CHANNEL TO rACE or BEAM <br /> <br />l' x 2" x DOH' OPEN BACK <br />B01101.l RAIL <br /> <br />P AN OR COMPO$! TE PANEL S. USE CORROSiON <br />RESJSTM SCREWS. PANS ANCHORED '/I1J.1 110 <br />x 1/2' @ 3/ PA.~ INTO RECEIYlNG CHANNEL AND <br />1 1'0 x , /2' @ RIOCE CAP CONNECTION TO <br />RECElYlNG CHANNEL. COMPOSiTE PANELS USE <br />1/4' x (1+1/2') LAG SCREWS \\\1J.I 1/4' WASHERS <br />THROUGH RECElYlNG CHANNEL FROU T(1 <br />CAULK ALL CONNECTIONS <br /> <br />HOST <br />S TRVC T1JR( <br />OR F AClA <br /> <br /> <br />---- <br /> <br />EXTRUDfD OR BREAKMETAL <br />HEADER 0032" YIN. <br /> <br />,ASTENER DfTtRMINEO <br />BASED CN CONS TRVcnON <br />~ HOST STRVC1\JRE <br />CONNECTION TO HOST STRUCTURE <br />NOTE: CONTRACTOR SHAll PROVIDE V1:RlflCA nON mAT THE HOST STRUCTURE IS STRVCTURAlL Y <br />COMPARABLE TO mE STRUCTURE SHO'Mt (MOBILE HOME OR CO'MNTiONAl CONSTRUCTiON) <br /> <br />IBx1/tSM$16'OC <br />IN AlUIAINUIA SHEETING <br /> <br />TYPICAL SECTION GlASS ROOM <br /> <br />NOTES: <br /> <br />ALUMINUI.l AnACHMENT \ <br /> <br />3 1/2" CONCRETE stAB 6 x 6 <br />W.WJ. OR FiBER IAESH CONCRETE <br /> <br /> <br />. · . ~ J '(1' "" <br /> <br />V1SQJENE v IJ>OR BARRIER UNDfR stABS <br />HA V1NG STRUCTURES ABOVE <br /> <br />1 <br /> <br /> <br />\\fLL COI.lPACTED ClEAN FILL OVER SACRlFlCEO <br />NA 1\JRAL ~L 90'l RELATIVE DeNSITY <br /> <br />CONCRETE FiLLED BLOCK STElA WALL (8xBx16 CMU) <br /> <br />6" x 12" CONCRETE ,OOTING 'MTH 1 15 CONTINUOOS <br />L OCA IT ON UNOlS 1URBE D NA 1\JR AL ~L <br />, 15 VERTICAL AT CORNERS A.~O '0' - o' 0 C. <br /> <br />VARIES <br /> <br />3" <br /> <br />L. <br /> <br />~ <br /> <br />RAISED PATIO FOOTING <br /> <br />W/2 'II 2 <br /> <br />NOTtS: <br /> <br />ALUMIt';/lHI PAN ~ ~ <br /> <br /> <br /> <br />ANCHOR l' x z" OPfN BA~ <br />TAPCON 025' x 2" LENGTH MAX. <br />if 2'-0' OC. ANCHOR TO WALL <br />'M1J.I 1 ,/z' 1'0 SMS 'MTH <br />WASHERS 2'-0' OC. SPACiNG <br />ANCHOR BEAM A.~O CQUMN KNEE <br />BEAM WI TH A.NCHOR CliPS AND <br />/1 0 SCRE WS AND II' A SHE RS. <br /> <br />MIN. stAB 1J.IICKNESS fOR stAB <br />ON GRADE 3 1/2' CONCRETE. <br /> <br />,. x 2' x 0040' <br />"I(" VARIES ~ <br /> <br />_ BEA),f SEE TABLE 4 <br /> <br />2. x ___ SEAM AND CQUMNS lUX. <br />CQU\lNS UAX. CQUIAN SPACING <br />SEE TABlES <br /> <br /> <br />TO SELECT FRONT WALLBEA~ <br />FROM TABLE USE lARG(R 'L' <br />VALUE if '11/2 OR W/2+0.H <br /> <br />2' x <br /> <br />O'.1:RHA.'1G VARIES <br />2'-0' YAX. -..f. <br /> <br />3 1/2" stAB <br />ON GRADE OR \ <br />RAls(D FOOTING <br /> <br />-I <br /> <br />'L. .W" <br />MAX. BEAM MAX. ,. x 2. <br />SP AN UPRIGH T \ <br />TABLE LENG1J.I. <br />VARIES NO MAX. (ELEV. SlAB OR ON GRADE) <br /> <br />TYPICAL GlASS ROOt.l 'IIlTH SQlD ROCf. TYPICAL FRONT VIEW ffiAMING <br />. (HEIGHT Of UPRIQH IS MEASURED FROM ToP ~ ,. x 2. PLAIT TO BonOM ~ WALL BUM) <br /> <br />. 'H. <br /> <br />t <br /> <br />1 <br /> <br />TYPiCAL SCREEN AND GLASS ROOM <br />/" SQID COVER <br /> <br />lAIN 2' x 2' x<JOH' <br />(TYPICAL) . <br /> <br />SHEETING BOTH 90ES <br />, 1/2" . 2" <br /> <br />=~t <br /> <br />VARIES <br /> <br />~ <br /> <br />YAX. 'MD1J.I 53' <br />ROUGH OPENiNG <br /> <br />2' x 2" <br /> <br />SLAB 3 1/2" YIN. ____ <br />(SEE DETAIL) <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />NOT!:: <br /> <br />THE HOST SlRUCiURt WST BE C.lPI&E (:f SUPPORTING THE ALU~INLill STRUCTURE TO B( ArT ACHED TO THE HOST STRUCTURE Q:NERAU Y THE <br />CON[)ITICN (:f THE EXISTING STRUCiURt \\ILL INOICAT!: THE SiRVC1VRtS C.lPABIUTY. THE fCtLO\\ING CCN[)IT1CNS~OSl SiRVC1URES ARt C.lPAlU <br />(:f SVPPORTINC THE AlUYINUII S iRVC1VRt TO BE ATTACHED; <br />1. ~ASWRY WAllS, 2'. ." fRAM( CONSiRVCTICN WAllS, PRE ENClNIIR(o WOOO TRUSSES 'III A 2"x 6' SUB fAClA ANO A iRVSS OY(RHANC ~ UP <br />104', ANOIOR mAQiI.t(Nl ~ THE ~LU\,(INUII SiRVCTVRt THRCtlCH THE \' f~ClA TO THE TRUSS BUllS 'III A IIAXl\lU\I ~ .. TRUSS O'l(RHANG. <br />2. ~081LE HOlIES ~AN\Jf ~c 1VR(O lJitR 198. AND BUIlT TO THE , 98. HUD STANDARDS MRt THE ANCHORS ARt INTO THE iRVSS avns. <br />J CONDITIONS NOT COY(RtO ABOy( SHAlL B( Rt>1E'O(D 6Y THE ENClN((R TO DtTLRlo(lNE THE HOST STRUCl\JRt ADEClJAC~. <br />.. AlL iRVSS SYST!:~S SHAll KAY( A ~AX1\IU1I SPAONG ~ z.' O.C. <br />5. ~08IlE HOlIES NOT CONfcPllNC TO THE STANDARDS ABOy( SHALL +lAY( A SELf SlJPPCRTlNC fA\[ ADJACENT TO THE WOOlf H()I( IN LIEU ~ <br /> <br />2' - o' MIN. <br />BEFORE SlOPE <br />t <br /> <br />YiN. 2500 PSI CONC. \I11J.1 6 x 6 \\fLDED 'MRE <br />OR FlBER ME SH TYPICAL All SlABS. <br /> <br />-t ' 15 BAR CCNT. <br /> <br />B. <br /> <br />3 \/2. <br /> <br /> <br /> <br /> <br />NOTE: fiBER MESH CONCRETE DOES <br />NOT REOOIR( WIRE YESH <br />FLAT SlOPE / NO FOOTI'lG <br />o - 2./12' <br /> <br />MOOERA it stoPE ,OOTING <br />2'/12' - " - 10' <br /> <br />SITEl' stOPE: FOOTING <br />> l' - 10' <br /> <br />sua DEl AILS ADDRESSING EROSIOt-J <br />12. PANS OR CONnNUOUS COVER <br /> <br /> <br />RIGID INSULA nON <br /> <br />~ <br /> <br />JOB NAME <br />ADDRESS <br />18 x 5/8' CORROSION <br />RESiSTI'.1: WASHER <br />HEADED SCREWS <br /> <br />12. <br /> <br />1 <br /> <br />CA Tl R[>1SlCNS CH <br />, 9. <br /> <br />;;~ <br /> <br />w w <br />~6:Z~ <br /><.>"'~< <br />zo..l-~O <br />~2ii~~ <br />23~~~(j <br />V'JI-X:f. <br />~~-I--O <br />Bag <br />~?;(o;~ <br />~~~2; <br />[i~E5~u <br />~~i>~", <br />~~< '--- <br />u~20Q:~ <br />~~~~t;b <br />-< -< <br />~w~~"~ <br />~tlo<=~u <br />c:zti<~-J< <br />~i~:3<<.> <br />~~:3'.2tx~ <br />~ C)-o::;) <br />..~~ .~ <br />~~~~gS <br />~a:~~~ <br />~~'d~~w <br />=l2t5lJ:<i!: <br /> <br />VI VI <br />- w <br />~~ <br />VI w <br />'io; <br />~:3 <br />15'-- <br />txi <br />;;~ <br />~9; <br />~3 <br />cis! <br />~~ <br />au <br />ff'il <br />~~~ <br />~~~ <br />(3~~ <br />~ag <br />w~1'E <br />~::;;;l,/') <br /> <br />rJ) <br />ex: <br />lAJ <br />> <br />o <br />o <br />a <br />:J <br />o <br />rJ) <br /> <br />~ <br />B <br />~~ <br />~~ <br />~i ~ <br />~ d :; <br />>~o <br />~ ~I:J[5 <br />I~ct;! <br />01::_ ."" <br />@)1:J~ts1 <br />~ ~~gre <br /> <br />"'~~ <br />2 <br /> <br /> <br />',. <br /> <br />'"/..,..: <br /> <br />OR WI~Jr.' <br /> <br />---R 1 PERMIT ON Y <br /> <br />TYPICAL PANEL <br /> <br />MEETS ~e RfOOl~ 1 <br />t)F (')-(.a.PTE~ 12'.)5 sec 1991 m <br /> <br />1. INS1ALL RIGlD ,OAM INSULATION INTO ALUMINUM ROCf PAN <br />2 CO'.1:R INSUlATICN 'MTH 0019' PROTECTOR PA.~H \11TH OvtRLAPPING SEAMS <br />3. INSULATION PANEL SHALL BE ClOS(D \'11TH AlUMINVI.I END CAP 10 S(CURE INSULAT10N P\.ACEMENT AND <br />TO DISCOURAGE THE NESTING ~ 'MLDlIfE AND OR INS(CTS <br />.. PROTECTOR PANEL WILL BE SECURED BY 18 x 5/8' CCfiROSiON RESISTIVE WASHER HEADED SCREWS <br />5. SCREW PAlitRN SHALL Sf: 12" ON AlL PERIMETERS AN0'14' DC. FIELD ON EACH PANEL <br />6. ALUMINUM END CAP \\ILL BE ATTACHED WITH 3 18 x 1/2. CCi<ROSlON RESiSTIVE WASHER HEADED SCREWS <br />7. SEAL ALL SCREW HEADS 'IlI1J.I CAULKING <br /> <br />En, <br /> <br />~ <br /> <br />~ <br /> <br />3 <br />