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<br /> <br />ANCHOR '"x2"xO.044" PLATE <br />TO cooc. W/ 1/4"x2 '/2" <br />CONC. ANCHORS WITHIN 6" <br />Of EA. SIDE Of EA. POST <br />o 24" O.C. lIAXlIMf <br />POST TO BASE AND <br />POST TO BEAM DETAIL <br />2"x2"x'/8" ANGlE EACH <br />I SIDE ATTACH TO POST <br />AND CONCRETE TO POST <br />AND PlA l[ VlITH 2 I10x <br />'/2" CORROSIOO RESISTIVE <br />WASHER HEADED SCREWS <br />," x 2" EXTRUSI<J4 <br /> <br />I 2500 PSI CONCRETE <br />, , 1I1N, w/ 6x6 W.W.lI. <br />. OR FIBER lIESH CONC. <br /> <br />VA~ BARRIER <br /> <br />2" x_ <br />SEE TABlE 2 <br />All[RNA TE CONC. <br />ANC.DlLOCA Tloo <br />, '/S" IIIN. IN \ <br />CONCRETE <br /> <br /> <br />HOl[: NO rOOTING REOUIRED EXCEPT <br />\1HEN AOORESSING EROSI()l <br />AL TERNA TE POST TO BEAM <br />AND PLATE TO CONCREtE: DETAIL <br /> <br />:; "VI' IS THE ROOf' SPAN CLEAR OIST ANCE ffiOl.l <br />RECEIVING CHANNEL TO fACE or BEAll. <br /> <br />/ <br />] <br /> <br />PAN OR COMPOSITE PANElS. Us( CORROSIoo <br />RESISTIVE SCREWS. PANS ANCHORED WITH /10 <br />x 1/2" . 3/ PAN INTO REC[lVlNG CHANNEL AND <br />1 1'0 x 1/2" . RIDGE CAP CONNECTIoo TO <br />RECEIW4G CHANNEl. COUPOSlTE PANELS USE <br />1/4" x (1+1/2") LAG SCREWS WITH 1/4" WASHERS <br />THROUGl RECEIVING CHANNEL rROU Ta>. <br />CAUlK All C()lNECTIooS. <br /> <br />___ EXlRUOED OR BREAKIIETAL <br />HEADER 0.032" IIIN. <br /> <br />lOST STRUCTURE <br />lCA noo THAT THE HOST STRUCTURE IS STRUCTURAlLY <br />;HOWN. (MOBILE HOllE OR CONVENTIONAL CONSTRUCTION) <br /> <br />i 1/2" C()lCR[T[ SlAB 6 x 6 <br />r.w.r. OR fl8[R IIESH C()lCR[l[ <br />~~ 31/2""". <br /> <br /> <br />,. VlSQUENE VAPOR 8ARR(R UNOER SlABS <br />HAVING STRUCTURES ABOVE <br /> <br />"fll C()IPACTED Q[AN ru OVER SACRIFICED <br />NAMAl. sat. 90% RElA TI\{ DENSITY <br /> <br />CONCREl[ FlLED BlOCK Sl[1I WAlL (Sx8x'6 ClIU) <br /> <br />6" . 12: C()lCR[TE rOOTING VlITH 1 15 CONTINUOUS <br />LOCA TE ()l UNDISTURBED NA TURAl SOIL <br />1 15 \{~ AT CORNERS AND 10'-0" O.C. <br /> <br />~TIO rOOTINC <br /> <br />. , <br />""", <br /> <br />AlUlIl~Ut.f PAN <br />~~ <br /> <br /> <br />NOTES: ANCHOR I' x 2" OPEN BA~ <br />TAPCON 0.25" . 2" LENGTH t.fAX. <br />or 2'-0" O.C. ANCHOR TO WAlL <br />WITH 1 1/2" 110 SlIS WITH <br />WASHERS 2'-0" D.C. SPACING <br />ANCHOR BEAll AND C(l.UlIN KNEE <br />BEAll WITH ANCHOR QIPS AND <br />110 SCREWS AND WASHERS. <br /> <br />1I1N. SlAB THICKNESS rOR SlAB <br />ON GRADE 3 1/2" C<J4CRETE. <br /> <br /> <br /> <br />2" . __ BEAll AND C(l.UUNS IIAX, <br />ca.UIINS IIAX. C(l.UlIN SPACING <br />SEE TABlES <br /> <br />OVERHANG VARIES <br />2'-0" lIAX. -+ <br /> <br />3 '/2" SlAB <br />ON GRADE OR \ <br />RAISED rOOTING <br /> <br />TO SELECT FRooT WALLBEAll <br />rROU TABlE USE lARGER "L" <br />1" x 2" x 0.040" VALUE Of W/2 OR W/2+0.H. <br />"y( VARIES t <br /> <br />2" . _ _ BEAll SEE TABlE 4 <br /> <br /> <br />I <br /> <br />. if" <br /> <br />---!. <br /> <br />..". <br />UAX. ," . 2" <br />UPRIGHT \ <br />TABLE LENGTH <br />VARIES NO lIAX. ([lEV. SlAB OR ON GRADE <br /> <br />MCAl GlASS ROOlof VlITH SOliD ROOf. T'rPICAl F1l()jT \'IEW FRAllWG <br />. (HEIGHT Of UPRIGHT IS UEASURED rROU TOP Of ," x 2" PlATE TO BOTTOU Of WAll BEAU) <br /> <br />TYPICAL SCREEN AND GLASS ROQU <br />/" SQlD COVER <br /> <br />UIN 2" x 2" .0.0,44" <br />(TYPICAl) , <br /> <br />~ <br /> <br />VARIES <br /> <br />~ <br /> <br />lIAX. WIDTH 53" <br />ROUGH OPENING <br /> <br />SHEETING BOTH SIDES <br />1 1/2" x 2" <br /> <br />2" . 2" <br /> <br />SlAB 3 1/2" IIIN. ____ <br />(!1 [ DCTAIL) <br /> <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />NOTE: THE HOST STRUCTURE llUST BE CAPA8LE ~ SlI'PORTINC tHE AlIJIIWUII STRUCMlE TO BE AnAClfl) TO 111: HOST STRUCMlE. GDlERAlLY 111: <br />coonCfj ~ 11( EXlsnNG STRUCTURE lIltL INDICATE 111: STRUCT\JR[S CAPAIlIUTY. 111: rOlLOWINC COOllOfSfltOST S1IlUClUlES All[ CAPNlC <br />~ suppamNC tHE AlUlI/HUlI S TRUClURE TO BE AnAQiEO; <br />1. IIA$()jRY WAllS, 2"x 4" fRAloI: CCfjSTRUCT1Qf WAlLS. PRE ENClN[[RED llOOO TRUSSES W/ A t'x 6" SUB rAOA AND A !RUSS 0'00HANC ~ IJ' <br />TO 4', AHD/r1l AnA()llIENT Of THE AlUlltlUW STRUCTURE TIIlOOCH 11( 1. fAOA TO 11( !RUSS IlUTTS W/ A IIAX11Ul ~ 4' 1RIISS 0\UlIIANli. <br />2. 1I000lE HalES IIAM1f ACIURED Af1!:R 1984 AHD BUll T TO THE '984 IllD STANDARDS HIl[ 111: ANOOlS All[ INTO 111: 1RIISS 1ll!TTS. <br />3. CCfjDlTICfjS NOT CO\{REO A80\{ SHAll BE RE\lE11(D By 111: ENGINEER TO ll[TERUN: 111: HOST SlllUC1UlE AIlEOOACY, <br />4. All TRUSS SYSTElIS SHAll HA\{ A IIAX1l1Ul1 SPACING ~ 24" D.C. <br />5. 1I0000E HalES NOT C()jfC1lllIHC TO THE STANlARllS A80\{ SHAll flA\{ A SElf SlJPPC1lltlC rAIl AOJACOIT TO 111: l/0lllE HOI: IN l.(IJ ~ <br /> <br />31/2" <br /> <br /> <br />.!- ," '4 BAR can <br /> <br />~2" ...... --- <br />'-. <br /> <br />S" <br /> <br />STEEP SlCI'E rOOTING <br />),' - 10' <br /> <br />UIN. 2500 PSI CONC. I\1TH 6 . 6 "HDED "'RE <br />OR nBER UESH TYPICAl ALL SlABS. . <br /> <br />I , 15 BAR CONT. <br /> <br /> <br />~ <br /> <br />UOIlERA l[ SlOPE rOOTING <br />2"/'2" - l' - 10' <br /> <br />NOTE: fiBER UESH COOCR[l[ [)(IS <br />NOT REOUIRE WIRE ul'SH <br />FlAT SlOPE / NO rOOTING <br />o - 2"/12" <br /> <br />SLAB DEl AILS ADDRESSING EROSION <br />'2" PANS OR CONTINUOUS CO\{R <br /> <br /> <br />JOB NAME <br />~ ADDRESS <br />IS . 5/S" CORROSl()l <br />RESISTIVE WASHER <br />HEADED SCREWS <br /> <br />12" <br /> <br />t <br /> <br />I' ", <br /> <br />DR WIt,Jr.' -.~:R 1 PERMIT <br /> <br />, ! . . ~ ..... <br /> <br />. '~I :..: <br /> <br />TYPICAL PANEL <br /> <br />UEers THE RalJlABeeNT8 ' <br />OF ('.J.fApTEP 1205 sec 1991 . m <br /> <br />DAl <br />1 9< <br /> <br />~~ <br />~~ <br />!i~ <br />~5 <br />is''' <br />bli <br />~~ <br />~~ <br />.a <br />Q~ <br />I! <br /> <br /><':>0 <br />~~ <br />I~ <br />~~ <br /> <br />~ <br />B <br />~ <br />j <br /> <br />