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MANYF.STONE p 1 2xb STUDS a16.OL.
<br /> VENEER OVER ARB
<br /> „,..0. W/R-21 BATT INSUL
<br /> • OVER Yx'SHEATH. P►, Fh"NYe
<br /> II..'1 P.T.PATE PB¢ / II'-B•ADDN Y TO'-0'S EXIST. 5.6' o j
<br /> 1 STRUC7U2AL DRAWINGS 'r
<br /> 7�► 4'GONG.SLAB W/+4 o IB'OL. / 5-0' Y 6,W / 10'-0' / 5'-6' / 23'•8' / 31'-0k "' W z
<br /> MTL FLASHING a BASE ► .- „t.1
<br /> -
<br /> OF YRS MOOD CONST) E.W.OVER 6 MIL POLY VB,-T I6'-4" 4'-0' 10'3'3 v 5 at
<br /> \ R-,0 RIGID INSDL /1 / / / / <
<br /> 24 / 6'3•i / 8'-0" I�•/ e,
<br /> 12 p .ran+.•.
<br /> •4 a 18.04. m. ":. :i •'
<br /> XMWF.STONE VENEER r .L I_ll.> B D
<br /> OVER(ANC.PND.WALL I/ I I_ I .L+�
<br /> �Y I s
<br /> -I'I
<br /> y 2'SAND OVER 3' 1 \
<br /> FINAL GRADE GRAVEL UNDER VB.- • -r--
<br /> p \ \ . L '
<br /> eCONT..4 HORIZ. - ! , ( 14 N I I .I I K b.D
<br /> ill
<br /> 4'DNS..DRAIN •4 VERT.a 18.04. 4 I I .•I TOF r .•.� •, \-/iv
<br /> I :o
<br /> TIGHTLINE • W/6"NOOK ,I ON 12• I 1 1 sic
<br /> m r � , I I A2.I 1..1 1 .:
<br /> ., -- - FOOTINGS _
<br /> �'• -* 1-FOF a WALL SLAB Is 7PL.:ES Iz'TXIs AREA i• I®®I ®®I---- \}_/ \ / \ o
<br /> 4"PERF.DRAIN�N 12' I. 8" 8' 8' / (2)CONE,»4 0 , L-�o L-=-_.
<br /> - 6x6 POSTS OVER 24' _O M
<br /> BLANKET OF DRAINAGE I •r XXX '
<br /> �FIL-ER, FABRIC I'3'/ I� ,-. _ _ .__ DIA.CANC. K FTG. -, r e
<br /> YV(2)W VERT, _ y
<br /> C FOUNDATION DETAIL T 1 r s " ®. •-
<br /> ala=r-0 I. I I SLAB' '4 W
<br /> _ 1 NEW CONC.SLAB :r 16°DIA
<br /> 2x6 sTUDr a 16'OL. Q .. r I y a
<br /> H/R-21 BATT INS1L. i MAN&.STONE m •� I,I �J i I L ICI. r-, I---, E--, I DECK FTGs.� ❑®�minQ V N
<br /> P.T.PLATE PeR I II. 01 VE NEER OVER EAT.. \ I P.
<br /> 1 I I 71 I I ® I . I ® I 1'` I (I I® I \ �` ��^
<br /> STRUCTURAL DRAWINGS ► BASE FLASHING L � 142 L 241 I I I ❑❑ X U iv
<br /> ► b WEEP a VEN. ASPHALT COM. T L I-._al J
<br /> 1-4'CONC.SLAB A/.4 LL--� L- J _ -4 ,y Q g
<br /> !IB'OL.EW.OVER r 4111* 2
<br /> 4'CONC.PAVING LANDING I I I I I I _ J N '
<br /> 6 MIL POLY VB. ,► I MERE SHOWN ON PLAN m FF88pp
<br /> T R'O R1510 IN IL- __ a ,�
<br /> CUT CVT PDN. i• 1
<br /> �� - TO SLAB �" id
<br /> sj
<br /> -2'SAND OVER 3•
<br /> GRAVE.18 VB. . CRAYL SPACE N
<br /> Z
<br /> CANT.x4 HORIZ. m75' I 0 NEW 4'COM.SLAB I EXIST.CONC.SLAB I 1
<br /> !18'04. y
<br /> m y
<br /> •4 VERT,a'HO4•DNSP.DRAIN
<br /> iN/6'HOCK
<br /> TGHTLINE ® L. iZ
<br /> iZ
<br /> O '.1 P
<br /> 0: an itt0U11101e.
<br /> Ell `"4"PERF.CRAW IN I2' J L I Lti m
<br /> (2)CONT.xa 8' 8' 'a- BLANKET DRAINAGE \ \ f .. - .. .. O,
<br /> O2 FOUNDATION DETAIL �"RA PPED IN v i s Ti I _ - ..
<br /> FILTER FABRIC
<br /> 3/4'=1'-0' m I, L --J -1 NEW 8x6 POST A' L
<br /> IB'50.x10'FTG. I c
<br /> 11
<br /> 2x6 STIR PONY WALL \ I .
<br /> 6' . SIDING OVER SHEAT". �! • z
<br /> 'S
<br /> �. PER STRUCT. p 1'-8'
<br /> CONS.PORCH /
<br /> ®
<br /> / AND STEPS - . _ - 1 _ . _
<br /> - _P.T.SILL PIM STRUCT.
<br /> U TOF
<br /> -• p I-FRE DRAINING BACKFILL ASPHALT +O"± 16" CUT gJfJFDNL CUT OUT FDN. ^� `a
<br /> FURRING a CONC.AXIS: A TOF / 4. 3'-4' TO SLAC +44 i I TO`CAB ' c.5;?-
<br /> 2x4 STUDS a 16.OL,VW A _ 1-180±- -I 9 +i q-3
<br /> R-2I 3ATT INSUL,-� w . AA- -.OF \ I r j 1.g a?3'a
<br /> 4•GONG.SLAB IV•4 -. NE!BLOW Q "-'I••� I I . I •
<br /> \ \ :?-1422.1,
<br /> e C O.C.EYES OVER 4 • BSMR.WALLS EN I I g` FOUNDATION PLAN VIM " v 3°3
<br /> \ \ L.
<br /> -J TOF 1 p�.�zR e - S�z...,TRLG..RAL DRAWINGS ANC NOTES FOR ADDITIONAL INFORMATION
<br /> b MIL POLY VB.- ,5 SEE 5- TURAL 1-•1 6 FA ;A i•811
<br /> DETAI 2/53.1 FOR pp 'O"± I I - RF-ATE7 TO FOUNDATIONS,SNEARAALS.AND HOL 48'0 5.
<br /> pi '., (---T 2.SILL PLATES AT FgMDATION TO HAVE 5/8"AB.*48.OL.(T"MIN.EMBED
<br /> .� 2 - RETAI ING WALL \- �-+.. I INTO CONCRETE) 3 ^Jf.`
<br /> 4 - 'DI -'-IONS AND REI)ST - TOP .•. ®4 3.ALL FGIB4 DATIONS TO BEAR ON FIRM UNDISTURBED NATIVE 50145 OR E4-4 5
<br /> _ -12"=�� r L-J •
<br /> -2'SAND OVER 3' 4' DRAIN E+51N�ED FILLS ExCEDING THE uE•INS SHOWN ON THE DRAWINGS,BUT C"--=
<br /> GRAVEL'SER VB. : T- 158 --�' , -FOP!WALL -, fl AT LEAST 12'BE.OY/EXISTING GRADE AND 18'3ELOW FINAL GRADE. c S
<br /> I4.COVER FOR REINFORCEMENT SHAL E AS FOLLOWS:
<br /> „ - --- - - - - - I",_1 t� I -FOOTINGS AND RETAINING WALLS(CAST AGAINST SOIL.)-3'COVER
<br /> "PERF.DRAIN IN 12" ® 10 • -SURFACES EXPOSED TO EARTH OR YEAT/ER-2"COVER
<br /> .NKET OF DRAINAGE/RAPPED IN q z -COLUMNS AND BEAMS-I-1/2'OWER
<br /> ' ' 411,
<br /> • ILTER FABRIC N. L®1 NEM/CONCIS .SLAB W/12'•4THIS•IS'OL.EA.(Tr.) I ® NC.-16'VIA.CODECK FTG. 'D E -SLABS AND INTERIOR HALLS-3/4'COVER
<br /> SLAB DROPPED ARBA W/(2)+4 EARS VERT.(TMP)
<br /> • 'Q 5.5M GENERAL NOTES AND SPECIFICATIONS FOR FURTHER NOTES.
<br /> NYiTE,DON T BACKFILL WAIL UNTIL SLAB IG POLI®. v I ' ,(.®) (®� (®� (®� \ LZGEND
<br /> EXPOSED 6.6 POST
<br /> O RETAINING WALL FOUNDATION
<br /> 18 18'SO.x 10'A/(2).4 EYL
<br /> 3fa"=1'-0' m +- J 2a 24' O.x i0'YV(3)xa EA L .m I 3'x821' "KERF PL. a) V y O
<br /> 30 30.52.x 10•W/(4)94 EYL . W/(2)K'DIA.THRU � �" M
<br /> 36 36'32.x 10"A/(4)b4 EA. -MIN- BOLTS MELDED T o E,� 0 N
<br /> CZ
<br /> P.T.6X8 ANCHOR 42 42'SO.x 10'W(5)•4 E A. 5',31"4'4 BASE PL. •,r
<br /> (2)%'MB.THPoI 6X6 COL. . 'v „ W/(2)+4x8•BARS y C/1
<br /> b 6X8 BLOCK-0.190 ' (� °"AB • 3'i CHAMFER (� Q
<br /> GALV.MASKERS l v,, (T ESD) __� L 4.. _-J WENDED TO BOT. QJ Q'
<br /> • mi PT.6X8 BLOCKS N--\-..... ®� _ .. 1...'.. 1... -. I 3
<br /> ■ I� EA c•• ...• L J \ T11211 II J GONG.PAVING CE a O
<br /> Y STRUCT).-°'/4' I1 .I I III II C �' v
<br /> I I I CHAMFER TCP I, III O 41
<br /> I I 4 I 111 4 �F�j� .41 a'�i
<br /> 1 l I (4)x4 BARS VERT. . - I I �I I -0:1<
<br /> V w
<br /> . I VW 8'HOOKS ‘ el D \ 1 1L u (2)x4 VERT,Al
<br /> I I
<br /> I 6"HOOK
<br /> E
<br /> ill I I I L-CONC.FIG.
<br /> 12)s4 BARS E.W. c 0 _ I
<br /> / _ /2'-0'Y 3 / '4'-b' II'-2' �'3'/ 6-8• / 63' / 6-8• /13•/
<br /> L''
<br /> ,
<br /> TM ARID 10'O.C. (2)HORIZ EA
<br /> MAX. I 1 I` J
<br /> •
<br /> I
<br /> k 14' A
<br /> \ \ 15
<br /> 0NORTH / 3' / B" x
<br /> ® CANOPY COLUMN FOOTING FOUNDATION PLAN ° 1 2 6�' / 07/
<br /> A2.1
<br /> 3/4"_,-01� O5 6x6 POST FOOTING
<br /> 1/4"=1'-0' 1 1rr=P-0'
<br />
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