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DESIGN CRITERIA
<br />STRUCTURAL STEEL
<br />CODE 2015 IBC / IRC
<br />SEISMIC ZONE CATEGORY D
<br />STRUCTURAL STEEL TUBES SHALL BE ASTM A500, Fy=46 KSI.
<br />SITE CLASS C
<br />ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36,
<br />1=1.0
<br />Fy=36 KSI. ELECTRODES SHALL BE E70XX
<br />FLOOR LOAD LL 40 PSF
<br />ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH
<br />DL 10 PSF
<br />LATEST AWS SPECIFICATIONS, ALL WELDING SHALL BE
<br />ROOF LOAD LL 25 PSF
<br />PERFORMED BY WABO CERTIFIED WELDERS.
<br />DL 10 PSF
<br />WIND LOAD EXPOSURE B
<br />MISC. STEEL
<br />85 MPH
<br />ALL MISC, STRUCTURAL STEEL SHALL HAVE A MIN.
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
<br />Fy = 36,000 PSI
<br />CONSTRUCTION AND ANY DISCREPANCIES OR CONTRADICTIONS
<br />SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
<br />TRUSSES
<br />PRIOR TO CONSTRUCTION
<br />ALL TRUSSES SHALL BEAR THE MANUFACTURES SEAL
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING
<br />THE MANUFACTURE SHALL PROVIDE CALCULATIONS,
<br />PRIOR TO COMPLETION OF ALL STRUCTURAL ELEMENTS
<br />DESIGN SPECIFICATIONS, AND DETAILS PREPARED AND
<br />WHERE SPECIFICATIONS, DETAILS, NOTES OR PLANS CONFLICT,
<br />STAMPED BY A WASHINGTON STATE LICENSED
<br />THE MOST STRINGENT SHALL APPLY UNLESS APPROVED BY
<br />STRUCTURAL ENGINEER FOR COMPLETE INSTALLATION
<br />THE ARCHITECT PRIOR TO CONSTRUCTION
<br />AND ASSEMBLY TO THE JOB SITE PRIOR TO INSTALL.
<br />IN NO CASE SHALL WORKING DRAWINGS BE SCALED FROM
<br />TRUSSES SHALL BE INSTALLED WITH ALL BRACING AND
<br />THE PLANS, SECTIONS, OR DRAWINGS.
<br />BLOCKING PER THE MANUFACTURES SPECIFICATIONS.
<br />THESE DRAWINGS ARE TO BE VOIDED IF THEY DO NOT BEAR
<br />PLYWOOD
<br />THE WET STAMP AND WET SIGNATURE OF THE ARCHITECT
<br />ALL ROOF AND WALL PLYWOOD SHALL BE GRADE 'C/D'
<br />OF RECORD AND ARE THE SOLE PROPERTY OF PORT GARDNER
<br />WITH EXTERIOR GLUE OR EQUAL APPROVED BY THE
<br />ARCHITECTS AND DOUGLAS N. HANNAM - ARCHITECT
<br />BUILDING OFFICIAL
<br />FOUNDATION / CONCRETE / REINFORCING
<br />ROOF AND FLOOR PLYWOOD SHALL BE LAID PERPEN-
<br />SOIL BEARING ASSUMED TO BE 2000 PSF
<br />DICULAR TO SUPPORTS
<br />PLYWOOD INDEX FLOOR 16 MAX.
<br />- FOOTINGS SHALL BEAR ON GOOD, UNDISTURBED SUB
<br />ROOF 24 MAX.)
<br />GRADE, FREE OF ORGANIC MATERIAL.
<br />SAWN LUMBER
<br />CONCRETE SHALL BE A MIN. 5 1/2 SACK MIX WITH A
<br />ALL SAWN STRUCTURAL LUMBER SHALL BE GRADED
<br />Fc = 2500 PSI AT CONC. SLABS AND ALL OTHER TO BE
<br />AND MARKED IN CONFORMANCE WITH WCLIB STANDARD
<br />Fc = 3000 PSI WITH BETWEEN 5% AND 7% AIR ENTRAINMENT
<br />GRADING RULES, LATEST EDITION.
<br />ALL REINFORCING STEEL FOR CONC. OR MASONRY -
<br />ALL LUMBER SHALL HAVE A MAX. OF 19% MOISTURE
<br />#4'S SHALL BE GRADE 40 UNLESS OTHERWISE NOTED.
<br />CONTENT AT TIME OF INSTALLATION
<br />#5'S OR LARGER SHALL BE GRADE 60 U.O.N.
<br />ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD
<br />ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING
<br />SHALL BE PROVIDED WITH STD. WASHERS,
<br />MIN. CONCRETE COVER.
<br />FROM EARTH 3"
<br />ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
<br />INTERIOR WALL SURFACE 1 1/2"
<br />PRESSURE TREATED OR CEDAR, UNLESS OTHERWISE
<br />EXTERIOR WALL SURFACE — 5 OR SMALLER 1 1/2"
<br />ALLOWED BY BUILDING CODE OR BUILDING OFFICIAL.
<br />(EXPOSED TO WEATHER) 6 OR LARGER 2"
<br />ALL BEAMS AND HDR'S SHALL BEAR ON A MINIMUM OF
<br />LAP ALL REINFORCING STEEL A MIN. OF 40 DIAM. W/
<br />(1) 2X CRIPPLE STUD AT EACH BEAM END, ALLOWING A
<br />A MIN. LAP OF 16" AT ALL SPLICES. DETAIL, FABRICATE AND
<br />MIN. 1 1/2" OF BEARING AT EACH BEARING POINT.
<br />INSTALL IN ACCORDANCE WITH THE LATEST EDITION OF A,CJI
<br />'MANUAL OF STANDARD PRACTICE.'
<br />ALL 2X OR GREATER SHALL BE HF#2 & BETTER
<br />UNLESS OTHERWISE NOTED.
<br />ALL REINFORCING BARS, ANCHOR BOLTS, HOLDOWNS, AND
<br />OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION
<br />ALL BEAMS AND HEADERS SHALL BE MIN, 4X8 HF#2
<br />PRIOR TO PLACEMENT OF CONCRETE.
<br />UNLESS OTHERWISE NOTED.
<br />PROVIDE 1/2" DIA. X 10" ANCHOR BOLTS SPACING
<br />ALL STUDS SHALL BE STUD GRADE OR BETTER
<br />PER FOUNDATION PLAN OR AT MAX. 4' O.C. AND
<br />UNLESS OTHERWISE NOTED.
<br />WITHIN 12" FROM CORNERS OR WALL ENDS BUT NOT LESS
<br />THAN 7 BOLT DIAMETERS FROM ENDS. ALL ANCHOR BOLTS
<br />NAILING SHALL BE WITH COMMON WIRE NAILS AND
<br />SHALL HAVE A MIN. OF 7" EMBEDMENT IN CONC. U.O.N.
<br />SHALL BE INSTALLED PER IBC TABLE 2304,10.1
<br />(OR ABLE R602.3(1) IN R3 OCCUPANCY)
<br />ALL ANCHOR BOLTS SHALL BE INSTALLED WITH A
<br />UNLESS OTHERWISE NOTED.
<br />3"X 3"X 1/4" WASHER (SIMPSON BP1/2 OR EQUAL)
<br />ALL MISC. CONNECTION HARDWARE SHALL BE BY
<br />FASTENERS FOR PRESSURE PRESERVATIVE
<br />OR APPROVED EQUAL. INSTALL
<br />AND FIRE -RETARDANT -TREATED WOOD SHALL BE STAINLESS STEEL
<br />MFG.SSIMPSON COMMESTRONGD T
<br />MFG.'S RECOMMENDATIONS AND AS NOTED ON PLANS
<br />OR OF HOT -DIPPED GALVANIZED STEEL IN ACCORDANCE
<br />WITH ASTM A153, CLASS G-185. STEEL CONNECTORS
<br />FOR PRESSURE PRESERVATIVE AND FIRE -RETARDANT -TREATED
<br />WOOD SHALL CONFORM WITH ASTM A653 (ZMAX/HDG FOR
<br />SIMPSON CONNECTORS). EXCEPTION: 1/2" DIAMETER OR BOLTS TO BE WITHIN 2" OF SHEATHED SIDE OF SHEAR °INALLS.
<br />GREATER STEEL BOLTS. NON -SHEAR WALLS MAY BE CENTERED ON SILL PLATE
<br />(3) 16d TOE NAIL
<br />TRUSSES TO PLATE
<br />DBL PLATE TO TOP PLATE
<br />10d AT 24' O.C.
<br />PROVIDE H-1 CLIP TO EACH
<br />TRUSS TO DBL PLATE AT WALL
<br />TOP PLATE TO STUD END NAIL (2) 16d
<br />TRUSS TO DBL PLATE AT WALL
<br />SOLE PLATE TO RIM JOISTS (3) 16d
<br />AT 16" O.C.
<br />SILL PLATE TO RIM JOIST 16d AT 6" O.C.
<br />(2) 16d TOE NAIL STUDS TO PLATE
<br />FLOOR SHEATH'G TO BE NAILED
<br />W/ 8d COMMON AT 6" PANEL EDGES
<br />AND 8d COMMON AT 12" INTERMEDIATE
<br />SUPPORTS
<br />3/4 to m 1 a-0"
<br />MINIMUM (2) BOLTS PER EACH SECTION OF SILL PLATE
<br />1/2"9 ANCHOR BOLTS TYPICAL. SEE SHEARWALL SCHEDULE AND PLAN
<br />MIN. 1/2" CDX PLYWD ROOF p FOR SPACING, PROVIDE 3"x 3"x 1/4 ST PLATE WHASHERS TYP.
<br />SHEATHING W/ 8d AT 6" O.C.. PANEL EDGES WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 OF PLATE WIDI
<br />AND 8d AT 12" O.C. PANEL FIELD INSTALL ONE ANCHOR BOLT AT EACH SIDE OF NOTCH,
<br />8d AT 6" O.C. ROOF SHEATH'G TO
<br />CONT BLK'G AND TRUSSES
<br />(3) 16d BLK'G TO TOP PLATE ,
<br />9� 9° �` 9° � r 9. 1
<br />T P® �S�L P T T
<br />8d AT 6" O.C. BOUNDARY NAILING
<br />WALL SHEATH'G TO TOP PLATE
<br />MIN. 1/2" CDX PLYWD WALL SHEATH'G
<br />PANELS LAID VERTICAL W/
<br />8d AT 6" O.C. PANEL EDGES
<br />AND 8d 12" O.C. TO INTERMEDIATE
<br />SUPPORTS
<br />SHEATH'G TO SILL PLATE - 8d AT 6" O.C.
<br />RIM JOIST TO MID SILL MIN, 8d AT 6" D.C.
<br />EXTEND SHEATH'G TO MUD SILL
<br />W/ 8d AT 6- O.C.
<br />3/4" = la-0"
<br />SILL PLATE TO RIM JOIST 16d AT 6" O.C.
<br />NOTCH RIM JOIST AS RE 0 Q .
<br />OR INFILL AT IAP'D JST
<br />TOE NAIL TO BEAM BLK'G W/
<br />16d AT 6" O.C.
<br />LAP JOISTS
<br />F
<br />2x BLK'G AT BEAM
<br />I
<br />TOE NAIL TO BEAM W/
<br />16d AT 4" O.C.
<br />�I
<br />MAINTAIN MIN. 12"
<br />CLR BTWN BM AND
<br />PLATE
<br />1 _ 3/4" m 1 a_010
<br />O
<br />/ / / L17 RY
<br />9
<br />A4
<br />I / V
<br />l
<br />AIS
<br />I TING/
<br />/ I
<br />I / i I
<br />CRAWL P / /lAW CUT /ASREQ
<br />(_10 ; NEW 24"x18"
<br />A4 CRAWL SPACE ACCESS
<br />IN EXISTING STEM WALL 5
<br />' / / A6 ,
<br />PT 2x8 HF#2 LE))GER I - 24 X 24 CRAWL SPACE
<br />/?4 O.C.
<br />T POST E BET ACCESS DOOR
<br />EXIST
<br />— — — — 7 r — — -i WALL LINE
<br />1 D„ N 5 7'-5y,"+ —
<br />A5
<br />I + 2xl HF#2 FL JST
<br />AT 16" D.C. - LUS26 AT LEGDER
<br />5r4 CRAWL SPACE
<br />i A5 A5 A6 6
<br />4X6 WITH A5
<br />PT 2x8 HF 2 LEDGER i PT 4X4 POSTS
<br />/ W/ 2x4 PT POST i I MIN. 18 CLR
<br />f AV 2' O.C. - SEE DET BELOW BM
<br />I 3' 11Y"t �1
<br />DROP FL 1 1/2
<br />FOR TILE SHOWER
<br />DROP T.O. BM
<br />-
<br />I
<br />5' CONC SLAB ON GRADE IID
<br />9ROCI( PORCWWF
<br />1 1/2"
<br />CD OVERx4" CRUSHED
<br />A5 DROP T.O. BM
<br />e
<br />THICKEN EDGES TO 12" W x 10" DP
<br />1 1/2"
<br />,
<br />HF 2 FL,JS�T
<br />2x10 HF#2 FL JST
<br />A6 ( W/ (1) CONT. #4
<br />2x10 HF 2 FL JST
<br />`"
<br />/2x10
<br />d AT 16" O.C.
<br />AT 16 O.C. _ LUS26 AT LEGDER
<br />4AT 16" O.C.
<br />N
<br />SIM L------®
<br />6, 6„
<br />5'
<br />2"I
<br />6' 2"
<br />4
<br />I
<br />BUCK DOWN STEM 1 1/2"
<br />A5
<br />TYP. EAVES --8 6x6 POSTS
<br />(18" INCLUDING GUTTER) DETAIL 9 ALIGN INSIDE WALL
<br />8'
<br />6'-4"
<br />VERIFY - ALIGN INSIDE WALL
<br />r ALIGN W/ EXIST
<br />A6 FRAMING TO EXIST'G
<br />8'-2°±
<br />STUD FACE 13'-7Y"±
<br />7 Y - „+
<br />BOUNDARY NAILING FOR FL
<br />SHEATH'G TO BLK'G TYP.
<br />2x6 BLK'G AT BUCK DOWN
<br />(MIN 3-16d AT 16" O,C,)
<br />1
<br />BEAM AND POST PER FOUND PLAN
<br />W/ BC4 CAP AT EA. POST W/ 16d
<br />CONT. PT 20 W� 1/4"Ox 4"
<br />TITEN HD AND 3' SQ. x 1/4 DBL
<br />GALV WASHER AT MIN. 32" O.C.
<br />16"x 8" CONT. FT'G W/ (2) CONT.
<br />o III#4S
<br />BEVELED CEDAR SIDING TO MATCH
<br />EXISTING SFR OVER 15# FELT AND
<br />1/2" CDX PLYWD SHEATH'G TYP.
<br />SIDING STARTER COURSE
<br />W/ 1 5/" 'Z' FLASH'G OVER
<br />CONT. PT 2x6 TRIM BOARD
<br />OVER FELT AND SHEATH'G TYP.
<br />PROVIDE 5/" 'Z' FLASH AT PLYWO
<br />WHEN W/IN 6" OF GRADE
<br />GONG. PORCH OVER
<br />CRUSHED ROCK
<br />:o ao,•
<br />_EI°
<br />COMPACTED FILL
<br />MIN. 12" OF 1 1/2"
<br />o` °
<br />C
<br />WASHED ROCK
<br />WRAPPED IN CEO -
<br />FABRIC OVER
<br />/
<br />CONT. 400 PERF
<br />FT'G DRAIN.
<br />NORTH FOUNDATION NOTES
<br />MAINTAIN A MIN. 12" CL. BELOW BEAMS AND A MIN . 18" CL. BELOW JOISTS TYPICAL
<br />PROVIDE 1 2"9 X 10" ANCHOR BOLTS AT A MIN. 6'-0" OC WITH A MIN. (2) BOLTS PER PLATE
<br />AND AT LEAST (1)BOLT WITH IN 12" MAX AND 4" MIN. OF EACH CORNER OR END OF PIECE OF PLATE.
<br />FOUNDATION VENTILATION
<br />RE1 UIRED
<br />0 SF OF VENT PER 150 SF OF FOUNDATION AREA
<br />= 256.5 SF FOUND, AREA/ 150 SF
<br />1.7 SF OF VENT REQ,
<br />PROVIDED
<br />(3) 14" X 8" VENTS (.59 SF EA.)
<br />1.8 SF VENT AREA PROVIDED
<br />ALIGN ALL VENTS AND CRAWL SPACE ACCESS
<br />WITH WINDOW OPENINGS ABOVE (CTR. WHERE SHOWN)
<br />INSTALL VENTS WHERE SHOWN TYP
<br />1/2" GWB OVER 2x6 STUDS AT 16" O.C.
<br />W/ R--21 FACED BATT INSULATION TYP.
<br />SECURE 2x JOIST TO GONG. STEM WALL
<br />OVER 30# FELT W/ 1/4"Ox 4" TITEN HD
<br />AND 3"x 3x 1/4' PLATE WASHER AT 32" O.C.
<br />OPTION -- PROVIDE PT 2x4 VERT BLK'G
<br />AT STEM WALL AT 24" O.C.
<br />MINI. 3/4" T&G PLYWD FLR SHEATH'G TYP.
<br />'I R-30 MIN. FACE BATT
<br />IINSUL. BTWN JOISTS,
<br />i
<br />1 (2) #4 CONT. AT TOP AND
<br />#4'S HORIZ. AT 16" O.C.
<br />#4'S VERT AT 32» O.C. TYP.
<br />� z
<br />(2) #4'S CONT.
<br />LL 6 MIL VB AT CRAWL SPACE
<br />UNDISTERBED SUBGRADE TYP.
<br />�� SiEM WALL q PORCH
<br />3/4ae ® 1 am0n
<br />TYP. 1/2" GWB OVER 2x4 STUDS
<br />AT 16' O.C. (1/2" DENSE CORE AT SHOWER)
<br />NOTCH RIM JOIST AS REQ.
<br />OR INFILL AT LAP'D JST
<br />LAP JOISTS
<br />R-30 BATT INSUL. "
<br />SET CONT. 2x BLK'G AT
<br />BEAM NOTCHED FOR DROPPED
<br />JOISTS WHERE OCCURS
<br />MAINTAIN MIN. 12"
<br />CLR BTWN BM AND
<br />PLATE
<br />MIN. 6 MIL - -�
<br />VISQUEEN VB
<br />3/4" ® 1 a-00
<br />BEVELED CEDAR SIDING TO MATCH
<br />EXISTING SFR (REVEAL AND COURSING)
<br />OVER 15# FELT AND 1/2CDX PLYWD
<br />SHEATH'G TYP.
<br />CONT. 1 5/8" 'Z' FLASH OVER
<br />CONT. PT 2x6 TRIM BOARD
<br />OVER FELT AND SHEATH'G TYP.
<br />PROVIDE 'Z' FLASH AT EDGE
<br />OF PLYWD SHEATH'G
<br />MIN. 2 1/2" CLR
<br />GRADE - SLOPE AWAY
<br />FROM STRUCTURE
<br />FULLY COMPAC _ _
<br />FILL ��IT_P
<br />MI. 12" OF WASHED
<br />DRAIN ROCK WRAPPED
<br />IN GEOFABRIC o0
<br />CONT. 4" PERF
<br />FT'G DRAIN. /
<br />UNDISTURBED SUB GRADE
<br />a _ JL
<br />1/2" GWB (OR MRGWB) AT FACE OF 26
<br />STUDS AT 16" O.C. TYP.
<br />DBL SILL PLATE - DRILL AS NEEDED FOR
<br />AB" " 3 t9
<br />1/2 ANCHOR BOLTS W/ 3 x x 1/4H
<br />DBL GALV PLATE WASHER - MAY INSTALL
<br />THRU FL SHEATH'G W/ REQ. EMBED
<br />(2) #4'S AT TOP OF STEM WALL
<br />MIN, 3/4" T&G PLYWD FL SHEATH'G TYP,
<br />R-30 FACED
<br />��� BATT INSUL.
<br />BTWN JOISTS TYP.
<br />HOLD JOIST FROM WALL MIN. 1" CLR OR
<br />PROVIDE 30# FELT BARRIER TO GONG.
<br />CONTACT TYP.
<br />`4'S HORIZ. AT 16" O.C. AND
<br />4'S AT 32" VERT. AND MIN. 12" FROM
<br />EACH FOUNDATION CORNER TYP.
<br />6 MIL VB TYP. AT CRAWL SPACE
<br />(2) #4'S CONT. AT FT'G TYP.
<br />SOUTH FT 9 G AND STEM AAAL
<br />3/4� m 9 a-0sa
<br />SECURE 2x JOIST TO EXISTING STEM WALL
<br />OVER 30# FELT W/ 1/4"Ox 4" TITEN HD
<br />AND 3"x 3x 1/4 PLATE WASHER AT 32" D.C.
<br />OPTION - PROVIDE PT 2x4 VERT BLK'G
<br />AT STEM WALL AT 24' O.C.
<br />ALIGN NEW (MIN) 3/4" T&G PLYWD
<br />FL SHEATH'G WITH EXISTING
<br />2x4 DIAG BRACE BTWN BM AND POST
<br />EA SIDE - (3) 16d EA CgNN.
<br />EXISTING SFR
<br />TO REMAIN
<br />EXISTING PLANK
<br />SUB FLOOR
<br />BEAMAT
<br />CRAWL SPACE
<br />VERIFY OR FILL CELL
<br />SEE FOUND PLAN I
<br />s
<br />W/ GROUT AT TITEN HD
<br />INSTALL BC4 CAP "
<br />EXIST'G CRAWL SPACE
<br />AT EACH POST
<br />W/ 16d'S TYP.
<br />EXIST'G STEM WALL
<br />PT 40 POST
<br />---
<br />OR HF#2 44
<br />TOENAIL TO PLATE
<br />EXIST'G FOOTING
<br />(3) 16d
<br />CONT. PT 20 PLATE'
<br />SECURED TO TYP.
<br />STRIP FT'G
<br />UNDISTURBED SUB SOIL
<br />RAWL SPACE ISTpG STEMALL
<br />3/41'-00
<br />TILE OVER THIN SET AND MORTAR R-21 FACED BAIT INSUL. TYP. SIDING OVER 15# FELT AND
<br />BED AT WET AREA (PER PLAN) W/ �``� 1/2" CDX PLYWD SHEATH'G
<br />ELASTO-DECK 5500 ELASTOMERIC 1/2" GWB OVER 2x6 STUDS '
<br />POLYURLTHANE WATERPROOFING OR AT 16" O.C. W/ 2x6 SILL PLATE li
<br />EQUAL OVER 1/2" DENS CORE !�
<br />CONT. SOLID 2x RIM JOIST
<br />PROVIDE 2x BLK'G W/ 16d AT 4"O.C,
<br />PROVIDE 2x CHAMFER BLK'G AT EDGES TYP. 1/2"� AB W/ WASHER
<br />AND PT 26 MUD SILL
<br />2x6 BLK'G AT BUCK DOWN TYP, FL JOISTS � SIDING STARTER COURSE W/ 1 5/0"
<br />(MIN 3-16d AT 16" O,C,) SEE FOUND PLAN OVERFELTGANDESHEOATH'GPTYPx6 TRIM
<br />- ---- R-30 FACED BATT PT 2x6 TRIM BAND
<br />INSUL. BTWN JOISTS
<br />I�y
<br />/ PROVIDE 1/2" T FLASH AT PLYWD
<br />WITHIN 8°' OF SOIL
<br />BEAM AND POST PER FOUND PLAN CONT, (2) #4'S AT TOP — I VARIES (MIN. 2 1/2" + 2x6 = 8")
<br />OF STEM WALL
<br />GRADE -SLOPE AWAY FROM STRUCTURE
<br />CONT, PT 20 W j 1/4"Ox 4" 4'S AT 32" O.C. VERT
<br />TITEN HD AND 3 SQ. x 1/4DBL 4'S AT 16" O.C. HORIZ.
<br />GALV WASHER AT MIN, 32 O.C. DOWELED INTO EXIST `7
<br />STEM WALL (MIN. 4")
<br />N Q
<br />16"x no" CONT. FT'G W/ (2) CANT. WHERE OCCURS 8 4
<br />#4'S rc
<br />6 MIL VB TYP. J —
<br />�� \ TYP. FT'G DRAIN W/ WASHED ROCK AND
<br />(2) CONT. #4 AT FT'G 1'-4" l GEO-FABRIC
<br />DOWEL INTO EXIST FT'G UNDISTURBED SUB GRADE
<br />((MIN. 4") WHERE OCCURS
<br />6
<br />T� A T �'��IBNED FOR P �-MI
<br />)WEN EAST F3/4aa � a®0aa - — 2018 DEC 3
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