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4"TUBE STEEL WELD TO 5"6"418" 2 LAYERS 60 MIN.GRADED'
<br /> SHEATING I GALV.STEEL PLATE-PTD BUILDING PAPER 01 STEEL PLATE
<br /> AND BOLTS
<br /> W.R.B. I 2112"0 THRU BOLT WI i
<br /> 3"SQ WASHER i
<br /> CEMENT PLASTER C
<br /> SEE SPEC. i BLOC i 3"SQ WASHER 1
<br /> NOTE:AT STL.PLATE LOCATIONS i ■
<br /> PROVIDE 518"DIA.SLEEVE FILLED WI
<br /> SEALANT
<br /> 2x8 BLOCK WI(2)A34 5865 Owens Drive
<br /> CLIPS @BOLT LOCATION Pleasanton, CA 94588
<br /> GRIND 925-251-7200
<br /> SMOOTH
<br /> SET SLEEVE PRIOR TO CEMENT THIN BRICK VENEER 01 BOND
<br /> PLASTER'INSTALLATION PROVIDE COAT 01 SCRATCH COAT W.WIRE
<br /> 4"TUBE STEEL WELD TO PLATE SEALANT @ PERIMETER OF i FOtINGS.S.D. MESH0/2LAYERS 60 MIN.GRADE
<br /> SET SLEEVE PRIOR TO CEMENT PLASTER SLEEVE i "D"BLDG.PAPER.INSTAL VENEER
<br /> INSTALLATION PROVIDE SEALANT @ PERIMETER PER TCNA W201
<br /> OF SLEEVEMING S.S.D. SHEATHING WHERE18"SQ.40 MIL FORTIFLASH
<br /> WOOD BLOCKING AT METAL PLATE,S.S.D. OCCURS
<br /> 01 SHEATHING BEHIND STEEL
<br /> PLATE.BOLT PLATE THRU
<br /> SCALE: 3"=1'-0" SCALE: 3"=V-0" FORTIFLASH TO SOLID BLOCKING.
<br /> AWNING BRACKET AT STUCCO 20 AWNING BRACKET AT THIN BRICK 15 CONSULTANT
<br /> 1000S250-43 HORIZ.STUD SUPPORT BRIDGING EACH VERTICAL SLOPE
<br /> 7112„ STUD ATTACHED TO SUSPENSION ROD PLATES. LAP
<br /> 3116" 3112" 5114" HORIZONTALLY SEE DETAIL SNAP ON GSM COPING,PRIMED
<br /> 1" 1" 7112"x 6112"x 112"STEEL PLATE FOR ROD CONNECTOR PLATES AND PAINTED
<br /> (2)SHAPED 318"ROD 3 ATTACHED TO VERTICAL WOOD STUD WALL w1(4)1/2"DIA BOLTS, SINGLE-PLY CAP
<br /> i I CONNECTOR SEE 11A FOR MORE INFORMATION � � �FASTENER WI
<br /> PLATES WELDED NEOPRNE WASHER
<br /> 112"STEEL PLATE 3"X 6"X 314"STEEL SPACER PLATE WELDED BETWEEN SHAPED
<br /> ATTACHED w/(4)112"DIA TO STEEL PLATE CONNECTOR PLATES.DASHED LINE IS FRONT&BACK EDGE OF ] 2x6 OUTLOOKERS @ 16"O.C.
<br /> X 5"LONG LAG SCREWS 135 i SPACER PLATE = -
<br /> -� ELEvEn
<br /> ROD CONNECTOR AN SPACER PLATES,SEE 20A& -
<br /> 3116" I 20B FOR DETAIL INFORMATION / CONT.CLEAT EA.SIDE I'
<br /> 314"DIA SUSPENSION ROD 1314"R /' M
<br /> 51/2" SUSPENSION ROD,SEE 20A&20B FOR DETAIL / L90 CLIP wl WOOD SCREWS TO 6x8
<br /> INFORMATION / AND S.M.S.TO STUD
<br /> FOAM TRIM,FOR FINISH PAINT SINGLE-PLY ROOFING OVER
<br /> VERT.STUDS BEYOND / 6x8 WOOD BLOCKING COLOR,WHERE OCCURS PER ELEV. I I VERTICAL SURFACE
<br /> /" i 7-11 #1043581
<br /> L50 CLIP TOP AND BOTTOM w1 WOOD
<br /> CL SCREWS TO 6x8 AND S.M.S.TO STUD I'
<br /> i � I 1314"R 314"DIA PREDRILLED HOLE FOR ROD
<br /> BOLT ATTACHMENT /�/ LAP SIDING,SEE FINISH SCHEDULE,INSTALL PER a, 1112 1112
<br /> MANUFACTURER'S INSTRUCTION "
<br /> M 45 4"X 4"X 314"TRIANGULAR STEEL SPACER / BUILDING PAPER
<br /> PLATE WELDED BETWEEN SHAPED
<br /> TURNBUCKLE AT MID-POINT OF 45 CONNECTOR PLATES.DASHED LINE IS GYP.BD,SEE WALL SCHEDULE
<br /> SUSPENSION ROD FRONT EDGE OF
<br /> SPACER PLATE SHEATHING,S.S.D. =
<br /> 2" 4" /
<br /> FURRING STRIP,SEE WALL SCHEDULE CEMENT PLASTER -I NOTE:FOR NOTES NOT
<br /> NOTE: 6 / SHOWN,SEE DETAIL 11A9.4
<br /> GRIND ALL WELDS SMOOTH AND / SCALE: 3"=1'-0" w
<br /> POWDER COAT STEEL PER ELEVATIONS AND (2)SHAPED 318 ROD CONNECTOR /' - Z w
<br /> FINISH SCHEDULE,A5.1 PLATES WELDED
<br /> 01
<br /> CHANNE S @ EA CONNECTION TURNBUCKLE AT MID POINT OF PARAPET CAP 4
<br /> O �
<br /> SEE ELEVATION FOR QTY /' SUSPENSION ROD
<br /> AND LOCATIONS
<br /> U
<br /> / Z
<br /> w p
<br /> 06
<br /> 22 GA.METAL DECKING SLOPED 2X10 BLOCK WI A34 EACH END @ I Z
<br /> TO DRAIN SCREW LOCATION CEMENT PLASTER-SEE SPEC. U
<br /> TRIM,FOAM <
<br /> rt 110 3116" NO SLOPE(a, SEE ELEVATIONS - GRADE'D'WEATHER-RESISTIVE BARRIER 0
<br /> FRAME )� N
<br /> SHEATHING WHERE OCCURS O
<br /> LJ FRAME,3 SIDES,WELDED TO __ __ _
<br /> STEEL ANGLE @ WALL.POWDER I 2-PIECE SPRINGLOK COUNTERFLASHING (n
<br /> COAT ASSEMBLY AS PER ELEV SLOPE:0'114"=1'0"MIN
<br /> � SYSTEM TYPE ST,BY FRY REGLET OR EQUAL O J
<br /> I
<br /> FRONT VIEW @ EXTERIOR THIN BRICK j
<br /> ROD CONNECTOR 5 " DX PLYWD.SPACER z
<br /> SEALANT WI BACKER ROD BASE FLASHING
<br /> SHEATHING WHERE ROOF MEMBRANE
<br /> J-MOLD FLASHING,PAINT TO MATCH STUCCO COLOR;TYP. OCCURS,S.S.D. KICKER S.S.D.
<br /> 2"x2"1 1G CONTINUOUS ANGLE ATTACHED TO
<br /> ANGLE AND ROOFING wl#10 SMS wl EXTERIOR WALL FRAMING,S.S.D.
<br /> NEOPRENE WASHERS,POWDER COAT TO
<br /> MATCH FRAME @ 12"O.C.
<br /> NOTE:SEE COPING CONDITION DETIALS STRUCTURE,S.S.D.
<br /> 4"AN114"CONTINUOUS STEEL ANGLE,WIDTH OF FRAME,wl(2)1"
<br /> A B DIA HOLES @ 1"FROM EA END.POWDER COAT TO MATCH FRAME. C WHERE THEY OCCUR
<br /> SCALE: 1 1/2"=V-0" SCALE: 11/2"=1'-0"
<br /> METAL AWNING 13 PARAPET AT BRICK 3
<br /> PR#2 01 .06.2020
<br /> 1000S250-43 HORIZ.STUD SUPPORT BRIDGING EACH VERTICAL
<br /> 7112„ STUD ATTACHED TO SUSPENSION ROD PLATES. LAP
<br /> HORIZONTALLY SEE DETAIL
<br /> 3116"
<br /> 1" 1"
<br /> 7112"x 6112"x 112"STEEL PLATE FOR ROD CONNECTOR PLATES _
<br /> 3112" 5114" X REVISIONS
<br /> (2)SHAPED 318"ROD 3" ATTACHED TO VERTICAL WOOD STUD WALL w1(4)1/2"DIA BOLTS,
<br /> CONNECTOR SEE 11A FOR MORE INFORMATION
<br /> 112"STEEL PLATE PLATES WELDED 3"X 6"X 314"STEEL SPACER PLATE WELDED BETWEEN SHAPED
<br /> TO STEEL PLATE CEMENT PLASTER SEE SPEC.
<br /> --
<br /> ATTACHED w/(4)112"DIA CONNECTOR PLATES.DASHED LINE IS FRONT&BACK EDGE OF
<br /> X 5"LONG LAG SCREWS 135 i SPACER PLATE - -
<br /> GRADE'D'WEATHER-RESISTIVE BARRIER
<br /> ° ROD CONNECTOR AN SPACER PLATES,SEE 20A& -
<br /> 3116" 20B FOR DETAIL INFORMATION J SEALANT
<br /> SHEATHING WHERE OCCURS
<br /> 314"DIA SUSPENSION ROD 1314"R / -
<br /> I
<br /> 5,1/211SUSPENSION ROD,SEE 20A&20B FOR DETAIL /
<br /> / I 2-PIECE SPRINGLOK COUNTERFLASHING
<br /> INFORMATION / SYSTEM TYPE ST,BY FRY REGLET OR EQUAL
<br /> VERT.STUDS BEYOND / FURRING STRIP
<br /> 6x8 WOOD BLOCKING �
<br /> L50 CLIP TOP AND BOTTOM w1 WOOD 518"CDX PLYWD.SPACER
<br /> 1314"R 314"DIA PREDRILLED HOLE FOR ROD / SCREWS TO 6x8 AND S.M.S.TO STUD FIBER CEMENT LAP SIDING,SMOOTH LAP BASE FLASHING
<br /> BOLT ATTACHMENT / / LAP SIDING,SEE FINISH SCHEDULE,INSTALL PER SHEATHING WHERE ROOF MEMBRANE
<br /> MANUFACTURER'S INSTRUCTION j OCCURS,S.S.D.� I � KICKER S.S.D.
<br /> M 45 4"X 4"X 314"TRIANGULAR STEEL SPACER / BUILDING PAPER
<br /> PLATE WELDED BETWEEN SHAPED / EXTERIOR WALL FRAMING,S.S.D.
<br /> TURNBUCKLE AT MID POINT OF 45 CONNECTOR PLATES.DASHED LINE IS GYP.BD,SEE WALL SCHEDULE
<br /> SUSPENSION ROD FRONT EDGE OF
<br /> SPACER PLATE SHEATHING,S.S.D.
<br /> / NOTE:SEE COPING CONDITION DETIALS STRUCTURE,S.S.D.
<br /> 2" 4" /
<br /> FURRING STRIP,SEE WALL SCHEDULE
<br /> NOTE:
<br /> THEY OCCUR
<br /> NOTE: 6 /�
<br /> GRIND ALL WELDS SMOOTH AND / SCALE: 11/2"=V-0"
<br /> POWDER COAT STEEL PER ELEVATIONS AND (2)SHAPED 318"ROD CONNECTOR
<br /> FINISH SCHEDULE,A5.1 PLATES CHANNELS ELDED TO 1/4"STEEL
<br /> EA CONNECTION TURNBUCKLE AT MID-POINT OF PARAPET AT LAP SIDING 2
<br /> SEE ELEVATION FOR QTY / SUSPENSION ROD
<br /> AND LOCATIONS /'
<br /> �I,
<br /> 22 GA.METAL DECKING SLOPED 2X10 BLOCK WI A34 EACH END @ ' ON
<br /> I '
<br /> TO DRAIN SCREW LOCATION -00< I
<br /> r J CEMENT PLASTER-SEE SPEC.
<br /> O 3116" NO SLOPE Ca,
<br /> FRAME GRADE'D'WEATHER-RESISTIVE BARRIER
<br /> TYPE X 5/8"GYP I WALL REQUIRED WHERE 1 HR RATED III SEAL/SIGNATURE
<br /> C8x11.5 FRAME,3 SIDES,WELDED TO LJ _ SHEATHING WHERE OCCURS JOB NO. 1497.009
<br /> STEEL ANGLE @WALL.POWDER ____ SHEATHING WHERE
<br /> SLOPE:0'-114"=1'-0"MIN OCCURS,S.S.D.
<br /> COAT ASSEMBLY AS PER ELEV - 2-PIECE SPRINGLOK COUNTERFLASHING
<br /> ---__--
<br /> SYSTEM TYPE ST,BY FRY REGLET OR EQUAL DRAWN J K
<br /> FRONT VIEW @ TYPE X 518"GYP,GP DENSGLASS GOLD OR EQUAL CHECK GM
<br /> ROD CONNECTOR
<br /> SEALANT WI BACKER ROD STOREFRONT,SEE DET.13/A9.2 CEMENT PLASTER,SEE SPEC. III '- 518"COX PLYWD.SPACER
<br /> II BASE FLASHING ARCHITECTURAL
<br /> J-MOLD FLASHING,PAINT TO MATCH STUCCO COLOR;TYP. ROOF MEMBRANE
<br /> 2"x2"11GA CONTINUOUS ANGLE ATTACHED TO EXTERIOR WALL FRAMING,S.S.D. KICKER S.S.D. DETAILS - AW N I N G
<br /> a ANGLE AND ROOFING w1#10 SMS wl { AND METAL LATTICE
<br /> NEOPRENE WASHERS,POWDER COAT TO i
<br /> LO
<br /> MATCH FRAME @ 12"O.C. NOTE:SEE COPING CONDITION DETIALS
<br /> N WHERE THEY OCCUR -) (-/ -) IIIIEI STRUCTURE,S.S.D. SHEET
<br /> 4"AN114"CONTINUOUS STEEL ANGLE,WIDTH OF FRAME,w/(2)1"
<br /> N A B DIA HOLES @ 1"FROM EA END.POWDER COAT TO MATCH FRAME. C
<br /> � SCALE: 1 112"=1'-0" SCALE: 11/2"=1'-0"
<br /> N
<br /> O
<br /> NA 04
<br /> CD METAL AWNING 11 PARAPET AT CEMENT PLASTER 1
<br />
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