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NOTE: USE THIS DETAIL WHEN 1 3'-0" MIN. 1 ® RAMPARTS
<br /> o
<br /> —
<br /> INSTALLING RAMP OVER (E) 3'-8" MAX. Ramps Made Easy
<br /> CONCRETE, COMPACTED MIDDLE JOIST TO HEADER W Consultation
<br /> B22 CHANNEL LATERAL BRACE _ _ __________A_____ __ - /
<br /> GRAVEL OR UNDISTURBED SOIL WHEN RAMP IS >30" ABOVE B141 THREE HOLE PLATE, TYP. Design/Build
<br /> 3 Installation
<br /> Rentals
<br /> GRADE, ALTERNATE DIRECTION
<br /> EACH SET POSTS EXTERIOR POST / RAILING POST, tel:2 06 364 099 6
<br /> B22 CHANNEL LATERAL BRACE B22 CHANNEL, TYP. e-mail:ramparts.;oe@gmall.com
<br /> www.rampartsnw.com
<br /> WHEN RAMP IS >30" ABOVE
<br /> GRADE, ALTERNATE DIRECTION -X - ------s-- - - ---+e • / STAMP IS FOR
<br /> EACH SET POSTS Q \ STRUCTURAL ITEMS
<br /> ,,� L a,J °�_ FRAME JOIST, B22 CHANNELO
<br /> _ W/ B103 L-BRACKET TO POST, .� '
<br /> ALL EXPANSION B22 CHANNEL GRADE BEAM ON (2) SCREWS & (2) NUTS IN .o
<br /> ANCHORS TO BE , E (E) CONCRETE SLAB AT EACH ALTERNATE POST LOCATION POST, TYP. C.) ,a .. F1
<br /> GALVANIZED, TYP. PAIR POSTS W/ B102 WHERE RAMP IS DIRECTLY ', , . <
<br /> L-BRACKET TO POST, TYP. ADJACENT TO EXISTING JOIST, B22 CHANNEL W/ B141 �4, seosa
<br /> -0,P,j '
<br /> STRUCTURE SPLICE PLATE TO CROSS-BEAM ;� ' �
<br /> � (E) CONCRETE SLAB EACH SIDE. (IF END CONDITION, ` !ma
<br /> _ Q THEN USE B129 PLATE_), TYP.
<br /> GRADE BEAM ANCHOR, FASTEN 6
<br /> B22 CHANNEL HEADER TO
<br /> iitiTO (E) CONCRETE SLAB W/ (1) FRAME JOISTS W/ B129
<br /> F 3/8" DIA. GALV. EXPANSION SPLICE PLATE EACH SIDE,
<br /> ANCHOR, THRU B105 Z-BRACKET, LINE OF ADJACENT
<br /> ri 11 LOCATE WITHIN 6" OF POSTS,
<br /> 2" MIN. EMBED. LOCATE ANCHOR STRUCTURE, WHERE OCCURS TYP.
<br /> B22 CHANNEL GRADE 3 E AT EVERY POST PAIR, TYP.
<br /> BEAM OVER SOIL OR
<br /> ° -
<br /> GRAVEL W/ B102 ALTERNATE LEG ANCHOR: C9 z °`] ° WHERE SEAM OCCURS IN -
<br /> L-BRACKET TO POST, UNISTRUT P2072A SQ, FASTEN DECKING, PROVIDE 2X4 P.T. E
<br /> TYP. b m \ \ 7 TO CONCRETE SLAB OR PIER BLOCKING, TYP. co
<br /> ,,_ , it ullil liiiii / "
<br /> _#i ii iii _i- , �a ,I, . FOOTING W/ (4) 3 8 DIA. GALV.
<br /> u iii lil Tell 4) en
<br /> Hili Idol' inliil.eii_ , EXPANSION ANCHORS, 2" MIN. a .- N
<br /> irir lit ii ili- 11 EMBED —
<br /> (E) COMPACTED 1 -- —- -- r_ 0 c
<br /> GRAVEL (E) UNDISTURBED (E) CONCRETE B 1� 22" O.C.
<br /> SOIL SLAB
<br /> MAX.
<br /> RAMP SECTION ® GRADE SEAM 4 RAMPFRAME - BOTTOM VIEW 2 tii
<br /> SCALE: 3/4 =1 -0 -SCALE 3/4 1 0
<br /> PROVIDE GUARD WHEN RAMP 0
<br /> RAMP TO PLATFORM 5'-0" MAX. '�
<br /> CONNECTION, I ► EXTERIOR POST / RAILING POST, SURFACE IS ABOVE 30 , B22 1-1/2" 2'-6" TO 3'-2„ HANDRAIL, B22 CHANNEL W/
<br /> PROVIDE 2X4 I
<br /> P.T. WOOD CLEAT TO RIM TURN PLATFORM B22 CHANNEL, LOCATE WITHIN 6" CHANNEL TOP & BOTTOM W/ B102 L-BRACKET TO POST,
<br /> OF HEADERS & RIM JOISTS, TYP. B101 L-BRACKET TO POST, I.D. BETWEEN RAILS PLASTIC CLOSURE STRIP OPENEt
<br /> JOIST, TYP. INFILL WITH 1/2" DIA. METAL SIDE OF CHANNEL, TYP.
<br /> RIM JOIST, 2X6 P.T. WOOD W/ PICKETS, MAX 4" O.C. / ,. VINYL CAP AT EACH POST,
<br /> 1/2" DIA. THRU-BOLT, WASHER yx TYP.
<br /> 1 00 0„ , , 01 0 V
<br /> TO SLIDE NUT INSIDE STEEL NOTE: OMIT HANDRAIL & _s,,. EXTERIOR POST RAILING POST,
<br /> CHANNEL POST, B101 GUARD THIS SIDE WHERE -d ' E /
<br /> o x¢ L-BRACKET TO POST BELOW RAMP IS DIRECTLY B22 CHANNEL, LOCATE WITHIN 6"
<br /> �i z ADJACENT TO EXISTING
<br /> OF CROSS-BEAM, MAX., TYP.
<br /> ` i PLATFORM DECKING, 3 4" ACX STRUCTURE 3'-O" TO 3'-8"
<br /> '� / MID-RAIL, B22 CHANNEL W/ B101
<br /> c� PLYWOOD W/SLIP-RESISTANT I.D. BETWEEN POSTS L-BRACKET TO POST, TYP.
<br /> 10 ° o X NOTE: WHERE DECK IS co
<br /> co , <c DECK COATING, FASTEN TO 2X 1 „
<br /> 7-0 co
<br /> P.T. WOOD JOISTS W/ #8 X 2" 6 -0 TO 9 -0 ABOVE aV/ CURB RAIL, 1-5/8 x 1-5/8"
<br /> SCREWS GRADE, PROVIDE LATERAL _ B22 CHANNEL W/ B101
<br /> BRACE TOP & BOTTOM, ,� L-BRACKET TO POST, TYP.
<br /> r dco
<br /> SEATTLE DPD
<br /> W/ HORZ. STRUT AT i
<br /> WHERE SEAM OCCURS IN
<br /> o MID-POINT OF POSTS ` JOIST, B22 CHANNEL W/ B103
<br /> Q � °. 1� DECKING, PROVIDE 2X4 P.T. ;L T O ` , L-BRACKET TO POST,
<br /> 1 - ° — - — — — — — — I T — BLOCKING, TYP. DECK 1 --
<br /> 0 0- ° °� (2) SCREWS & (2) NUTS IN
<br /> CD JOIST, 2X6 P.T. WOOD TO RIM POST, TYP.
<br /> 1- JOIST W/ SIMPSON LU26 O1 Q DRAWING ISSUE
<br /> HANGER, TYP. 10
<br /> \ DECKING, 3/4" ACX PLYWOOD 01/30/20 DESIGN REVIEW
<br /> -\ Z7 \ W/SLIP-RESISTANT DECK COATING, 02/12/20 PERMIT
<br /> F. B22 CHANNEL LATERAL BRACE
<br /> - ' ' ` ' FASTEN B101 L-BRACKET TO FINISH • .� ATTACH TO FRAME W/ #8 X �
<br /> WHEN RAMP IS >30 ABOVE GRADE1-1/2" / \ 08/18/20 PERMIT, WITH REVISIONS
<br /> Q I° ° PLATFORM FRAN E W/ (1) �\ SELF-TAP SCREWS, TYP.
<br /> f GRADE, REFER TO PLAN
<br /> ;1 1/4" X 3" CONSTRUCTION
<br /> SCREW, TYP. SIMPSON L70 CORNER DRIVE POST TO BEAR _i B22 CHANNEL HEADER DRAWING DESCRIPTION
<br /> —7 �- ANGLE, TYP. ON COMPETENT SOIL, BEYOND, TYP. RAMP SECTION
<br /> ° \ MIN. 18" DEPTH, TYP. ,_ ')'` RAMP DETAILS
<br /> li B22 CHANNEL LATERAL BRACE
<br /> ° ° �° `, �� (ALTERNATE BEARING - ALTERNATE POST LOCATION WHERE WHEN RAMP IS >30" ABOVE
<br /> SHEET NUMBER
<br /> REFER TO DETAILS 4/R6 RAMP IS DIRECTLY ADJACENT TO
<br /> i. 6 & 2/R4) A EXISTING STRUCTURE GRADE, ALTERNATE DIRECTION
<br /> TYP. EACH SET POSTS
<br /> 11110
<br /> II
<br /> PLATFORM FRAME _ BOTTOM VIEW 3 RAMP SECTION
<br /> SCALE: 3/4"=1'-0" SCALE: 3/4"=l'-0"
<br />
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