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NOTES: 8. GUARDS 36" HIGH TO BE INSTALLED Ei RAMPARTS <br /> WHERE WALK SURFACE IS MORE THAN Ramps Made Easy <br /> 1. ALL RAMPS TO HAVE A SLOPE OF 30" ABOVE GRADE. Consultation <br /> 1:12 OR LESS. Design/Build <br /> ;;(11:(:i: :7:, <br /> 9. RAMP TO (E) DECK CONNECTION: Installation <br /> 2. ALL LANDINGS & PLATFORMS TO RAMP FRAMING IS SELF-SUPPORTED & Rentals <br /> HAVE A MAX. SLOPE OF 1:48. SELF-BRACED. ATTACHMENT TO (E) tel:206 440 9999 <br /> 3. POST SPACING TO BE MAX. 6-0" fax:2063640116 <br /> PORCH PROVIDED TO MAINTAIN LEVEL e-mail:ramparts.joe@gmail.com <br /> O.C., REEFER TO FRAME DETAILS. www.rampartsnw.com <br /> 4. Ali_ RAILS, FRAMING, FITTINGS & SEAM WHERE (E) PORCH SURFACE & <br /> FASTENERS TO BE GALVANIZED OR 3/4" RAMP DECKING MEET. FASTEN <br /> 3/4" PLYWOOD RAMP DECKING TO 2X STAMPISFOR <br /> ZINC-COATED. / STRUCTURAL ITEMS <br /> 5. RAMP AND PLATFORM DECKING TO P.T. LEDGER W/ MIN. (5) #8 X 2" <br /> BE 3/4" EXTERIOR GRADE PLYWOOD COATED DECK SCREWS. FASTEN 2X '� <br /> W SLIP-RESISTANT DECK COATING. P.T. LEDGER TO (E) PORCH WITH MIN. .�� <br /> 6. AI_I_ FRAMING LUMBER TO BE APCI_ (3) 3/8" X 3" WEDGE ANCHORS (IN ��_ c-, <br /> , <br /> PRESSURE-TREATED, LP22 .40 CONCRETE) OR (5) 3/8" X 3" l_ <br /> GROUND CONTACT, STD. OR BETTER. CONSTRUCTION LAG SCREWS (IN WOOD) ,A' 3sos� = ' <br /> 7. ALL WORK TO COMPLY WITH ' �b,�4ss`O . <br /> ICC/ANSI STANDARD A117.1-2009. 10. +o LOCAL VERTICAL DATUM IN <br /> INCHES <br /> 0 a <br /> LLI <br /> Co <br /> (E) CONCRETE <br /> WALKWAY TO L.- co <br /> RAMP DECKING, 3/4" ACX REMAIN Illi _-CO <br /> PLYWOOD W/NON-SLIP DECK -.c ao <br /> 0 cri <br /> COATING, FASTEN TO STEEL c <br /> JOISTS W/ #8 X 1-1/2" PLATFORM DECKING, 3/4" ACX 111a) 8 <br /> (E) CHAIN LINK 6'-10" SELF-TAP SCREWS PLYWOOD W/SLIP-RESISTANT I -= <br /> FENCE TO / V I F DECK COATING, FASTEN TO 2X 2 <br /> REMAIN I P.T. WOOD JOISTS W/ #8 X to T-- v <br /> >125' '''''- c) CD <br /> ti ; (E) CONCRETE 1-5/8" X 1-5/8" 2" SCREWS <br /> PORCH & STEP STEEL CHANNEL c0 W <br /> TO REMAIN BELOW POST, TYP. <br /> (E) CHAIN LINK <br /> GATE TO (E) CONCRETE .a) <br /> 3'-11" i 22'-1" 4'-0" PORCH & STEP TO E <br /> REMAIN � I <br /> / � REMAIN BELOW PRARY/• 4 4 ? <br /> (E) PARKING UPPER I ' RAMP LOWER <br /> (E) DWELLING <br /> AREA 'b. LANDING °� / \ 1:I2 ; a LANDING <br /> I +O <br /> 4In , i I <br /> \ <br /> +22 i 6'-0„ <br /> / MAX. SPACING EXTEND HANDRAIL <br /> u u • <br /> ' 4'-1" '�' 12" PAST END OF <br /> RAMP, EACH SIDE <br /> EXTEND HANDRAIL <br /> ' 12" PAST END OF \ RAMP TO (E) DECK <br /> RAMP, OR RETURN CONNECTION, REFER SEATTLE DPD <br /> 90°, EACH SIDE TO NOTE #9/ R2 <br /> EDGE OF (E) 6'-6" r <br /> PAVED PARKING T V.I.F. IL- <br /> AREA <br /> DRAWING ISSUE <br /> PROPERTY SET POST AT MIN. 18" DEPTH 1-5/8" X 1-5/8" STEEL 01/30/20 DESIGN REVIEW <br /> LINE INTO 6" DIA. CONCRETE PIER CHANNEL HAND RAIL, 02/12/20 PERMIT <br /> FOOTING, TO BEAR ON HD-RAIL, AND CURB v 1\ 08/18/20 PERMIT, WITH REVISIONS <br /> COMPETENT SOIL, REFER TO RAIL, TYP. <br /> DETAIL 2/R4 <br /> DRAWING DESCRIPTION <br /> 1 RAMP PLAN <br /> 1 <br /> R4 SHEET NUMBER <br /> NORTH <br /> 11.10 <br /> PLAN 1 <br /> SCALE: 1/4" = 1'_0" <br />