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Home My WebLink AboutZ-7851-A Map 5REF. DETAIL FOR FRAME TO POST ATTACHMENT 2X8 BEAMS BEYOND SIMPSON STRONG -TIE DOUBLE -SIDED 2X4 FRAME 2X6 DECKING W/ 1/8" MAX. GAPS ATTACH TO JOIST BARK _ SIDE UP WITH 3" STAINLESS STEEL DECK SCREWS. TYP. REFERENCE PLAN FOR LENGTH — — 10' L ST ANCHOR -1 I I- 6" CRUSHED STONE BASE JOIST HANGER BY SIMPSON STRONG -TIE INSTALL PER MANUFACTURERS SPECIFICATIONS TYPICAL ;1 TREATED WOOD DECK DETAILS PLAN/SECTION/ELEVATIONS ❑ GATEPOST GATE LEAF WIDT GATEC POST OD FABRIC "A" "B" POST HEIGHT DIA DEPT EMBED offim STOW 2.875" 0 4-4 ❑ LINE AND TERMINAL POSTS ❑ FENCE SIZING INFORMATION 1. 2" LINE POSTS 2. 2 W TERMINALS 3. 20 wt. FRAMEWORK 4. 8 GUAGE FABRIC 5. 3" GATE POSTS & 1 5/8" GATE FRAME NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS CHAIN LINK FENCE TO BE VINYL COATED, COLOR BLACK INSTALL PER MANUFACTURER'S SPECIFICATIONS VINYL COATED CHAIN LINK FENCE PLAN SCALE: NTS 6X6 S4S CEDAR HANDRAIL EASE ALL CORNERS TYPICAL. 6' FLEXIBLE SEALANT COLOR TO BE SELECTED 4" NATIVE CUT STONE VENEER STONE THICKNESS MAY VARY 6X6 POST EXTEND THROUGH DECK TYP. T-2" I' JOIN FLUSH WITH BOTTOM OF WALL REF. PLAN FOR TRAIL TYPE AND LOCATION. 4X12 TREATED SLEEPER SECURE TO ABUTMENT WITH 3/4"0 X 6" J -BOLTS AT 12" O.C. TYPICAL _ STEEL REINFORCED CONCRETE ABUTMENT 2X8 JOISTS @12" O.C. SECURE TO FOOTING W/SPECIFIED ANCHORS FOLLOW MANE SPECS FOR SPACING REQUIREMENTS F1 CUT STOIL-2° CAP NE ......T ..f... CRUSHED LIMESTONE WALK CMU BLOCK WALL, FILL VOIDS WITH GROUT DOUBLE -SIDED 2 X 4 FRAME 1/4" X 2.5" GROOVE 3X3M 0.13500 WELDED i WIRE MESH Sk 5/8" X 10" LAG SCR 2 COUNTERSINK SO THAT HEAD OF SCREW IS FLUSH W/RAILING SIDES EASE EDGES 6X6 S4S CEDAR HANDRAIL. EASE ALL CORNERS, TYP. DOUBLE -SIDED 2 X 4 FRAME 3X3M 0.13500 HOT DIPPED GALV. WELDED WIRE MESH FROM McNICHOLS 1-877-884-4653 PRE -DRILL AND SECURE FRAME TO POST WITH (4) 1/2" X 4 1/2" SS LAG BOLTS ON EACH END. COUNTER SINK LAG BOLTS TYP. 2x6 TREATED DECKING INSTALL I I" BARK SIDE UP 2 SECURE W/3" SS SCREWS 2x8 JOIST 12" O.C. ty (3) 2x 12 TREATED BEAM DISTURBED SOIL DRAINAGE GRAVEL W/ 4" PERF. HDPE PIPE WRAPPED IN FILTER FABRIC CONCRETE FOOTING W/#3 STEEL REBAR @ 12" O.C.E.W. TYP. CUT STONE SEATWALL PLAN SCALE: NTS 6X6 TREATED POST EXTEND THROUGH DECK CONSTRUCT FRAME W/ DECK SCREWS, DO NOT SCREW ON TOP OF FRAME SECURE FROM SIDES & BOTTOM ONLY. T-6" TREATED 6X6 POST REF. PLAN FOR LAYOUT TYP. STAINLESS STEEL SIMPSON CB66 FOR 6X6 POST W/ 2 5/8" SS THRU BOLTS 3" SEAT WALL I CONTINUOUS 42" BLOCKING 2X6 JOIST -I L 12"0 CONCRETE PIER REINF. W/ 4 #6 VERTICAL TYP. W/ #3 TIES @ 12" O.C. 6' 111)w 2X8 BEAM �— APPROXIMATE SLOPE CONCRETE PIER 6X6 POST EXTENDED THROUGH DECK 2X6 DECKING 0 0 NOTE: INSTALL BLOCKING BAN ALL JOISTS @ 8' O.C. TY 2XB SOLID BRIDGING STAGGER FOR NAILING SECURE W/3 I Od NAILS AT EACH END TYPICAL I SOx150mm (6"x6") P.T. TIMBERS ANCHORED WITH 15mm (5/8") DIA. GALV. STEEL REBAR DRIVEN THROUGH DRILLED HOLES IN TIMBER, 600mm (2'-0") O.C. ECOLOGICAL DESIGN GROUP TIMBER STEPS PLAN XB TREATED OIST 6" DEPTH OF 1/4" MINUS WITH FINES CRUSHED LIMESTONE COMPACTED TO A 4" DEPTH STEEL EDGING SLOPE TO DRAIN y,, NTS 2X6 TIMBER CRUSHED LIMESTONE PATH DISTURBED SOIL SUBBASE COMPACTED TO 95% TO 6" BEYOND EDGE OF PATH PLAN SCALE: NTS SCALE: NTS J • • offim � fYii�fii�?3� ❑ FENCE SIZING INFORMATION 1. 2" LINE POSTS 2. 2 W TERMINALS 3. 20 wt. FRAMEWORK 4. 8 GUAGE FABRIC 5. 3" GATE POSTS & 1 5/8" GATE FRAME NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS CHAIN LINK FENCE TO BE VINYL COATED, COLOR BLACK INSTALL PER MANUFACTURER'S SPECIFICATIONS VINYL COATED CHAIN LINK FENCE PLAN SCALE: NTS 6X6 S4S CEDAR HANDRAIL EASE ALL CORNERS TYPICAL. 6' FLEXIBLE SEALANT COLOR TO BE SELECTED 4" NATIVE CUT STONE VENEER STONE THICKNESS MAY VARY 6X6 POST EXTEND THROUGH DECK TYP. T-2" I' JOIN FLUSH WITH BOTTOM OF WALL REF. PLAN FOR TRAIL TYPE AND LOCATION. 4X12 TREATED SLEEPER SECURE TO ABUTMENT WITH 3/4"0 X 6" J -BOLTS AT 12" O.C. TYPICAL _ STEEL REINFORCED CONCRETE ABUTMENT 2X8 JOISTS @12" O.C. SECURE TO FOOTING W/SPECIFIED ANCHORS FOLLOW MANE SPECS FOR SPACING REQUIREMENTS F1 CUT STOIL-2° CAP NE ......T ..f... CRUSHED LIMESTONE WALK CMU BLOCK WALL, FILL VOIDS WITH GROUT DOUBLE -SIDED 2 X 4 FRAME 1/4" X 2.5" GROOVE 3X3M 0.13500 WELDED i WIRE MESH Sk 5/8" X 10" LAG SCR 2 COUNTERSINK SO THAT HEAD OF SCREW IS FLUSH W/RAILING SIDES EASE EDGES 6X6 S4S CEDAR HANDRAIL. EASE ALL CORNERS, TYP. DOUBLE -SIDED 2 X 4 FRAME 3X3M 0.13500 HOT DIPPED GALV. WELDED WIRE MESH FROM McNICHOLS 1-877-884-4653 PRE -DRILL AND SECURE FRAME TO POST WITH (4) 1/2" X 4 1/2" SS LAG BOLTS ON EACH END. COUNTER SINK LAG BOLTS TYP. 2x6 TREATED DECKING INSTALL I I" BARK SIDE UP 2 SECURE W/3" SS SCREWS 2x8 JOIST 12" O.C. ty (3) 2x 12 TREATED BEAM DISTURBED SOIL DRAINAGE GRAVEL W/ 4" PERF. HDPE PIPE WRAPPED IN FILTER FABRIC CONCRETE FOOTING W/#3 STEEL REBAR @ 12" O.C.E.W. TYP. CUT STONE SEATWALL PLAN SCALE: NTS 6X6 TREATED POST EXTEND THROUGH DECK CONSTRUCT FRAME W/ DECK SCREWS, DO NOT SCREW ON TOP OF FRAME SECURE FROM SIDES & BOTTOM ONLY. T-6" TREATED 6X6 POST REF. PLAN FOR LAYOUT TYP. STAINLESS STEEL SIMPSON CB66 FOR 6X6 POST W/ 2 5/8" SS THRU BOLTS 3" SEAT WALL I CONTINUOUS 42" BLOCKING 2X6 JOIST -I L 12"0 CONCRETE PIER REINF. W/ 4 #6 VERTICAL TYP. W/ #3 TIES @ 12" O.C. 6' 111)w 2X8 BEAM �— APPROXIMATE SLOPE CONCRETE PIER 6X6 POST EXTENDED THROUGH DECK 2X6 DECKING 0 0 NOTE: INSTALL BLOCKING BAN ALL JOISTS @ 8' O.C. TY 2XB SOLID BRIDGING STAGGER FOR NAILING SECURE W/3 I Od NAILS AT EACH END TYPICAL I SOx150mm (6"x6") P.T. TIMBERS ANCHORED WITH 15mm (5/8") DIA. GALV. STEEL REBAR DRIVEN THROUGH DRILLED HOLES IN TIMBER, 600mm (2'-0") O.C. ECOLOGICAL DESIGN GROUP TIMBER STEPS PLAN XB TREATED OIST 6" DEPTH OF 1/4" MINUS WITH FINES CRUSHED LIMESTONE COMPACTED TO A 4" DEPTH STEEL EDGING SLOPE TO DRAIN y,, NTS 2X6 TIMBER CRUSHED LIMESTONE PATH DISTURBED SOIL SUBBASE COMPACTED TO 95% TO 6" BEYOND EDGE OF PATH PLAN SCALE: NTS SCALE: NTS J •