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HomeMy WebLinkAbout5685REF-5rn 0 cj 0i FRAMING PLAN ONLY SECTION CUT 5"X6" HOLE IN PANEL TO ACCOMMODATE POSTS (2 LOCATIONS) PATTERN IMAGE "DANCING LEAVES" ELEVATION All Underground Service Alert at least 2 days before you dig /^I' \1 77� Knowall be ore you. \ — / OVERHEAD F-1 R HEAD C8I1 before you dig. \ 1 Y iJ c+j 00 NN (.0j� wommiLl] 24' ROOF PLAN mill FRONT 9 FACE ONLY 01 TILE WALL TO BE CMU CONSTRUCTION. GROUT FILL CELLS SOLID. REBAR PER STIR. ENG. SLOPE TOP TO DRAIN 02 TILE VENEER 15 03 TILE BENCH TO BE CMU CONSTRUCTION. GROUT FILL CELLS SOLID. REBAR PER STIR. ENG. SLOPE TOP TO DRAIN ®CONCRETE FOOTING PER STIR. ENG. ®ANCHOR PLATE TO BE Y2" THICK BASE PLATE W/" THICK x 44" RADIUS VERTICAL ANCHOR PLATE. SECURE TO WALL PER STIR. ENG. ©(2) 2" X 3" TUBULAR STEEL POSTS SANDWICHED AROUND ANCHOR PLATE & "H" BEAM. SECURE PER STIR. ENG. 07 (2) 2" X 6" TUBULAR STEEL POSTS SANDWICHED AROUND ANCHOR PLATE & "H" BEAM. SECURE PER STIR. ENG. ®A572/A992 STEEL "H" BEAM (6") #W6x2OIb. (6.20xO.230x6.O2) @4" X 14" TUBULAR STEEL FASCIA — FRONT FACE ONLY &" X 12" TUBULAR STEEL FASCIA — (3) SIDES 03" X 6" TUBULAR STEEL RAFTER — SPACE AS SHOWN @4' X 8' X J" STEEL DECORATIVE PANEL "DANCING LEAVES", COLOR "BRECCIA" PATTERN BY ARTISAN PANELS, INC. WELD TO FRAME PER STIR. ENG. PANELS TO BE LEFT NATURAL TO RUST. @2" X 3" TUBULAR STEEL STRINGER (PANEL SUPPORT) (91" X 3" TUBULAR STEEL BLOCKING ON FASCIA (PANEL SUPPORT) 15 DOWNLIGHT PER ELECTRICAL ENGINEER'S PLANS. CONTRACTOR TO SECURE LIGHT TO 3" SQ. METAL PLATE WELDED TO FACE OF POSTS @V STAINLESS STEEL BRAIDED CABLE. SECURE END O FASCIA W/ CLAMPS. SECURE END 0 POSTS W/ CLAMP & TURNBUCKLE TO TIGHTEN 17 EYEBOLT WELD TO 3" SQ. PLATE WELDED ON FACE OF POSTS 18 EYEBOLT WELD TO FACE OF 414 FASCIA AS SHOWN METAL NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR 'BLACK') AN01 SECTION PER STIR. ENG. * TO BE STRUCTURALLY ENGINEERED CITY OF FONTANA LANDSCAPE PLANS Dom"" Fro VALLEY OAK PARK Dan= W. CONSTRUCTION DETAILS CHMM W. APMWM W. CRY 09NNM RAE 51152 EXP. DAM SCALE AS SHOWN Dm ' N0.. 5 5685 1/18 9 T IE S C A P E S Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA–#2782 (949) 644-9370 (714) 210-3140 FAX REVISION �0 �pNUSCgp\ ��R aRo a POLyq q'�o CA1- PC * LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L4 5 OF 18 81 L 81 L 81 4' 41 4' ROOF PLAN mill FRONT 9 FACE ONLY 01 TILE WALL TO BE CMU CONSTRUCTION. GROUT FILL CELLS SOLID. REBAR PER STIR. ENG. SLOPE TOP TO DRAIN 02 TILE VENEER 15 03 TILE BENCH TO BE CMU CONSTRUCTION. GROUT FILL CELLS SOLID. REBAR PER STIR. ENG. SLOPE TOP TO DRAIN ®CONCRETE FOOTING PER STIR. ENG. ®ANCHOR PLATE TO BE Y2" THICK BASE PLATE W/" THICK x 44" RADIUS VERTICAL ANCHOR PLATE. SECURE TO WALL PER STIR. ENG. ©(2) 2" X 3" TUBULAR STEEL POSTS SANDWICHED AROUND ANCHOR PLATE & "H" BEAM. SECURE PER STIR. ENG. 07 (2) 2" X 6" TUBULAR STEEL POSTS SANDWICHED AROUND ANCHOR PLATE & "H" BEAM. SECURE PER STIR. ENG. ®A572/A992 STEEL "H" BEAM (6") #W6x2OIb. (6.20xO.230x6.O2) @4" X 14" TUBULAR STEEL FASCIA — FRONT FACE ONLY &" X 12" TUBULAR STEEL FASCIA — (3) SIDES 03" X 6" TUBULAR STEEL RAFTER — SPACE AS SHOWN @4' X 8' X J" STEEL DECORATIVE PANEL "DANCING LEAVES", COLOR "BRECCIA" PATTERN BY ARTISAN PANELS, INC. WELD TO FRAME PER STIR. ENG. PANELS TO BE LEFT NATURAL TO RUST. @2" X 3" TUBULAR STEEL STRINGER (PANEL SUPPORT) (91" X 3" TUBULAR STEEL BLOCKING ON FASCIA (PANEL SUPPORT) 15 DOWNLIGHT PER ELECTRICAL ENGINEER'S PLANS. CONTRACTOR TO SECURE LIGHT TO 3" SQ. METAL PLATE WELDED TO FACE OF POSTS @V STAINLESS STEEL BRAIDED CABLE. SECURE END O FASCIA W/ CLAMPS. SECURE END 0 POSTS W/ CLAMP & TURNBUCKLE TO TIGHTEN 17 EYEBOLT WELD TO 3" SQ. PLATE WELDED ON FACE OF POSTS 18 EYEBOLT WELD TO FACE OF 414 FASCIA AS SHOWN METAL NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR 'BLACK') AN01 SECTION PER STIR. ENG. * TO BE STRUCTURALLY ENGINEERED CITY OF FONTANA LANDSCAPE PLANS Dom"" Fro VALLEY OAK PARK Dan= W. CONSTRUCTION DETAILS CHMM W. APMWM W. CRY 09NNM RAE 51152 EXP. DAM SCALE AS SHOWN Dm ' N0.. 5 5685 1/18 9 T IE S C A P E S Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA–#2782 (949) 644-9370 (714) 210-3140 FAX REVISION �0 �pNUSCgp\ ��R aRo a POLyq q'�o CA1- PC * LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L4 5 OF 18 to )li 14i J..�I \"/ F �/ 'vi vii/ vISI, IJ/ vIk;/ vI' i/ vial/ ROOF PLAN mill FRONT 9 FACE ONLY 01 TILE WALL TO BE CMU CONSTRUCTION. GROUT FILL CELLS SOLID. REBAR PER STIR. ENG. SLOPE TOP TO DRAIN 02 TILE VENEER 15 03 TILE BENCH TO BE CMU CONSTRUCTION. GROUT FILL CELLS SOLID. REBAR PER STIR. ENG. SLOPE TOP TO DRAIN ®CONCRETE FOOTING PER STIR. ENG. ®ANCHOR PLATE TO BE Y2" THICK BASE PLATE W/" THICK x 44" RADIUS VERTICAL ANCHOR PLATE. SECURE TO WALL PER STIR. ENG. ©(2) 2" X 3" TUBULAR STEEL POSTS SANDWICHED AROUND ANCHOR PLATE & "H" BEAM. SECURE PER STIR. ENG. 07 (2) 2" X 6" TUBULAR STEEL POSTS SANDWICHED AROUND ANCHOR PLATE & "H" BEAM. SECURE PER STIR. ENG. ®A572/A992 STEEL "H" BEAM (6") #W6x2OIb. (6.20xO.230x6.O2) @4" X 14" TUBULAR STEEL FASCIA — FRONT FACE ONLY &" X 12" TUBULAR STEEL FASCIA — (3) SIDES 03" X 6" TUBULAR STEEL RAFTER — SPACE AS SHOWN @4' X 8' X J" STEEL DECORATIVE PANEL "DANCING LEAVES", COLOR "BRECCIA" PATTERN BY ARTISAN PANELS, INC. WELD TO FRAME PER STIR. ENG. PANELS TO BE LEFT NATURAL TO RUST. @2" X 3" TUBULAR STEEL STRINGER (PANEL SUPPORT) (91" X 3" TUBULAR STEEL BLOCKING ON FASCIA (PANEL SUPPORT) 15 DOWNLIGHT PER ELECTRICAL ENGINEER'S PLANS. CONTRACTOR TO SECURE LIGHT TO 3" SQ. METAL PLATE WELDED TO FACE OF POSTS @V STAINLESS STEEL BRAIDED CABLE. SECURE END O FASCIA W/ CLAMPS. SECURE END 0 POSTS W/ CLAMP & TURNBUCKLE TO TIGHTEN 17 EYEBOLT WELD TO 3" SQ. PLATE WELDED ON FACE OF POSTS 18 EYEBOLT WELD TO FACE OF 414 FASCIA AS SHOWN METAL NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR 'BLACK') AN01 SECTION PER STIR. ENG. * TO BE STRUCTURALLY ENGINEERED CITY OF FONTANA LANDSCAPE PLANS Dom"" Fro VALLEY OAK PARK Dan= W. CONSTRUCTION DETAILS CHMM W. APMWM W. CRY 09NNM RAE 51152 EXP. DAM SCALE AS SHOWN Dm ' N0.. 5 5685 1/18 9 T IE S C A P E S Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA–#2782 (949) 644-9370 (714) 210-3140 FAX REVISION �0 �pNUSCgp\ ��R aRo a POLyq q'�o CA1- PC * LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L4 5 OF 18