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HomeMy WebLinkAbout2769-8NOTE: PAINT DOWNSPOUT AND SUPPORTS TO MATCH TUBE STEEL FRAMING ROUTE ELECTRIC CONDUIT FOR O� LIGHTING ON INS OF COLUMN. NOTE: FOR A VIEW OF DOWNSPOUT AT FINISH GRADE SEE 18 A-1.3 FILE/CSI NUMBER: XCPORT08 REVISION DATE: XX/XXAX DOWNSPOUT 176 -1.3 TOP O TOP OF COLUMN FILE/CSI NUMBER: XCPORT02 TS 5" X 5" X 1/4" COLUMN 3/16 1/2-12 3/16 V 2-12 ------------------- {-- ------ - ���--BEAM BEYOND 1 --y 1 CIVIL DRAWINGS BOTTOM WHEEL OVER A: SAVE TYP. @ 3 SIDES ous BOTTOM r. � lac= ------ 7, TRACK U 3/8 MACHINE BOLT _...._ ...._. ,._ ...._. _. 1 1/2" STEEL DECK _ TAPPING_ _ _ CONCRETE CURB 1 1 /2" X 1 1 /2" X 1 /8" 0'-0" F.F. � h.; STEEL SUPPORTS WELDED ___- PAINLESS STEEL SCREWS — — — & PAVING TO COLUMN. 3 SUPPORTS ------------------ WITH NEOPRENE WASHERS POSITION OF GATE OPERATOR PER COLUMN 1 1/2" STEEL DECK #8 SELF TAPPING STAINLESS STEEL SCREWS WITH NEOPRENE WASHERS @ 12" O.C. L2X2X3/16 TS2X10X3/16 .._...-----2" CONC. MASONRY CAP BLOCK TOP OF WALL 97d SEE CIVIL DRAWINGS -METAL CHANNEL, SEE 20A/A-1.3 ROOM NO. 102 INVERTED CHANNEL TRACK OUTLINE OF GATE PATIALLY OPEN &RUBBER ROLLER GUIDES -STEEL TUBE GATE T.O.M. - SEE 8" CONC MASONRY WALL REVISION DATE: XX/XX/XX. JOB NUMBER: 98177 SECTION -CARPORT : a 0 ca I I I M N 21 5 @ 12 "O.C. ACH WAY ------ 1-1 /2” METAL DECK SEE 13B/A-1.2 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS STEEL BEAM TS5X5X1 /4 COLUMN--f'- DOWNSPOUT, SEE 21 A-1.3 CONCRETE SIDEWALK CONCRETE PAVING --I CONCRETE IIDRAWINGS I I I CONCRETE FOOTING,_,,)I 5 A-1.2 ALUMINUM BALL ---- REVOLVING TRACK— SEAMLESS TAPERED ALUMINUM FLAG POLE CHAMFER ALI EDGES, TYP. c�• DEDICATION f G� • SEE 23/A-1. CONC, MONUI 5 @ 12"O.t ACH WAY 15 DOWEL @ ACH WAY 17A 31.50' i� TOP OF COLUMN . - T OUTLINE OF GATE PATIALLY OPEN -- — ---------------,-- r• 1 r I yy ��_•• y 1 I _�— — TUBE STEEL GATE, SEE 3 23.25' F.S. POSITION OF GATE OPERATOR NOTES: 1. IN CLOSED POSITION, TOP OF GATE TO BE PARALLEL WITH - TOP OF MASONRY WALL 2. IN CLOSED POSITION, NO PORTION OF GATE ASSEMBLY, HARDWARE OR CONTROL COMPONENTS ARE TO PROTRUDE ABOVE TOP OF MASONRY WALL 3. SEE CIVIL DRAWINGS FOR ADDITIONAL MASONRY WALL HEIGHT INFORMATION F, JOB NUMRFR- 18 ROLLING SECURITY GATE (EAST) - ELEVATION LINE OF BUILDING I ' �i 8A PERIMETER i I i 2'-0" - J3'-4" VFRIFI' GATE HARDWARE 2" x 4" HEAVY DUTY BLANK HINGE, 3 PER LEAF — --- FINISH SURFACE NOTE: .. FOR ADDITIONAL Q BUILDING INFORMATION SEE - ' � 22 CONC. MASONRY 7 SITE WALL a a a CONCRETE FOOTING :. NORTH - NOTE: IN CLOSED POSITION, TOP OF GATES TO BE PARALLEL WITH TOP OF CAP BLOCK. NO PORTION OF OF GATE ASSEMBLY TO PROTRUDE ABOVE TOP OF WALL. FILE/CSI NUMBER: XSITE07 REVISION DATE: XX/XX/XX JOB NUMBER: XXXXX FILE/CSI NUMBER: XSITE28 REVISION DATE: XX/XX/XX JOB NUMBER: 9 SITE WALL CONNECTION 5 WALL@ BUILDING3/�y- 1'—°" � GATE PROPERTY LINE ADJACENT PROJECT WEATHERPROOF ENCLOSURE PROPERTY 2" PROPERTY �i WITH DIGITAL KEYPAD AND KEY OPERATED SWITCH — TOP OF WALL — SEE gVil DRAWINGS I I I I CONDUIT THROUGH POST 2" CONCRETE MASONRY i I AND FOOTING CAP BLOCK z I I II I CONCRETE SWALE, WHERE ;� 3" DIA. TUBE STEEL POST, OCCURS i I PAINTED WELD & GRIND SMOOTH .ALL JOINTS PROPERTY LINE I i I LANDSCAPING II I I i CONCRETE CURB, SEE T.O.M.-SEE i i CIVIL DRAWINGS I 1 CIVIL DRAWINGSI I7. x 3 C141, II 0 I I NOTE: i IIII L 0 -0 F I I I I c I 5 ► FOR ADDITIONAL INFO., SEE CIVIL DRAWINGS AND O 1 Illi I a a a W d t CONCRETE MASONRY :.! I -- CONCRETE FOOTING DIGITAL KEYPAD - WATERPROOFING MEMBRANE - KEY SWITCH - = "--------------- -- _ I i —'� a o. 1'-4" DIA_ I a a. I KEYPAD ELEVATIONU,a 4 e 771 FILE/CSI NUMBER: XSITEI3 REVISION DATE: XX/XX/XX JOB NUMBER: FILE/CSI NUMBER: XSITEIO _ ;.REVISION DATE XX/XX/XX _`;__ -J06 NUMBER.; XXXXXXX_';" 1/8"=V-0" 10 KEYPAD 3/4"=1'-0" 8 MASONRY SITE WALL 3/4"=1'-0" 2 NOTE: 1" 3'-2" 1" FOR ADDITIONAL CONCRETE MASONRY INFORMATION SEE 22 CAP BLOCK S-7 T.O.M.-SEE CIVIL DRAWINGS I I 2" CONCRETE MASONRY _._._._._:......_...._.. j CAP BLOCK TOP OF WALL SEE CIVIL DRAWINGS I cO ul _ TOP OF _WALL ih SEE CIVIL DRAWL 6" ........._ . i w CONCRETE PAVING CONC. MASONRY WALL #4 X 6" GALVANIZE REBAR INBED AND GROUT _ INTO CMU AND WELD _. TO POST 1/2" GALVANIZED BOLTS .._........ TYP. @ 3 LOCATIONS METAL CHANNEL, SEE 20A/A-1.3 3/4" X 3/4" STEEL TUBE FENCING ® 4" O.C. 2" X 2" STEEL TUBE FRAME AND POST GATE HARDWARE I c`� 2" x 4" HEAVY DUTY 3/4" X 3/4" STEEL TUBE FENCING J D I i BLANK HINGE, „ r TT IF I ( 3 PER LEAF 2 X 2 STEEL TUBE FRAME I I i I I ! I I I rnr`Irta�r� ��ecn�lpv - - ._._ .....__..... ENCLOSURE WALL ff JOINT FILLER , Virginia Dare Tower 10470 Foothill Blvd. Rancho Cucamongo California 91730-3754 tel: 909 987 0909 fax: 909 980 9980 Lo APPROVED APPROVED T; J U L 3 0 2002 APPROVED y L, I,R WOLFF ni i C-9784 Q r gyrt�,9l ��p1« m - .• - - ■__ SITE DETAILS DRAWN RG/AM CHECKED— DATE SEPTEMBER 1999 SCALE AS NOTED JOB N0. 98177 A-1.3 - {7 PER PANEL} --_`_-_________ 3" � X SCHED 40 SEAMLESS DOWNSPOUT METAL GUTTER NOTES: 1 1/2 WIDE X 16 GA. 1. IN CLOSED POSITION, TOP OF GATE TO BE PARALLEL WITH TOP OF MASONRY WALL STEEL STRAPS BOLTED L---+ -----DOWNSPOUT, SEE 21 /A-1.3 2. IN CLOSED POSITION, NO PORTION OF GATE ASSEMBLY, HARDWARE OR CONTROL TO SUPPORTS. --------------- COMPONENTS ARE TO PROTRUDE ABOVE TOP OF MASONRY WALL TS2X8X3/16 ----BEAM 3. SEE CIVIL DRAWINGS FOR ADDITIONAL MASONRY WALL HEIGHT INFORMATION BEYOND B: SAVE © GUTTER JOB NUMBER: FILE/CSI NUMBER: XCPORT07 REVISION DATE: JOB NUMBER: 98177 FILE/CSI NUMBER: XGATEI REVISION DATE: JOB NUMBER: 3„=1'-0” 21 CARPORT STRUGTURE;y ROOF FRAMING DETAILS 2„=T,_0„ 17 ROLLING — SECURITY GATE(NORTH) ELE�iATION REVISION DATE: XX/XX/XX. JOB NUMBER: 98177 SECTION -CARPORT : a 0 ca I I I M N 21 5 @ 12 "O.C. ACH WAY ------ 1-1 /2” METAL DECK SEE 13B/A-1.2 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS STEEL BEAM TS5X5X1 /4 COLUMN--f'- DOWNSPOUT, SEE 21 A-1.3 CONCRETE SIDEWALK CONCRETE PAVING --I CONCRETE IIDRAWINGS I I I CONCRETE FOOTING,_,,)I 5 A-1.2 ALUMINUM BALL ---- REVOLVING TRACK— SEAMLESS TAPERED ALUMINUM FLAG POLE CHAMFER ALI EDGES, TYP. c�• DEDICATION f G� • SEE 23/A-1. CONC, MONUI 5 @ 12"O.t ACH WAY 15 DOWEL @ ACH WAY 17A 31.50' i� TOP OF COLUMN . - T OUTLINE OF GATE PATIALLY OPEN -- — ---------------,-- r• 1 r I yy ��_•• y 1 I _�— — TUBE STEEL GATE, SEE 3 23.25' F.S. POSITION OF GATE OPERATOR NOTES: 1. IN CLOSED POSITION, TOP OF GATE TO BE PARALLEL WITH - TOP OF MASONRY WALL 2. IN CLOSED POSITION, NO PORTION OF GATE ASSEMBLY, HARDWARE OR CONTROL COMPONENTS ARE TO PROTRUDE ABOVE TOP OF MASONRY WALL 3. SEE CIVIL DRAWINGS FOR ADDITIONAL MASONRY WALL HEIGHT INFORMATION F, JOB NUMRFR- 18 ROLLING SECURITY GATE (EAST) - ELEVATION LINE OF BUILDING I ' �i 8A PERIMETER i I i 2'-0" - J3'-4" VFRIFI' GATE HARDWARE 2" x 4" HEAVY DUTY BLANK HINGE, 3 PER LEAF — --- FINISH SURFACE NOTE: .. FOR ADDITIONAL Q BUILDING INFORMATION SEE - ' � 22 CONC. MASONRY 7 SITE WALL a a a CONCRETE FOOTING :. NORTH - NOTE: IN CLOSED POSITION, TOP OF GATES TO BE PARALLEL WITH TOP OF CAP BLOCK. NO PORTION OF OF GATE ASSEMBLY TO PROTRUDE ABOVE TOP OF WALL. FILE/CSI NUMBER: XSITE07 REVISION DATE: XX/XX/XX JOB NUMBER: XXXXX FILE/CSI NUMBER: XSITE28 REVISION DATE: XX/XX/XX JOB NUMBER: 9 SITE WALL CONNECTION 5 WALL@ BUILDING3/�y- 1'—°" � GATE PROPERTY LINE ADJACENT PROJECT WEATHERPROOF ENCLOSURE PROPERTY 2" PROPERTY �i WITH DIGITAL KEYPAD AND KEY OPERATED SWITCH — TOP OF WALL — SEE gVil DRAWINGS I I I I CONDUIT THROUGH POST 2" CONCRETE MASONRY i I AND FOOTING CAP BLOCK z I I II I CONCRETE SWALE, WHERE ;� 3" DIA. TUBE STEEL POST, OCCURS i I PAINTED WELD & GRIND SMOOTH .ALL JOINTS PROPERTY LINE I i I LANDSCAPING II I I i CONCRETE CURB, SEE T.O.M.-SEE i i CIVIL DRAWINGS I 1 CIVIL DRAWINGSI I7. x 3 C141, II 0 I I NOTE: i IIII L 0 -0 F I I I I c I 5 ► FOR ADDITIONAL INFO., SEE CIVIL DRAWINGS AND O 1 Illi I a a a W d t CONCRETE MASONRY :.! I -- CONCRETE FOOTING DIGITAL KEYPAD - WATERPROOFING MEMBRANE - KEY SWITCH - = "--------------- -- _ I i —'� a o. 1'-4" DIA_ I a a. I KEYPAD ELEVATIONU,a 4 e 771 FILE/CSI NUMBER: XSITEI3 REVISION DATE: XX/XX/XX JOB NUMBER: FILE/CSI NUMBER: XSITEIO _ ;.REVISION DATE XX/XX/XX _`;__ -J06 NUMBER.; XXXXXXX_';" 1/8"=V-0" 10 KEYPAD 3/4"=1'-0" 8 MASONRY SITE WALL 3/4"=1'-0" 2 NOTE: 1" 3'-2" 1" FOR ADDITIONAL CONCRETE MASONRY INFORMATION SEE 22 CAP BLOCK S-7 T.O.M.-SEE CIVIL DRAWINGS I I 2" CONCRETE MASONRY _._._._._:......_...._.. j CAP BLOCK TOP OF WALL SEE CIVIL DRAWINGS I cO ul _ TOP OF _WALL ih SEE CIVIL DRAWL 6" ........._ . i w CONCRETE PAVING CONC. MASONRY WALL #4 X 6" GALVANIZE REBAR INBED AND GROUT _ INTO CMU AND WELD _. TO POST 1/2" GALVANIZED BOLTS .._........ TYP. @ 3 LOCATIONS METAL CHANNEL, SEE 20A/A-1.3 3/4" X 3/4" STEEL TUBE FENCING ® 4" O.C. 2" X 2" STEEL TUBE FRAME AND POST GATE HARDWARE I c`� 2" x 4" HEAVY DUTY 3/4" X 3/4" STEEL TUBE FENCING J D I i BLANK HINGE, „ r TT IF I ( 3 PER LEAF 2 X 2 STEEL TUBE FRAME I I i I I ! I I I rnr`Irta�r� ��ecn�lpv - - ._._ .....__..... ENCLOSURE WALL ff JOINT FILLER , Virginia Dare Tower 10470 Foothill Blvd. Rancho Cucamongo California 91730-3754 tel: 909 987 0909 fax: 909 980 9980 Lo APPROVED APPROVED T; J U L 3 0 2002 APPROVED y L, I,R WOLFF ni i C-9784 Q r gyrt�,9l ��p1« m - .• - - ■__ SITE DETAILS DRAWN RG/AM CHECKED— DATE SEPTEMBER 1999 SCALE AS NOTED JOB N0. 98177 A-1.3