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PRE-FINISHED SHOP _ _ _ _ _ _ CUENT: FORMED METAL COPING 1 2" EMT - RUN TIGHT TO / \ ROOF JOIST / bl .b e STRUCTURE ABOVE (4'-0" MAX. 1/4" DIAMETER SCREW EYE FOR 1/2" DIA.) �'-- CONT. SEALANT W/ FULL THREAD EMBEDDED 12 GA. VERTICAL HANGER WIRE j x „ SUSPENDED CEILINGS ARE TO COMPLY WRAP MEMBRANE UP < (1 1/4 MIN); INSTALL IN WITH FOLLOWING CODES AND COMPRESSION STRUT REQUIRED DIRECTION OF WIRE TYPICAL AT EACH SEISMIC RESTRAINT REGULATIONS. WALL AND TERMINATE ACCESS HATCH �' TIE WIRES: 3 TURNS MIN. 12'-0" O.C. EACH WAY AND �d UNDER METAL FLASHING { ) -1 CANT STRIP AROUND ITSELF WITHIN 3" A) CALIFORNIA BUILDING CODE (CBC) WITHIN 6'-0" OF EACH WALL MAXIMUM LENGTH (TYPICAL); SECTIONS 803.9 AND 1613.1. o_ CONT. SEALANT ROOFING MEMBRANE OVER ASTM C636 SECTION 2.3.4 B) ASTM C635 AND ASTM C636 VERTICAL - 12 GA. HANGER WIRE PROTECTION BOARD OVER RIGID (REFERENCED IN IBC 803.9.) ASTM � � � AT 4'-0" O.C. INSULATION OVER SHEATHING ACCESS HATCH 45° HANGER WIRE. IS AN ACRONYM FOR AMERICAN j45 3/4" EMT - NOTCH OVER MAIN SOCIETY FOR TESTING MATERIALS. RUNNER SAFETY BAR VERTICAL - 12 GA. MIN. HANGER C) ASCE-7-05 SECTION 13.5.6.2.2 DRILL 5/32" HOLE FOR 1/8" BOLT WIRE AT 4'-0" O.C. MAX. (REFERENCED IN IBC 1613.1.) ASCE AND LOCK- NUT AFTER CEILING BIL-CLIP TAB IS AN ACRONYM FOR AMERICAN SYSTEM IS LEVELEDTHREE COAT CEMENT PLASTER SUSPENDED C�E9UNG DETML SOCIETY OF CIVIL ENGINEERS.OVER METAL LATH OVER 2 MEMBRANE MAX. { ) ° 11N OF TERMINATIONAT UPPE996E ®NNECT®RD) CISCA RECOMMENDATIONS FORLAYERS WATER RESISTANT SEISMIC ZONES 3-4 (REFERENCED o BARRIER OVER SHEATHING IN ASCE-7-05 SECTION 13.5.6.2.2.) 45° MAX•CISCA IS AN ACRONYM FOR CEILINGS (3) TURNS MIN. INAND INTERIOR SYSTEMS . / 1 1/2"(TYPICAL) 13 CONSTRUCTION ASSOCIATION. ARCOs ' 8' ro 1 C O R��C E DET p L p � 45° MAX. 13P 9VEST COAST PRODUCTS,LLC SCALE: 1-1/2"=1'-0" THE PERIMETER ENDS OF ROOF JOIST �� ® EACH CROSS RUNNER AND MAIN RUNNER 4 -12 GA. SPLAY WIRES ni In BEYOND WALL MAIN RUNNER SHALL E CROSS TEE SPLAYED 90° FROM EACH OTHER SUSPENDED INDEPENDENTLY A AND 45° FROM CEILING PLANE MAX. OF 8 FROM EACH WALL I C ° OR CEILING DISCONTINUITY 2" ® ° ° ° WITH NO. 12 GA WIRE OR LAY4N GEUNG SUSPENSMH SYSTEM-HEAVY DUTY GRO J-MOLD 2" APPROVED WALL SUPPORT MIN. ° � PERFORMANCE REQUIREMENTS: o to o O THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION ®� CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN 5/8" GYPSUM ® MED EDGE ® ® � ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, BOARD WHICHEVER IS GREATER, IN TENSION WITH 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY SEALANT7 _ Q° DIRECTION, AND IN COMPRESSION. IN LIEU OF 5-DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED ®N� W/BACKER BEAD SEALANT U WITH A 1-INCH (25AMM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (610 MM) LONG I ( �� W/BACKER BEAD ® ¢ ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF X THE MECHANICAL INTERLOCKING TYPE. 18215 72ND AVENUE SOUTH ALUMINUM 3'-0" CLEAR �ryR9q,I, GLAZING STOREFRONT SUSPENDED 2x BLOCKING I I (425)2511-6222 SYSTEM CEILING ° ° AT SUPPORTS o / HANGER WIRE I (425)251-8782 FAX WRAP %" GYPSUM FASTENED W/ w WALL NOT TO EXCEED 6°-0" BOARD AROUND 5/16"x2" LAG �` CIVIL ENGINEERING, LAND PLANNING, BULKHEAD �- „ BOLTS �° ® SPREADER BAR OR SPLAY BRACE WIRE THRESHOLD, REFER SURVEYING, ENVIRONMENTAL SERVICES 02 STOREFRONT W �D H 5/8 GYPSUM I TO DOOR SCHEDULE " BOARD ® ° OTHER SUITABLE SYSTEM 8" (MAX.) OR 1/4 3/4" GAP - SCALE: 3 =1 -0 " I ON SHEET 15.1. I No. DATE REVISION DESCRIPTION IN. ® a ® REQUIRED TO KEEP LENGTH OF DIST. V) 2" UNATTACHED ® PERIMETER COMPONENTS TO FIRST MAIN CONT. HORIZ. , FLOOR TILE, REFER TO 01/18/16 BUILDING PERMIT SUBMITTAL WALLS ®� STRUT TO I SPEC OF SHEET 11.1. ROOF MIN. FROM SPREADING APART _ PREVENT 1 NOTE: ACCESS ® a 2x4 STUD ® °� CROSS TEE SPREADING OF 2" RUNGS TO BE CAPABLE OF w LADDER WALL ° ® m° �2"x2" WALL MAIN RUNNER RUNNERS a a a 2 GLAZING ALUMINUM STOREFRONT WITHSTANDING A 300 LB LOAD 7 ®Q TRIM LAY-IN CEILING TILE " „ a SYSTEM 2x2 WALL TRIM 1 3 m MIN. UNRESTRAMED EDGE � EDGED EDGE UNRESTRAINED EDGE SEALANT cv SEALANT W/BACKER BEAD � — — — — — — — — — 0 SUSPENDED CEUNG DETAIL. AT WALL W/BACKER BEAD TOP OF �i r " " A FINISH FLOOR � Y2 x3 EXPANSION 14 l z ® BOLT EACH LEG 11 Ty MCAL SUSPENDED CMUNG DETMLS SCALE: 3"=1'-0" Q - SCALE: N.T.S. J-MOLD 1" MIN. AIR GAP 11 07 ROOF LADDER SCALE: 3/4"=1' 0" FREEZER INTERIOR EXTERIOR COOLER INTERIOR FREEZER INTERIOR OF CqI- , O 03 STOREFRONT � DOW ��LL THREE COAT CEMENT PLASTER OVER METAL FREEZER/COOLER ,�� DANIEL B{fIAN SCALE: 3"=V-0" LATH OVER (2) LAYERS WATER RESISTANT PANEL WALL �_ WALL PANEL �\ GOALVdIN v -18565 J-MOLD BARRIER OVER SHEATHING SIMPSON HTC4 FREEZER/COOLER^ {, ROOF TRUSS CLIP FREEZER FLOOR PANEL �: � COOLER REN. 8/31/17 24 GA. G.I. SPRINGLOK FLASHING TRUSS BOTTOM U CHORD FLOOR PANEL W/ 'FRY STX' REGLET, 6" MIN. END _' LAPS, (OR APPROVED EQUAL) PAINT FLOOR SLAB \� ED ARG TO MATCH PLASTER CONTROL JOINT 5" DEPRESSED TERMINATION SCREED 5" DEPRESSED SLAB. USG #75 SLAB. VERIFY v VERIFY FREEZER FLOOR CAULK JOINT CAULK o _ FREEZER FLOOR e PANEL THICKNESS PRIOR THREE COAT CEMENT GROUT JOINT Q,p TO POURING SLAB PANEL THICKNESS PLASTER OVER METAL RUN ROOF MEMBRANE �I`� PRIOR TO v GROUT o. y�°° LATH OVER (2) LAYERS UP TO FLASHING POURING SLABp " SAND WATER RESISTANT CANT STRIP o LEVELING BED BARRIER OVER SHEATHING v ROOFING MEMBRANE OVER PROTECTION 2X TOP PLATE r BOARD OVER RIGID 04 VER=AL CONTROL I INSULATION OVER DEVELOPMENT INFORMATION: SCALE: 3"-1'-0" SHEATHING SECTM @ EXTEMOR ALL SEC 0®N @ INTEMOR ARCO NTS X3000 am/pm DEPRESSED SLAB WALMN FREEZER �� CANOPY 09 UCULATO TRUSS - SCALE: 1 "=1'-0" SCALE: 3"=1'-0" A FRY REGLET \ CHANNEL SCREED ° ° ° © 1 15NOT USED SITE ADDRESS: - SCALE: - ESCAL AVENUE THREE COAT CEMENT PLASTER OVER METAL 08 REGLET FLASHNG LATH OVER (2) LAYERS - SCALE: 3"=1'-0" PROVIDE 2 KICKERS SECURE ANGLES TO ,---- @HIGHWAY 920 ESCALON,CA WATER RESISTANT ( ) ROOF STRUCTURE WITH BARRIER OVER SHEATHING (BOTH PARALLEL TO A SELF TAPPING SCREWS/ p AND PERPENDICULAR F. --- 1 FACM TBD SIMPSON HTC4 TO TRUSS SPAN) 05 � ® TAL REVEAL ROOF TRUSS CLIP MOUNTING STRUT AND J DESIGNED BY. AWANCE Z&eDM: SCALE: 3"=1'-O" CEILING GROMMET BY / tIED BY BP REPM: TRUSS BOTTOM SECURITY CONTRACTOR - --� DRAM BY: AWANCE PM: CHORD --(2) L 5x3" 7 GA. MIN. MOUNTING ANGLES WITH 1/2- BOLTS AND goal: PRo>ECT f�a WASHERS ON EACH SIDE, (TYP. OF 4) o 17223 2"X2" EXTRUDED SPACING WASHERS BETWEEN ANGLES DRAWNG TITLE: -7 vALUMINUM BAND �� 3/8" BOLTS FURNISHED WITH ADAPTERS B ETA LS L 1"x1"x12 GAGE _ BLOCKING BETWEEN BOTTOM THREE COAT CEMENT CHORDS OF TRUSSES 2X TOP PLATE SPLIT PIPE CLAMP ERICO OR APPROVED SHEET No: PLASTER OVER METAL LATH OVER (2) LAYERS TRUSS BOTTOM A - A MOUNTING STRUT AND CEILING GROMMET WATER RESISTANT CHORD SCALE: 1-1/2"=1'-0" BY SECURITY CONTRACTOR BARRIER OVER SHEATHING 06 LU NUM TRIM DETAIL 10 LLEL L T TRUSS rl3 MONFOR SUPPORT DETML DOOR HEAD 16 17 SCALE: 3"=V-0" - SCALE: 3"=1'-0" - SCALE: 3/4"=1'-0" - SCALE: 3"=1'-0" - SCALE: 3"=1'-0" A4 1