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1'-24''f V-33"±f CLIENT: PRE-FINISHED 4 SHOP FORMED ROOF JOIST 1/2" EMT - RUN TIGHT TO METAL COPING ACCESS HATCH STRUCTURE ABOVE (4'-0" MAX. bp 1/4" DIAMETER SCREW EYE FOR 1/2" DIA.) W/ FULL THREAD EMBEDDED SUSPENDED CEILINGS ARE TO COMPLY 12 GA. VERTICAL HANGER WIRE (1 1/4" MIN); INSTALL IN WITH FOLLOWING CODES ANDCOMPRESSION STRUT REQUIRED CONT. SEALANT _j DIRECTION OF WIRE ( TYPICAL) REGULATIONS: AT EACH SEISMIC RESTRAINT TIE WIRES: (3) TURNS MIN. 12'-0" O.C. EACH WAY AND ACCESS HATCHAROUND ITSELF WITHIN 3" A) 2016 CALIFORNIA BUILDING CODE WITHIN 6'-0" OF EACH WALL SAFETY BAR MAXIMUM LENGTH (TYPICAL);( ) (2016 CBC) SEC 808 I ASTM A641 W/ 70 KSI MIN B) ASTM E580-14, C635-13a, AND VERTICAL - 12 GA. HANGER WIRE 2 x BLOCKING TYP CONT. TENSILE STRENGTH C636-13 (ASTM IS AN ACRONYM z AT 4'-0" O.C. CONT. SEALANT BIL-CLIP TAB 45° HANGER WIRE. FOR AMERICAN SOCIETY FOR TESTING 3/4" EMT - NOTCH OVER MAIN SEALANT MEMBRANE MATERIALS.), ASCE 7-10, AISI RUNNER :J a TERMINATION VERTICAL - 12 GA. MIN. HANGER S100-07/S2-10 DRILL 5/32" HOLE FOR 1/8" BOLT 1/2" PLY 5/16" HARDIPANEL WIRE AT 4'-0" O.C. MAX. C) LOAD COMBINATIONS & ALLOWABLE J AND LOCK- NUT AFTER CEILING o SHEATHING OVER SIDING OVER 30# 00 STRESS DESIGN PER 2013 CBC SEC SYSTEM IS LEVELED o 2 x BLOCKING FELT OVER SHEATHING SUSPENDED CEILING DETAIL 1605A.3.1 ° AT UPPER WIRE CONNECTOR D) SUSPENSION COMPONENTS SHALL 45° MAX. THREE COAT CEMENT o 0 PLASTER OVER ° COMPLY P5.1 W/ ASTM C635 AND E580 45° MAX. METAL LATH OVER (2) LAYERS WATER E) CEILING GRID SYSTEM SHALL BE � (3) TURNS MIN. IN o RESISTANT BARRIER ° C635 L__ HEAVY DUTY AS DEFINED BY ASTM 45° MAX. / 1 1/2"(TYPICAL) OVER SHEATHING ROOF JOIST ARCO BEYOND 4WALL F) SUSPENSION SYSTEM INSTALLATIONS 2'' 45° MAX.SHALL COMPLY W/ ASTM C636 ANDBP WEST COAST PRODUCTS,LLC THE PERIMETER ENDS OF E580 SEC 5.2 MAIN RUNNER 01 CORNICE DETAIL ° EACH CROSS RUNNER AND LIGHT (4)-12 GA. SPLAY WIRES SCALE: 1-1/2"=1'-0" FIXTURE MAIN RUNNER SHALL BE CROSS TEE SPLAYED 90° FROM EACH OTHER 01A CORN ICE DETAIL SUSPENDED INDEPENDENTLY A AND 45° FROM CEILING PLANEG> " ° �� MAX. OF 8" FROM EACH WALL SCALE: 1-1/2 =1 -0 OR CEILING DISCONTINUITY v' 5/8" GYPSUM ° WITH NO. 12 GA WIRE OR LAY-IN CEILING SUSPENSION SYSTEM-HEAVY DUTY GRID Ir APPROVED WALL SUPPORT BOARD 2" ° . 4 PERFORMANCE REQUIREMENTS: 2" =J-MOLD MIN. Q 0® THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION O O `01 CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ° w FIXED EDGE , ® ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, p _ WHICHEVER IS GREATER, IN TENSION WITH 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY 2 3'-0" CLEAR DIRECTION, AND IN COMPRESSION. IN LIEU OF 5-DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED d) 0 0 2x BLOCKING w WITH A 1-INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (610 MM) LONG T SEALANT SUSPENDED AT SUPPORTS o ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF ANG E N G�N� W/BACKER BEAD CEILING FASTENED W/ w THE MECHANICAL INTERLOCKING TYPE. SEALANT 5/16%2 LAG `` 8 Mq-I' 18215 72ND AVENUE SOUTH BOLTS W BACKER BEAD WRAP %" GYPSUM FQf 5/8" GYPSUM KENT, WA 98032 BOARD AROUND BOARD ° HANGER WIRE (425)251-6222/ (425)251-8782 FAX ALUMINUM BULKHEAD N WALL NOT TO EXCEED 6'-0" STOREFRONT GLAZING SYSTEMTHRESHOLD, REFER ,Q ROOF ® ® � SPREADER BAR OR SPLAY BRACE WIRE TO DOOR SCHEDULE CIVIL ENGINEERING, LAND PLANNING, NOTE: z ACCESS ° 2x4 STUD ` OTHER SUITABLE SYSTEM SURVEYING, ENVIRONMENTAL SERVICES w WALL " MIN. ® REQUIRED TO KEEP 8 (MAX.) OR 1/4 3/4 GAP ON SHEET A5.1. RUNGS TO BE w LADDER �° , LENGTH OF DIST. o2 STOREFRONT WIN DOW HEAD CAPABLE OF 7 2„ UNATTACHED ® CONT. HORIZ. FLOOR TILE, REFER TO NO. DATE REVISION DESCRIPTION PERIMETER COMPONENTS TO FIRST MAIN STRUT TO SPEC OF SHEET A1.2 SCALE: 3 =1 -0 WITHSTANDING A m MIN. MIN. WALLS ` 4 O FROM SPREADING APART PREVENT - 04/28/17 APPROVED BY SCOTT WEST 300 LB LOAD — ° �� CROSS TEE SPREADING OF 4 0 PLAN PERMIT SUBMITTAL -H ° • 2"x2" WALL MAIN RUNNER RUNNERS 4 a a zl® o �, �� TRIM LAY-IN CEILING TILETOP 2"x2" WALL TRIM 1 08/22/17 CLIENT UPDATES FINISH FLOOR Y"x3" EXPANSION UNRESTRAINED EDGE a FIXED EDGE UNRESTRAINED EDGE Q 09/20/17 PLAN REVIEW COMMENTS GLAZING 2 ° BOLT EACH LEG 9i� ® SUSPENDED CEILING DETAIL AT WALL 3Q 03/29/19 CLIENT REVISIONS SEALANT 4Q 04/08/19 ISSUED FOR BID ALUMINUM W/BACKER BEAD a a STOREFRONT SYSTEM J-MOLD o7 ROOF LADDER 11 TYPICAL SUSPENDED CEILING DETAILS 14 BI-PART SLIDING DOOR O SEALANT W/ K - SCALE: 3/4"=1'-0" - SCALE: N.T.S. - SCALE: 3"=1'-0" 0 BACKER BEAD THREE COAT CEMENT PLASTER OVER METAL 5/16" HARDIPANEL SIDING 0 LATH OVER (2) LAYERS OVER 30# FELT OVER A 10 WATER RESISTANT SHEATHING BARRIER OVER \ SEAL: SHEATHING \I J-MOLD 24 GA. G.I. SPRINGLOK C I FLASHING W/ 'FRY STX' `-" � �C. 03 STOREFRONT WINDOW SILL REGLET, 6" MIN. END LAPS, SECURE ANGLES TO MIEL BRI,RI, (OR APPROVED EQUAL) PROVIDE (2) KICKERS ROOF STRUCTURE WITH 69 GQALWN SCALE: Y=1'-0" PAINT TO MATCH PLASTER (BOTH PARALLEL TO A SELF TAPPING SCREWS/ p _1 AND PERPENDICULAR / 1 TO TRUSS SPAN) MOUNTING STRUT AND / REN.B 1;201'9 1 MIN. CEILING GROMMET BY RUN ROOF MEMBRANE UP TO FLASHING AIR GAP SECURITY CONTRACTOR CANT STRIP COOLER INTERIOR FREEZER INTERIOR FREEZER INTERIOR EXTERIOR (2) L 50" 7 GA. MIN. MOUNTING CONTROL JOINT ANGLES WITH 1/2" BOLTS AND USG #75 ROOFING MEMBRANE WASHERS ON EACH SIDE, OVER PROTECTION FREEZER/COOLER THREE COAT CEMENT BOARD OVER RIGID WALL PANEL FREEZER WALL SPACING WASHERS BETWEEN ANGLES PLASTER OVER METAL INSULATION OVER PANEL LATH OVER (2) LAYERS SHEATHING FREEZER/COOLER WATER RESISTANT FLOOR PANEL FREEZER 3/8" BOLTS FURNISHED WITH ADAPTERS X BARRIER OVER COOLER FLOOR PANEL L 1"x1"x12 GAGE SHEATHING FLOOR SLAB 5" DEPRESSED << o SLAB. VERIFYSPLIT PIPE CLAMP ERICO OR APPROVED DEVELOPMENT INFORMATION: < VERTICAL CONTROL JOINT 04 PANEL THICKNESS MOUNTING STRUT AND CEILING GROMMET RAZE AND REBUILD SCALE: Y=1'-0" PRICAULK o ° POUORINTO G SLAB SCAALEA1' 1-1/2"- -0" BY SECURITY CONTRACTOR 2400 am/pm JOINT ° o FUEL CANOPY W/ 8 MPD's 60 O GROUT ° ° ° a TERMINATION SCREED 13 M O N I TO R SUPPORT DETAIL 24'X48' CAR WASH 5" DEPRESSED SLAB ° CAULK JOINT /4" SAND ° ° � - SCALE: 3/4"=1'-0" 3 VERIFY FREEZER LEVELING BED FLOOR PANEL a ° a GROUT THICKNESS PRIOR ° ° � FRY REGLET TO POURING SLAB SITE ADDRESS: • N CHANNEL SCREED SECTION @ EXTERIOR WALL SECTION @ INTERIOR 800 E. KETTLEMAN LN o THREE COAT CEMENT TH E 0 @HIGHWAY 99 00 PLASTER OVER METAL CEME T LA ER LODI,CALIFORNIA � LATH OVER (2) LAYERS J-MOLD WATER BARKER OVERANT SHEATHING o8 REGLET FLASHING 12 DEPRESSED SLAB a@ WALK-IN FREEZER BEAM, SEE _ FACILITY # TBD STRUCTURAL ) SCALE: 3"=l'-O" - SCALE: 1-1/2"=V-O" PRE-FINISHED 22 GA. / DESIGNED BY: ALLIANCE Z&DM: METAL FLASHING � 05 HORIZONTAL REVEAL TRUSS BOTTOM 2" J-MOLD,CONT. SOFFIT TYP CHECKED BY: BP REPM: o �. CHORD VENT W/ INSECT DRAWN BY: ALLIANCE PM: N SCALE: 3 =1 -0�. SCREEN SIMPSON HTC4 SIMPSON HTC4 WINDOW HEADER VERSION: PROJECT NO: Q ROOF TRUSS CLIP ROOF TRUSS CLIP /-CHORD TRUSS BOTTOM — — — — — — 12796 SUPPORT REFER _ _ TO STRUCT - 4 - - - - - - - - 1 PRE-FINISHED 5" DRAWING TITLE: Qo NTED 2"X2" EXTRUDED IL METAL GUTTER GYPSUM (BOARD DETAILS i ALUMINUM BAND 4E CONT SEALANT CLEAR ANODIZED SHEET NO: THREE COAT CEMENT BLOCKING BETWEEN RAIN WATER LEADER ALUM STOREFRONT PLASTER OVER METALBOTTOM CHORDS LATH OVER (2) LAYERS 2X TOP PLATE OF TRUSSES 2X TOP PLATE THREE COAT CONT N WATER RESISTANT CEMENT PLASTER SEALANT TRUSS BOTTOM 3 BARRIER OVER SHEATHING CHORD 0 0 06 ALUMINUM TRIM DETAIL o9 PERPENDICULAR TO TRUSS 10 PARALLEL TO TRUSS r15PARALLEL TO TRUSS 16 CANOPY GUTTER DETAIL ■ 1 N SCALE: Y=1'-0" - SCALE: 3"=1'-0" - SCALE: Y=1'-0" A3.2 SCALE: Y=1'-0" A3.2 SCALE: Y=1'-0" LL