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PRE-FINISHED 1 -34 PRE-FINISHED <br /> 1'-24" SHOP FORMED SHOP FORMED <br /> 00, METAL COPING METAL COPING ROOF JOIST 1/2" EMT - RUN TIGHT TO <br /> 1z STRUCTURE ABOVE (4'-0" MAX. <br /> CONT. SEALANT CONT. SEALANT <br /> 1/4" DIAMETER SCREW EYE FOR 1/2" DIA.) <br /> W/ FULL THREAD EMBEDDED SUSPENDED CEILINGS ARE TO COMPLY 12 GA. VERTICAL HANGER WIRE DESIGN <br /> WRAP MEMBRANE WRAP MEMBRANE o < (1 1/4" MIN); INSTALL IN WITH FOLLOWING CODES AND COMPRESSION STRUT REQUIRED <br /> UP WALL AND UP WALL AND DIRECTION OF WIRE ( TYPICAL) REGULATIONS: AT EACH SEISMIC RESTRAINT <br /> TERMINATE AT TERMINATE AT <br /> �� 21 b <br /> PA' <br /> xh7i <br /> 12'-0" O.C. EACH WAY AND TIE WIRES: (3) TURNS MIN. Architectural <br /> FRONT OF CORNICE FRONT OF CORNICE xSolutions GroupACCESS HATCH, WITHIN 6 -0OF EACH WALL <br /> 4 BILCO, S-20 AROUND ITSELF WITHIN 3 <br /> A) CALIFORNIA BUILDING CODE (CBC) <br /> 2 CANT STRIP <br /> MAXIMUM LENGTH (TYPICAL); SECTIONS 803.9 AND 1613.1. <br /> .41 CONT.10 B g VERTICAL - 12 GA. HANGER WIRE 2455 Bennett Valley Rd.Suite A-102 <br /> CONT. ROOFING SEALANT ASTM C636 SECTION 2.3.4 ) ASTM C635 AND ASTM C636 <br /> MEMBRANE OVER (REFERENCED IN IBC 803.9.) ASTM z AT 4'-0" 0.C. Santa Rosa, CA. 95404 <br /> SEALANT PROTECTION BOARD ACCESS HATCH 45° HANGER WIRE. IS AN ACRONYM FOR AMERICAN 3/4" EMT - NOTCH OVER MAIN <br /> OVER RIGID SOCIETY FOR TESTING MATERIALS. RUNNER <br /> INSULATION OVER SAFETY BAR VERTICAL - 12 GA. MIN. HANGER C) ASCE-7-05 SECTION 13.5.6.2.2 I DRILL 5/32" HOLE FOR 1/8" BOLT <br /> SHEATHING WIRE AT 4'-0" O.C. MAX. (REFERENCED IN IBC 1613.1.) ASCE � � AND LOCK- NUT AFTER CEILING o <br /> IS AN ACRONYM FOR AMERICAN INSYSTEM IS LEVELED ° ED A Rc <br /> 0 o BIL-CLIP TAB <br /> THREE COAT CEMENT � MEMBRANE SUSPENDED CEILING DETAIL SOCIETY OF CIVIL ENGINEERS. ��S y/T <br /> PLASTER OVER 45° MAX. �G�oy W PFp� <br /> METAL LATH OVER = Q TERMINATION AT UPPER WIRE CONNECTOR D) CISCA RECOMMENDATIONS FOR <br /> SEISMIC ZONES 3-4 (REFERENCED ° o <br /> IN ASCE-7-05 SECTION 13.5.6.2.2.) 45° MAX. <br /> (2) LAYERS WATER - 504 <br /> RESISTANT BARRIER °O CISCA IS AN ACRONYM FOR CEILINGS (3) TURNS MIN. IN o REN. 1/31/19 <br /> OVER SHEATHING THREE COAT CEMENT ° ° AND INTERIOR SYSTEMS 45° MAX. / 1 1/2"(TYPICAL) <br /> PLASTER OVER ❑ CONSTRUCTION ASSOCIATION. LP <br /> METAL LATH OVER <br /> 01 CORNICE DETAIL (2) LAYERS WATER _ _ _ _ _ _ 8 �qk Mq 45° MAX. �9TFOF CA\-\FC��\P <br /> Seal <br /> �` <br /> - SCALE: 1-1/2"=V-0"-0 OVER SHEATHING RESISTANT BARRIER THE PERIMETER ENDS OF MAIN RUNNER \� <br /> ROOF JOIST \\ ❑ EACH CROSS RUNNER AND <br /> BEYOND \ WALL MAIN RUNNER SHALL BE CROSS TEE (4)-12 GA. SPLAY WIRES <br /> \ SUSPENDED INDEPENDENTLY A SPLAYED 90° FROM EACH OTHER <br /> bp <br /> 01A CORNICE DETAIL \\ MAX. OF 8" FROM EACH WALL AND 45° FROM CEILING PLANE <br /> SCALE: 1-1/2"=1'-0" j/ ® �` 0 OR CEILING DISCONTINUITY LAY-IN CEILING SUSPENSION SYSTEM-HEAVY DUTY GRID <br /> ❑ \ /, / WITH NO. 12 GA WIRE OR <br /> J-MOLD2 \ \ 2� APPROVED WALL SUPPORT <br /> 4 PERFORMANCE REQUIREMENTS: <br /> o MIN. Q .o® THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION <br /> CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN <br /> 5/8" GYPSUM ❑ FIXED EDGE ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, <br /> BOARD = ` . WHICHEVER IS GREATER, IN TENSION WITH 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY <br /> C' DIRECTION, AND IN COMPRESSION. IN LIEU OF 5-DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED <br /> w <br /> SEALANT = WITH A 1-INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (610 MM) LONG <br /> W/BACKER BEAD SEALANT <br /> W/BACKER BEAD 13 Q ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF <br /> x THE MECHANICAL INTERLOCKING TYPE. <br /> w 8„ <br /> ALUMINUM 3'-0" CLEAR JI <br /> ti1q�. <br /> STOREFRONT SUSPENDED 2x BLOCKING w <br /> SYSTEM CEILING ° ° AT SUPPORTS o <br /> HANGER WIRE <br /> WRAP 5/" GYPSUM FASTENED W/ ; WALL NOT TO EXCEED 6'-0" <br /> BOARD AROUND 5/16"x2" LAG `` ` �` THRESHOLD, REFER <br /> 02 STOREFRONT WINDOW HEAD BULKHEAD » BOLTS SPREADER BAR OR SPLAY BRACE WIRE <br /> � 5/8 GYPSUM � TO DOOR SCHEDULE <br /> SCALE: 3"-1'-0" BOARD ❑ MIN. �, OTHER SUITABLE SYSTEM 8" (MAX.) OR 1/4 3/4" GAP ON SHEET A5.1. <br /> REQUIRED TO KEEP J <br /> LENGTH OF DIST. CONT. HORIZ. FLOOR TILE, REFER TO Q <br /> 11<1 <br /> cin 2» UNATTACHED ® PERIMETER COMPONENTS <br /> = WALLS ® ` Q O FROM SPREADING APART TO FIRST MAIN _ PSTRUT REVENT <br /> SPEC OF SHEET A1.2. <br /> MIN. <br /> NOTE: w ROOF ❑ 2x4 STUD ® `4 CROSS TEE SPREADING OF M <br /> Z ACCESS „ <br /> 2" RUNGS TO BE CAPABLE OF w WALL 2x2 WALL MAIN RUNNER RUNNERS 4 a Q z1 vii <br /> ALUMINUM STOREFRONT w LADDER 7„ .o <br /> GLAZING SYSTEM WITHSTANDING A 300 LB LOAD a TRIM LAY-IN CEILING TILE » » a o <br /> 2x2 WALL TRIM <br /> m MIN. i-73 w <br /> SEALANT UNRESTRAINED EDGE FIXED EDGE UNRESTRAINED EDGE w o <br /> W/BACKER BEAD o SUSPENDED CEILING DETAIL AT WALL z <br /> SEALANT +I <br /> W/BACKER BEAD `V <br /> TOP O FLOOR Y"x3" EXPANSION 13 BI-PART SLIDING DOOR m <br /> ❑ BOLT EACH LEG 10 TYPICAL SUSPENDED CEILING DETAILS » <br /> z o - SCALE: 3 =1 -0 J <br /> _ - SCALE: N.T.S. Q <br /> ~ J-MOLD <br /> � � z <br /> V) a <br /> a <br /> w 1" MIN. 0 <br /> UJ <br /> AIR GAP <br /> 07 ROOF LADDER <br /> - SCALE: 3/4"=1'-0" FREEZER INTERIOR <br /> EXTERIOR COOLER INTERIOR FREEZER INTERIOR CD <br /> N 03 STOREFRONT WINDOW SILL REFER TO WALL SECTIONS FOR FREEZER/COOLER <br /> a a a a a a a <br /> » » FINISH MATERIAL FREEZER WALL WALL PANEL <br /> SCALE: 3 =1 -0 PANEL <br /> J-MOLD <br /> FREEZER/COOLER D 0 <br /> FREEZER FLOOR PANEL <br /> M 24 GA. G.I. SPRINGLOK FLASHING FLOOR PANEL COOLER <br /> W/ 'FRY STX' REGLET, 6" MIN. END FLOOR SLAB LINEAR <br /> II LAPS, (OR APPROVED EQUAL) PAINT MAGNET <br /> TO MATCH PLASTER DRIVE <br /> NI CONTROL JOINT 5" DEPRESSED TERMINATION SCREED 5" DEPRESSED SLAB. Q <br /> 0 ­z <br /> USG #100 z SLAB. VERIFY CAULK JOINT CAULK o VERIFY FREEZER FLOOR Q W <br /> FREEZER FLOOR a o PANEL THICKNESS PRIOR <br /> vii THREE COAT CEMENT PANEL THICKNESS GROUT JOINT a p TO POURING SLAB O � <br /> PLASTER OVER METAL RUN ROOF MEMBRANE PRIOR TO ° GROUT o Ir z <br /> N LATH OVER (2) LAYERS UP TO FLASHING POURING SLAB ° ° a ° a SAND W > c) <br /> � I� WATER RESISTANT CANT STRIPLO <br /> z BARRIER OVER SHEATHING ° a LEVELING BED Q Q Oar Q <br /> M ROOFING MEMBRANE ° a ° ° M <br /> 0 OVER PROTECTION W <br /> O BOARD OVER RIGID REFER TO HOOD FOR FACTORY ' O / , <br /> 04 VERTICAL CONTROL JOINT INSULATION OVER LOCATED HANGER ANGLES SECTION @EXTERIOR WALL SECTION INTERIOR DOORAT GUIDE # < O v <br /> - SCALE: 3"=1'-0" SHEATHING M J Q <br /> LJJ <br /> D A L 3x3x16 GA. MIN. MOUNTING W ' 1 <br /> n yANGLES, FASTEN TO EACH TRUSS 0 W W W <br /> o CHORD MEMBER WITH (1) 8 GA. 11 DEPRESSED SLAB @ WALK-IN FREEZER <br /> � x 1 1/2" LONG WOOD SCREW (MIN. _ ( , z <br /> 0 �� 2 SCREWS PER SUPPORT LOCATION) SCALE: 1-1/2"=V-0" v / , <br /> A EXISTING ROOF STRUCTURE Q <br /> Of <br /> A O VQ <br /> F— LFRY REGLET o 0 0 0 1 z <br /> CHANNEL SCREED (4) 3/8" DIA. ALL THREAD 14 AUTOMATIC SLIDING DOOR U Q <br /> RODS (ONE PER CORNER) _ W <br /> SCALE: 3 =1 -0 <br /> THREE COAT C <br /> o IMENT--PLASTER OVER EMETAL 08 REG LET FLASHING EXISTING <br /> i B.O. CEILING SECURE ANGLES TO <br /> �� LATH OVER (2) LAYERS - SCALE: 3"=1'-O" PROVIDE (2) KICKERS ROOF STRUCTURE WITH 5/8" GYP. BD. <br /> Z WATER RESISTANT <br /> (BOTH PARALLEL TO A OSELF TAPPING SCREWS p <br /> BARRIER OVER SHEATHING AND PERPENDICULAR 1 5/8$' GYP. BD. <br /> N TO TRUSS SPAN) / <br /> CD 05 HORIZONTAL REVEAL MOUNTING STRUT AND / <br /> Q - SCALE: 3"-1'-0" CEILING GROMMET BY / DOUBLE STUDS <br /> - SECURITY CONTRACTOR BUILT UP 2X Project Number <br /> o REFER TO HOOD FOR FACTORY / HEADER @ JAMBS <br /> THREE COAT CEMENT LOCATED HANGER ANGLES (2) L 5 " 7 GA. MIN. MOUNTING <br /> Q x3 <br /> PLASTER OVER METAL ANGLES WITH 1/2" BOLTS AND SPA 16002.0 <br /> LATH OVER (2) LAYERS <br /> WASHERS ON EACH SIDE, (TYP. OF 4) HOLLOW METAL HOLLOW METAL <br /> WATER RESISTANT DOOR FRAME Sheet Name <br /> Z BARRIER OVER SHEATHING 3/8" DOUBLE NUTS WITH DOOR FRAME <br /> MI 3" I I WASHER SPACING WASHERS BETWEEN ANGLES <br /> o C, I "J" WEEP SCREED 3/8" BOLTS FURNISHED WITH ADAPTERS DETAILS <br /> 0 <br /> L 1"x 1"x 12 GAGE <br /> Q L 3x3x16 GA. MIN. DOOR AS <br /> i N EXTRUDED ALUMINUM MOUNTING ANGLES SOOR AS <br /> EDULED SCHEDULED <br /> M BREAK METAL <br /> D SPLIT PIPE CLAMP ERICO OR APPROVED <br /> (4) 3/8" DIA. ALL THREAD <br /> w I CRIMP CORNER A - A ( ) A - A MOUNTING STRUT AND CEILING GROMMET <br /> � `�' � TO PROVIDE A RODS ONE PER CORNER <br /> L DRIP EDGE BY SECURITY CONTRACTOR <br /> z "J" WEEP SCREED SCALE: 1-1/2'=1 -0" <br /> Sheet Number <br /> 0- ALUMINUM TRIM DETAIL o9 HOOD SUPPORT DETAIL 12 MONITOR SUPPORT DETAIL 15 DOOR HEAD 16 DOOR JAMB <br /> wA4ml <br /> o - SCALE: 3 =1 -0 - SCALE: NTS - SCALE: 3/4"=V-0"-0 - SCALE: 3 =1 -0» - SCALE: Y=1'-0' <br /> z <br />