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0 <br /> N <br /> H <br /> 0 <br /> 0' <br /> d <br /> PERIMETER <br /> SUPPORT. DO <br /> NOT ATTACH <br /> RUNNER TO <br /> CLOSURE <br /> 1 <br /> I <br /> L I <br /> O <br /> a <br /> U <br /> N <br /> L <br /> - JASON D <br /> C <br /> A <br /> a oQ' Qs o <br /> 12 GA. PERIMETER SUPPORT GNICH <br /> ARCHITECT <br /> 'P LIGHT FIXTURE: WIRE +/- 10 DEGREES MAX. <br /> WALL ANGLE, <br /> NOTE: w/(2)-12 GA.HANGER WIRES TYP <br /> N ® #12 HANGER LIGHT FIXTURES OR AT ALTERNATE CORNERS SE BAR OR OTHER COMPONENT . CODE COMPLIANCE: 2015 IBC 1613,ASCE 7 SECTION 11.6 <br /> E WIRE ° DIFFUSERS IN EXCESS TO STRUCTURES ABOVE KEEP PERIMETER COMPONENTS SEISMIC CLIP SESIMIC USE GROUP: III <br /> OF 56 LBS.REQUIRE FROM SPREADING OUT ATTACHED TO SEISMIC DESIGN CATEGORY: C-ADDITIONAL PROVISIONS ASTM E580 <br /> (4) 12 GA.HANGERS END WALL (S) INTERSECTION TEST STRENGTH: 100 LBS. TENSION w/5'OFFSET 9 SE 3RD AVE, SUITE 110 <br /> \ 6 60 LBS. COMPRESSION <br /> 3/8" MIN. 1 PORTLAND, OR 97214 <br /> SEISMIC CLIP V. 503.552.9079 <br /> a PER MFR. P ° ° • INSTALL PER ASTM E580 <br /> F. 503.241.7055 <br /> CEILING TO BE INSTALLED BY CISCA WWW.GNICHARCH.COM <br /> �^ <br /> vu;) Q o a ° RECOMMENDATIONS FOR INC CATEGORY"C" <br /> ° °o GRID MUST NOT BE ATTACHED TO WALL MOLDING <br /> r <br /> 3/8" MIN <br /> . • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE Aft <br /> � � ° °° ° <br /> ° ° <br /> CROSS TEE ° ° o v�j TIED TOGETHER TO PREVENT THEIR SPREADING '' <br /> o /78' ° � ° °° ° ° �/ <br /> 7/8" MIN. MINIMUM 3/8" CLEARANCE ON ALL SIDES ERIK <br /> MINIMUM WALL ° R ° ° ° AIR-DIFFUSER w/(2)-12 GA. • SAFETY WIRES REQUIRED ON LIGHT FIXTURES MATTHEWS � <br /> OVERLAP OF 0 0° ° °° ° HANGER WIRES AT <br /> ° ° MAIN BEAM ALTERNATE CORNERS TO <br /> ° ° ° IVm. - <br /> GRID ON WALL ° 8" MAXIMUM `.. <br /> ° ° STRUCTURE ABOVE <br /> MINIMUM WALL �° ° <br /> 04.30.2019 <br /> o- MOULDING REN WALDAl`E <br /> T <br /> C <br /> ° <br /> 0 <br /> g TYP. GRID BRACING <br /> 7 TYP. SPLAY WIRE BRACING 6 TYP. FIXTURE HANGER WIRES 5 SUSPENDED ACOUSTICAL PANEL CEILING—TYP. <br /> U <br /> 7 <br /> ° SCALE: 3" = 1'-0" SCALE: 3" = V-0" SCALE: 1-1/2" = V-0" SCALE: 3" = V-0" <br /> o_ <br /> U <br /> N <br /> 2 <br /> a <br /> 41'-6" <br /> L 2'-0" 6-3" 6'-3" 6'-3" 6-3" 6-3" 6'-3" 2-0" <br /> c Af <br /> 0 <br /> N <br /> 1 2 3 <br /> N A7.0 A7.0 A7.0 <br /> j <br /> 0 <br /> Q? <br /> Ono 0 0 0 0 0--1 <br /> U <br /> L <br /> a — (E05- - <br /> 1'-0" SOFFIT <br /> C� X_ <br /> 121-0"A.F.F. <br /> o 0 0 <br /> 0 2 CT 01 <br /> A3.0 F CLG. GRID <br /> " GENERAL NOTES @ 1o'-o"A.F.F. N <br /> o � _ <br /> T 11 J 0 0 <br /> 0 1. REFER TO ELECTRICAL LIGHTING PLAN FOR FIXTURE A7 0 (/) (� <br /> SPECIFICATIONS. 1 p„ 1 '_2511 CT 01 <br /> 0 <br /> / TJI PERF <br /> OQ I WALK-IN CLO .� <br /> 2. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. STRUCTURAL co <br /> 1 COOLER @ 10'-0"A.F.F. <br /> / \ LIGHTING BY CT 01 O <br /> r 3. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A STEEL SOFFIT MFR. <br /> 0 25 0@10'-O"CLGA.IFDF. (/) 11) <br /> NEAT AND WORKMANLIKE MANNER. � � PANEL 1 � O � <br /> L <br /> i <br /> 4. PER CBC 1011.6.2 THE FACE OF AN EXIT SIGN 0 FIRE BLOCKING L 2'-0" � <br /> o ILLUMINATED FROM AN EXTERNAL SOURCE SHALL 0 @ TOP PLATE \ ' <br /> ol <br /> En HAVE AN INTENSITY OF NOT LESS THAN 5 BEAM PERD BEAM PER 0 CK) C V <br /> FOOTCANDLES (54 LUX). STRUCTURAL STRUCTURAL F 23 L — W N <br /> °' 5. PER IBC 1011.6.3 EXIT SIGNS SHALL BE ILLUMINATED <br /> BRICK PER FIRE BLOCKING SOFFIT — CT 01 ���•/ <br /> Lo <br /> AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION PLANS 0 @ 4'-0"O C co A.F.F. CLG. GRID _ Z U <br /> FOR A DURATION OF NOT LESS THAN 90 MINUTES IN @ 10'-0"A.F.F. 01J <br /> CASE OF PRIMARY POWER LOSS, THE SIGN O COLUMN PER 5 r J O J Q <br /> ILLUMINATION MEANS SHALL BE CONNECTED TO AN STRUCTURAL o A7.o 21-0" 25 1 O Q <br /> YSTEM PROVIDED <br /> STORAGE BATTEMERGENCYTERIES STHE INSTALLATION OFT HE D D STUDS PER 0 1 1 O � U <br /> EMERGENCY POWER SYSTEM SHALL BE IN STRUCTURAL 1 U O� V O <br /> ACCORDANCE WITH CBC CHAPTER 27. 0 <br /> 1"AIR SPACE - - - - - - - U O E U N <br /> — <br /> BRICK PER 1 34.2 — 25 24 24 n 1 O <br /> O PLANS L — - - - - - O = <br /> 0 0 1/2" EXTERIOR •05 w m V) C <br /> SHEATHING Ol U m <br /> D D OO OO OO 0 0 O CD <br /> � � � CD <br /> o EX-05 <br /> 0 FIRE BLOCKING SOFFIT <br /> 0 0 @ 41-0 Q 121-0"A.F.F. CITY SUBMITTAL pS ET <br /> BASE PLATE PER 09. 1 2. 1 U <br /> STRUCTURAL 0 0 0 0 <br /> 0 0 2X6 WOOD 5 J <br /> O BOTTOM PLATE o A6.0 <br /> W/ANCHOR BOLT LoREV: DATE: DESCRIPTION: <br /> PER STRUCTURAL <br /> FLASHING � O 0 � 0 <br /> AEP SPAN SEALANT CONCRETE CONCRETE <br /> FLUSH PANEL NICHIHA FINISH CLIP FOUNDATION FOUNDATION PER <br /> � 0 <br /> PANEL FASTENER NICHIHA 5MM SPACER FLASHING PER STRUCTURAL <br /> STRUCTURAL <br /> NICHIHA PANEL BEAM PER STRUCTURAL a a ° a a a ® SHEET NAME: <br /> j <br /> SEALANT OVER EXTERIOR SHEATHING <br /> 4 4 a 4 <br /> DOUBLE FLANGE PER STRUCTURAL <br /> SEALANT BACKER WEATHER BARRIER a a s a a a a a L EX 03 BEAM <br /> L L REFLECTED CEILING <br /> NICHIHA ULTIMATE NICHIHA FACTORY 4 <br /> CLIP SYSTEM a a PLAN/ CEILING DETAILS <br /> OUTSIDE CORNER a a a a 2 0" 9' 10 1/2" 9' 10 1/2" 91-10 1/2" 9' 10 1/2" <br /> SHEET NUMBER: <br /> 4 BEAM DETAIL3 COLUMN ELEVATION 2 COLUMN SECTION <br /> REFLECTED CEILING PLAN A3 . 0 <br /> SCALE: 1-1/2" = 1'-0" SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1 -0' SCALE: 1/4" = 1 -0" 0' 2' 4' <br /> COPYRIGHT 2018 <br />