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DECKING, GENERAL NOTES: <br /> PER PLAN. DECKING, <br /> .21 PER PLAN.TRUSSES 1. REFER TO ELECTRICAL LIGHTING PLAN FOR FIXTURE <br /> SPECIFICATIONS. <br /> o -0 <br /> a TRUSS, 2. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. <br /> PER PLAN. TRUSS, <br /> a VARIES VARIES PER PLAN. <br /> o N <br /> U <br /> N OTE: <br /> UNISTRUT P1000-HS, & <br /> DOWNROD, SPACING VARIES; LOCATE DOWNROD, PER IBC 1011.6.2 THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL <br /> L VERIFY MOUNTING (1)UNISTRUT BELOW EACH VERIFY MOUNTING <br /> REQMTS FOR EACH, POINT LOAD LOCATION SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES(54 <br /> C: PER MANUFACTURER. FROM DOWNROD. REQMTS FOR EACH, LUX). <br /> X <br /> PER MANUFACTURER. <br /> X � <br /> PER IBC 1011.6.3 EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE <br /> a 7 TYP. HANGING SHELF BRACING DETAIL CONTINUED ILLUMINATION FORA DURATION OF NOT LESS THAN 90 MINUTES IN <br /> o CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE <br /> SCALE: 1/2" = Y-0" CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE <br /> Z3 <br /> E BATTERIES... THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE <br /> Q o IN ACCORDANCE WITH CBC CHAPTER 27. <br /> 0 NOTE: ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND <br /> � 5/8"PLYWOOD DECKING <br /> WORKMANLIKE MANNER. <br /> cATOP CEILING ASSEMBLY <br /> FOR STORAGE <br /> E a <br /> BATT INSULATION, <br /> 0 0 PER ENERGY CODE <br /> 0 �_ � Qs <br /> 2X8 WOOD LEDGER o Q <br /> 0 <br /> GNICH <br /> / 2X6 EXTERIOR WALL, D����j5 �Ss�� LIGHT FIXTURE: ARCHITECTURE <br /> o Q PER PLAN VIRE LIGHT FIXTURES OR AT ALTERNATE CORNERS <br /> o NOTE: w/(2)-12 GA.HANGER WIRES <br /> 2X8 WOOD BLOCKING ® #12 HANGER � S T U � � O <br /> ° DIFFUSERS IN EXCESS TO STRUCTURES ABOVE <br /> ° <br /> OF 56 LBS.REQUIRE <br /> 0 <br /> / o ° ° (4) 12 GA.HANGERS <br /> EXTERIOR PLYWOOD SHEATHING, <br /> � PER PLAN SEISMIC CLIP <br /> 0 PER MFR. P ° <br /> ol _ ° ° 1001 SE SANDY BLVD, SUITE 100 <br /> U ,a o PORTLAND, OR 97214 <br /> ® e A ° o V. 503.552.9079 <br /> 0 -0 ° ° °o° ° 0 Co I F. 503.241.7055 <br /> ° °° ° 0 o v) i WWW.GNICHARCH.COM <br /> CONTINUOUS SEALANT BEAD ' ° ° CROSS TEE ° °4° ° o to v/ <br /> E CONTINUOUS SEALANT @PERIMETER EDGE O., ° AIR-DIFFUSER w/(2)-12 GA. 04.29.2020 <br /> MINIMUM WALL � ° <br /> Q BEAD @ALL SEAMS 1/2"MDO CEILING PAINTED WHITE o ° °° ° HANGER WIRES AT <br /> o OVERLAP OF ° ° ° °° ° MAIN BEAM ALTERNATE CORNERS TO <br /> GRID ON WALL ° o° ° <br /> STRUCTURE ABOVE ' <br /> MINIMUM WALL ° ° ° ERIK <br /> 0) <br /> 0) 0 MOULDING MATTHEWS <br /> C: -0 <br /> HARD LID CEILING @ RESTROOM TYP. GRID BRACING TYP. SPLAY WIRE BRACING TYP. FIXTURE HANGER WIRES No C-32764 <br /> C: <br /> 6 5 4 3 0430-2021 <br /> 0 <br /> E SCALE: 1 1/2" = 1'-0" SCALE: 3" = F-0" SCALE: 3" = F-0" SCALE: 1-1/2" = l'-0" RENEWAL aarE <br /> - <br /> M 0 � ' <br /> F C; <br /> U <br /> •L A7.0 A7.0 A7.0 <br /> Q <br /> 0 <br /> U U <br /> >, LINE OF METAL <br /> 8'-0"(AWNING) <br /> AWNING,ABOVE. Q <br /> DOWNSPOUTS TO (D <br /> 0 <br /> CURB-0-LET BELOW�z A6.0 NT <br /> a o -VERIFY W/MANUF. z L7 TYP 0"(AWNING) C) <br /> E Q QN <br /> 4 O m <br /> a 0 12'-0" 12'-0" 0 <br /> -0 <br /> Z 0 LINE OF METAL <br /> -r- J 9 1/ EQ27 AWNING,ABOVE. <br /> J `\j DOWNSPOUTS TO <br /> Q <br /> CURB-0-LET BELOW z <br /> EQ23 oVERIFY W/MANUF. v TYP O <br /> o' w Q Co <br /> U <br /> •� O n 1 <br /> -0 -1-- L4 Q /Vn�J�, ( l <br /> O <br /> N U TYP. W I <br /> Q HEAVY DUTY T-BAR GRID SYSTEM I u- J <br /> Q <br /> -0 m EQ23 91/2" <br /> D <br /> u <br /> Z 4_ <br /> EQ23 <br /> 0 r(' <br /> nPERIMETER OF <br /> O <br /> Q) SUPPORT. DO ---------- L4 <br /> TYP. <br /> W <br /> NOT ATTACH / CLGLe O Q Co 4 <br /> 0 RUNNER TO `~ <br /> 0 o 9 1/2° CLG. @ L— Z L� � O <br /> Co <br /> E -0 CLOSURE / 8'-0"A.F.F. O � 1 <br /> � A6.0 1 EQ23 CLG 3 A6.0 r 1 O� L0 <br /> a� <br /> 0 U <br /> lql <br /> N EQ23 IL <br /> CLG.@ N <br /> 10'-0"A.F.F. r 1 O O U � Q <br /> 0 � ' x �J Co �l <br /> � 0 � EQ23 EQ23 0 FA_ I • - � � X <br /> Q LINE OF PROVIDE BLOCKING O U � <br /> _ _ o METAL EQ23 I FOR IT EQUIPMENT 4– L0 C m <br /> E <br /> _ __---- _ - " AWNING, CD C� � O <br /> •0 ABOVE. X Q <br /> + A 5 INU L6 Z <br /> _-- A7.0 CLG 1 Q <br /> o .0 12 GA. PERIMETER SUPPORT o <br /> U WIRE+/- 10 DEGREES MAX. 91/211 EQ23 CLG.GRID ISSUED FOR PERMIT. <br /> WALL ANGLE, <br /> @ 10'-0"A.F.F. � 02. 1 4-2O <br /> NTYR <br /> I <br /> c CODE COMPLIANCE: 2015 IBC 1613,ASCE 7 SECTION 11.6 <br /> 0, SPACE BAR OR OTHER COMPONENT <br /> TO KEEP PERIMETER COMPONENTS SEISMIC CLIP SESIMIC USE GROUP: III L. GO EQ23 EQ23 <br /> ATTACHED TO SEISMIC DESIGN CATEGORY: C-ADDITIONAL PROVISIONS ASTM E580 L4 FUL <br /> _0 0 FROM SPREADING OUT P. <br /> Q) o END WALL(S) INTERSECTION TEST STRENGTH: 100 LBS.TENSION w/S OFFSET <br /> a v v �3/8" MIN. 6 60 LBS. COMPRESSION DOWNSPOUTS TO L4_ 41-0"(AWNING) LINE OF METAL <br /> CURB-O-LET BELOWTVP AWNING,ABOVE. REV: DATE: DESCRIPTION: <br /> INSTALL PER ASTM E580 -VERIFY W/MANUF 2'-6" <br /> o (AWNING) DOWNSPOUTS TO 1 04.29.2020 CITY COMMENTS <br /> • CEILING TO BE INSTALLED BY CISCA <br /> o_ CURB-0-LET BELOW <br /> o RECOMMENDATIONS FOR INC CATEGORY"C" <br /> VERIFY W/MANUF. <br /> D_ <br /> o • GRID MUST NOT BE ATTACHED TO WALL MOLDING <br /> L7 <br /> 3/8" MIN. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TYP <br /> o <br /> _0 <br /> TIED TOGETHER TO PREVENT THEIR SPREADING <br /> • MINIMUM 3/8"CLEARANCE ON ALL SIDES Q <br /> oo 7/8" MIN. • SAFETY WIRES REQUIRED ON LIGHT FIXTURES <br /> 0 SHEET NAME: <br /> 0 <br /> _ LINE OF PRE-FAB <br /> 0 8" MAXIMUM o CANOPY,ABOVE. <br /> REFLECTED CEILING <br /> 0 0 <br /> 0 ❑ DOWNSPOUTS TO ❑ DOWNSPOUTS TO ❑ 2 PLAN/ CEILING DETAILS <br /> 0 cn ��CURB-O-LET BELOW CURB-O-LET BELOW <br /> m -VERIFY W/MANUF. -VERIFY W/MANUF. A6.0 <br /> U 26'-0"(PRE-FAB CANOPY) lk <br /> SHEET NUMBER: <br /> o � J J J <br /> 0 -0 <br /> 0 2 SUSPENDED ACOUSTICAL PANEL CEILING-TYP. AkLLREFLECTED CEILING PLAN . 0 <br /> f-A%j <br /> CL SCALE: 3" = F-0" SCALE: 1/4" = F-0" <br /> 0) 0' 2' 4' ©2019 DB Franchising USA, LLC <br />