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7-8;r ud Table ±-12' o.A.L. 1 ePAGMG UD on= Ono PAWMION uJl- M Of c.M WIDTH 4AUdE epAGM3 1-1EkiHT mlffb ft 'ON alceH�')TyrIC � _Ev t-H l� /�J-� rA4- 16 15'-3' 8'-0' P.C. AI.rU ��. +`�� 25 24 12'-'a' W-0' O.G. 3 ' 22 ❑ 24 ir✓-'-"1" 01-01 ------- Ifo 8' 20 24 I7'-2' 5'-0' O.G. 25 _ ED f?I\E: 24 12'-5' 8'-ra' ac. d` T�RIU I if 20'-6' 5'-0' O.G. —1 — i RCHITECT �" 22 24 16'-5' 8'-0' O.C. SCOTT SON ARCHITECT, 16 22'-4' �+ 0 ' O.G. l �' 2540 ZANIE LLLA WAY, SUITE)60 20 1 24 I5'-5' 01-0' O.C. CHICO, CA 95928 P: 530 / 343-7557 F: 530 / 343-7447 2E� 24 15'-1' 10'-0° O_G. 2 96 26'-3" 10'-0' O.G. �0 A C 22 24 22'-4' 10'-0' O.C. FIE E z fR SCOTT G. 20No 24 24'-1 10'-0' O.C. I -S A . 1 3 7 2 RE 1. VALUES BASED ON NO AXIAL LOAD AND I 7 DEFLECTION LIMIT OF h/120 (VERIFY WITH ARCHITECTURAL SPECIFICATIONS FOR SPECIAL ! REQUIREMENT) K I T G 2. BRACING DESIGN BASED ON MAXIMUM WALL HEIGHT (TO CEILINGS) OF 10'-0` 'tt REVISIONS DINING 3. TOP AND BOTTOM TRACK TO BE SAME GAUGE V O � �R� AS STUD. SPLICE TOP TRACK AT BRAGINCs OR WALL PLAN CORZ REVDATE:NERS COOLER U 5 6 G—G CHECK &05/06/2016 } .4. SEE ULFOR ASSEMBLY DETAILS R ALL CONDITIONS AT INTERIOR WALLS AND FOR !� REVDATE: ADDITIONAL INFORMATION ROOF STRUCTURE ENLAFGED t!7 FE > "a7 1 N REVDATE: 12'A2'40 GAUGE STEEL 3 PLAN ,4 .8 21 PLATE W/ (2) M2 TEK u I— 1,> f �� REVDATE: SCREWS EACH EDGE 2 ,931 SQ. 1=T. __ ELEG. PANELS ± CONT. TRAGIC W/ 012 TEK REVDATE: SCREWS a 12' D.C. +1 CSYP.BOARD / INTERIOR FINISH PER PLAN, ATTACH W105 DRYWALL SCREWS A 12' OC.TYPICAL 13 V-O ROOF STRUCTURE 12'xl2'x20 GAUGE STEEL EMPLOYEE I PLATE W/ (2)012 TEK LOUNGE CORRIDOR SCREWS EACH EDGE I TDP OF GYPSUM BOARD O I G� r � I STUDS CONT. TRACK W/ 012 TEK 2 16 SCREWS • 12' Dom. I I I I 61 5/5' GYPSUM BOARD NOT la Mow ONE SIDE OF WALL ONLY STUDS fw/ BATT INSUL. ��,T. AR-2 L - - ANTICIPATED FOR SOUNDATTACHED To TRACK 2 T DIFMFr ENTIAL TRANSi'915SION 3 MOVEMENT ATTACHMENT A5 REOV. B-�j _r_ AGGESSfBLE I I 1`.� s •::,... ,. TO FLOOR SLAB OR ,4GGESS ISLE I I DECK OR ROOF FRAMING MEN'S WOr1EN'S a .— w/ '12 TEK I 16 I � 4 21 '� � �" (� CONT. TRACK O SCREWS • 12' O.C. STORAGE TOILET ROCM TOILET L _ _ STUDS (W/ BATT INSUL. ARE,4 ROOT"/ _ _ _ FOR SOUND I TRANSMISSION 15 10 ' POP-o1T M — TOP TRACK DETAI -5 - TOP CONNECTIONS 9MA nP. U STEEL STUDS t0 BE ESR 3064P STEEL STUD 1 A�O I I I MANUFACTURES ASSOC I AT ION 5/8' GYPSUM BOARD NOT 11 ATTACHED TO TRACK ON I 3 I _....... __.. ---' ONE SIDE OF WALL ONLY STUDS (W/ BATT INSUL. FOR SOUND TRANSMISSION 1 !2 77 HILTI X-C 3� PS 12 �"� � U FASTENER +� 16' O.G. i . ........ . ........ ....... ...... ......... . ........ 2I (IGC-ESR-1663 USA) 21 ,4�.�0 C� DONT. RUNNER TRACK ' , .µ_:^ `. SLAB ON GRADE BOT. TRAO< DETAILS - BOT. CONNECTION a%t7 STEEL STUDS TO BE ESR 3064P STEEL STUD MANUFACTURES ASSOCIATION Proposed - Floor Pian Q SCALE: 1/4" = 1'-0" Oq o Legend � -A General Notes (NOT ALL USED - REFER TO PLANS) Keyed Notes � (E) EXTERIOR 2x BUILDING WALLco 'S INTERNATIONAL AGGES518ILITY TACTILE SICxNACxE - EX IT 1 ❑ 1� - - - - - - - u' 1. SEAL ALL PENETRATIONS AT THE EXTERIOR WALLS. - TO REMAIN UNCHANGED PER PLAN, TYPICAL - AT ALL ENTRANCE DOOR'S (+60" AFF.) (BRAILE AT ALL EXITS). REFER TO DETAIL IO/AR-2, TYPICAL, DEMOLITION —I CE) INTERIOR 2x BUILDING WALL'S I� ACCESSIBLE APPROAGN - �a0�" C5'-m') SQUARE CLEAR SPACE m Q ❑ - PULL SIDE OF DDDR. TYPICAL - PER AGGE55I�IUTY DOOR CLEARANCE REQUIREMENTS 0 2_ PROVIDE EMERGENCY / EXIT LIGHTS AS REG2. BY CODE. - TO REMAIN UNCHANGED PER PLAN, TYPICAL 0, (E) DOOR AND FRAME AGGESSIBLE APPROACH - 4S' (4'-m') SQUARE CLEAR 5PACE - - - O � 3. ALL DIMENSIONS ARE TO FADE OF STUD UNLESS NOTED OTHERWISE. Q - TO REMAIN UNCHANGED PER PLAN, TYPICAL 18 - PUSH SIDE OF DOOR, TYPICAL - PER AGGE551BIUTY DOOR CLEARANCE REQUIREMENTS DEMOLITION 2X 1,U,4LL. � CE) STOREFRONT WINDOW SYSTEM AGGESSIBLE DOOR PUSH CLEARANCE - 12' MIN. � O 4CONTINUOUSLY ACCESSIBLE PATH W/ 1/2' MAX_ CHANGE IN ELEVATION. PATH TO BE A ® - TO REMAIN UNCHANGED PER PLAN. TYPICAL I9 CLEAR SPACE AT DOOR PUSH TO SE 12" (i' O� MINIMUM, 04. 1 MINIMUM OF A5' WIDE, NOT EXCEEDING 291 SLOPE IN ANY DIRECTION, TYP. TYPICAL AU. INTERIOR � EXTERIOR DOOR'S © 5 CE) BUILDING FLOOR FINISH / SLAB EXISTING ❑ TO REMAIN UNCHANGED PER PLAN, TYPICAL AGGE5SIP1-E DOOR PULL CLEARANCE _I 2d - GLEAR SPACE AT DOOR PULL TO EE IF (I'-61 MIN. AT INTERIOR SIDE OF DOOR. 24' (2`00 MIN. l L Q 5. NOT USED ❑ (E) SUSPENDED CEILING / GYPSUM CEILING AT EXTERIOR SIDE OF DOOR, TYPICAL ALL INTERIOR : EXTERIOR DOOR'S - TO REMAIN UNCHANGED PER PLAN. TYPICAL lE) DRIVE THRU WINDOWS 2i (N) METAL AWNING - NOT A PART, SEPARATE PERMIT EXISTING 2X UJ.4L o D - TO REMAIN UNCHANGED PER PLAN, TYPICAL - BY OTHERS. N.I.G. 0tij a (E) ROOT ACCESS LADDER TO REMAIN UNCHANGED, REFER TO ROOF PLAN, TYP. PROPOSED - ❑9 (E) ROOF OVERHANG REFER TO SHEET AiA FOR ROOF DEMO DETAIL5 AND LOCATIONS, TYPICAL P'ROP'OSED 2X WALLS Q Y (N) 2x EXTERIOR FRAMED POP OUT FEATURES GYPSUM BOARD FIN15H MIN. 6' ABOVE N a� f0 - ATTACH (N) FRAMED POP OUT PER 5TRL, GEMENT PLASTER / REVEL5 PER ELEVATIONS. TYP. FINISH CEILING DATE: 12/02/2015 N m 11 (N) GEMENT PLASTER WITH METAL REVELS OVER (E) GEM. PLASTER 5Y5TEM r � �- JOB NO_ 1 5.08 o CN) BRICK VENEER OVER CE) GEMENT PLASTER co �I 12 - ATTACH (N) 6RICK VENEER OVER (E) GEMENT PLASTER A5 REOD DY MANUFACTURE. N 13 (N) 2X INFILL At DEMO'D EXTERIOR WINDOWS (0LO (N) INTERIOR INFILL TO MATCH (E) CONDITIONS, TYP- C) YP.o cel (N) INTERIOR DOOR AND FRAME 14 c� - (N) DOOR AND FRAME IN (W 2X STUD WALL AT TOILET ROOM • CIDINTERNATIONAL AGGESSIBILITI' TACTILE SIGNAGE - ENTRY ca .o I5 � - AT ALL ENTRANCE DOOR'5 (+60" AFT) (13RAILE AT ALL EXITS). REFER TO DETAIL 12/AR-2. TYPICAL a Ii U ALL DRAWINGS&WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT&THE SAME MAY NOT BE DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT"SCOTT GIBSON ARCHITECTS"ALL RIGHTS RESERVED.