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CORNER 3EA NO DRYWALL ON TOP 1 � BAIT SOUND <br />- �- OF 2X4 WOOD TOP PLATE - \ :J <br />0 j 2X WD. OR METAL INSULATION AS OCCURS. <br />- --%- %-1 �\ EXISTING EXTERIOR STUDS @ 16" O.C. <br />— \ STOREFRONT -- FOR WALL MATERIAL <br />w w \ I = - - <br />O �O \ 1\0ARSE THREAD SCREWS 6" O.C. 1 <br />C-) \ 0 <br />LINE UP INTERIOR <br />— METAL STUD \ GLAZING WITH <br />w \ �C�Rt3N <br />OR MIDDLE TEMP TEMP <br />j <br />NO DRYWALL ON TOP TEMP TEMP <br />CORKER BEA OF 2X4 WOOD TOP PLATE <br />EQ.1 <br />OF0 WISH, hEFER TO <br />EQ. ROOM FINISH SCHEDULE. <br />PREFINISHED STEEL <br />DOOR FRAME, SEE <br />I <br />SPECS. <br />DOOR, SEE <br />DOOR SCHEDULE. <br />— <br />N \\ / <br />I ' <br />I <br />\ ` 1. FACE OF WALL. CLEAR ANODIZED ALUMINUM / <br />DOOR TYRES <br />�a <br />SIZE <br />TYPE <br />EARK <br />I <br />T-0"X 7-0" <br />Al <br />NEW STOREFRONT DOOR- CLEAR ALULIMINUM <br />2 <br />T-0"X 7-0" <br />3 <br />NEW PAINTED DOOR <br />3 <br />31-0"X 7` 0" <br />3 <br />NEW PAINTED DOOR <br />4 <br />3'-0"X 7'-13" �I <br />31 <br />NEW PAINTED DOOR IN/ PRIVACY LOCK <br />El <br />3'-0"'X 7"-01' <br />A <br />EXISTING STOREFRONT ENTRANCE <br />E2 <br />3'-0"X 7'-0" <br />C <br />EXISTING REAR DOOR TO REMAIN <br />WINDOW TYPES <br />A <br />EQ. X T-0" <br />13/A-2 <br />CLEAR ALUMINUM TEMPERED GLAZING <br />B&B1 <br />4'-0"X 4'-0" <br />S/A-2 <br />HEAD @ T-0" A.F.F. <br />I <br />2. LAY -IN CEILING ACOUSTIC <br />j � � 1-1 G/1 G" � I i� 1 9/"6" - NOTES: <br />\'� / / PANELS. TEMPERED GLAZING ----= a i. ALL THRESHOLDSO COMPLY E�itlTt I A117,1 AND 2004 IBC SEC. 1008.1.6 ®i/2'" MAX. <br />COARSE THREAD 3. SUSPENSION SYSTEM FOR <br />SCREWS 6" O.C. LAY —IN ACOUSTIC PANELS. <br />— -- 4. 'AALL ANGLE. <br />ENLARGED DETAIL <br />15 - 14 INTERIOR ELEVATE ®SIGNING ROOM 13 INTERIOR DOOR HEAD/ JAMB SIM 12 DOOR SCHEDULE 11 <br />__ — — -- — <br />TOS <br />PENETRATION) LC. B.O. NO, 9290 E) 2X6 SUB I'URLIN ©2 O.C. <br />---- --- — CLEAR ANODIZED ALUMIMUI�E (E) GLAZING�° E (S) F26P AT EA. EN . <br />EXISTING 18"TJI @ 24"O.C. <br />(E) WINDOW FRAME s) fi8 scREws <br />EXISTING ROOF -- <br />RAFTER JOISTS <br />_ ALUMINUM BREAK METAL \ WN. 3-1/2' 25 CA, Mn. <br />\% ALT. BRACES PER DETAIL 13 I END CAP TO MATCH � \ STUD BRACING AT <br />III STOREFRONT �'-o" O.C. (ANGLE <br />6" 25 G.A. MTL STUDS @ 16" O.C. / �� / DIR t 10d) ALTERNATE <br />— - - -� --- -- -- � � INTERIOR 5-6-�IREFRC�C�i MILLI®10! DIREc»oN <br />(VVHEN GREATER THAN G —0 LONG) <br />BEND STUD BRACE <br />3 B SCREWS WEB TO TRAGIC <br />VARIES, SEE E-2 <br />\`-- 5/8" SHEETROCK TYPE 'X' GYPSUM BOARD <br />\�. W/ DRYWALL SCREWS @ 6" O.C. -- — -----. -- - � — - - CEILING <br />I <br />2X6 MTL TRACK �I <br />NOTE: W/ 2 #8 SCREWS @ EA, STUD <br />A, JOINTS FINISHED, 1 CLE R° GLAZING V <br />!3, AT RESTROOM GYP. BD. CEILING (+91-011) - 61125 GA. METAL STUDS @ 161" O.C. NEOPRENE GASKET AGAINST <br />EXISTING GLAZING <br />10 GYP. BD, CEILING 9 INTERIOR ELEVA T ION— CONFERENCE ROOD INTERIOR STOREFRONT WALL TO EXISTING EXT. STOREFRONT-7 PARTITION WALL TO S-TRUCTURE <br />STRUCTURE ABOVE <br />2x BLOCKIING -J� STRUCTURE ABOVE <br />8" MAX. FROM WALL 12 GA. WIRE SPLAYED IN FOUR / <br />TO END SUPPORT DIRECTIONS 90 DEGREES APA ROOF DECKING <br />� x <br />AT 12'-0" O.C. EACH EXTERIOR 3-5/8" 20 CA. LEDGER EXISTING <br />ROOF MEMBER -- WAY. 45" ANGLE E WALL ATTACH WITH POWER DRIVEN <br />-�- --� N FROM HORIZ. <br />- ( FASTENER AT 24" O.C. \ L <br />r PENETRATION LC.&O. NO. 1752 1 / � <br />_ 7/3" SELF TAPPING EYE LAG I` I ) <br />14°-4 16°-6°° / LTyr '` -- SCREW TO BOTTOM OF CHANNEL �— — — -- — — -- — - IIND01-�ALd <br />�� 4; ° AN./ _ A TOP OF N <br />HEIGHT VARIES WWI ROOF SLOPE _ / H � _ AT ANGLE OF WIRE IvlTL, STUD <br />-'I BRACING AT 48" <br />1 <br />SPLAY WIFE W 4 / <br />WIDE FLANGE CONT. �� ' / �': FOR CLG. HT. STAGGER, SEE 6 A-2 . A \ <br />TRACTS 16 GA. Wl V / � � / EXISTING <br />2 -SCREWS AT EACH U RAFTER <br />TIGHT TURNS 1 (WHEN GREATER <br />NIIVD01d SEE REFLECT. CLG �i <br />\ % THAN 6 -O=LONG -- - — -_ - -- - <br />j \ ADD BLACK ; -- -- --. _. ---...._ .-.. PLAN <br />T BAR GRID SHALL BE ��' TIGHTTURNS <br />W/ 3 OUT FILM / �cl <br />I <br />SUSPENDED SUPPORTED AT FOUR CORNERS ,' �I 4 G. +� CON SUSPENDED CLT. TOP TRACK <br />CEILING SEE RCP it SURROUNDING LIGHT �� � FINISH CEILING , <br />FOR HEIGHT FIXTURE WITH ONE (1) NO. 12 GA. WI E \ 45` MAX. A <br />L.'I <br />4 MAX. � <br />R-'I9 BAIT INSULATION�� I'.. HANGER AT EACH CORNER 3-�/S " 25 CA. MTL STUD ©24" U.C. i <br />/ NOTE: USE 8 GA, WIRE AT SUSPENDED �; LOCATION PER PLAN W/R-13 <br />6" 20 GA. METAL STLCCS � DRYWALL / PLASTER CEILING AND ;1') 3 5/8" MTL ST <br />AT 24"° O.C. 12 G / �� A. WIRE AT ACOUSTIC CEILINGS FL8" TYPE "A" GYP <br />ALL SUPPORT WIRES SHALL BE 25 G.A. AT 16" O.C. <br />BOTH PESID"X �I TYPICAL - ANCHORED TO MAIN STRUCTURAL <br />6A6°' TYPE °X" Gl°�' BID. � , / / TURNS OF BD. BOTH SIDES <br />I i �_ <br />SPLAY WIRE IN COMPONENTS ABOVE ; ;� III : � 5/8" TYPE 'X GYP BD. <br />ATTACH VW POWER DRIVEN � � i MAIN RUNNER - �I <br />1 2 FOR i2 GA. <br />I. � �, / / ATTACH WITH POWER DRIVEN ! � �' <br />FASTENER AT24"O.C. %CROSS RUNNER �'" FASTENER AT 24" O.C. <br />CONT. BOTTOM TRACK <br />y � 1" PENETRATION) C.B.O.LNO. 1752 EXISTING I �� ," <br />PIN AT 24" O.C. <br />JOINT SEALER I `� �, / CONCRETE 3/4 <br />FLOOR F&6�9IS@ I <br />.Ir i SLAB (ER 5001) <br />EXISTING Eb WALL 5 CEILING SWAY BRACE 4 CEILING SPLAY WIRES 3 WINDOW FURRING WALL TYPICAL PARTITION WALL � 1 <br />