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N U) F--- u -U . Lu .5 H.1 U fV V r r Q O RED ING A-RGHITEGTS J 1211 J STREET,MODESTO,GA 95354 l� 209.522.8900 Z_ Q (k T.O. TRELLIS T.O. TRELLIS SEAL: v -3" 44'-3" a ARCF z JJ0 BUR� 'A o z PROVIDE R-38 INSULATION AT ROOF AND J'� 03-31-21 T.O. PARAPET T.O. PARAPET �TF �-�F�� -R-IG INSULATION AT WALLS, FLOORS, AND 42'-0° OFCA w I GEILINOS PER TITLE 24 I a AD6 AD6 l l J GONSULTANT: z m O z z T AC�6 I TOP OF ROOF t VARI ES TOP OF ROOF VAYilES TOP OF ROOF VARIES T.O. PLATE T.O. PLATE 32'-G" T.O. PLATE q q 3 q 3 0 I I I BY MARG° OTT 3 MAINTENANCE ROOM = - DJUBLE-GU EN SUITE = DOUBLE QUE N SUITE _ O O O I I I I f 16 AD5 n n Z it it � � LLo = FINISH FLOOR #3 FINISH FLOOR #3 FINISH FLOOR #3 �AA vv Fib I 3 O 3 u s 14 AD5 AD5 n n n o ILu 3 STORAGE (3 DOUBLE QUEEN SUITE O DOUBLE QUE N SUITE O Q o L 3 f I6 z � � AD5 < 22 ----- ----------- I I z AOII METAL FLASHING AS'REOUtRED FINISH FLOOR #2 FINISH FLOOR #2 FINISH FLOOR #2 � N N GLASS "A" MIN) "CARLISLE SYNTEG SYSTEMSz O OSURE WHITE FULLY ADHERED SYSTEM" (OR r ---- O APPROVED EQUAL - SEE PRODUCT MANUAL) - N MAINTAIN A MINIMUM OF 1/4" PER FOOT FOR 22 PROPER DRAINAGE. - INSTALL PER AOI I MANUFAGTURER SPECIFIGATIONS - l BELOW 12 I I1 3 � REVISIONS: METAL FLASHING AS'REOUIRED � �. I BLDG DEPT. 10/12/18 DRIP EDGE. h •x I- l 2 BLDG DEPT. 10/31/18 B.O. GEILINC� B.O. GEILING B.O. GEILING � STUCCO SYSTEM. SIM AD5 3 MARRIOTT 03/20/IG G'-O" I J 4 OWNER REV. 03/20/IG 5 ASI #002 03/20/IG � I I AD5 4 3 AD5 AD5 � I I O - C) BA PROJECT # 161010 PLN PROJEGT # I-70�-7 HVAC LOBBY VESTIBULE MARRIOTT # 44-76 o I I I IY PERMIT # - 0 APN # 058-66-012 o ° ° ° I I I IG ° — —_- I 5 AD5 \ DATE: 11/13/2018 d ° ° ° ° VIII VIII III AD6 FINISH FLOOR AND FINISH FLOOR AND AD5 FINISH FLOOR AND DRAWN: G.G7UAJA- DO BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED GHEGKED: D. BURKETT ° GONG. SLAB (REF. STRUGT.) GONG. SLAB (REF. STRUCT.) GONG. SLAB (REF. STRUCT.) O f I f FINISH FINISH FLOOR #1 I FINISH FLOOR #I � ° m FLOOR #I ��. O'-O" ° H T TITL ° IIII-IIIII_-=I 11-II1 III- - I' I I EXTERIOR WALL SECTIONS 1= _ I --IIEXIT G��O�Y �- I ° - I IL-I1, SCALE: 1/2" 1'-0° 1 1= d I1=1I III—I I I_I -III III III I I d d III III I I I- III d d III-I I I 11-I ° ° d I- =1 d -I -III °d C) =III___ II III-III III -I II I-III-IIII 1=1 1=1 1=1 1=1�' =1 -III -III-III -I o -1 1-III 1=1 =1 1=I 11=1 I- l� l J 1I -III III-I - -III -1 1-I III III=1 111=1 i'- _III -1 I-III-III-I 1= II-III -I I' MEMBERS OF THE PRIMARY STRUCTURAL FRAME, THAT SUPPORT MORE BASE 8 SUBBASE — — — — = BASE 8 SUBBASE -III BASE 8 SUBBASE �—III—III—III- THAN TWO FLOORS, OR ONE FLOOR AND'ROOF, OR SUPPORT A LOAD PER SOILS-REPORT SEE STRUCTURAL PER SOILS-REPORT - -111..•III-1 I I- III- I SEE STRUCTURAL PER SOILS-REPORT �I I—� III III=III— SEE STRUCTURAL BEARING WALL, OR A NON LOAD BEARING WALL MORE THAN TWO DWGS FOR DWGS FOR DWCGS FOR STORIES HIGH, SHALL BE PROVIDED WITH INDIVIDUAL ENGASEMENT FOUNDATION FOUNDATION FOUNDATION PROTECTION BY PROTEGTING THEM ON ALL SIDES FOR THEIR FULL SHEET NO.: < LENGTH, INCLUDING CONNECTIONS TO OTHER STRUCTURAL MEMBERS. SEE SHEETS AOII sLL SGTI Old DILL SGTI ON DILL SGT 101 A231