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04 '^ <br /> V I <br /> FORTE GOGHERE KEYNOTES: <br /> I. CULTURED STONE VENEER. SEE EXTERIOR ELEVATIONS . U <br /> 2. PORTE C06HERE ROOF DECK A55EMBLY: FORMED METAL . <br /> DECKING CURVED TO FOLLOW BEAMS W/ (2) LAYERS OF <br /> OVERLAY BOARD AND-ROOF MEMBRANE. ALTERNATE — <br /> WOOD DECKING MAY BE USED WITH ALTERNATE WOOD. T <br /> SEE BELOW FOR STEEL STRUCTURAL FRAMING INTENT. r1, <br /> CV u <br /> 3. SUSPENDED EXTERIOR LINEAR METAL PAN CEILING SYSTEM <br /> W/ PREFIN15HED 8" WIDE x 8'-O" LONG METAL PANELS <br /> ATTACHED TO GALVANIZED METAL RUNNERS SUSPENDED <br /> FROM FRAMING. SYSTEM IS BASED UPON ARMSTRONG <br /> o "METALWORKS LINEAR EXTERIOR GEILING SYSTEMS." <br /> RED ING AiRGHITEGTS <br /> 4. PRECAST STONE GOPING AT TOP OF STONE VENEER 1211 J STREET,MODESTO,GA 85354 <br /> 20gs22.eg00 <br /> CANOPY OVERHANG W/ 5. BENCH OF GMU W/ GULTURED STONE VENEER AND PRECAST <br /> LED UPLIGHTING STONE COPING TO FORM BENCH TOP. <br /> 6. STEEL COLUMN - SEE STRUCTURAL RAWINGS SEAL: <br /> D <br /> Q 1. STEEL POSTS BELOW. FINISH TO MATCH ADJACENT <br /> STRUCTURAL COLUMN. SED ARC/y/,, <br /> 15'-6 I/2" 12'-10 I/4" 8. HOLLOW STEEL TUBE - SEE STRUCTURAL DRAWINGS J�P�D� BUR�Fj�C� <br /> q. HOLLOW STEEL TUBE. CURVE TO FOLLOH ROOF LINE. <br /> zALTERNATE LAMINATED PRESSURE PRESERVATIVE <br /> CURVED METAL DECK WITH 3 , <br /> n ROOF MEMBRANE TREATED WOOD BEAMS AND DECKING MAY BE USED IN <br /> LIEU OF STRUCTURAL STEEL BEAMS. REN. <br /> 0J. 03-31-21 �P <br /> O 10. HOLLOW STEEL LOUVERS - PREFINISH AS INDICATED IN <br /> ST-2 <br /> EXTERIOR FINISH INDEX <br /> Q OFCA�- <br /> d 20'-8" FINISH FLOOR #3 11. STEEL JOISTS - SEE STRUCTURAL DRAWINGS <br /> 1 OPEN PORTION OF CANOPY <br /> WITH NON-STRUCTURAL 12. 6" METAL STUDS WITH EXTERIOR SHEATHING AND OUTSIDE <br /> — T.O. COLUMN GAP HOLLOW STEEL LOUVERS FACE TO-RECEIVE CULTURED STONE VENEER OVER <br /> MORTAR SETTING. <br /> N <br /> 2 4 I I5'-q" <br /> ''�'"� 13. CONCRETE FOOTINGS AND-REINFORCED PROTECTION FOR CONSULTANT: <br /> 8 I A104 / VEHICLE IMPACT. <br /> 12'-4" 14. PVC, DRAIN - SEE PLUMBING AND CIVIL DRAWINGS <br /> ROOF DRAIN AT ; <br /> LOW POINT / 15. PVC PIPE•RAINLEADER INSIDE 6" STEEL COLUMN <br /> LuW <br /> e - CONT ALUMINUM FASCIA <br /> 3 _ I A55EMBLY ON ALL SIDES. <br /> 8 FINISH FLOOR #2 <br /> 1,A 04 <br /> STRUCTURAL STEEL SUPPORT <br /> I COLUMN <br /> �t BUILDING SIGNAGE <br /> m ST-I <br /> N Q Q `II 12 EXTERIOR FINISH INDEX <br /> CULTURED STONE VENEER <br /> r- STUCCO FINISH - PAINT COLOR: BASE <br /> W 1 5-I BENJAMIN MOORE "DEEP SPACE" 2125-20 <br /> - - - <br /> STUCCO FINISH - PAINT COLOR: <br /> cv 5-IA BENJAMIN MOORE "GRAY SHOWER" 2125-30 O <br /> — — PORTS-GOGHERE PERSPEGTIV o D <br /> 5-2 STUCCO FINISH - PAINT COLOR. <br /> 14 SCALE: I/8" = I'-O" BENJAMIN MOORE "NEW CHESTNUT" �o <br /> 1 - STUCCO FINISH - PAINT COLOR: BODY Q <br /> s3 <br /> � 20 D BENJAMIN MOORS "POWELL BUFF" HG 35 <br /> I <br /> I <br /> — FINISH FLOOR #1 <br /> 0,_0„ <br /> STUCCO FINISH — PAINT COLOR: ACCENT <br /> 1 .a 5-3A BENJAMIN MOORE "WILMINGTON TAN" HG-34 <br /> 1 <br /> A104 5-4 STUCCO FINISH - PAINT COLOR: <br /> — / BENJAMIN MOORE "WHITE" <br /> 5 <br /> 3 A 103 <br /> NE VENEER <br /> A103 ST-I ELODORADOSTONE "CLIFFSTONE", COLOR: CAMBRIA <br /> F777774 < <br /> 5T-2 COPING: CUSTOM HAST n n n Z <br /> FORTEGOGHERE GOLUMI� SEGTI O1�1 COLOR TO MATCH ADJACENT WALL COLOR a [off <br /> LL <br /> 2 SCALE: I/4" = I'-O" <br /> 6Lz-I ALUMINUM STOREFRONT - WHITE O <br /> O <br /> T.O. COLUMN GAP 5T-2 PT-I PAINT: BENJAMIN MOORE "WHITE" <br /> 1 PT-2 PAINT: BENJAMIN MOORE "DEEP SPACE" 2125-20IL <br /> n n n <br /> v <br /> v A 104 Q I Q <br /> < 3 1 I q q <br /> 3 <br /> Lu i� EDGE OF VESTIBULE n <br /> 1J I �I IJ <br /> -ROOF BELOW o O <br /> O Q Q 3 <br /> A103 <br /> O 6 <br /> Q Q 5 <br /> 12 <br /> 1 A10Lu 3 <br /> w IL4 4 O <br /> Q 12 m 1 <br /> - LL <br /> q F <br /> 0 <br /> Z_ <br /> ST-I ST-I 2 1. - - PVC.'RAIN LEADER // 3 <br /> A103 INSIDE-ROOF /X I Q <br /> 4 4 <br /> m STRUCTURE O <br /> K O <br /> C) <br /> _� <br /> -ROOF DRAIN ~ <br /> O <br /> Q � <br /> I� 5T-2 s a I I I z p <br /> I � <br /> Nq <br /> I- N <br /> O GROU D FLOOR <br /> 7 CONCRETE ST-I <br /> CURB <br /> 8 <br /> � 13 A104 11 I _ PREVISIONS: <br /> 10ZL BLDG DEPT. 10/12/18 <br /> II <br /> 2 BLDG DEPT. 10/31/18 <br /> i�ORT -GOGf-E R GOLUM�I S GTIOI� o 3 MARRIOTT 03/20/Iq <br /> 3 SCALE: I/4" = I'-O" - 4 OWNER REV. 03/20/1 q <br /> 5 ASI #002 03/20/1 q <br /> A164PIPE TO ROOF DRAIN AT A104 i i 8 III <br /> PVG DRAIN GOLU LOW POINT 1 1 <br /> 3 I I <br /> - - - - - \ <br /> < — — q 1 BA PROJECT # 161010 <br /> PLN PROJECT # 1-10-1-7 <br /> 1 - <br /> 02-SECOND FLOOR PVC. RAIN LEADER MARRIOTT # 44-76 <br /> 1 O <br /> 13'-1 3/4" 6 q i <br /> STRUCTURE F <br /> _ _ <br /> 0 I 10 `p _ _ 1 — — PERMIT # - <br /> s I I i iAPN # 058-66-012 <br /> -ROOF DRAIN 0 15 <br /> II I N 1 1 <br /> DATE: 111151201b <br /> III I DRAWN: G.C�UAJARDO <br /> s i I 1 N q GHEGKED: D. BURKETT <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> o <br /> v A104 I I <br /> II <br /> III I 6 1 1 1 . 1 1 SHEET TITLE: <br /> I <br /> COLUMN HITH 5TUG60 4'-11 3/4" 1'-10" 1 151q'-11 1/2" 1 72 1/2" 2'-1" PORTE-COCHERE <br /> ol <br /> A55EMBLY - <br /> � <br /> A 104 • <br /> CONCRETE <br /> SIDEWALK <br /> s _ <br /> _E O-O 01-GROUND FLOOR - --- _-- <br /> O -- <br /> O as 9 <br /> 7 I I -RECESSED PORTION OF <br /> Ql) I I SIDEWALK FOR <br /> � I I WALK-OFF MAT O <br /> SHEET NO.: <br /> .3 <br /> O <br /> s <br /> PORTS-GOGHERE GOLUMN SEGTION <br /> SCALE: 1/4" = 1'-0" <br />