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HomeMy WebLinkAboutARB201200054 Legacy Document 2012-05-10C! C E F G 11111 J 1 I I I_ b o I I m I LJ 1 � I O � I I a I � I I in I^ � C) N I O' r I ( n I I i0 I 1 iCr1 pfa 2 1 3 1 4 2.1 2.4 AM - COMMON SPRINKLER ROOM I SIMILAR I I I I I I I wmm t 3 3a 32=&' --- 11' -4" 5 ' -0" 21' -0" 0 I m 7 1 1 I I I I I I I L- 1 �V MA - MM I - SE PON I MAP I BUILDING B -PLAN A2.1 SCALE 1/8" - V -0" O O 101 Y �14e I � k; t1\0\*//11/�.w% �/ (8 .2 4.2 4.4 C82\1-1 (4 .4 I 2 7 A B A8 3 C D E 7.2 7.5 7.1 4.5 4.3 i 9 100% Arch. ReAm Set 02110112 1 10 Permit Set 02/14112 10 O X.X KEYED NOTES CID M r MISCELLANEOUS: 1.1) UNE OF ROOF. Q 1.2) COLUMN AND PARAPET BEYOND. SITEWORK: 2.1) SEE CIVIL DWGS FOR LANDSCAPING REQUIREMENTS. V 2.2) SEE CIVIL DWGS FOR EXTENT OF ASPHALT PAVING N AND CONIC. CURB d 2.3) SEE CIVIL DWGS FOR LOCATION /SPEC OF All BUILDING B p ADDITIONAL SITE UGHTING POLES 2.4) SEE CIVIL DWGS FOR LANDSCAPE BERMING m CONCRETE: 3.1) 1/2" ASPHALT -TYPE EXP JOINT FILLER. EXP JOINTS TO BE USED AT ALL JUNCTIONS B/T VERTICAL SURFACES, SIDEWALK AND CURB AND Z OCA % AS PER SIDEWALK PLAN. APPLY CONT SEALANT TO M N O JOINTS. 3.2) H.C. RAMP LOCATED PER SIDEWALK PLAN. PROVIDE CCC006 CN ly TEXTURED SURFACE AND 1:12 MAX SLOPES PER EL CODE. SEE CIVIL PLANS. 3.3) 3' -6" SECTION OF 4" REINF CONC FLOOR SLAB d e Q ALONG FRONT OF BUILDING w/ 6 MIL VAPOR N N BARRIER & 6" GRAVEL ON COMPACTED GRADE OR _j FILL w/ 2" PERIMETER INSUL (R -11 MIN.) AT L W Z FOUNDATION WALLS 2' BACK FROM EXTERIOR WALL m F AND VERTICALLY TO T.O. FOOTING). 3.4) LEAVE OUT THIS AREA OF CONIC. SLAB PROVIDE 6" V1 LU GRAVEL BASE N 3.5) CAST IRON BOOTS AT ALL DOWNSPOUTS, TYP. - P t0 SEE PLUMBING DWGS. 3.6) REINF CONCRETE CURB & GUTTER PER CIVIL DWGS ( CS 1 A 3.7) 2' -0" x 12" THK. CONT. STRIP CONIC. FOOTING. S SEE STRUCT DWGS FOR DETAILS. 3.8) 4" REINF CONC SLAB. SEE STRUCT DWGS FOR 0 DETAILS. 3.9) CONC. SIDEWALK. SEE CIVIL DWGS FOR EXTENT & DETAILS. MASONRY: (GC. COORD W9TI STRUCT DWGS) 4.1) FIELD BRICK - COLOR 1 4.2) FIELD BRICK - COLOR 2 4.3) FIELD BRICK - COLOR 3 -- 4.4) FIELD BRICK - COLOR 4 4.5) PRECAST ACCENT SHOULD BE DIRECTED TO THE LEAD 4.6) HEADER COURSE 4.7) SOLDIER COURSE 4.8) STACKED BOND 4.9) ROWLOCK 4.10)12" CMU FOUNDATION WALL SEE STRUCT DWGS aLTH p FOR DETAILS. METALS- (G.C. COORD WITH STRUCT DWGS) o� 5.1) ALUMINUM COPING (SEE SECTIONS) PAINT TO MATCH EIFS, CMU, OR METAL BELOW. U KUR S NAAR Y 5.2) STEEL BEAM SEE STRUCT DWG FOR DETAILS. 5.3) STEEL ANGLES FOR BRICK SUPPORT SEE STRUCT 1t1 DWG FOR DETAILS. 5.4) OPEN WEB ROOF TRUSS SEE STRUCT DWG FOR DETAILS. I 5.5) 6" 20 GA METAL STUDS ® V -4" O.C. EXTERIOR WALL CONSTRUCTION w/ R -19 BATT INSUL. 0" 5.6) 4" METAL STUD IN -FILL FRAMING / BLOCKING. PROJECT ADDRESS I LOCATION WOOD 6.1) & PLASTICS: PROVIDE 3' -0" HIGH CONTINUOUS LAYER OF \V'I" FRT PLYWOOD BLOCKING BEHIND SHEATHING FOR _ FUTURE SIGN MOUNTING. THERMAL 7.1) & MOISTURE PROTECTION, EIFS DRYVIT COLOR 1 (1 1/2" MIN. INSUL ON 5/8" GLASS FIBER REINFORCED EXTERIOR GYPSUM SHEATHING.) 7.2) EIFS DRYVT COLOR 2 (1 1/2" MIN, INSUL ON 5/8" GLASS FIBER REINFORCED EXTERIOR GYPSUM SHEATHING.) - \ 7.3) EIFS DRYVIT COLOR 3 (1 1/2" MIN. INSUL ON 5/8" GLASS FIBER REINFORCED EXTERIOR GYPSUM 02114/12 SHEATHING.) 7.4) GLASS ER REINFORCED 1 N 5/8 EXTERIOR GYPSUM SHEATHING.) 4.7 7.5) EIFS DRYVIT COLOR 5 (1 1/2" MIN. INSUL ON 5/8" GLASS FIBER REINFORCED EXTERIOR GYPSUM _ SHEATHING.) 8.1 // © I�/ - - ' _ 1`\ 7.8) EIFS DECORATIVE JOINT ('V' JOINT) -_- _ 10.5 7.7) MAIN BUILDING ROOFING: FULLY ADHERED 60 MIL. EPDM ROOFING (CLASS B FIRE RATING) ON 3" (MIN) POLYISOCYANURATE INSULATION (R -20) MIN ON METAL DECK PER STRUCT DWGS. 49 q 4 7.8) ROOF CRICKET: 1/2" SLOPED INSULATION AT HIGH _ SIDE OF ALL ROOF TOP EQUIPMENT. 7.9) SCUPPER AND DOWNSPOUT 42 BUILDING B - SOUTH ELEV 7.10) EPDM FLASHING 3 7,11) NA A2.1 SCALE I/8 " =1'.0" 7.12)7/16" HUBER ZIP SYSTEM (OR EQUAL) WALL SHEATHING 6 5 4 3a 3 10. 4.1 7.5 7.5 1 fi� I .13 4.7 4.3 7.9 I 7.1 4.5 7.2 7.9 I 0/ II /// s BUILDING B - WEST ELEV A2,1 SCALE 1/8" - V-1)" 4 5 C 7 I- e 7.13)EXTRUDED EXTERIOR INSULATION OR EQUAL SEE 2 &3/A -2.2 FOR DETAILS. PAINTED TO MATCH EIFS DRYVIT COLOR 3.SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL. DOORS &WINDOWS: 8.1) ALUMINUM STOREFRONT SEE SHEET A5.1 FOR TYPICAL DETAILS. 8.2) ALUMINUM STOREFRONT DOOR PER DOOR SCHEDULE AND SHEET A5.1 WTH 1/4" TEMPERED GLASS. COLOR TO MATCH STOREFRONT. Z 8.3) RIVE -THRU WINDOW READY ACCESS OR EQUAL. .13 9.1) EXPOSED STRUCTURE ABOVE. SPECIALTIES: _ 10.1)APPROVED AREA FOR CHANNEL LETTER SIGNS. -- 10.2)FABRIC AWNING ON PRE -FIN BLACK ALUM FRAME, REPEAT FRAME DESIGN 4' -0" O.C., SHOWN DASHED, SEE SECTIONS. 10.3)ROOF ACCESS HATCH & LADDER. SEE A -2.2 FOR DETAILS. 10.4)1'- O "x4' -0" 22 GAGUE STAINLESS STEEL SERVING COUNTER w/ INTEGRAL BRACKET. BELOW DRIVE THROUGH WINDOW. 10.5)MENU BOARD PROVIDED BY OWNER. 8.1 MECHANICAL & PLUMBING' (G.C. COORD WITH MEP DWGS) 15.1) ROOF TOP UNIT SEE MECHANICAL DWGS FOR L Of SPECS AND CURB SIZES 15.2) SIAMESE FDC PER PLUMBING /FIRE AND CIVIL -- - .. DWGS. �� - -- 15.3) HOSE BIBB 4.4 8.2 4.4 ELECTRICAL: (G.C. COORD WITH MEP DWGS) 3 4 BUILDING B - EAST ELEV 16.1) EXTERIOR WALL SCONCE LIGHT FIXTURES PER ELECT DWGS. SEE ARCH ELEVS FOR MOUNTING A2.1 SCALE 1/8" -1' -0" LOCATIONS. 8 1 9 1 10 Nn. Rnl.lelnn rf-m 100% Arch. ReAm Set 02110112 Permit Set 02/14112 10 O (� •� CID M r Q O f'� V N W d U. m (V', All BUILDING B p o aai m WO Z OCA % r M N O CCC006 CN ly c EL Of d e Q 0 N N Y_ _j L W Z m F V1 LU N LL 0 P t0 Q S 0 00 CALLS TO ARCHITECT SHOULD BE DIRECTED TO OFFICE IN AFTON, VIRGINIA. CALLS ON PROJECT SPECIFIC WORK SHOULD BE DIRECTED TO THE LEAD TEAM MEMBER INDICATED BELOW LEAD TEAM CONTACT: KURT WASSENAAR PROFESSIONAL SEAL aLTH p Df o� U KUR S NAAR Y Llc. o. 5027 02/14/12 1t1 THIS OMWING SHFIA NOT BE USED FOR CONSTRUCTION UNLESS APROFE6910NAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: Rivanna Plaza Shopping Center PROJECT ADDRESS I LOCATION Rivanna Plaza U.S. 29 South Bound Albermade County, Virginia CLIENT NAME 8 ADDRESS: Rivanna Plaza, LLC 109 Robinson Woods Chadottesville, VA Date 02114/12 Nn. Rnl.lelnn rf-m 100% Arch. ReAm Set 02110112 Permit Set 02/14112 Odve-thru Window 04/26112 WDG Project Number. W11015 © COPYRIGHT 2011 WASSENAAROESIGN GROUP P.C. Drawn by AJN Checked by GNAW All BUILDING B Sheet 3 of 20 File Path: N:WMj" FIIw1RNWLDLA Iw1uAN09XI' I1eu15M2 BW2.iM 51 =1211:55 AM