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HomeMy WebLinkAbout136 5 4 3 2 rC 4 60'-0" rD 6 4'-0" A301 48'-0" A401 s'—O„ L WALL TYPE DESIGNATIONS 00 00 °O 11 5 8" W31 3 5 8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 5 8" GYPSUM BOARD 11 5/8 / �* BOTH SIDES UP TO 4" ABOVE HIGHEST ADJACENT CEILING W32 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD 3'-4" 1' 4 4'-0" 1 4' 4'-0" l'--4' 4'-0" 1' 4 4'-0" 1' 4' 3'-4" BOTH SIDES UP TO BOTTOM OF DECK W61 6" 25 GAGE STEEL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD 2'-4" -4" 2'-4" 2 )_4" 2'-4" 2 -4" 2'-4" 2°_4" BOTH SIDES UP TO 4" ABOVE HIGHEST ADJACENT CEILING o o I W62 6" 25 GAGE STEEL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD D3 BOTH SIDES UP TO BOTTOM OF DECK 24' TRENCH DRAIN W63 1 -HOUR FIRE BARRIER WALL OF 6" 25 GAGE STEEL STUDS AT 16" O.C. A4O1 ELEV. TOP = 96'-10" ELEV. = 97'-0" I UP TO BOTTOM OF ROOF DECK WITH 5/8" TYPE "X" GYPSUM BOARD PERIMETER & CENTER _ BOTH SIDES (COMPLY WITH I.B.C. TABLE 720.1(2)13-1.1) A' _ DRIVE-THRU I - W81 3 -HOUR FIRE BARRIER WALL OF 8" C.M.U. UP TO BOTTOM OF DECK - M CD CHECK-IN o N REFER TO STRUCTURAL DRAWINGS FOR REINFORCING (COMPLY WITH 101 �' I.B.C. TABLE 720.1(2)3) F1 B1 W1 C2 - OPEN I NOTES: - INSTALL TOP CHANNEL RUNNER WITH OVERSIZE LEG AT WALLS WHICH 24' TRENCH DRAIN I EXTEND UP TO BOTTOM OF DECK OR STRUCTURAL MEMBER TO C �_ ELEV. TOP = 96'-10" w o ALLOW FOR FLOOR AND ROOF DEFLECTION. I -INSTALL 5/8' GYPSUM BOARD ON BOTH SIDES OF METAL STUDS, I 14'-4 1/2" 2' 7 1 2" `� EXCEPT ONE SIDE ONLY AT FURRING CONDITIONS -USE TYPE "X" ('—C4 3,_4„ 6,_8„ 1,_ 6 -8 1 - 6 -8' 1'- -8" 1 - / GYPSUM BOARD AT RATED CONDITIONS. 1, 4 1'-0" 1'- 1'-0" 1'- 1'-0" 1'-0" 1'-0" - -4' 1'-0" o - INSTALL FULL WIDTH ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS A301 i - INSTALL FULL WIDTH THERMAL BATT INSULATION WITH VAPOR RETARDER 732" KNE A L m a o IN ALL FURRING AT EXTERIOR WALLS. 131-101A BL101B o N °° o LOBBY 1068 of PARTS _ .......... .. ... .......... .... .. .... .......... ..••-••... .... ..... .......... ......... ........... p ........... ........... ........... ....... ..... N 1 COUNTER � :� .._ •• ........ .... ........... .... � .... .... .... .... .... ::::::...... o F2 B 1 W 1 C 2 W 62.............................................................................. . .� :.»»...»..... ».»..._.»._»..._»_..»___.... ..: .. ............................................................::................................................................................ 106 " ` A.D.A. COMPLIANT 1 1/2"0 STEEL PIPE r- o eEN OPEN �� 1 o F1 B1 W1 C2 HANDRAILS AT 36" VE RAMP BOTH SIDES - OPEN ;. sCD 1 2 10 TALL STOR!1:#z z WITH DRYWALL ABOVE a 106C o I a ,: LIFTS BY OWNER i N -107B ;Y, W AUTO REPAIR AREA i (TYPICAL) , r co o -H 108 f 00 1 o CO 6„ - - - ALIGN THE FR E GE OF F,: N 6' 0" 10'-9" 5' THE RAMP WITH EDGE I : THERMAL INSULATE OF THE EXISTING OV EAD I I \ Z20'-8"1" 7 5/8 16 -0' 6" THESE W LLS 41'-9 3/8 DOOR OPENING �. 's EXISTING REPAIR AREA F.F. GH POINT) ::' ! l'II: is CD " ELEV. = 96'-6' r NO THERMAL INSULATION 6 -0 CURB RAMP" WAITING ADDITION F.F. NEEDED �fHESE WALLS I I ;,,•. I I I I \; I 7 5)8" ` } 8 -4 3/8" 11'-8" p2 103 W63 ELEV. = 97'-0" MAXIMUM SLOPE•._�� ....: \ I i \ F2 B1 W1 C2 A4 1:12 WITH 1:10 \ I A401 PARTS STORAGE, D 1 SLOPING SIDES \ EXISTING FLOOR - OPEN A202 �' 107 „ LIFTS BY :OWNER �, _ A3 f' - - INSU E THESE C.M.U. B A401 6 OFFSET IN NEW — (TYPICAL); I A2O2 I WALLS SAME AS EXTERIOR �. MEN „ 1 1 W 1 3 A P N ,2.`........... t N N 20 OFFSET IN NEW 3- HOUR RATED LC) 105 \ I I \. o a F2 B2 W2 C1 FLOOR LEVEL FIfE BARRIER WALL \ �,� 2 I I I ( 3 ; `` i; i-- „ „ 2 -11 3/8° �. J L- J «� - 8'-8" 1 IC 8-8 „ �T'— —/ �_ —\..�. �'_ — EDGE OF NEW SLAB �- —\ \� \' j'' CN °° I. ` —: W31 ( W63 I (TYPICAL) (TYPICAL) 1'- 8'-8" 1 - > —�..BREAK: o W61 : i M AC �. i FILL OPENING WIT WHERE LANDING REMOVED` r` \ 00 C.M.U. (MAINTAIN 32 ROOM .... ' WOMEN 3 -HOUR RATING) AREA FOR ASSISTED 1 HAND 108 104 - oo C/' x CONCRETE CURB OVER ( ,.,•, EXISTING FOOTING -MINIMIZE 30" X 48" WHEELCHAIRS) V) F2 B2 W2 C1 _. ...»..».. .. »»... _.».»._. »... o IN 109A 1096 I' TO1 - WIDTH AND HEIGHT SINK / F1 B1 W1 C2 OPEN EXIT PASSAGEWAY o N L EXISTING 3 -HOUR FIRE BARRIER =I » ». _.»....»......»...._. ».» Z 00 ...:.........•.............•. I yQy, :?SXd......................•.,...•.....•..................,.................................................... ...... ........ ................... ... ........ Q «...,.L�... 6 LOCK RS EFRIGERATOR I \ EXISTING 3 4 HOUR FIRE BARRIER I FILL OPENINGS WITH T08 0 - -� I- - -I RESTROOM 24" WIDE X 18" 5' CAt WORK ' rD5 :! I C.M.U. (MAINTAIN ; 1 109 TALL BENCH ;FILL OPENINGS WITH i FILL OPENINGS WITH !' ; : 3 -4 1/2 4'-0" C.M.U. MAINTAIN A401 - - - - - - - - 3 -HOUR RATING) I ; EXISTING 1 -HOUR RATED I I� I: F1 B2 W2 C2` ( _, C.M.U. (MAINTAIN s' �I ; ' r 4: D 1 z 1 -HOUR RATING) ; = 1 -HOUR RATING) I ' (TYPICAL) EXTERIOR WALL AND NEW - OPEN EXISTING RAMP POSSIBLE LOCATIONS II 45 MINUTE RATED OPENING � I , A402 o i I DRYWALL FILL OPENING-"; ' ' �I— B3 i ?'s :° OF DEMISING AND II `• � .._,_.» .-»..». _.,.»». _..__.. �._.-.. ._,_...» _.»»»» ..»-.... ...»..» Z t (MAINTAIN 1 -HOUR RATING) CORRIDOR WALLS ' i _ `' Q A301 i - ; I TOP OF 8" C.M.U. WALL 11' 4" r�..F. NEW 1 -HOUR RATED ,.. i R G """""' " """' """'' WITH 1 -HOUR RATED WALL ABOVE ' P TO (TBD DURINGT8W 0 0 I= FINISH -OUT) II 'Y' EXTERIOR WALL AND Q� _ II OPENING WITH GYPSUM M BOARDOON BOT SIDES PE 45 MINUTE RATED OPENING ..............................i �...3 3............ FILL PEN E : F .1.. s II FILL SCALE PIT WITH 25 GAGE STEEL STUDS AT 16 OIC ~ PAINT FRAMES TO MATCH DRYWALL FILL OPENING II C.M.U. (MAINTAIN GRAVEL AND CONCRETE FILLED WITH 6" BATT INSULATION ;WITH i NEW STOREFRONT ''� (MAINTAIN 1 -HOUR RATING) 2 -HOUR RATING) FILL STAIR AND LOWER VAPOR RETARDER (EXTERIOR SIDE; 3 '"`'`.. ; ; t...., ...................................... II LANDING WITH GRAVEL GYPSUM BOARD TO BE RATED FOR ; ...................................................................CIO , u AND CONCRETE EXTERIOR CONDITION 00 CN II Cp 6 :..................................._... ; II;C Z A402 ...........A. II � �� D4 . ot:» J II CY m A301co TENANT SPACE "E" I ( ) EXISTING DOCK LEVELER o PAINT FRAMES TO MATCH PREP TO WHITE VANILLA BOX I i +i c f2'-10" VERIFY FOR NEW Q : ( g , NEW STOREFRONT of II o PARAPET FRAMING TOB PASS ! ¢ 1 EXISTING ROOF STRUC URE TENANT SPACE "B" N TENANT II ACES'C' ANDD" `V EXISTING UPPER F.F. co o ELEV. - 100 -0 11 (SPACE REMAINS AS -IS) z (PREP TOIIWHITE VANILLA BOX) z QCU EXISTING INTERMEDIATE F.F. w EXISTI�G INTERMEDIATE F.F. `' i C) ELEV. - 98'-8" = ELEV. - 98'-8' I � 12 II D1 z II ,11 �O3 I 1/2" GYPSUM SHEATHING`.. " tx € II EXISTING 16" OFFSET ! ON 6" 16 GAGE GALVANIZ D , II IN FLOOR LEVELS ADJUST WIDTHS OF i STEEL STUDS AT 16" O.C. :`....:............ _ II : OPENINGS TO EXISTING I (FACE OF STUDS 5" FRO ! "" """" ` ` C.M.U. PILASTERS 1 : II \ OUTSIDE FACE OF BRICK) 06 PAINT FRAMES TO MATCH ' ` ' (TYPICAL) ?� : NEW STOREFRONT. ;,.., II 2'-8" f12'-0" 2'-8" f12'-0" 2'-8" f12'-0" 2'-8" EXISTING WATER - SEE II PLUMBING DRAWINGS ICU A o I:: II l i N STOREFRONT I STOREFRONT CD I STOREFRONT77 �. I i , , � N t w II ENERGY CODE COMPLIANCE - BUILDING ENVELOPE Cn I � I rD2 D4 D2 N `�� DRYWALL FILL OPENING II ADJUST WIDTHS OF A 0 1. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL COMPLY WITH THE INDIANA N w � - z - II FOPENINGS TO EXISTING i. A403 A403 4 3 ENERGY CODE IN EFFECT AT TIME OF STATE RELEASE AND BUILDING PERMIT. w Q w �" x (MAINTAIN 1 -HOUR RATING) C.M.U. JOINTS z' w II SIMILAR 2. NEW ROOFS ARE TO BE INSULATED ABOVE THE DECK WITH MINIMUM R-20 INSULATION. 0 0 EXISTING MASONRY o 6" 16 GAGE GALVANIZED •• " "IF THE EXISTING ROOF IS REPLACED, IT MUST COMPLY WITH THE MINIMUM REQUIREMENTS f11'-2 ::2'-8" t12 -0 .2'-8 f11 -2' f1'-1' OF NEW ROOFS. COLUMN 1 STEEL STUDS AT 16' O.C. II EDGE OF 3. NEW MASS WALLS (C.M.U.) ARE TO BE INSULATED TO HAVE A TOTAL MINIMUM R -VALUE CD o STOREFRONT i • STOREFRONT » STOREFRONT EXISTING WALL OF R-11,4 CONTINUOUS INSULATION. ALL NEW METAL FRAMED WALLS ARE TO HAVE A o :. o - STOREFRONT n STOREFRONT o - I MINIMUM TOTAL R -VALUE OF R-13 AND A MINIMUM CONTINUOUS R -VALUE OF R-7.5. z _ o 0 4. NEW BELOW -GRADE WALLS ARE TO BE INSULATED TO A MINIMUM R -VALUE OF R-7.5 Sheet No. CONTINUOUS INSULATION, (USE RIGID INSULATION SINCE BELOW -GRADE C,M.U. WALL CORES `, a x 8 1 2' —I ARE TO BE FILLED WITH MORTAR.) +i CL wF.- / - - Am; M- - - - A4 5. PERIMETER OF NEW SLABS -ON -GRADE TO HAVE MINIMUM R-15 FOR 24 4 D4 28 -6 4 -8' t9 -6 1 /2 1'-4" 1'-4" N A3O 1 6. EXTERIOR HOLLOW METAL DOORS MAXIMUM U-0.70. EXTERIOR NON -SWING OPAQUE DOORS A201 (SOLID OVERHEAD DOORS) MAXIMUM U-0.50. (OVERHEAD DOORS WITH GAZING TO FOLLOW t2'-10" (VERIFY FOR NEW A402 31'-0 1/2" ±13'-6" 1' 4" 15'-1" 14'-8" D6 15'-1" 1' 4" NORTH SAME STANDARD AS STOREFRONT ENTRANCES AND GLAZING NOTED BELOW.) PARAPET FRAMING TO BYPASS(' -D I 7. VERTICAL GLAZING DOES NOT EXCEED 40% OF BUILDING WALLS. STOREFRONT VERTICAL EXISTING ROOF STRUCTURE f47'-4 1/2 44'-8" A403 2'-10" EDGE OF D3 PLOO R PLAN GLAZING MAXIMUM U-0.35, STOREFRONT METAL FRAMING MAXIMUM U-0.45, AND STOREFRONT , EXISTING WALL A201 SCALE: 1 �8" = 1 y-0" EXTERIOR ENTRANCE DOORS METAL FRAME MAXIMUM U-0.80. Project No. 10004 6 5 4 3 2 1 FINISH KEY LEGEND F1 B1 W1 C1 * 9'-4" FLOOR FINISH CEILING HEIGHT BASE FINISH SPECIAL REQUIREMENTS WALL FINISH CEILING FINISH FLOOR BASE F1 SEALED COLORED CONCRETE B1 4" COVED VINYL F2 V.C.T. B2 6" COVED VINYL WALLS CEILING W1 PAINT C1 2 X 4 SUSP. ACOUSTICAL PANELS W2 WASHABLE SANITARY PAINT C2 OPEN - NO CEILING -PAINT OVERHEAD DUCTS, STRUCTURE, ETC. C3 OPEN - NO CEILING - NO FINISH REQUIRED SPECIAL REQUIREMENTS: A PAINT DRYWALL ONLY - DO NOT PAINT C.M.U. BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 317.471.1200 FAX.317.471-1224 © Copyright 2010 TERF� :'AG \* 910060 �'•. STATE OF <v\ Certifi d By Drawn By Checked By CAD JWB Date 06-25-10 Revisions: Use of Documents The Drawings, Specifications, and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project and shall not be used on other projects or additions to this Project without written permission and due compensation to the Architect. Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major architectural elements and, in some cases, the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full q CD CD I I performance and completion of the uire— P r?q menu of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the pr75 oper execution and completion T&W Corporation 3841 W. Moms St. Indianapolis, Indiana 46241 L �_ -o c EL � L CLQ � o U co o � � o U L � a� L ���nn o of the work. T&W Corporation 3841 W. Moms St. Indianapolis, Indiana 46241 L �_ -o c EL � L CLQ � o U co o � � o U L � a� L ���nn o U� O co ,z r