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HomeMy WebLinkAbout19A B 6 5 4 3 2 -LAYERS 3/4" EXTERIOR PLYWOOD WITH STAGGERED JOINTS EASE EDGE I I WHITE ADHERED MEMBRANE FLASHING OVER 1/2" FIRE - RETARDANT -TREATED PLYWOOD I BID ALTERNATE TO REMOVE EXISTING TRANSITION TO EXISTING ROOFING ROOF AND INSTALL NEW WHITE ADHERED AS REQUIRED PER ROOFING MEMBRANE ROOFING OVER MINIMUM MANUFACTURER RECOMMENDATIONS R-20 RIGID INSULATION RIGID INSULATION - THICKNESS AS REQUIRED TO SLOPE _..________________.._________.._..________.__..__- _: __...______...______..___._______...______..-------- EXISTING STRUCTURE EXISTING C.M.U. WALL'_ STEEL CHANNELS AND - STAGGERED THROUGH BOLTS PER STRUCTURAL DRAWINGS 1/4" STEEL PLATE C.M.U. WALL JAMBS BEYOND C LOW -E TINTED INSULATED — GLAZING IN CLEAR ANODIZED ALUMINUM STOREFRONT (OUTSIDE FACE OF STOREFRONT FRAME FLUSHES WITH OUTSIDE FACE OF EXISTING BRICK) EXISTING FLOOR D —U U.U. UU 1 KIUIjLfC STEEL BEAM AND COLUMN - SEE STRUCTURAL DRAWINGS I TS440/4 BRACE AT EACH COLUMN HILTI PINS AT 12" O.C. 6" 16 GAGE STEEL STUD FRAMING AT 16" O.C. 1 E.I.F.S. SOFFIT ON 1/2" DENSGLASS GOLD I SHEATHING 4" CONTINUOUS SCREENED SOFFIT VENT I �-- PAINT EXISTING BRICK BEYOND 1 SEALANT AND BACKER ROD AT JOINT BETWEEN LIMESTONE AND EXISTING BRICK BEYOND I I 8" TALL LIMESTONE CAP I WITH SLOPED TOP BEYOND 0 z CD LIJ M I FACE BRICK BEYOND Cl o I I w � I I Ln I I FLASHING AND WEEPS IN BRICK VENEER BEYOND PREFINISHED METAL COPING ON E.I.F.S. CROWN - SEE D2 A401 TOP OF PARAPET FRAMING ELEV. = 119'-4" 0 I a- _1 SLOPE E.I.F.S. TOP REFER NOTES D6 A403 TOP OF PARAPET FRAMING �ELEV. = 121'-4" T0 I _1 +1 REFER NOTES D6 A403 REFER NOTES 00 D6 A403 (2) L2x2x1/4 X 48" s L4x4x1/4 CONTINUOUS ANGLE LONG ANGLES WELDED TO.. -"BOTH SIDES EACH EX1STiNG JOIST AT 5-0" 0.0 (2) #17 SELF -TAPPING CREWS EACH STUD INTO STEEL NGLE - --- EXISTING 1-1/2" E.I.F.S. OVER 1/2" L3x3x1/4 BRACE-� DENSGLASS GOLD SHEATHING AT EACH JOIST - 6" 16 GAGE GALVANIZED _ STEEL STUDS AT 16" O.C. ANCHORED TO C.M.U. STEEL CHANNELS AND STAGGERED THROUGH BOLTS PER STRUCTURAL DRAWINGS SLOPE E.I.F.S. TOP 1/4" STEEL PLATE E.I.F.S. SOFFIT ON 1/2" DENSGLASS GOLD SHEATHING 00 r DRIP LOW -E TINTED INSULATED — GLAZING IN CLEAR ANODIZED ALUMINUM STOREFRONT (OUTSIDE FACE OF STOREFRO FRAME FLUSHES WITH OUTSID FACE BRICK BEYOND FACE OF EXISTING BRICK) co I Ln 1 cn 0 J Q z CD 0 t - w 0 _1 00 8" TALL LIMESTONE BEYOND (PROJECT OUT 1/2" ALL SIDES) CONCRETE SILL WHERE WALL REMOVED EXISTING FLOOR 00 N REFER SITE DRAWINGS I EXISTING INTERMEDIATE F.F. ELEV. = 98'-8" I I I I CONCRETE SILL WHEREI COLUMN AND BELOW -GRADE C.M.U. WALL REMOVED I BEYOND REFER STRUCTURAL DRAWINGS FACE OF BELOW -GRADE I I C.M.U. VENEER BEYOND I I I TOP OF FOOTING I . ELEV= 96'-8" I I � EXISTING F - - I I I FOUNDATION BEYOND - REFER - --- I STRUCTURAL DRAWINGS I L--------------------- J ................. ...... .......... D6 WALL SECTION �O3 SCALE: 3/4" = 1'-0" 6 5 REFER NOTES D6 A403 TOP OF PARAPET FRAMING �— ELEV = 119'-4" _441/4 CONTINUOUS NGLE (2) #17 SELF -TAPPING SCREWS REFER NOTES EACH STUD INTO STEEL ANGLE D6 A403 00 o__..____________ ------------ ________ ` :::. I HILTI PINS AT 12" O.C. (2) #17 SELF -TAPPING SCREWS AT EACH STUD co D IP 6" 16 GAGE STEEL STUD FRAMING AT 16" O.C. I +I FACE BRICK BEYOND a- a r Q Q Iw— a z 0 0 0 M CD w 00 I +1 8" TALL LIMESTONE BEYOND (PROJECT OUT 1/2" ALL SIDES) EXISTI G UPPER F.F. ELEV. = 100'-0" _............A IL a REFER SITE DRAWINGS OF BELOW -G ADE C.M.U. VENEER BEYOND EXISTING I _..........._::------T I FOOTING BEYOND - REFER STRUCTURAL DRAWINGS I I 1 I - REFER NOTES D6 A403 CONTINUOUS ANGLE SELF -TAPING SCREWS REFER NOTES 1D INTO STEEL ANGLE D6 A403 6" BATT INSULATION WITH VAPOR RETARDER DTES ---EXISTING JOISTS CLIPS WITH 3/8' X 4" ANCHORS AT E CH STUD STING C.M.U. I L3x3x1/4 AT 5'-0" O.C.-:; "V" GROOVE TOP OF C.M.U. L JOINT ELEV. - 111'-4" 7-3/8" X 12" X 3/8" PLATE WITH (2) EACH #5 X 5" LONG BARS WITH 2 HOOKS - TYPICAL AT EACH BRACE DRIP C.M.U. BOND BEAM D4 WALL SECTION D2 WALL SECTION �O3SCALE: 3/4" = 1'-0" A403 SCALE: 3/4" = 1'-0" 4 3 2 REFER D6 A401 FOR TYPICAL C.M.U. WALL REINFORCING 8" C.M.U. - SEE STRUCTURAL FOR MORE REQUIREMENTS INSULATE NEW C.M.U.---_ EXTERIOR WALLS EXISTING TOP OF PARAPET FRAMING ELEV. = 119'-4" A L441/4 CONTINUOUS ANGLE (2) #17 SELF -TAPPING SCREWS EACH STUD INTO STEEL ANGLE 00 0 +I REFER NOTES D6 A403 W H38"X4" ANGLE CLIPS IT / SLEEVE ANCHORS AT EACH STUD INTO C.M.U. E.I.F.S. "V" GROOVE CONTROL JOINT Nr__:_ -_ - DRIP - E.I.F.S. SOFFIT ON 112" DENSGLASS GOD SHEATHING Q Cn Q Mii a 1— w J Q z c? 0 0 L 0 M w 00 EXISTING UPPER F.F. ELEV. = 100'-0" BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 317.471.1200 11D © Copyright 2010 0���ts IL E e /'� l J No. 910060 '. STATE OF 0 ��FR�EfDutmPRG� \ a) Iz L4x4x1 /z Drown By Checked By CAD JWB Date 06-25-10 (2) #17 Use of Documents The Drawings, specifications, and other documents prepared by the Architect for this Project are instruments of the Architect's 00 EACH STi projects or additions to this Project without written permission and due compensation to the Architect. Scope Drawings 0 1 00 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 performance and completion of the require— ments of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. C !n V REFER N U � 0 O D6 A403 (n U m a ANGLE SLEEVE r INTO EXI E.I.F.S. CONTRO 00 I REFER NOTES D6 A403 CONTINUOUS ANGLE SELF -TAPING SCREWS REFER NOTES 1D INTO STEEL ANGLE D6 A403 6" BATT INSULATION WITH VAPOR RETARDER DTES ---EXISTING JOISTS CLIPS WITH 3/8' X 4" ANCHORS AT E CH STUD STING C.M.U. I L3x3x1/4 AT 5'-0" O.C.-:; "V" GROOVE TOP OF C.M.U. L JOINT ELEV. - 111'-4" 7-3/8" X 12" X 3/8" PLATE WITH (2) EACH #5 X 5" LONG BARS WITH 2 HOOKS - TYPICAL AT EACH BRACE DRIP C.M.U. BOND BEAM D4 WALL SECTION D2 WALL SECTION �O3SCALE: 3/4" = 1'-0" A403 SCALE: 3/4" = 1'-0" 4 3 2 REFER D6 A401 FOR TYPICAL C.M.U. WALL REINFORCING 8" C.M.U. - SEE STRUCTURAL FOR MORE REQUIREMENTS INSULATE NEW C.M.U.---_ EXTERIOR WALLS EXISTING TOP OF PARAPET FRAMING ELEV. = 119'-4" A L441/4 CONTINUOUS ANGLE (2) #17 SELF -TAPPING SCREWS EACH STUD INTO STEEL ANGLE 00 0 +I REFER NOTES D6 A403 W H38"X4" ANGLE CLIPS IT / SLEEVE ANCHORS AT EACH STUD INTO C.M.U. E.I.F.S. "V" GROOVE CONTROL JOINT Nr__:_ -_ - DRIP - E.I.F.S. SOFFIT ON 112" DENSGLASS GOD SHEATHING Q Cn Q Mii a 1— w J Q z c? 0 0 L 0 M w 00 EXISTING UPPER F.F. ELEV. = 100'-0" C D BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 317.471.1200 FAX.317.471-1224 © Copyright 2010 0���ts IL E e /'� l J No. 910060 '. STATE OF 0 ��FR�EfDutmPRG� \ a) Certifi d By E Drown 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 Architect's 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 performance and completion of the require— ments of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. C D Sheet No. A403 Project No. 10004 Tmf T&W Corporation 3841 W. Moms St. Indianapolis, Indiana 46241 CU co /'� l J (L� W U 0 a) E _0 c U CU CU ix W s- Ucc U cc 0 co —� U o Q �N0 H-- 0 '' uD C !n V 0 n An U � 0 O cc (n U m a r Sheet No. A403 Project No. 10004