Loading...
HomeMy WebLinkAbout186 A TOP OF PARAPET FRAMING ELEV. = 118'-0" ��— WHITE ADHERED MEMBRANE FLASHING - EXTEND OVER PARAPET - 1/2" FIRE -RETARDANT -TREATED PLYWOOD SHEATHING o (4) #17 SELF -TAPPING WHITE ADHERED MEMBRANE ROOFING -\ SCREWS AT EACH STUD 0 0 3/4" FIRE -RETARDANT -TREATED o WHITE ADHERED MEMBRANE ROOFING PLYWOOD ROOF DECKING 3/4" FIRE -RETARDANT -TREATED 8" 16 GAGE GALVANIZED PLYWOOD ROOF DECKING STEEL STUDS KICKERS 6" 16 GAGE GALVANIZED INSULATE FOLLOWING FRAMING AT 16" O.C. STEEL STUDS KICKERS 18 GAGE FORMED TRACK - / 1-1/2" E.I.F.S. OVER 1 /2" - DENSGLASS GOL SHEATHING (2) #17 SELF -T PPING SCREWS INTO EXISTING S EEL ANGLE AT EACH STUD 5 0 3 2 -LAYERS 3/4" EXTERIOR PLYWOOD WITH STAGGERED JOINTS (4) #17 SELF -TAPPING, SCREWS AT EACH STUD i 0 0 0 / 6" 16 GAGE GAVANIZED STEEL STUDS ATI 16" O.C. 6" 16 GAGE STEELSTUD FRAMING AT 16" O.C. (2) #17 SELF -T PPING SCREWS AT EAC I STUD E.I.F.S. "V" GROOVE -- ---� CONTROL JOINT DRIP E.I.F.S. SOFFIT ON 1/2" DENSGLASS GOLD SHEATHING 4" CONTINUOUS SCREENED SOFFIT VENT PAINT EXISTING TRICK ---- SEALANT AND BACKER ROD AT JOINT BETWEEN LIMESTONE AND EXISTING BRICK 8" TALL LIMESTONE CAP -� WITH SLOPED TO J Q z o _ 00 Q CD 1 +1 00 N FACE BRICK WIT TIES EXISTING INTERMEDI TE F.F. ELEV. = 98'-8" D 6 TOP OF PARAPET FRAMING 1-1/2" EI.F.S. OVER 1/2" ELEV. - 123'-4" INDIANAPOLIS, INDIANA 46268 DENSGLASS GOLD SHEATHING FAX.317.471-1224 PREFINISHED METAL COPING 6" 16 GAGE GALVANIZED SLEY By%, V 1 ON E.I.F.S. CROWN - SEE 910060 *zz/ z ANCHORED TO C.M.U. D2 A401 0 0 0 / 6" 16 GAGE GAVANIZED STEEL STUDS ATI 16" O.C. 6" 16 GAGE STEELSTUD FRAMING AT 16" O.C. (2) #17 SELF -T PPING SCREWS AT EAC I STUD E.I.F.S. "V" GROOVE -- ---� CONTROL JOINT DRIP E.I.F.S. SOFFIT ON 1/2" DENSGLASS GOLD SHEATHING 4" CONTINUOUS SCREENED SOFFIT VENT PAINT EXISTING TRICK ---- SEALANT AND BACKER ROD AT JOINT BETWEEN LIMESTONE AND EXISTING BRICK 8" TALL LIMESTONE CAP -� WITH SLOPED TO J Q z o _ 00 Q CD 1 +1 00 N FACE BRICK WIT TIES EXISTING INTERMEDI TE F.F. ELEV. = 98'-8" D 6 IILJCD 3/8" X 4" SLEEVE ANCHORS AT 12" O.C. I (2) #17 SELF -TAPPING SCREWS EACH STUD INTO EACH STUD 6" 16 GAGE GALVANIZED STEEL STUDS AT 16" O.C. E.I.F.S. ARCH ON 1/2" DENSGLASS GOLD SHEATHING 6" BATT INSULATION WITH VAPOR RETARDER E.I.F.S. ON 1/2"' ��V DENSGLASS GOLD SHEATHING LOW -E TINTED INSULATED ` GLAZING IN CLEAR ANODIZED ALUMINUM STOREFRONT (OUTSIDE FACE OF STOREFRONT FRAME FLUSHES WITH OUTSIDE FACE OF EXISTING BRICK) I I 2011 _ 01- Q I I L441/4 CONTINUOUS ANGLE (2) #17 SELF -TAPPING SCREWS EACH STUD INTO STEEL ANGLE VERTICAL ANGLE STIFFENERS IN EXISTING JOIST BEYOND AT NEW COLUMN 6" 16 GAGE STEEL STUD FRAMING AT 16" O.C. SLOPE E.I.F.S. TOP PF CC SIi NEW COLUMN BEYOND - BELOW EXISTING JOIST FACE OF BRICK BEYOND REFER STRUCTURAL DRAWINGS --\REFER SITE I I DRAWINGS EXISTING INTERMEDIATE F.F. ELEV. = 98'-8" ° ° I ° o I I R-15 RIGID INSULATION I I 8" C.M.U. - GROUT CORES SOLID BELOW F.F. I I I TOP OF FOOTING REINFORCING NOT SHOWN_ - I I ELEV. 96'-8" ---- i-- - - - - --- REFER STRUCTURAL DRAWINGS ° ° d d I d d I I I L------ - --- D6 WALL SECTION 64sWALL SECTION A402 SCALE: 3/4" = V-0" —0" �O2 SCALE: 3/4" = V-0" —0" 5 4 3 2 I D1 WALL SECTION �O2 SCALE: 3/4" = V-0" 0 N C A BYRUM 1-1/2" EI.F.S. OVER 1/2" 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 DENSGLASS GOLD SHEATHING FAX.317.471-1224 © Copyright 2010 6" 16 GAGE GALVANIZED SLEY By%, V 1 STEEL STUDS AT 16" O.C. 910060 *zz/ z ANCHORED TO C.M.U. 00 --zl/VDIANP.• .....\,\ D J Certif td By w w LJLLJ z Checked By CAD oz Cn (D Date 06-25-10 Revisions: El-I The Drawings, Specifications, and other documents prepared by the Architect for this cn w service for use solely with respect to this Project and shall not be used on other ozw 0 written permission and due compensation to the Architect. L'i o These drawings indicate the general scope of the project in terms of architectural design aow architectural elements and, In some cases, the structural, mechanical, and/or electrical �LLJ �>< Cf) w indicate or describe all work required for full performance and completion of the require- I the general scope indicated or described, the trade contractors shall furnish all items N completion of the work. CU v IILJCD 3/8" X 4" SLEEVE ANCHORS AT 12" O.C. I (2) #17 SELF -TAPPING SCREWS EACH STUD INTO EACH STUD 6" 16 GAGE GALVANIZED STEEL STUDS AT 16" O.C. E.I.F.S. ARCH ON 1/2" DENSGLASS GOLD SHEATHING 6" BATT INSULATION WITH VAPOR RETARDER E.I.F.S. ON 1/2"' ��V DENSGLASS GOLD SHEATHING LOW -E TINTED INSULATED ` GLAZING IN CLEAR ANODIZED ALUMINUM STOREFRONT (OUTSIDE FACE OF STOREFRONT FRAME FLUSHES WITH OUTSIDE FACE OF EXISTING BRICK) I I 2011 _ 01- Q I I L441/4 CONTINUOUS ANGLE (2) #17 SELF -TAPPING SCREWS EACH STUD INTO STEEL ANGLE VERTICAL ANGLE STIFFENERS IN EXISTING JOIST BEYOND AT NEW COLUMN 6" 16 GAGE STEEL STUD FRAMING AT 16" O.C. SLOPE E.I.F.S. TOP PF CC SIi NEW COLUMN BEYOND - BELOW EXISTING JOIST FACE OF BRICK BEYOND REFER STRUCTURAL DRAWINGS --\REFER SITE I I DRAWINGS EXISTING INTERMEDIATE F.F. ELEV. = 98'-8" ° ° I ° o I I R-15 RIGID INSULATION I I 8" C.M.U. - GROUT CORES SOLID BELOW F.F. I I I TOP OF FOOTING REINFORCING NOT SHOWN_ - I I ELEV. 96'-8" ---- i-- - - - - --- REFER STRUCTURAL DRAWINGS ° ° d d I d d I I I L------ - --- D6 WALL SECTION 64sWALL SECTION A402 SCALE: 3/4" = V-0" —0" �O2 SCALE: 3/4" = V-0" —0" 5 4 3 2 I D1 WALL SECTION �O2 SCALE: 3/4" = V-0" 0 N C A Sheet No. A402 Project No. 10004 BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 317.471.1200 FAX.317.471-1224 © Copyright 2010 SLEY By%, V 1 �✓ 910060 *zz/ z C: 0. STATE OF : �4,J --zl/VDIANP.• .....\,\ D Certif td 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 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. Sheet No. A402 Project No. 10004 d" T8W T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 I V 1 �✓ W z C: UL CD W �- CU U CU Cn Uo CU 0 —� .0 cu o O e- < F_ _0 06 06 O 06 -W . _ L 0n o 2 N CU v U� o }+ c 0 U >+ V,♦ ) U Q) a � cn Sheet No. A402 Project No. 10004