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Home My WebLink AboutA-5 Sections–6 mil Vapor Barrier UNFINISHED FUTURE OFFICE 1 206 FUTURE OCCUPANCY: B MEDICAL OFFICE; TYPE V CONSTRUCTION MAXIMUM OCCUPANT 2nd FLOOR LOAD: 30 PERSONS COMMON EXIT PATH: MUST BE UNDER 100 FEET z Fixed Rung Ladder Beyond Located at Scuttle in Stair Si Anchor to Wail (2) 2x6 Plates Anchored to Beam Steel Beam and Columns Prefab Joists *16" O.C. 11111..111 nice lief II 11 11 11 11 I II II II 111 II 161.1 I 11 I��i�. t�s` �S�S�i�. t�s�i. ��i' �S�IS�!. i�SI�A� i�Ii�i� .t� 1 1111111111111111111 1111111111111 i,t 1 1 1.!11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111!1111111!1 111111111 Stair Profile Beyond errinit Curved Wail 3 5/8" Metal Studs with Flex Track 2 x10's -•-16 e: G- Top of Root Deck 8" CDX Roof Sheathing 38 Blanket Insulation efab Roof T 24" O.C. Gypsum Drywall finished unless posed IA /C Ductwork )od Stool )od 1x4 Casing 4 Wood Studs 16" O.C. •e Stop as Required Gypsum Drywall nil Vapor Barrier 13 Batt Insulation sod Base efab Floor Joist System ?4" O.C. 4" Sturdi -Floor System ichored Se I r 1 j t j! t 1. i! 2" Gypsum Drywall Ifiniahed unless ,posed lepended Acoustical :icing System with 24" X 24" eta! Grid Pattern and sgular Edge Tile mil Vapor Barrier /2' Rigid Insulation ;tween Channels z" Gypsum Drywall re Rated ew 1/2" CDX Subfloor ver Existing e air /Replace /4" Existing ubfloor epair /Replace Existing ressure Treated Sill lates Verify /2' Steel Hat Channels 16' O.C. Fore Stop Horiz.- Vertical Built -Up (2) 2x12 Wood Header o Windows Synthetic Stone Lintel 3.5' x 3.5" x 1/4" Steel Angle with Header Flashing Prime /Paint Caulk and Backer Rod Auxiliary Brick Mold Double Hung Window System Synthetic Stone Sill Fixed Awning System See Sheet A -6 SCALE: 3/4" =1 0" Signage Light Fixture See Elevations Fixed Raised Letters See Sheet A -6 New Sidewalk System Trues Bearing Existing Sidewalk Removed Top of Existing Subfloor New 8' CMU Below Grade Foundation Veneer Existing Masonry to Remain Verify Condition WALL SECTION FRONT lat Fir Line O N Top of Roof Deck 1_ 0 N 0) 1 IS 2nd Fir Line. 0 Top of Subfloor :d 2nd Fir Line Top of Subfloor E �C 8" CMU Lintel Solid 2" Recess 6' CMU 4" CMU Sill Solid Metal Coping System Built -Up Prefinished 26 ga. Minimum (2) 2X10 Pressure Treated d 3 Cont. Metal Clip 2x4 Wood Studs 24" O.C. Fire Stop as Required 5/8" Exterior Gypsum Drywall Type 'X' Membrane Roofing; Protection Sheet; and Parapet Flashing System Stucco Parging Slim Coat 5/8" CDX Roof Sheathing 2x blocking Prefab Roof Trusses a 24" O.C. R -38 Blanket Insulation 1/2" Gypsum Drywall Unfinished unless Exposed 1 /2 Q 4 1/8 PARAPET DETAIL A5 SCALE: 1 1 /2" =1 -0" 9 1 /4" 3 5/8" Top of Parapet Caulk and Backer Rod Soldier Course Prime /Painted Face Brick R -38 Blanket insulation Masonry Anchor Truss Bearing. V 4 Aluminum 'pot' Vents (7) Equally Spaced Cut Thru to Truss Space Galv. Metal Gutter Seamless 26 ga. Min. Cancelled Hangars 1x8 Fascia Prime /Painted Steel Beam Steel Plate Gyp. Dryw. Bulkhead Framing Recessed Light Fixt. Verify N (0 3 A5 SCALE: 1 1 /2" =1' -0" 2x8 Pressure Treated Subnailer 7 5/8" 3/4 GUTTER GUTTER DETAIL 4 1 /8" Reglet Storefront R.O. q 4 5 1/4 1 TRIM DETAIL A5 SCALE: 1" =1' -0" 7 Aluminum Cad Roof Scuttle 24' x 36' Balco Coordinate w/ Framing CROSS SECTION N -S 8 3/8" 26 ga. Galt'. Flashing Prefab Roof Trusses 2x P.T. a 24" O.C. Cap 2nd Fir Line b 00 Wood Trim o Prime /Paint 1 Joist Bearing Cont. Fry Regiet Vent CO 1 Aluminum 'pot' Vents (7) Equally Spaced Cut Thru to Studs Drill (4) 2" holes Below Vent Thru to Roof Cavity Metal Coping System Built -Up Prefinished 26 ga. Minimum 2X8 pressure Treated Cont. Metal Clip 2x6 Wood Studs 24' O.C. Fire Stop as Required 1/2" Exterior Gypsum Drywall Membrane Roofing; Protection Sheet; and Parapet Flashing System 5/8" CDX Roof Sheathing COPING CORNICE DETAIL SCALE: 1 1 /2" =1' -0" 5 1/2" Metal Coping System Built -Up Prefinished Face Brick Running Bond Synthetic Stone Sill See Detail Face Brick Synthetic Stone Lintel See Detail Double Hung Window 6- over -6 Clad Wood Synthetic Stone Base Split Face CMU New Sidewalk System See Site Plan Masonry Anchor Roof Deck Truss Bearing 2nd Fir Line let Fir Line Top Existing Subfloor i `IL I fi i� ID 3 A Tech &Kraft Architecture d Inter! Consultants Inc9ar polls, t (liana (317)2514976 (31 2517254 Fx 7003 1034 r.d.. E Architecture Interiors ARGO CONSULTING ENGINEERS, INC. 618 N. DAVIDSON STREET INDIANAPOLIS, IN. 46202 PHONE: (317) 639 -9244 4-7-', FAX: (317) 639 -9249 EMAIL: orgo @inetdirect.net (j c.;o,r.cfl: 2003 ergo CO3st tti r, (rginr:rs. Inc. Structurol THESE DRAWINGS DESCRIBE THE GENERAL SCOPE OF WORK FOR THE PROJECT IN TERMS OF DESIGN INTENT, INCLUDING PROPORTIONS. DIMENSIONS. ARCHITECTURAL INTERIOR COMPONENTS, CML. STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS 00 NOT HOWEVER. NECESSARILY INDICATE OR OR DESCRIBE ALL WORK REQUIRED FOR THE FULL COMPLETION OF THE CONTRACT. BASED ON THIS GENERAL PROJECT SCOPE INDICATED ALONG WITH THE SPECIFICATIONS, THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETELY EXECUTE 114E SCOPE OF WORK. K&I San and Street 1, Indi I0I 01 :)1 DATE 6/03/04 DRAWN BY JSS CHECKED BY J SS REVISIONS CERTIFICATION SCO �C Gl S T E RF4... I •Cn 1 900020 STATE OF ir CHI VC %G l a..MILII■ tow. DO UMENT PH- E Design Release A 5 QUCCT MI1 \IGCO –6 mil Vapor Barrier UNFINISHED FUTURE OFFICE 1 206 FUTURE OCCUPANCY: B MEDICAL OFFICE; TYPE V CONSTRUCTION MAXIMUM OCCUPANT 2nd FLOOR LOAD: 30 PERSONS COMMON EXIT PATH: MUST BE UNDER 100 FEET z Fixed Rung Ladder Beyond Located at Scuttle in Stair Si Anchor to Wail (2) 2x6 Plates Anchored to Beam Steel Beam and Columns Prefab Joists *16" O.C. 11111..111 nice lief II 11 11 11 11 I II II II 111 II 161.1 I 11 I��i�. t�s` �S�S�i�. t�s�i. ��i' �S�IS�!. i�SI�A� i�Ii�i� .t� 1 1111111111111111111 1111111111111 i,t 1 1 1.!11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111!1111111!1 111111111 Stair Profile Beyond errinit Curved Wail 3 5/8" Metal Studs with Flex Track 2 x10's -•-16 e: G- Top of Root Deck 8" CDX Roof Sheathing 38 Blanket Insulation efab Roof T 24" O.C. Gypsum Drywall finished unless posed IA /C Ductwork )od Stool )od 1x4 Casing 4 Wood Studs 16" O.C. •e Stop as Required Gypsum Drywall nil Vapor Barrier 13 Batt Insulation sod Base efab Floor Joist System ?4" O.C. 4" Sturdi -Floor System ichored Se I r 1 j t j! t 1. i! 2" Gypsum Drywall Ifiniahed unless ,posed lepended Acoustical :icing System with 24" X 24" eta! Grid Pattern and sgular Edge Tile mil Vapor Barrier /2' Rigid Insulation ;tween Channels z" Gypsum Drywall re Rated ew 1/2" CDX Subfloor ver Existing e air /Replace /4" Existing ubfloor epair /Replace Existing ressure Treated Sill lates Verify /2' Steel Hat Channels 16' O.C. Fore Stop Horiz.- Vertical Built -Up (2) 2x12 Wood Header o Windows Synthetic Stone Lintel 3.5' x 3.5" x 1/4" Steel Angle with Header Flashing Prime /Paint Caulk and Backer Rod Auxiliary Brick Mold Double Hung Window System Synthetic Stone Sill Fixed Awning System See Sheet A -6 SCALE: 3/4" =1 0" Signage Light Fixture See Elevations Fixed Raised Letters See Sheet A -6 New Sidewalk System Trues Bearing Existing Sidewalk Removed Top of Existing Subfloor New 8' CMU Below Grade Foundation Veneer Existing Masonry to Remain Verify Condition WALL SECTION FRONT lat Fir Line O N Top of Roof Deck 1_ 0 N 0) 1 IS 2nd Fir Line. 0 Top of Subfloor :d 2nd Fir Line Top of Subfloor E �C 8" CMU Lintel Solid 2" Recess 6' CMU 4" CMU Sill Solid Metal Coping System Built -Up Prefinished 26 ga. Minimum (2) 2X10 Pressure Treated d 3 Cont. Metal Clip 2x4 Wood Studs 24" O.C. Fire Stop as Required 5/8" Exterior Gypsum Drywall Type 'X' Membrane Roofing; Protection Sheet; and Parapet Flashing System Stucco Parging Slim Coat 5/8" CDX Roof Sheathing 2x blocking Prefab Roof Trusses a 24" O.C. R -38 Blanket Insulation 1/2" Gypsum Drywall Unfinished unless Exposed 1 /2 Q 4 1/8 PARAPET DETAIL A5 SCALE: 1 1 /2" =1 -0" 9 1 /4" 3 5/8" Top of Parapet Caulk and Backer Rod Soldier Course Prime /Painted Face Brick R -38 Blanket insulation Masonry Anchor Truss Bearing. V 4 Aluminum 'pot' Vents (7) Equally Spaced Cut Thru to Truss Space Galv. Metal Gutter Seamless 26 ga. Min. Cancelled Hangars 1x8 Fascia Prime /Painted Steel Beam Steel Plate Gyp. Dryw. Bulkhead Framing Recessed Light Fixt. Verify N (0 3 A5 SCALE: 1 1 /2" =1' -0" 2x8 Pressure Treated Subnailer 7 5/8" 3/4 GUTTER GUTTER DETAIL 4 1 /8" Reglet Storefront R.O. q 4 5 1/4 1 TRIM DETAIL A5 SCALE: 1" =1' -0" 7 Aluminum Cad Roof Scuttle 24' x 36' Balco Coordinate w/ Framing CROSS SECTION N -S 8 3/8" 26 ga. Galt'. Flashing Prefab Roof Trusses 2x P.T. a 24" O.C. Cap 2nd Fir Line b 00 Wood Trim o Prime /Paint 1 Joist Bearing Cont. Fry Regiet Vent CO 1 Aluminum 'pot' Vents (7) Equally Spaced Cut Thru to Studs Drill (4) 2" holes Below Vent Thru to Roof Cavity Metal Coping System Built -Up Prefinished 26 ga. Minimum 2X8 pressure Treated Cont. Metal Clip 2x6 Wood Studs 24' O.C. Fire Stop as Required 1/2" Exterior Gypsum Drywall Membrane Roofing; Protection Sheet; and Parapet Flashing System 5/8" CDX Roof Sheathing COPING CORNICE DETAIL SCALE: 1 1 /2" =1' -0" 5 1/2" Metal Coping System Built -Up Prefinished Face Brick Running Bond Synthetic Stone Sill See Detail Face Brick Synthetic Stone Lintel See Detail Double Hung Window 6- over -6 Clad Wood Synthetic Stone Base Split Face CMU New Sidewalk System See Site Plan Masonry Anchor Roof Deck Truss Bearing 2nd Fir Line let Fir Line Top Existing Subfloor