Bid_Specifications_-_1126_Main_St_Bridgeport_03.15.22.pdf

GENERAL NOTES

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Drawing Title

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Project Information

COVER

FACADE REHABILITATION PROJECT

1126 MAIN STREET, BRIDGEPORT, CT

AMS REAL ESTATE WITH CITY OF BRIDGEPORT

ISSUED FOR BID AND PERMIT MARCH 16, 2022

CODE DATA:

LOCATION PLAN CITY TAX ASSESSOR MAP

PROJECT FACADE

NORTH FACADE - EXISTING CONDITIONS

NORTH FACADE - AT MIDDLE STREET CORNER NORTH FACADE - AT MAIN STREET CORNERNORTH FACADE - AT CENTER BRIDGE

BID ALTERNATES:

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1. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PRODUCTS AND MATERIALS AS GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PRODUCTS AND MATERIALS AS NOTED IN THESE DRAWINGS AS WELL AS ANY ACCOMPANYING SPECIFICATIONS / PRODUCT DATA. COORDINATE ALL EIFS MATERIAL REQUIREMENTS WITH MANUFACTURER. 2. ALL WORK SHALL COMPLY WITH NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. ALL WORK SHALL COMPLY WITH NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. 3. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS REQUIRED BY THE STATE AND LOCAL AUTHORITIES. 4. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND FIELD THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AT JOB SITE PRIOR TO BID ISSUANCE / WORK COMMENCEMENT. ANY DISCREPANCIES BETWEEN JOB SITE AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO ARCHITECT'S ATTENTION FOR CLARIFICATION. 5. PRIOR TO ANY FRAMING, THE GENERAL CONTRACTOR SHALL CONDUCT COORDINATION PRIOR TO ANY FRAMING, THE GENERAL CONTRACTOR SHALL CONDUCT COORDINATION MEETING AT THE JOB SITE FOR COORDINATION WITH ARCHITECT AND ACCEPTANCE OF DRAWINGS AND DETAILS AS SHOWN ON ARCHITECTURAL DRAWINGS. 6. THE GC SHALL NOTIFY ARCHITECT AND/OR OWNER/CITY IN WRITING BEFORE MAKING ANY THE GC SHALL NOTIFY ARCHITECT AND/OR OWNER/CITY IN WRITING BEFORE MAKING ANY CHANGES, EITHER REQUIRED OR REQUESTED, TO THE JOB SITE. CHANGES SHALL NOT BE PERFORMED WITHOUT PRIOR WRITTEN CONSENT. 7. THE GC SHALL FURNISH AND INSTALL ALL NECESSARY MATERIALS AND EQUIPMENT FOR A THE GC SHALL FURNISH AND INSTALL ALL NECESSARY MATERIALS AND EQUIPMENT FOR A COMPLETE INSTALLATION OF WORK OUTLINED IN THESE AND ANY ACCOMPANYING DOCUMENTS. COORDINATE ALL REQUIREMENTS OF EIFS INSTALLATION W/ MANUFACTURER. 8. THE GENERAL CONTRACTOR SHALL PROVIDE TO ARCHITECT AND OWNER/CITY A PROJECT THE GENERAL CONTRACTOR SHALL PROVIDE TO ARCHITECT AND OWNER/CITY A PROJECT SCHEDULE OUTLINING THE TIMELINE OF THE WORK INVOLVED IN THIS PROJECT PRIOR TO CONSTRUCTION COMMENCEMENT. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES INCLUDING ANY SUB THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES INCLUDING ANY SUB CONTRACTORS HIRED DIRECTLY BY BUILDING OWNER OR CITY. 10. THE COST OF CONSTRUCTION SHALL INCLUDE ALL RELATED FEES FOR PERMITS, THE COST OF CONSTRUCTION SHALL INCLUDE ALL RELATED FEES FOR PERMITS, APPLICATIONS, PROTECTION, CONSTRUCTION, CLEAN UP AND DEBRIS REMOVAL. 11. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIRE PROTECTION BLOCKING THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIRE PROTECTION BLOCKING TO MEET CODE. LOCATE IN COMPLIANCE WITH STATE AND LOCAL AUTHORITIES AND COORDINATE ALL MATERIALS AND LOCATIONS WITH OTHER DISCIPLINE DRAWINGS/SPECS. 12. THE GC SHALL PROVIDE ALL REQUIRED PROTECTION TO BUILDING CORRIDORS, ELEVATORS, THE GC SHALL PROVIDE ALL REQUIRED PROTECTION TO BUILDING CORRIDORS, ELEVATORS, LOBBIES ETC. AS WELL AS EXISTING ITEMS NOT TO BE DISTURBED BY NEW CONSTRUCTION, AND SHALL KEEP ALL PUBLIC AREAS OPEN TO PUBLIC CLEAR AND USABLE AT ALL TIMES. 13. THE GC SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITH BUILDING OWNER AND/OR THE GC SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITH BUILDING OWNER AND/OR PROPERTY MANAGEMENT FOR USE OF PREMISES, CONSTRUCTION HOURS AND NOISE CONTROL PROCEDURES. 14. THE GC SHALL FURNISH BUILDING OWNER AND CITY WITH REPRODUCIBLES OF AS-BUILT THE GC SHALL FURNISH BUILDING OWNER AND CITY WITH REPRODUCIBLES OF AS-BUILT DRAWINGS. 15. THE GC SHALL CONTACT THE BUILDING MANAGER FOR CONSTRUCTION COORDINATION AS THE GC SHALL CONTACT THE BUILDING MANAGER FOR CONSTRUCTION COORDINATION AS WELL AS BUILDING REGULATIONS. 16. DO NOT SCALE DRAWINGS. DO NOT SCALE DRAWINGS. 17. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL INSTALL ALL ITEMS THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL INSTALL ALL ITEMS ACCORDING TO MANUFACTURERS RECOMMENDED INSTRUCTIONS. 18. THE JOB SITE SHALL BE KEPT "BROOM CLEAN" AT ALL TIMES. MAINTAIN ALL EXISTING OR THE JOB SITE SHALL BE KEPT "BROOM CLEAN" AT ALL TIMES. MAINTAIN ALL EXISTING OR CONSTRUCTION SITE EGRESS PATHS DURING ALL CONSTRUCTION ACTIVITIES. 19. THE GC SHALL PROVIDE TEMPORARY LIGHTING AT THE JOB SITE TO MAINTAIN PUBLIC THE GC SHALL PROVIDE TEMPORARY LIGHTING AT THE JOB SITE TO MAINTAIN PUBLIC SAFETY. 20. GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR DISCREPANCIES BETWEEN GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR DISCREPANCIES BETWEEN DRAWINGS AND TRADES WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO WORK COMMENCEMENT. 21. THE GENERAL CONTRACTOR SHALL ARRANGE AND COORDINATE REGULAR MEETING WITH THE GENERAL CONTRACTOR SHALL ARRANGE AND COORDINATE REGULAR MEETING WITH ARCHITECT, CITY, BUILDING OWNER AND THE SUBCONTRACTORS, OCCURRING DURING EACH WEEK OF CONSTRUCTION, OR AS DETERMINED PRIOR TO START OF WORK AND SHALL BE LOCATED AT THE JOB SITE. 22. THE GENERAL CONTRACTOR SHALL RECORD AND DISTRIBUTE MEETING MINUTES. THE GENERAL CONTRACTOR SHALL RECORD AND DISTRIBUTE MEETING MINUTES. 23. IN THE EVENT THAT ASBESTOS, OR ANY OTHER HAZARDOUS MATERIAL, IS DETECTED AT IN THE EVENT THAT ASBESTOS, OR ANY OTHER HAZARDOUS MATERIAL, IS DETECTED AT THE JOB SITE, THE GENERAL CONTRACTOR SHALL NOTIFY THE CITY IMMEDIATELY. ARCHITECT OR OTHER DESIGN CONSULTANTS SHALL NOT BE LIABLE FOR ASBESTOS OR OTHER HAZMAT IDENTIFICATION, TREATMENT, ENCAPSULATION, REMOVAL OR PLANNING. 24. THE GENERAL CONTRACTOR SHALL DISTRIBUTE THIS GENERAL NOTE SHEET TO ALL TRADES.THE GENERAL CONTRACTOR SHALL DISTRIBUTE THIS GENERAL NOTE SHEET TO ALL TRADES.

AutoCAD SHX Text DIVISION 1 - GENERAL REQUIREMENTS: 1. SUBMITTALS AND SUBSTITUTIONS: ITEMS SUBMITTED SHALL CONFORM TO THOSE CALLED FOR SUBMITTALS AND SUBSTITUTIONS: ITEMS SUBMITTED SHALL CONFORM TO THOSE CALLED FOR IN CONSTRUCTION DOCUMENTS. NO SUBSTITUTIONS SHALL BE MADE WITH OUT THE WRITTEN CONSENT OF ARCHITECT, BUILDING OWNER AND/OR CITY. 2. CUTTING AND PATCHING: PROVIDE ALL CUTTING AND PATCHING AS REQUIRED BY ANY AND CUTTING AND PATCHING: PROVIDE ALL CUTTING AND PATCHING AS REQUIRED BY ANY AND ALL TRADES. ALL MATERIAL USED FOR CUTTING AND PATCHING SHALL MATCH THAT OF EXISTING ADJACENT SURFACES. 3. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND ACCEPTANCE SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO FABRICATION. PROVIDE ELECTRONIC SUBMISSION (PDF) FOR ALL THE FOLLOWING ITEMS, INCLUDING BUT NOT LIMITED TO: WALLBOARD, EIFS SYSTEMS AND FINISHES, STEEL FRAMING, LIGHT GAGE METAL FRAMING, HARDWARE, ANCHORS, CONCRETE, FLASHING, ROOFING, ALUMINUM/METAL CAP SYSTEMS. 4. SAMPLES: PROVIDE THREE SAMPLES OF THE FOLLOWING ITEMS FOR ARCHITECT'S REVIEW SAMPLES: PROVIDE THREE SAMPLES OF THE FOLLOWING ITEMS FOR ARCHITECT'S REVIEW AND ACCEPTANCE: EIFS SYSTEM AND FINISH; ALUMINUM CAP SYSTEM.

AutoCAD SHX Text DIVISION 2 - DEMOLITION 1. ALL WORK DEMOLISHED, EXCEPT THAT WHICH IS TO BE REUSED OR RETURNED TO BUILDING ALL WORK DEMOLISHED, EXCEPT THAT WHICH IS TO BE REUSED OR RETURNED TO BUILDING OWNER, SHALL BE REMOVED FROM PREMISES. 2. THE GC SHALL PROVIDE PROTECTION TO ALL ITEMS UNTOUCHED BY NEW WORK. THE GC SHALL PROVIDE PROTECTION TO ALL ITEMS UNTOUCHED BY NEW WORK. 3. ALL ELECTRICAL DEVICES NOT TO BE REUSED SHALL BE PULLED BACK TO PANEL; WALLS ALL ELECTRICAL DEVICES NOT TO BE REUSED SHALL BE PULLED BACK TO PANEL; WALLS SHALL THEN BE PATCHED, SPACKLED, SANDED SMOOTH AND PREPARED FOR NEW TREATMENT. 4. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS FOR DEMOLITION. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS FOR DEMOLITION. 5. REMOVAL OF ANY BUILDING EQUIPMENT, SUCH AS BUT NOT LIMITED TO LIGHT FIXTURES, REMOVAL OF ANY BUILDING EQUIPMENT, SUCH AS BUT NOT LIMITED TO LIGHT FIXTURES, EXIT SIGNS, ETC. SHALL BE COORDINATED WITH BUILDING OWNERS PROPERTY MANAGER.

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EXISTING CONDITIONS PHOTGRAPHS - NORTH FACADE

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AutoCAD SHX Text AMS REAL ESTATE (FRED FRASSINELLI) FACADE REHABILITAION PROJECT 1126 MAIN STREET, BRIDGEPORT, CT

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COVER SHEET / DATA / INFORMATION

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AS NOTED

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SCOPE & DATA

AutoCAD SHX Text AMS REAL ESTATE 1126 Main Street Bridgeport, CT Facade Rehab

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DESIGN REVIEW/TEAM COMMENT

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TEAM COORDINATION REVIEW

AutoCAD SHX Text 2018 CONNECTICUT STATE BUILDING CODE AMENDMENTS TO 2015 INTERNATIONAL BUILDING CODE 2018 CONNECTICUT STATE FIRE SAFETY CODE INCLUDES: 2015 INTERNATIONAL BUILDING CODE (AND ALL AMENDMENTS) 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2017 NFPA 70 - NATIONAL ELECTRICAL CODE 2009 ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES AMENDMENTS TO 2009 ICC A117.1

AutoCAD SHX Text ADD ALTERNATE NO. 1 - LIVE "GREEN" WALL PROVIDE ALLOWANCE FOR ALL ELEMENTS, MATERIALS AND EQUIPMENT FOR A 16 FT HIGH x 54 FT LONG LIVE WALL BY LIVEWALL INC, NUNICA, MI. SYSTEM SHALL BE COMPLETE WITH ALUMINUM FRAMING AS REQD. (TUBES / FURRING STRIPS / WIRE MESH) TO HOLD PLANTS. PLANT SPECIFICATIONS TBD. PROVIDE ALL NECESSARY ATTACHMENTS, MOUNTING RAILS, WIND CLIPS AND FASTENERS TO MEET LOCAL WIND SPEED STRUCTURAL REQUIREMENTS.

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A-100

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T/RETAINING BLOCKS

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EXISTING 3-STORY BUILDING

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T/RETAINING BLOCKS

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EXISTING DBL I-BEAM AND STEEL COLUMN TO REMAIN

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CONCRETE RETAINING BLOCKS

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ABANDONED ROOF TAR PITCH

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EXISTING STEEL BRIDGE & RAILING TO REMAIN

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MAIN STREET

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MIDDLE STREET

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PROFILE PLAN NORTH FACADE AT GROUND LEVEL

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T/RETAINING BLOCKS

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SURFACE EX 1 0'-0"

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SURFACE EX 3 +0'-8"(+/-)0'-8"(+/-)

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SURFACE EX 2 +0'-5"(+/-)

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SURFACE EX 5 +1'-5"(+/-)1'-5"(+/-)

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SURFACE EX 4 +0'-9"(+/-)0'-9"(+/-)

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SURFACE EX 6 +1'-9"(+/-)1'-9"(+/-)

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EXISTING 3-STORY BUILDING

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ELEVATION OF EXISTING SURFACE PLANES AND DEMOLITION AT NORTH FACADE

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ELEVATION OF REMEDIAL WORK OF NORTH FACADE

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CONCRETE RETAINING BLOCKS TO REMAIN

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FRONT FACADE OF 1126 MAIN STREET TO REMAIN (N.I.C.) NO WORK EXCEPT AT CORNER

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APPROX. LINE OF OPEN ROOF DECK ABOVE

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EXISTING STEEL BRIDGE & RAILING TO REMAIN

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FRONT FACADE OF 115 MIDDLE STREET TO REMAIN (N.I.C.) NO WORK EXCEPT AT CORNER

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MAIN STREET

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OPEN AFTER DEMOLITION

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REMOVE PLASTER AND TILE WALL FINISH THIS AREA.

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REMOVE PORTION OF EXISTING BRICK WALL TO APPROX. 18 IN. ABOVE EXISTING ROOF SLAB

AutoCAD SHX Text NEW VENEER STABILIZATION PLATES AT 8 FT o/c VERTICAL AT NEW SURFACES 1 AND 2. PROVIDE NEW STABILIZATION ANGLES AT NEW SURFACE 3.

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EXISTING BUILDING FACADE REHAB AND DEMOLITION PLAN AND ELEVATIONS

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AutoCAD SHX Text AMS REAL ESTATE (FRED FRASSINELLI) FACADE REHABILITAION PROJECT 1126 MAIN STREET, BRIDGEPORT, CT

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EXISTING WALL PROFILE PLAN AND ELEVATION

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EXISTING FACADE

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DESIGN REVIEW/TEAM COMMENT

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TEAM COORDINATION REVIEW

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TO CITY FOR BID & PERMIT

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A-200

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EXISTING 3-STORY BUILDING

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SIDEWALK

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SIDEWALK

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MIDDLE STREET

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MAIN STREET

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NEW CONCRETE SIDEWALK

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NEW CONCRETE PLANTER WALL WITH NEW LANDSCAPING PLANTS

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NEW SURFACE NO. 2

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NEW SURFACE NO. 3

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NEW SURFACE NO. 1

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T/RETAINING BLOCKS

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T/RETAINING BLOCKS

AutoCAD SHX Text NEW EIFS FACADE OVER EXISTNG BRICK MIDDLE STREET BUILDING - FURR OUT AS REQD. - SEE DETS.

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NEW EIFS CORNICE SHAPE TO MATCH EXISTING FRONT FACADE

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EXISTING FRONT FACADE AND CORNICE TO REMAIN (NIC)

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EXISTING BRICK FACADE TO REMAIN REPAIR AS REQD. & PAINT.

AutoCAD SHX Text NEW CAP AND FLASHING OVER EXIST TERR COTTA CAP - MATCH ANGLE OF MIDDLE STREET BUILDING AS SHOWN

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NEW EIFS FACADE OVE EXISTNG BRICK FURR OUT AS REQD. - SEE DETS.

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NEW EIFS CONTROL JOINT ALIGN W/ FRONT FACADE STOREFRONT

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NEW PLANTER BED AND CONC. WALL WITH NEW LANDSCAPE PLANTS

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EXISTING GLASS ATRIUM (BEYOND) NIC

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EXISTING STEEL FRAME BRIDGE TO REMAIN

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ADD ALTERNATE NO. 1 NEW "LIVE-WALL" IN FRAME ATTACHED TO EXISTING FACADE

AutoCAD SHX Text CUT EXISTING 3-WYTHE BRICK WALL DOWN TO ROOF AND PROVIDE NEW STEEL PIPE RAIL WITH MESH PANEL INFILL

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THINK!

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NEW FINISH SURFACE NO. N 1

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NEW FINISH SURFACE NO. N 3

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NEW FINISH SURFACE NO. N 2

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SIMILAR

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SIMILAR

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SIMILAR

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(+ 4 IN. FROM SURFACE EX 2)

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(+ 4 IN. FROM SURFACE EX 3)

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NORTH FACADE ELEVATION - PROPOSED EIFS APPLICATION

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PROPOSED ELEVATION

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ELEVATION

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DESIGN REVIEW/TEAM COMMENT

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PLAN OF EIFS APPLICATION TO NORTH FACADE

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TEAM COORDINATION REVIEW

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Drawing Title

Drawing No.

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A-301

AutoCAD SHX Text

T/CONC. SLAB APPROXIMATE

AutoCAD SHX Text

REMOVE EXISTING MULTI-WYTHE BRICK PARAPET WALL

AutoCAD SHX Text

T/BRICK WALL

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RAIL HEIGHT

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12" DIAM. EXPANSION ANCJORS INTO EXISTING CONC. SLAB

AutoCAD SHX Text

EXISTING CONC. SLAB

AutoCAD SHX Text

EXISTING WOOD DECKING CUT AROUND NEW POSTS

AutoCAD SHX Text

2X2 STEEL TUBE RAIL FRAME MATCH EXISTING PROFILES OF UPPER WALKWAY BRIDGE.

AutoCAD SHX Text 4X4 WELDED WIRE RAIL PANELS IN L2X2 WELDED FRAME - MATCH EXISTING UPPER RAIL PROFILES

AutoCAD SHX Text 3X3X TUBE STEEL COLUMNS FIELD 316 TUBE STEEL COLUMNS FIELD WELDED TO EXISTING STEEL BEAMS OF UPPER BRIDGE.

AutoCAD SHX Text

UPPER BRIDGE GRATING WALKWAY AND STEEL RAILS TO REMAIN

AutoCAD SHX Text

WELDING CLIP ANGLE

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LOCATE NEW VERTICAL 3X3 RAILS SUPPORT POSTS ON CENTERLINE OF STL. BM. ABOVE

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RUBBER ROOFING FLASHING AND COUNTER FLASHING OVER EXISTING CLAY WALL CAP.

AutoCAD SHX Text

NEW CONT. ALUMINUM CAP OVER APPROX. 16 INCH WALL THK.

AutoCAD SHX Text

REMOVE EXISTING MULTI-WYTHE BRICK MASONRY PARAPET WALL

AutoCAD SHX Text

THICKEN EIFS INSULN. AS REQUIRED TO ALIGN WITH NEW SURFACE NO. 3 FROM BELOW.

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12" THICK DENS GLASS GOLD SHEATHING OR EQUAL.

AutoCAD SHX Text 6 IN. STEEL STUDS @ 24 INCHES o/c

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SURFACE N 3

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THINK!

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NEW EIFS SURFACE NO. 3

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NEW EIFS SURFACE NO. 3

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EXISTING STEEL FRAMED WALKWAY BRIDGE TO REMAIN

AutoCAD SHX Text

NEW ALUM. CAP OVER EXIST. WALL & NEW EIFS

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EXIST. CONC. SLAB (BEYOND)

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3X3 STEEL TUBE END & INTERMEDIATE POSTS

AutoCAD SHX Text

EXISTING STEEL BM. BRIDGE SUPPORTS

AutoCAD SHX Text

STEEL SIGN PLATE WELDED TO POSTS. PROVIDE YELLOW LETTERS 14 INCHES HIGH.

AutoCAD SHX Text

STEEL TUBE TOP RAIL 2X1.5 (MATCH EXIST.)

AutoCAD SHX Text

4X4 STEEL MESH INFILL IN STL. ANGLE FRAME - ALL WELDED CONSTRUCTION.

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2X2 RAIL FRAME

AutoCAD SHX Text

EXISTING A.C. UNITS TO REMAIN

AutoCAD SHX Text NEW RAILING ATTACHED TO STEEL BEAMS ABOVE. LOCATE NEW RAIL AT CENTER LINE OF BEAM

AutoCAD SHX Text

EXISTING WALL TO BE CUT DOWN

AutoCAD SHX Text

EXISTING LOWER CAPPED WALL TO REMAIN

AutoCAD SHX Text RELOCATE ALL EXISTING WALL MOUNTED POWER WIRING AND/OR UTILITY CABLES TO FEED UNITS FROM BELOW EXISTING WOOD DECKING

AutoCAD SHX Text

EXTERIOR ELEVATION OF NEW GUARD RAIL

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text AMS REAL ESTATE (FRED FRASSINELLI) FACADE REHABILITAION PROJECT 1126 MAIN STREET, BRIDGEPORT, CT

AutoCAD SHX Text

GUARD RAIL AND WALL TERMINATION DETAIL

AutoCAD SHX Text

KAD

AutoCAD SHX Text 210814

AutoCAD SHX Text

SD

AutoCAD SHX Text 50%%%

AutoCAD SHX Text

KAD

AutoCAD SHX Text 10/22/21

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text C:\OneDrive/001Kadarch\01Projects\2021\210814Frassinelli1126MainFacadeRehab\Dwgs\CDs\FrassinelliFacadeBaseDwg.Dwg

AutoCAD SHX Text

GUARD RAIL &

AutoCAD SHX Text AMS REAL ESTATE 1126 Main Street Bridgeport, CT Facade Rehab

AutoCAD SHX Text

SECTION THROUGH NEW GUARD RAIL AND WALL TERMINATION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 10/22/21

AutoCAD SHX Text

DESIGN REVIEW/TEAM COMMENT

AutoCAD SHX Text

WALL TERMINATION

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

PLAN OF EXISTING OPEN ROOF DECK

AutoCAD SHX Text

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 01/03/22

AutoCAD SHX Text

TEAM COORDINATION REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 03/16/22 at ta ch ed a nd

/o r a cc om pa ny in g de si gn s, p la ns , d et ai ls a nd s pe ci fic at io ns a re c on si de re d in st ru m en ts of w or k an d th er ef or e ar e ex cl us iv e pr op er ty o f K ev in

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Drawing No.

Project Information

A-302

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text

ALIGN W/ TOP OF EXIST. CORNICE OR WATER TABLE

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OR MATCH EXISTING

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TYPICAL EIFS FINISH SYSTEM & MOUNTING

AutoCAD SHX Text

ATTACH STUDS TO EXIST. BRICK W/ 14" DIAM TAPCON MASONRY ANCHORS

AutoCAD SHX Text

EXISTING CONC. FOUNDATIONS TO REMAIN

AutoCAD SHX Text

EXISTING CONC. SLAB REMAINS

AutoCAD SHX Text

EXISTING RUBBER EXPANSION GAP CLOSER TO REMAIN

AutoCAD SHX Text

EXISTING EARTH BACKFILL TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE RET'G BLOCKS TO REMAIN

AutoCAD SHX Text

EXIST. MULTI- WYTHE BRICK WALLS TO REMAIN

AutoCAD SHX Text NEW CITY STANDARD 4 INCH THICK CONCRETE SIDEWALK COORDINATE WITH CITY ENGINEERING

AutoCAD SHX Text NEW 12 INCH THICK CONCRETE SITE WALL WITH 2 INCH CHAMFER OUTER EDGE. PROVIDE NO. 4 REIN BARS @ 12" o/c

AutoCAD SHX Text

EXISTING SUB BASE

AutoCAD SHX Text

EXISTING SUB BASE

AutoCAD SHX Text

NEW COMPACTED GRAVEL BASE PER CITY STANDARDS

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NEW PLANTING BED TOPSOIL

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text

EIFS FINISH COAT ON BRICK TO 6 IN. BELOW SOIL

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STEEL STUDS @ 24 IN. o/c ATTACH TO WALL WITH " DIAM. 14" DIAM. TAPCON ANCHORS

AutoCAD SHX Text BRICK VENEER STABILIZATION PLATE STL. PLATE 4x "x8 FT LG. 14"x8 FT LG. WITH " DIAM. THREADED 38" DIAM. THREADED ROD ADHESIVE ANCHOR @ 24 IN. o/c HORIZ. SEE ELEVS.

AutoCAD SHX Text

INTERRUPT STUDS AT VENEER STABILIZATION PLATES OR NOTCH STUDS AS REQD.

AutoCAD SHX Text

SURFACE N 2

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STEEL STUDS @ 24 IN. o/c ATTACH TO WALL WITH " DIAM. 14" DIAM. TAPCON ANCHORS

AutoCAD SHX Text BRICK VENEER STABILIZATION PLATE STL. PLATE 4x "x8 FT LG. 14"x8 FT LG. WITH " DIAM. THREADED 38" DIAM. THREADED ROD ADHESIVE ANCHOR @ 24 IN. o/c HORIZ. SEE ELEVS.

AutoCAD SHX Text

INTERRUPT STUDS AT VENEER STABILIZATION PLATES OR NOTCH STUDS AS REQD.

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STEEL STUDS @ 24 IN. o/c ATTACH TO WALL WITH " DIAM. 14" DIAM. TAPCON ANCHORS

AutoCAD SHX Text

INTERRUPT STUDS AT VENEER STABILIZATION PLATES OR NOTCH STUDS AS REQD.

AutoCAD SHX Text CLEAN OUT AND REMOVE LOOSE BRICK BACK TO SOLID WALL & FILL EXIT. POCKET W/ NON-SHRINK GROUT

AutoCAD SHX Text BRICK VENEER STABILIZATION PLATE STL. PLATE 4x "x8 FT LG. 14"x8 FT LG. WITH " DIAM. THREADED 38" DIAM. THREADED ROD ADHESIVE ANCHOR @ 24 IN. o/c HORIZ. SEE ELEVS.

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text

3.5 IN. STEEL STUDS @ 24 IN. o/c ATTACH TO GIRT STUDS

AutoCAD SHX Text BRICK VENEER STABILIZATION ANGLE STL. L5x5x "x8 FT LG. 14"x8 FT LG. WITH " DIAM. THREADED 38" DIAM. THREADED ROD ADHESIVE ANCHOR @ 24 IN. o/c HORIZ. SEE ELEVS.

AutoCAD SHX Text

CONT. 8 IN. GIRT STUD ATTACHED TO STABILIZATION ANGLE

AutoCAD SHX Text 4 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STUDS BACK TO EXIST. WALL AT 24 IN. o/c

AutoCAD SHX Text

SURFACE N 3

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STEEL STUDS @ 24 IN. o/c ATTACH TO WALL WITH " DIAM. 14" DIAM. TAPCON ANCHORS

AutoCAD SHX Text

ONE OR TWO PIECE CONT. ALUM. CAP CANTED TO SHED WATER (COLOR TBD)

AutoCAD SHX Text

BASE EPDM MEMBRANE FLASHING BENEATH ALUM CAP.

AutoCAD SHX Text

EXIST MULTI-WYTHE MASONRY WALLS CONFIRM DIMS. IN FIELD

AutoCAD SHX Text CUT REGLET INTO EXIST. MASONRY AS REQD. TO ATTACH CAP AND BASE FLASHING (SEAL W/SILICONE)

AutoCAD SHX Text

SURFACE N 2

AutoCAD SHX Text

SURFACE EX 1

AutoCAD SHX Text

SURFACE N 3

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text AMS REAL ESTATE (FRED FRASSINELLI) FACADE REHABILITAION PROJECT 1126 MAIN STREET, BRIDGEPORT, CT

AutoCAD SHX Text

SITE WALL & VERTICAL SECTION DETAILS

AutoCAD SHX Text

KAD

AutoCAD SHX Text 210814

AutoCAD SHX Text

SD

AutoCAD SHX Text 50%%%

AutoCAD SHX Text

KAD

AutoCAD SHX Text 10/22/21

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text C:\OneDrive/001Kadarch\01Projects\2021\210814Frassinelli1126MainFacadeRehab\Dwgs\CDs\FrassinelliFacadeBaseDwg.Dwg

AutoCAD SHX Text

SITE WALL &

AutoCAD SHX Text AMS REAL ESTATE 1126 Main Street Bridgeport, CT Facade Rehab

AutoCAD SHX Text

SECTION THROUGH NEW PLANTER WALL & SIDEWALK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 10/22/21

AutoCAD SHX Text

DESIGN REVIEW/TEAM COMMENT

AutoCAD SHX Text

VERTICAL SECTIONS

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text

NEW VENEER STABILIZATION & EIFS BASE TERMINATION

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text

NEW EIFS CORNCE SHAPE (MATCH EXISTING PROFILE)

AutoCAD SHX Text

AutoCAD SHX Text

VENEER STABILIZATION @ BEAM POCKETS

AutoCAD SHX Text

AutoCAD SHX Text

SECTION AT EXISTING BRICK TO REMAIN

AutoCAD SHX Text

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

SECTION - TYPICAL STABILIZATION PLATE

AutoCAD SHX Text

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

SECTION - TRANSISTION SURFACE 2 TO 3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 01/03/22

AutoCAD SHX Text

TEAM COORDINATION REVIEW

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 03/16/22 at ta ch ed a nd

/o r a cc om pa ny in g de si gn s, p la ns , d et ai ls a nd s pe ci fic at io ns a re c on si de re d in st ru m en ts of w or k an d th er ef or e ar e ex cl us iv e pr op er ty o f K ev in

A . D av ig no n, w ho re se rv es th e rig ht to h av e th is w or k re pr od uc ed

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K ev in

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U se o f t hi s de si gn a nd /o r d oc um en ta tio n is p ro hi bi te d w ith ou t w rit te n co ns en t o f K ev in

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Drawing Title

Drawing No.

Project Information

A-303

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text 4 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

8 IN. GIRT STUD

AutoCAD SHX Text CONT. VERT. 3.5 IN. STUD @ 24" o/c (FULL HT.)

AutoCAD SHX Text

TYPICAL EIFS SYSTEM JOINT

AutoCAD SHX Text

VENEER STABILIZATION ANGLE (ABOVE)

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

SURFACE EX 3

AutoCAD SHX Text

SURFACE N 3

AutoCAD SHX Text

2.5 IN. METAL STUD

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text THICKEN EIFS INSUL. BOARD AS REQD. TO ACCOMMODATE WALL IRREGULARITY AND MAINTAIN CONT. FINISH AT SURFACE 3

AutoCAD SHX Text

MAY VARY

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SURFACE N 3

AutoCAD SHX Text

SURFACE EX 6

AutoCAD SHX Text

SURFACE EX 5

AutoCAD SHX Text

2.5 IN. METAL STUDS @ 16 IN. o/c

AutoCAD SHX Text

2.5 IN. METAL STUDS @ 16 IN. o/c

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SURFACE EX 2

AutoCAD SHX Text

SURFACE N 1

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

NEW EIFS

AutoCAD SHX Text

EXISTING FACADE EIFS

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STEEL STUDS @ 24 IN. o/c ATTACH TO WALL WITH " DIAM. 14" DIAM. TAPCON ANCHORS

AutoCAD SHX Text

LINE OF CORNICE SHAPE ABOVE - ALIGN WITH EXISTING TRIM/CORNICE

AutoCAD SHX Text

EXISTING TRIM/CORNICE APPROX. 17 FT ABOVE EXISTING SIDEWALK SURFACE

AutoCAD SHX Text

3.5 IN. STEEL STUDS ON 6 IN. STUDS - 24 IN. o/c BUILD UP TO ACCOMMODATE EXIST. WALL CONFIGURATIONS

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SURFACE N 2

AutoCAD SHX Text

SURFACE EX 3

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

EXISTING MULTI-WYTHE BRICK WALLS AND INTERIOR FRAMING TO REMAIN (N.I.C.)

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

2.5 IN. STEEL STUDS @ 16 IN. o/c ATTACH TO WALL WITH " DIAM. 14" DIAM. TAPCON ANCHORS

AutoCAD SHX Text

LINE OF CORNICE SHAPE ABOVE - ALIGN WITH EXISTING TRIM/CORNICE

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

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SURFACE EX 2

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SURFACE N 1

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NEW CONT. ALUMINUM CAP OVER APPROX. 16 INCH WALL THK.

AutoCAD SHX Text

12" THICK DENS GLASS GOLD SHEATHING OR EQUAL.

AutoCAD SHX Text 2 IN. STEEL STUDS @ 24 INCHES o/c

AutoCAD SHX Text 1 IN. EIFS INSUL. BD. AND FINISH ON " DENS 12" DENS GLASS SHEATHING (TYP.) UNLESS OTHERWISE NOTED

AutoCAD SHX Text

EXISTING MASONRY WALL CONST. TO REMAIN (VERIFY CONST. & DIMENSIONS IN FIELD).

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EXISTING ROOF FRAMING/STRUCTURE VERIFY IN FIELD

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NEW WOOD BLOCKING AS REQUIRED

AutoCAD SHX Text NEW FLASH/COUNTERFLASH AT EXISTING ROOF EDGE: - CUT / ROLL BACK EXIST. CUT / ROLL BACK EXIST. ROOFING AS REQD. TO INSTALL NEW CAP & BLKG. - PROVIDE NEW EPDM MEMBRANE PROVIDE NEW EPDM MEMBRANE FLASHING OVER BLKG. EXTEND DOWN TO ROOF DECK. - FIT EXISTING ROOFING UP AND FIT EXISTING ROOFING UP AND INTO NEW CAP OVER BLKG. - PROVIDE CANT AS REQD.PROVIDE CANT AS REQD.

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text AMS REAL ESTATE (FRED FRASSINELLI) FACADE REHABILITAION PROJECT 1126 MAIN STREET, BRIDGEPORT, CT

AutoCAD SHX Text

PLAN SECTION AND MISC. DETAILS

AutoCAD SHX Text

KAD

AutoCAD SHX Text 210814

AutoCAD SHX Text

SD

AutoCAD SHX Text 50%%%

AutoCAD SHX Text

KAD

AutoCAD SHX Text 10/22/21

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text C:\OneDrive/001Kadarch\01Projects\2021\210814Frassinelli1126MainFacadeRehab\Dwgs\CDs\FrassinelliFacadeBaseDwg.Dwg

AutoCAD SHX Text

PLAN SECTION

AutoCAD SHX Text AMS REAL ESTATE 1126 Main Street Bridgeport, CT Facade Rehab

AutoCAD SHX Text

PLAN DETAIL - SURFACE 2 TO SURFACE 3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 10/22/21

AutoCAD SHX Text

DESIGN REVIEW/TEAM COMMENT

AutoCAD SHX Text

AND MISC. DETAILS

AutoCAD SHX Text

PLAN DETAIL - NE CORNER (MIDDLE STREET)

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text

PLAN DETAIL - SURFACE 3 TO SURFACE 1

AutoCAD SHX Text

AutoCAD SHX Text

PLAN DETAIL - NW CORNER (MAIN STREET)

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 01/03/22

AutoCAD SHX Text

TEAM COORDINATION REVIEW

AutoCAD SHX Text

SECTION AT EXISTING ROOF (MIDDLE STREET)

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text 1 1/2"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 03/16/22