state university of new york
TRANSCRIPT
Purchase College STATE UNIVERSITY OF NEW YORK
735Anderson Hill Road
Purchase, NY 10577-1402
www.purchase.edu
Procurement Department IFB: Exterior Wall Framing Repairs for Commons Dorm Apartments K4-2, K4-5
Project SU-060821 Addendum #1 * August 19, 2021
To: Prospective Bidders No. of Pages: 9 pages
SUNY Purchase hereby issues this Addendum, dated 8/19/2021, for the above referenced IFB, in order to provide the following clarification:
Item 1:
SUNY Purchase received questions at the pre-bid meeting and via email. Answers with additional clarification and revised di·awings are provided on pages 2 - 9.
Please be sure to sign THIS ADDENDUM (as acknowledgment that your firm received it) and submit it ,vith your bid package, which is due Wednesday, September l•t at 2 pm.
Respectfully,
Sh�o�� Associate Director of Procurement and Accounts Payable
Acknowledgement of ADDENDUM #1
Signature Date
Typed printed name and title
Company name
Think Wide Open
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Issue Date: August 19, 2021
To: Prospective Bidders
From: Sayim Malik - Project Manager, Capital Facilities Planning Purchase College State University of New York 735 Anderson Hill Road Purchase, NY 10577-1402
State University of New York Purchase College 735 Anderson Hill Road Purchase, New York 10577-1402 Sheli Taylor, Associate Director of Procurement & Accounts Payable
Project: SU-060821 - Exterior Wall Framing Repairs for Commons Dorm Apartments K4-2, K4-5
Re: Addendum #1 – Additional Information & Clarifications
This memorandum is hereby issued and hereby published on Purchase College Website on August 19, 2021. Except as modified herein, the project specifications remain unmodified. This Addendum forms a part of the Bidding Documents and hereby is incorporated into the Contract Documents.
1. Question: Specification section 07132.3 is for bituminous waterproofing. The contract drawings
call for Tyvek Homewrap. Please confirm this is an erroneous specification section.
Answer: Follow the specified work shown in the contract drawings, which calls for Tyvek.
2. Question: Specification division 8 has specifications for doors, frames, hardware, and glazing. These items are not called for in the drawings. Please confirm per the site visit the specification are for any potential change order work and not for base bid scope. Answer: follow the contract drawings
Answer: Follow the specified work shown in the contract drawings, which shows no doors in the subject restoration area.
3. Question: Specification section 09511 Calls for acoustic panel ceiling. The drawings only show
gypsum ceilings. Please confirm per the site visit the specification are for any potential change order work and not for base bid scope.
Answer: Follow the specified work shown in the contract drawings, which shows to supply 1/2- inch fire resistant gypsum board to be used on the ceilings of the subject restoration areas.
4. Question: Specification section 09545 exterior soffits and cladding system. This product looks to
only go under the existing exterior corridor between units. No work is currently shown in this location on the drawings. Please confirm per the site visit the specification are for any potential change order work and not for base bid scope. Answer: Follow the specified work shown in the contract drawings, which does not show use
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soffit cladding required in the specified Dormitory Apartment’s restoration area.
5. Question: There are two specification sections for rough carpentry with slightly different requirements (06100 and 06105). Specifically, one specification is requiring FSC wood and LEED documentation. The other specification does not have these requirements for some of the same components. Please confirm which is correct.
Answer: Follow the specified work shown in the contract drawings, which does not require the use of fire- rated wood, nor the submittal of LEED documentation.
6. Question: Other specifications have required LEED documentation; however, this is not a LEED
certified project. Are the LEED submittals required?
Answer: Follow the specified work shown in the contract drawings, which does not require LEED documentation submittals.
7. Question: There is a specification for finish woodwork which includes cabinets and notes on S1
about restoring closet shelving. This scope is not indicated anywhere else on the documents. Other than window trim at salvaged windows is there any other millwork or casework requirements?
Answer: Follow the specified work shown in the contract drawings, which does not have any locations of shelving in the current area to be restored.
8. Question: The drawings do not show any roofing work to take place. There is a specification for
EPDM roofing (07532.3). First is there any roofing replacement expected as part of the base bid. If so, how far from the roof edge should be replaced? Also, the existing roof is a shingle roof not EPDM. If roofing is required to be replaced, please provide shingle, water shield, and drip edge specifications.
Answer: Follow the specified work shown in the contract drawings, which do not show any affected roofing. That’s not to say once the gutter on the front wall is removed and the drip edge could be pulled back, that there won’t be some areas of damages.
9. Question: Specifications reference asbestos procedures, however, there are no hazardous material
reports or abatement drawings in the bid document. Is asbestos expected on this project? If not, is the owner providing a report confirming no asbestos or should the successful GC include a hazardous material survey in their proposal?
Answer: Follow the specified work shown in the contract drawings, there is no known asbestos in the subject restoration area.
10. Question: The following materials are called out to match existing: VCT floor, Carpet, Siding.
Please provide a manufacturer and color to match or confirm if Facilities will be providing materials from existing attic stock for use on this project.
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Answer: Follow the Contract Drawing, Revision 1, dated 8.19.21, which shows the removal and replacement in kind of the existing carpet in all four (4) bedrooms on the 1st and 2nd floors.
11. Question: Upon inspection of the site, there was at least one water pipe in the exterior wall, and
one sprinkler head in each room that may be affected by shoring and demolition. Do you have any MEP as-builts to see the extent of piping that will need to be protected and or replaced?
Answer: There are no available as-built MEP drawings to provide Bidders.
12. Question: Upon inspection of the site, each room had a radiator and cover on the exterior wall. There appeared to be damage to at least the cover if not the radiator and piping. This will probably have to be replaced during the construction process. Can you provide a unit model or specification for replacement materials?
Answer: Follow the Contract Drawing, Revision 1, dated 8.19.21, which shows the removal and reinstallation of the existing electric baseboard heaters at four locations along the front wall. This incidental work is included in the lump-sum cost of the project. The damaged cover is an aesthetic issue, doesn’t affect the radiator’s operations.
13. Question: Specification section 06105 references Section 313116 “Termite Control”. This
specification section is not provided. Do the new exterior wall base plates require termite shield?
Answer: If there are existing termite shields, reuse them, if not, the whole building was constructed without termite shields, and proceed without replacing them. If the termite shield is damaged replace in kind. The cost of this item is to be included in the lump-sum bid for the project.
14. Question: Specification section 06160 – Sheathing gives a specification for pressure treated
plywood were called out and fire treated plywood where called out. The drawings only call for CDX Plywood without reference to fire or pressure treated plywood. Does the ply have to be fire rated, pressure treated, or neither?
Answer: Follow the specified work shown in the contract drawings, which do not indicate using pressure treated plywood, and/or fire treated plywood.
15. Question: Drawings call for half inch fire rated sheetrock, is it type X or type C
Answer: Either are acceptable.
16. Question: Are there existing bolts in the concrete that we can utilize to install the new sill plate? If not, should the new sill plates be strapped down or anchored?
Answer: For replacing existing sill plate, unscrew the nuts off the existing anchor bolts, replace in kind, if unable to unscrew nuts off the existing anchor bolts, or if the existing anchor bolts are rusted, damaged, and/or /improperly installed. Cost of anchor bolt replacement shall be included in the lump-sum bid for the project. As general comment, the project is being conducted for life safety work, and the contract drawings do not show every screw, nail, fastener, nut, and other miscellaneous items of work necessary to conduct the front wall replacement. If there is any work not explicitly shown in order to execute the front wall replacement, it shall be included in
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the lump sum bid for the project, unless it’s clearly outside the scope of the restoration area. As such, baseboard radiators, the light fixtures, receptacles, sprinkler heads, junction boxes, replacing the existing carpet in-kind in the four (4) bedrooms, is included in the and the like miscellaneous items of work as part of the lump-sum bid for the project.
END OF ADDENDUM NO. ONE
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GENERAL NOTES:
ENGINEER'S REQUIRED INSPECTIONS
DESIGN LOADS:
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DEMOLITION NOTES:
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GYPSUM WALL & CEILING FINISHES:
PAINTING:
CARPENTRY:
FINISH CARPENTRY:
MAX. DEFLECTION FORSTRUCTURAL MEMBERS
THERMAL & MOISTURE PROTECTION:
ELECTRICAL NOTES:
S-1 of 4
Offices of Facilities Management
PURCHASECOLLEGESTATE UNIVERSITY OF NEW YORK
735 Anderson Hill Road, Purchase New York 10577-1400www.purchase.edu/facilities
DRAWING NUMBER:
Scale: Date: 06.30.2021
Project Number: SU-060821 1/4" = 1'-0"
Project Name:
DRAWING TITLE:
CONSULTING ENGINEERS:
ENGINEER OF RECORD SEAL:
GRIGG & DAVIS ENGINEERS, P.C.21 Crossway - Scarsdale, NY 10583
Tel: (914) 725-5095 | Fax (914) 725-7986URL: www.gdengineers.net
e-mail: [email protected]
Louise J. Grigg, PE
DATE REV. # ISSUE FOR:
06.30.2021 ISSUED FOR BIDDING
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AutoCAD SHX Text
FIRST FLOOR (Existing): DEAD LOAD, WOOD/TILE FINISH: 15.0 psf/21.0 psf 15.0 psf/21.0 psf LIVE LOAD: 40.0 psf 40.0 psf SECOND FLOOR (Existing): DEAD LOAD, WOOD/TILE FINISH: 15.0 psf/21.0 psf 15.0 psf/21.0 psf LIVE LOAD: 40.0 psf 40.0 psf ROOF DEAD LOAD: 15.0 psf 15.0 psf SNOW LOAD: 30 psf + DRIFT PER ASCE 7-16
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1. ALL WORK SHALL CONFORM TO THE "2020 BUILDING CODE OF NEW YORK STATE" AND ALL LOCAL BUILDING CODES, LATEST EDITIONS. ALL WORK SHALL CONFORM TO THE "2020 BUILDING CODE OF NEW YORK STATE" AND ALL LOCAL BUILDING CODES, LATEST EDITIONS. 2. ALL WORK SHALL ALSO CONFORM TO THE NYS-SED REQUIREMENTS & SPECIFICATIONS. ALL WORK SHALL ALSO CONFORM TO THE NYS-SED REQUIREMENTS & SPECIFICATIONS. 3. THE CONTRACTOR SHALL NOT SUBSTITUTE ANY MATERIAL SPECIFIED WITHOUT ENGINEER'S & OWNERS' PRIOR APPROVAL. THE CONTRACTOR SHALL NOT SUBSTITUTE ANY MATERIAL SPECIFIED WITHOUT ENGINEER'S & OWNERS' PRIOR APPROVAL. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, TECHNIQUES, SEQUENCES, AND METHODS OF CONSTRUCTION UNLESS SPECIFIC THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, TECHNIQUES, SEQUENCES, AND METHODS OF CONSTRUCTION UNLESS SPECIFIC DIRECTIONS HAVE BEEN PROVIDED. 5. PRIOR TO THE START OF WORK, THE CONTRACTOR VERIFY THE FOLLOWING: PRIOR TO THE START OF WORK, THE CONTRACTOR VERIFY THE FOLLOWING: - ALL DIMENSIONS AND ELEVATIONS, - THE EXISTING CONDITIONS, - DETERMINE ANY SITE OR BUILDING RESTRICTIONS. - REPORT ANY DEFICIENCIES TO THE ENGINEER. 6. THE CONTRACTOR SHALL CONTINUOUSLY PROTECT THE EXISTING STRUCTURE DURING THE COURSE OF WORK. THIS PROTECTION SHALL REMAIN IN THE CONTRACTOR SHALL CONTINUOUSLY PROTECT THE EXISTING STRUCTURE DURING THE COURSE OF WORK. THIS PROTECTION SHALL REMAIN IN PLACE UNTIL ALL WORK IN A GIVEN AREA IS COMPLETED. IF ANY DAMAGE TO THE EXISTING STRUCTURE OCCURS IT SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT CHARGE TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, PROTECTING, AND WAREHOUSING ALL MATERIALS NEEDED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, PROTECTING, AND WAREHOUSING ALL MATERIALS NEEDED FOR THE PROJECT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AT THE JOB SITE, INCLUDING THE EFFECT CONSTRUCTION PROCEDURES MAY HAVE ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AT THE JOB SITE, INCLUDING THE EFFECT CONSTRUCTION PROCEDURES MAY HAVE ON PROPERTY AND PERSONS AT THE JOB SITE. 9. THE CONTRACTOR SHALL MAINTAIN CLEAN AND SAFE WORKING CONDITIONS. HE SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS. THE CONTRACTOR SHALL MAINTAIN CLEAN AND SAFE WORKING CONDITIONS. HE SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THEY CANNOT COMPLY WITH ANY NOTES ON THIS DRAWING OR IF THERE IS A THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THEY CANNOT COMPLY WITH ANY NOTES ON THIS DRAWING OR IF THERE IS A CONFLICT. 11. THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS ON THE JOBSITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS ON THE JOBSITE DURING ALL PHASES OF CONSTRUCTION. 12. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK FOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK FOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT THE OWNERS' WRITTEN AUTHORIZATION. 13. ALL NEW WORK SHALL MATCH THE EXISTING FINISHES AS CLOSELY AS POSSIBLE. ALL NEW WORK SHALL MATCH THE EXISTING FINISHES AS CLOSELY AS POSSIBLE. 14. THE CONTRACTOR SHALL PARK THEIR VEHICLES AT LOCATIONS DIRECTED BY THE OWNER (SUNY-PURCHASE COLLEGE). THE CONTRACTOR SHALL PARK THEIR VEHICLES AT LOCATIONS DIRECTED BY THE OWNER (SUNY-PURCHASE COLLEGE). 15. CONTRACTOR PERSONAL SHALL HAVE PROTECTIVE GEAR IN COMPLIANCE WITH OSHA REGULATIONS INCLUDING THE FOLLOWING: SAFETY VESTS, CONTRACTOR PERSONAL SHALL HAVE PROTECTIVE GEAR IN COMPLIANCE WITH OSHA REGULATIONS INCLUDING THE FOLLOWING: SAFETY VESTS, HARD-HATS, HARD-SOLED WORK BOOTS, PROTECTIVE EYEWEAR, PROTECTIVE FACE MASKS, AND SUCH FORTH. 16. CONTRACTOR'S WORKFORCE SHALL NOT SMOKE ON SCHOOL PREMISES, NOR CONSUME ANY ALCOHOLIC BEVERAGES. CONTRACTOR'S WORKFORCE SHALL NOT SMOKE ON SCHOOL PREMISES, NOR CONSUME ANY ALCOHOLIC BEVERAGES. 17. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS TO MAINTAIN TEMPORARY ELECTRIC, LIGHTING, AND WATER DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS TO MAINTAIN TEMPORARY ELECTRIC, LIGHTING, AND WATER DURING CONSTRUCTION. 18. GUARANTEE: ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS SHALL BE GUARANTEED AGAINST DETECTS OR MATERIALS AND WORKMANSHIP FOR GUARANTEE: ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS SHALL BE GUARANTEED AGAINST DETECTS OR MATERIALS AND WORKMANSHIP FOR THE PERIOD SPECIFIED BY THE MANUFACTURER OR ONE YEAR. WHICHEVER IS LONGER, FROM THE DATE OF OCCUPANCY. 19. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FIRE EXITS AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FIRE EXITS AT ALL TIMES. 20. THE CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF ALL SUBCONTRACTORS TO BE USED ON THIS PROJECT. THE CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF ALL SUBCONTRACTORS TO BE USED ON THIS PROJECT. 21. THE CONTRACTOR IS REQUIRED TO HAVE A COMPETENT SUPERINTENDENT ON THE SITE WHEN WORK IS IN PROGRESS. THE CONTRACTOR IS REQUIRED TO HAVE A COMPETENT SUPERINTENDENT ON THE SITE WHEN WORK IS IN PROGRESS. 22. THE CONTRACTOR SHALL BE COMPETENTLY REPRESENTED AT EVERY WEEKLY JOB MEETING. THE SCHEDULING OF THESE WEEKLY JOB MEETINGS THE CONTRACTOR SHALL BE COMPETENTLY REPRESENTED AT EVERY WEEKLY JOB MEETING. THE SCHEDULING OF THESE WEEKLY JOB MEETINGS SHALL BE JOINTLY AGREED UPON AT THE BEGINNING OF CONSTRUCTION. 23. THE FINISHED JOB SHALL BE DELIVERED IN A FINISHED AND CLEAN MANNER. INCLUDING POLISHING COUNTERTOPS, AND CLEANING WINDOWS AND THE FINISHED JOB SHALL BE DELIVERED IN A FINISHED AND CLEAN MANNER. INCLUDING POLISHING COUNTERTOPS, AND CLEANING WINDOWS AND FLOORS. 24. OWNER SHALL PAY FOR ALL SURVEYOR AND BUILDING PERMIT FEES. OWNER SHALL PAY FOR ALL SURVEYOR AND BUILDING PERMIT FEES. 25. DO NOT SCALE DRAWINGS. DO NOT SCALE DRAWINGS. 26. PROTECT ALL EXISTING CONDITIONS DURING CONSTRUCTION. IF DAMAGED, RESTORE & REPLACE AT NO EXPENSE TO "STATE UNIVERSITY OF NEW PROTECT ALL EXISTING CONDITIONS DURING CONSTRUCTION. IF DAMAGED, RESTORE & REPLACE AT NO EXPENSE TO "STATE UNIVERSITY OF NEW YORK - PURCHASE COLLEGE" HEREIN KNOWN AS THE OWNER. 27. THE CONTRACTOR SHALL PROVIDE EVIDENCE OF WORKMAN'S COMPENSATION, GENERAL LIABILITY AND DISABILITY INSURANCE IN FORCE PRIOR TO THE CONTRACTOR SHALL PROVIDE EVIDENCE OF WORKMAN'S COMPENSATION, GENERAL LIABILITY AND DISABILITY INSURANCE IN FORCE PRIOR TO COMMENCING WORK, AND NAMING OF THE OWNER AS ADDITIONALLY INSURED.. 28. THOSE ITEMS NOT SPECIFIED ON THE DRAWINGS, BUT IMPLIED AS NECESSARY AS PART OF THE WORK SHALL BE CONSIDERED A PART THEREOF. THOSE ITEMS NOT SPECIFIED ON THE DRAWINGS, BUT IMPLIED AS NECESSARY AS PART OF THE WORK SHALL BE CONSIDERED A PART THEREOF. 29. ALL WORK IS TO BE PERFORMED BY MECHANICS SKILLED IN THEIR TRADE. ALL WORK IS TO BE PERFORMED BY MECHANICS SKILLED IN THEIR TRADE. 30. THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION BIDDING & PRICING. UPON AWARD, AND PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL BE THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION BIDDING & PRICING. UPON AWARD, AND PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL BE ISSUED A FINAL, STAMPED SET OF APPROVED CONSTRUCTION DOCUMENTS. 31. THE CONTRACTOR SHALL ERECT A 10'-0" LONG SIDEWALK BRIDGE. THE CONTRACTOR SHALL ALSO ERECT A 6' HIGH CHAIN LINK CONSTRUCTION THE CONTRACTOR SHALL ERECT A 10'-0" LONG SIDEWALK BRIDGE. THE CONTRACTOR SHALL ALSO ERECT A 6' HIGH CHAIN LINK CONSTRUCTION FENCE AROUND THE WORK AREA AS SHOWN AND LOCATE ALL EQUIPMENT NEEDED TO CONDUCT THE PROJECT WITHIN THIS WORK AREA INCLUDING - THE DECON UNIT (ASBESTOS ABATEMENT), DUMPSTERS, LADDERS, NEW MATERIALS. 32. SHOULD INTERFERENCES OCCUR DUE TO UNFORESEEN CONDITIONS, CALL ENGINEER TO PREPARE ALTERNATE DETAILS. SHOULD INTERFERENCES OCCUR DUE TO UNFORESEEN CONDITIONS, CALL ENGINEER TO PREPARE ALTERNATE DETAILS. 33. IMPLEMENTING JOB SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. IMPLEMENTING JOB SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 34. THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL EXISTING CONDITIONS. 35. THE CONTRACTOR IS TO MATCH EXISTING CONDITIONS, WHICH SHALL NOT BE KNOWN FULLY UNTIL THE REAR WALL IS STRIPPED AND EXPOSED. THE CONTRACTOR IS TO MATCH EXISTING CONDITIONS, WHICH SHALL NOT BE KNOWN FULLY UNTIL THE REAR WALL IS STRIPPED AND EXPOSED. FURTHER, THE EXTENT OF DETERIORATION OF THE REAR WALL WARRANTING REPLACEMENT SHALL NOT BE KNOWN UNTIL THE FINISHES ARE REMOVED. THE FINISHES CANNOT BE SAFELY REMOVED PRIOR TO INSTALLING ROOF TRUSS SHORING SYSTEM AND THE 2ND FLOOR TRUSS SHORING SYSTEM.
AutoCAD SHX Text
1. WORK AREA ENCLOSURE AND SIDEWALK BRIDGE. WORK AREA ENCLOSURE AND SIDEWALK BRIDGE. 2. TEMPORARY BUILDING SHORING. TEMPORARY BUILDING SHORING. 3. NEW WALL FRAMING PRIOR TO 5/8" PLYWOOD SHEATHING NEW WALL FRAMING PRIOR TO 5/8" PLYWOOD SHEATHING INSTALLATION. 4. INSULATION. INSULATION. 5. FINAL INSPECTION. FINAL INSPECTION. PROVIDE MINIMUM OF 24 HOUR ADVANCE NOTICE.
AutoCAD SHX Text
1. DEMOLITION: ALL DEBRIS REMOVAL AND ABATEMENT TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE, FEDERAL & OSHA DEMOLITION: ALL DEBRIS REMOVAL AND ABATEMENT TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE, FEDERAL & OSHA GUIDELINES & LAWS. THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE BUILDING AT ALL TIMES. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR ANY UNFORESEEN PROBLEMS. THE CONTRACTOR THAT PROTECT THE BUILDING DURING DEMOLITION. DEBRIS CHUTES SHALL BE INSTALLED AS PER CODES. 2. REMOVE ALL CONSTRUCTION AS NECESSARY IN ORDER THAT THE NEW WORK CAN BE PERFORMED. REMOVE ALL CONSTRUCTION AS NECESSARY IN ORDER THAT THE NEW WORK CAN BE PERFORMED. 3. ALL MECHANICAL AND ELECTRICAL REMOVALS, ABOVE AND UNDERGROUND, SHALL BE HANDLED IN AN APPROVED MANNER AND ALL LINES ALL MECHANICAL AND ELECTRICAL REMOVALS, ABOVE AND UNDERGROUND, SHALL BE HANDLED IN AN APPROVED MANNER AND ALL LINES SHALL BE TERMINATED IN AN APPROVED MANNER. 4. DEMOLISH ITEMS AS INDICATED ON DRAWINGS. DEMOLISH ITEMS AS INDICATED ON DRAWINGS. 5. STANDARDS: EXCEPT AS MODIFIED BY GOVERNING CODES, COMPLY WITH THE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF STANDARDS: EXCEPT AS MODIFIED BY GOVERNING CODES, COMPLY WITH THE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF THE “AMERICAN STANDARD SAFETY CODE FOR BUILDING CONSTRUCTION” (ANSI A10.2) AND “SAFETY REQUIREMENTS FOR AMERICAN STANDARD SAFETY CODE FOR BUILDING CONSTRUCTION” (ANSI A10.2) AND “SAFETY REQUIREMENTS FOR (ANSI A10.2) AND “SAFETY REQUIREMENTS FOR SAFETY REQUIREMENTS FOR DEMOLITION” (ANSI A10.6). (ANSI A10.6). 6. PRIOR TO COMMENCING DEMOLITION, CONTRACTOR SHALL MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY TO PRIOR TO COMMENCING DEMOLITION, CONTRACTOR SHALL MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY TO ASCERTAIN REQUIRED PROTECTION MEASURES AND DEMOLITION SEQUENCING. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE DESIGNATED TO REMAIN CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE DESIGNATED TO REMAIN WHERE DEMOLITION AND REMOVAL WORK IS BEING DONE, CONNECTIONS MADE, MATERIALS HANDLED, OR EQUIPMENT MOVED. 8. REMOVE ALL MATERIALS, EQUIPMENT AND APPURTENANCES NOT REQUIRED IN THE FINISHED PROJECT. REMOVE ALL MATERIALS, EQUIPMENT AND APPURTENANCES NOT REQUIRED IN THE FINISHED PROJECT. 9. ALL MATERIALS ARE TO BE REMOVED FROM THE SITE PROMPTLY AND DISPOSED OF LEGALLY. ALL MATERIALS ARE TO BE REMOVED FROM THE SITE PROMPTLY AND DISPOSED OF LEGALLY. 10. DISCONNECT, PLUG OR CAP ALL UTILITIES AND SERVICES TO BE DISCONTINUED BEFORE COMMENCING DEMOLITION. DISCONNECT, PLUG OR CAP ALL UTILITIES AND SERVICES TO BE DISCONTINUED BEFORE COMMENCING DEMOLITION. 11. REPLACE OR REPAIR ANY DAMAGED OR BROKEN DOORS AND GLAZING WHICH ARE TO REMAIN. REPLACE OR REPAIR ANY DAMAGED OR BROKEN DOORS AND GLAZING WHICH ARE TO REMAIN. 12. SCOPE OF WORK SHALL BE LIMITED TO WITHIN WORK AREA AND SHALL NOT INTERFERE WITH THE OCCUPANTS OF THE BUILDING. SCOPE OF WORK SHALL BE LIMITED TO WITHIN WORK AREA AND SHALL NOT INTERFERE WITH THE OCCUPANTS OF THE BUILDING. 13. KEEP DUST AND DEBRIS TO A MINIMUM. PROVIDE AND MAINTAIN DUST-PROOF BARRIER THROUGHOUT THE PROJECT. KEEP DUST AND DEBRIS TO A MINIMUM. PROVIDE AND MAINTAIN DUST-PROOF BARRIER THROUGHOUT THE PROJECT. 14. THE CONTRACTOR SHALL PROTECT THE BUILDING PREMISES AND ALL OCCUPANTS FROM THE PROJECT SITE. THE CONTRACTOR THE CONTRACTOR SHALL PROTECT THE BUILDING PREMISES AND ALL OCCUPANTS FROM THE PROJECT SITE. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY COVERINGS, BOARDS, TEMPORARY PARTITIONS AND DOORS AS REQUIRED TO PROTECT EXISTING WORK AND FINISHES TO REMAIN AT THE JOBSITE AND ALL AREAS OF THE BUILDING EFFECTED BY THE CONSTRUCTION. 15. CONTRACTOR SHALL MAINTAIN CONSTRUCTION PREMISES IN A BROOM CLEAN CONDITION AT THE END OF EACH WORK DAY. CONTRACTOR SHALL MAINTAIN CONSTRUCTION PREMISES IN A BROOM CLEAN CONDITION AT THE END OF EACH WORK DAY. 16. MAKE SUCH EXPLORATIONS, AND PROBES AS REQUIRED TO ASCERTAIN ANY NECESSARY PROTECTIVE MEASURES BEFORE MAKE SUCH EXPLORATIONS, AND PROBES AS REQUIRED TO ASCERTAIN ANY NECESSARY PROTECTIVE MEASURES BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVALS. GIVE PARTICULAR ATTENTION TO SHORING AND BRACING REQUIREMENTS SO AS TO PREVENT ANY DAMAGE TO OCCUPANTS, WORKERS AND TO THE EXISTING PREMISES. 17. PROVIDE AND MAINTAIN WEATHER PROTECTION AT EXTERIOR OPENINGS SO AS TO FULLY PROTECT THE INTERIOR PREMISES PROVIDE AND MAINTAIN WEATHER PROTECTION AT EXTERIOR OPENINGS SO AS TO FULLY PROTECT THE INTERIOR PREMISES AGAINST DAMAGE FROM THE ELEMENTS UNTIL SUCH OPENINGS ARE CLOSED BY NEW CONSTRUCTION. 18. BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS BY REASON OF THE INSUFFICIENCY OF BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS BY REASON OF THE INSUFFICIENCY OF PROTECTION PROVIDED. RESTORE FINISHED WORK DISTURBED BY THIS SCOPE OF WORK. 19. COVER OPENINGS TO OTHER AREAS WITH PLYWOOD AND TAPE, OR SIMILAR, TO PREVENT DIRT AND DUST FROM SPREADING COVER OPENINGS TO OTHER AREAS WITH PLYWOOD AND TAPE, OR SIMILAR, TO PREVENT DIRT AND DUST FROM SPREADING BEYOND THE WORK AREA, THE COVERED OPENINGS ARE TO REMAIN SEALED THROUGHOUT DEMOLITION AND IF POSSIBLE, ALL CONSTRUCTION. 20. PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH LOCAL & STATE FIRE DEPARTMENT & BUILDING CODE REGULATIONS PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH LOCAL & STATE FIRE DEPARTMENT & BUILDING CODE REGULATIONS & HOMEOWNER INSURANCE REQUIREMENTS. 21. PROVIDE NEW OPENINGS AS REQ'D IN BUILDING EXTERIOR FOR ACCESS WINDOWS AND MECHANICAL SYSTEMS. PROVIDE NEW OPENINGS AS REQ'D IN BUILDING EXTERIOR FOR ACCESS WINDOWS AND MECHANICAL SYSTEMS. 22. PROVIDE SECURE COVERINGS AT EXTERIOR OPENINGS TO PREVENT ACCESS INTO HOUSE. PROVIDE SECURE COVERINGS AT EXTERIOR OPENINGS TO PREVENT ACCESS INTO HOUSE. 23. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURE, FIXTURES AND FITTINGS, CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURE, FIXTURES AND FITTINGS, APPURTENANCES, OR CONTENTS IF DEEMED RESULTANT OF CONTRACTOR'S OPERATIONS. 24. NECESSARY PRECAUTIONS WILL BE TAKEN TO PREVENT DUST AND DIRT FROM RISING BY WETTING DEMOLISHED MASONRY, NECESSARY PRECAUTIONS WILL BE TAKEN TO PREVENT DUST AND DIRT FROM RISING BY WETTING DEMOLISHED MASONRY, CONCRETE, PLASTER AND SIMILAR DEBRIS; DUST WILL BE CONTROLLED WITH GREEN SWEEPING COMPOUND. 25. DUST-PROOF PARTITIONS OR BARRIERS WILL BE ERECTED TO PREVENT THE SPREAD OF DUST TO UNALTERED OR COMPLETED DUST-PROOF PARTITIONS OR BARRIERS WILL BE ERECTED TO PREVENT THE SPREAD OF DUST TO UNALTERED OR COMPLETED PORTIONS OF THE PROJECT AREA. 26. WHERE EXISTING WALLS AND CEILINGS ARE TO REMAIN, EDGES OF EXISTING MATERIALS WILL BE LEFT NEAT, SHARP, AND FIRMLY WHERE EXISTING WALLS AND CEILINGS ARE TO REMAIN, EDGES OF EXISTING MATERIALS WILL BE LEFT NEAT, SHARP, AND FIRMLY IN PLACE SO THAT NEW MATERIALS CAN BE PROPERLY AND NEATLY ADJOINED TO OLD. 27. ALL PARTITIONS, CEILINGS, FLOORS, DOORS, FRAMES, HARDWARE, LIGHTING FIXTURES NOT INDICATED ON DRAWINGS AS EITHER ALL PARTITIONS, CEILINGS, FLOORS, DOORS, FRAMES, HARDWARE, LIGHTING FIXTURES NOT INDICATED ON DRAWINGS AS EITHER NEW OR EXISTING TO REMAIN SHALL BE DEMOLISHED. 28. CONTRACTOR SHALL PERFORM ALL CUTTING, INCLUDING CHASES, AS REQUIRED FOR PLUMBING, ELECTRICAL, MECHANICAL AND CONTRACTOR SHALL PERFORM ALL CUTTING, INCLUDING CHASES, AS REQUIRED FOR PLUMBING, ELECTRICAL, MECHANICAL AND STRUCTURAL WORK.9. ALL ITEMS SPECIFICALLY DESIGNATED FOR REUSE, BUT DAMAGED IN THE COURSE OF WORK PERFORMED BY THE CONTRACTOR SHALL BE REPLACED BY ITEMS OF EQUAL QUALITY AND APPEARANCE AT NO EXPENSE TO THE OWNER. 29. CLEAN UP: PREMISES SHALL BE LEFT CLEAN OF DEBRIS AND IN BROOM CLEAN CONDITION. ADJACENT PLACES SHALL BE CLEAN UP: PREMISES SHALL BE LEFT CLEAN OF DEBRIS AND IN BROOM CLEAN CONDITION. ADJACENT PLACES SHALL BE THOROUGHLY CLEANED. ALL ITEMS DESIGNATED TO BE SAVED WILL BE STORED AND COVERED IN DESIGNATED AREA TO BE DETERMINED. 30. ASBESTOS REMOVAL: DISPOSAL AND CONTAINMENT OF ANY MATERIALS FOUND SHALL BE IN ACCORDANCE WITH NEW YORK STATE ASBESTOS REMOVAL: DISPOSAL AND CONTAINMENT OF ANY MATERIALS FOUND SHALL BE IN ACCORDANCE WITH NEW YORK STATE AND LOCAL REGULATIONS.
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1. THE CONTRACTOR SHALL NOT PROVIDE WORK WHICH DEVIATES FROM THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOT PROVIDE WORK WHICH DEVIATES FROM THE CONTRACT DOCUMENTS UNLESS THE ALTERNATE CONSTRUCTION HAS BEEN APPROVED BY THE ENGINEER. FOR APPROVAL OF ALTERNATE CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER, WHICH SHOW THAT THE ALTERNATE CONSTRUCTION SATISFIES ALL APPLICABLE CODES. 2. FRAMING LUMBER SHALL BE #2 OR BETTER GRADE, DOUGLAS FIR OR SOUTHERN YELLOW PINE. FRAMING LUMBER SHALL BE #2 OR BETTER GRADE, DOUGLAS FIR OR SOUTHERN YELLOW PINE. 3. FRAMING LUMBER AND SHEATHING SHALL BE CLEARLY MARKED WITH A GRADE STAMP. FRAMING LUMBER AND SHEATHING SHALL BE CLEARLY MARKED WITH A GRADE STAMP. 4. LVL MEMBERS SHALL BE 2.0E MICRO-LAM LVL AS MANUFACTURED BY TRUS JOIST MACMILLAN IN LVL MEMBERS SHALL BE 2.0E MICRO-LAM LVL AS MANUFACTURED BY TRUS JOIST MACMILLAN IN SIZES INDICATED ON DRAWINGS. 5. MOISTURE CONTENT OF FRAMING LUMBER SHALL BE 19% OR LESS ON DELIVERY. PROTECT FROM MOISTURE CONTENT OF FRAMING LUMBER SHALL BE 19% OR LESS ON DELIVERY. PROTECT FROM THE WEATHER UNTIL INSTALLED. 6. ALL INTERIOR WALL PARTITIONS ARE TO BE 2 X 4 STUDS @ 16” O.C. UNLESS OTHERWISE NOTED. ALL INTERIOR WALL PARTITIONS ARE TO BE 2 X 4 STUDS @ 16” O.C. UNLESS OTHERWISE NOTED. O.C. UNLESS OTHERWISE NOTED. 7. ALL EXTERIOR WALLS/BEARING WALLS ARE TO BE 2 X 6 STUDS @ 16” O.C. UNLESS OTHERWISE ALL EXTERIOR WALLS/BEARING WALLS ARE TO BE 2 X 6 STUDS @ 16” O.C. UNLESS OTHERWISE O.C. UNLESS OTHERWISE NOTED. 8. EXTERIOR WALL SHEATHING TO BE 5/8” CDX PLYWOOD. EXTERIOR WALL SHEATHING TO BE 5/8” CDX PLYWOOD. CDX PLYWOOD. 9. ROOF SHEATHING IF REQUIRED TO BE 3/4” CDX PLYWOOD. ROOF SHEATHING IF REQUIRED TO BE 3/4” CDX PLYWOOD. CDX PLYWOOD. 10. FLOOR SHEATHING SHALL BE 3/4” PLYWOOD, TONGUE & GROOVE. SCREW & GLUES TO JOISTS. FLOOR SHEATHING SHALL BE 3/4” PLYWOOD, TONGUE & GROOVE. SCREW & GLUES TO JOISTS. PLYWOOD, TONGUE & GROOVE. SCREW & GLUES TO JOISTS. 11. ALL HEADERS OVER OPENINGS IN INTERIOR AND EXTERIOR BEARING WALLS TO BE (2) 2 X10'S IN 2 ALL HEADERS OVER OPENINGS IN INTERIOR AND EXTERIOR BEARING WALLS TO BE (2) 2 X10'S IN 2 X 4 WALLS & (3) 2 X10'S IN 2 X6 WALLS UNLESS NOTED OTHERWISE ON DRAWINGS. 12. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FLOOR JOIST. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FLOOR JOIST. 13. PROVIDE FIRE BLOCKING AS REQUIRED BY BUILDING CODE. PROVIDE FIRE BLOCKING AS REQUIRED BY BUILDING CODE. 14. BLOCK SOLID TO BEARING UNDER ALL HEADERS, BEAMS AND GIRDERS. BLOCK SOLID TO BEARING UNDER ALL HEADERS, BEAMS AND GIRDERS. 15. USE TECO OR SIMPSON JOIST HANGERS AT ALL FLUSH FRAMING CONDITIONS. USE TECO OR SIMPSON JOIST HANGERS AT ALL FLUSH FRAMING CONDITIONS. 16. PROVIDE BRIDGING AT MID SPAN (MAX 8' - 0') BETWEEN ALL JOISTS. PROVIDE BRIDGING AT MID SPAN (MAX 8' - 0') BETWEEN ALL JOISTS. 17. MANUFACTURED LUMBER TO BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. MANUFACTURED LUMBER TO BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. 18. DOUBLE FRAME AROUND ALL ROOF & FLOOR OPENINGS, UNLESS NOTED OTHERWISE ON DRAWINGS. DOUBLE FRAME AROUND ALL ROOF & FLOOR OPENINGS, UNLESS NOTED OTHERWISE ON DRAWINGS. 19. PROVIDE DOUBLE JACK STUDS FOR OPENINGS OVER 6'0”. PROVIDE DOUBLE JACK STUDS FOR OPENINGS OVER 6'0”. . 20. PROVIDE TYVEK HOUSE WRAP BY DUPONT AS EXTERIOR VAPOR BARRIER OR EQUAL.. PROVIDE TYVEK HOUSE WRAP BY DUPONT AS EXTERIOR VAPOR BARRIER OR EQUAL.. 21. CAULK TO PAINTABLE SILICONE WHITE. CAULK TO PAINTABLE SILICONE WHITE. 22. EXTERIOR WINDOW FRAMES, CASINGS AND MISCELLANEOUS WOODWORK TO BE CLEAR, PRE-PRIMED EXTERIOR WINDOW FRAMES, CASINGS AND MISCELLANEOUS WOODWORK TO BE CLEAR, PRE-PRIMED CEDAR. 23. EXTERIOR SIDING TO MATCH EXISTING. EXTERIOR SIDING TO MATCH EXISTING. 24. FOR BALANCE OF SPECIFICATIONS, SEE "WOOD FRAMING". FOR BALANCE OF SPECIFICATIONS, SEE "WOOD FRAMING". 1. DOOR AND WINDOW CASING, JAMBS AND STOOLS, BASE AND CROWN SHALL BE CLEAR PINE OR DOOR AND WINDOW CASING, JAMBS AND STOOLS, BASE AND CROWN SHALL BE CLEAR PINE OR POPLAR & MATCH EXISTING. 2. RESTORE T.M.E. EACH CLOSET USING SHELVING CONSISTING OF ONE 1 X 12 POPLAR OR EDGED RESTORE T.M.E. EACH CLOSET USING SHELVING CONSISTING OF ONE 1 X 12 POPLAR OR EDGED BIRCH PLYWOOD SHELF. PANTRY CLOSET SHALL BE PROVIDED WITH 5 SHELVES. 3. RESTORE T.M.E. EACH CLOSET WITH ONE CLOSET POLE PER CLOSET. RESTORE T.M.E. EACH CLOSET WITH ONE CLOSET POLE PER CLOSET. 4. POLE SHALL BE CHROME PLATED HEAVY DUTY WITH CHROME ESCUTCHEONS. POLE SHALL BE CHROME PLATED HEAVY DUTY WITH CHROME ESCUTCHEONS. 5. ALL WOOD TRIM SHALL BE DRY AND CONDITIONED TO SPACE PRIOR TO INSTALLATION. ALL WOOD TRIM SHALL BE DRY AND CONDITIONED TO SPACE PRIOR TO INSTALLATION. 6. BUTT JOINTS BETWEEN TRIM PIECES SHALL BE TIGHT AND WITHOUT GAPS. BUTT JOINTS BETWEEN TRIM PIECES SHALL BE TIGHT AND WITHOUT GAPS. 7. C.O. DEFINES A CASED OPENING TO HAVE JAMB AND FRAME.C.O. DEFINES A CASED OPENING TO HAVE JAMB AND FRAME.
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1. NEW GYPSUM BOARD SYSTEM SHALL BE USG OR EQUAL - USE 1/2” THICK FIRE RESISTANT SHEET ROCK. NEW GYPSUM BOARD SYSTEM SHALL BE USG OR EQUAL - USE 1/2” THICK FIRE RESISTANT SHEET ROCK. THICK FIRE RESISTANT SHEET ROCK. 2. GYPSUM BOARD TO BE TAPED AND SPACKLED (3 COATS) SMOOTH & SANDED. GYPSUM BOARD TO BE TAPED AND SPACKLED (3 COATS) SMOOTH & SANDED. 3. THE SHEET ROCK IS TO BE PAINTED WITH BENJAMIN MOORE OR SHERMAN WILLIAMS OR EQUAL, TO MATCH EXISTING.THE SHEET ROCK IS TO BE PAINTED WITH BENJAMIN MOORE OR SHERMAN WILLIAMS OR EQUAL, TO MATCH EXISTING.
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1. CONTRACTOR SHALL PAINT ALL INTERIOR & EXTERIOR FINISHES TO BE PRIMED AND PAINTED WITH 2 COATS OF BENJAMIN CONTRACTOR SHALL PAINT ALL INTERIOR & EXTERIOR FINISHES TO BE PRIMED AND PAINTED WITH 2 COATS OF BENJAMIN MOORE OR SHERMIN WILLIAMS (OR EQUAL) LATEX PAINT OVER 1 COAT LATEX-BASED PRIMER, COLOR TO BE SPECIFIED BY OWNER. 2. ALL PAINT COLORS TO BE SELECTED AND APPROVED BY OWNER. ALL PAINT COLORS TO BE SELECTED AND APPROVED BY OWNER. 3. ALL CEILINGS TO BE FLAT, TRIM TO BE SEMI-GLOSS, AND WALLS EGGSHELL. ALL CEILINGS TO BE FLAT, TRIM TO BE SEMI-GLOSS, AND WALLS EGGSHELL. 4. ALL PRIMER TO BE TINTED WITH SELECTED COLOR.ALL PRIMER TO BE TINTED WITH SELECTED COLOR.
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ROOF RAFTERS
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INTERIOR WALLS & PARTITIONS
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FLOORS FRAMING
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ALL OTHER STRUCTURAL MEMBERS
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EXTERIOR WALLS
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L/240
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H/360
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L/360
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H/180
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L/180
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1. 2 X 6 EXT. STUD WALLS: R19 BATT INSULATION: 2 X 6 EXT. STUD WALLS: R19 BATT INSULATION: 2. CONTRACTOR SHALL INSTALL ALL FLASHING, CAULKING AND SEALANTS REQUIRED TO CONTRACTOR SHALL INSTALL ALL FLASHING, CAULKING AND SEALANTS REQUIRED TO PROVIDE WEATHERTIGHT CONSTRUCTION, REGARDLESS OF WHETHER OR NOT THIS INFORMATION IS SHOWN ON THE CONTRACT DRAWINGS.
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1. THE ELECTRICIAN SHALL EXAMINE DRAWINGS AND BECOME FULLY INFORMED WITH THE SCOPE OF THE ELECTRICIAN SHALL EXAMINE DRAWINGS AND BECOME FULLY INFORMED WITH THE SCOPE OF WORK, NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. THIS SCOPE OF WORK SHALL INCLUDE THE MATERIALS AND LABOR NECESSARY TO PERFORM THE ELECTRICAL WORK SHOWN ON CONTRACT DRAWINGS. THE ELECTRICIAN'S SCOPE OF WORK SHALL ALSO INCLUDE OBTAINING ELECTRICAL PERMITS, ARRANGING FOR ELECTRICAL INSPECTIONS, , AND PAYING FOR PERMIT FEES. UPON COMPLETING THEIR DUTIES, THE ELECTRICIAN SHALL SUPPLY THE ENGINEER WITH THE FINAL ELECTRICAL CERTIFICATE. 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE NYS ELECTRICAL CODE REQUIREMENTS. ALL ELECTRICAL WORK SHALL CONFORM TO THE NYS ELECTRICAL CODE REQUIREMENTS. 2. ALL MATERIALS & EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE ALL MATERIALS & EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE COMMERCIAL GRADE UNLESS OTHERWISE NOTED. 3. PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE GENERAL CONTRACTOR. 4. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. 5. PROVIDE A ONE-YEAR CERTIFICATE OF WORKMANSHIP AND MATERIAL MATERIAL GUARANTEE OFFER. PROVIDE A ONE-YEAR CERTIFICATE OF WORKMANSHIP AND MATERIAL MATERIAL GUARANTEE OFFER. 6. COST FOR THE ELECTRICAL WORK SHALL BE INCLUDED IN LUMP-SUM BID FOR THE PROJECT.COST FOR THE ELECTRICAL WORK SHALL BE INCLUDED IN LUMP-SUM BID FOR THE PROJECT.
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GENERAL NOTES & SPECIFICATIONS
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THIS DRAWING AND THE DETAILS ON IT AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ENGINEER AND MAY NOT BE LOANED COPIED OR REPRODUCED WITHOUT THE CONSENT OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES WITH A SIGNED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
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NYS PE LICENSE #062513-1
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EXTERIOR WALL FRAMING REPAIRS FOR COMMONS DORM APARTMENTS K4-2 & K4-5
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DRAWING LIST: S1 - GENERAL NOTES & SPECIFICATIONS S2 - TEMPORARY BUILDING SHORING AND DEMOLITION PLANS S3 - EXTERIOR WALL REPAIRS & MISC. RELATED ITEMS S4 - SECTIONS & DETAILS
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S-2 of 4
Offices of Facilities Management
PURCHASECOLLEGESTATE UNIVERSITY OF NEW YORK
735 Anderson Hill Road, Purchase New York 10577-1400www.purchase.edu/facilities
DRAWING NUMBER:
Scale: Date: 06.30.2021
Project Number: SU-060821 1/4" = 1'-0"
Project Name:
DRAWING TITLE:
CONSULTING ENGINEERS:
ENGINEER OF RECORD SEAL:
GRIGG & DAVIS ENGINEERS, P.C.21 Crossway - Scarsdale, NY 10583
Tel: (914) 725-5095 | Fax (914) 725-7986URL: www.gdengineers.net
e-mail: [email protected]
Louise J. Grigg, PE
DATE REV. # ISSUE FOR:
06.30.2021 ISSUED FOR BIDDING 08.19.21 ADDENDUM NO. 11
7
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- ADJ. LENGTH STEEL POST SHORE
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KITCHEN (NO CHANGES)
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BEDROOM
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BEDROOM
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NO CHANGES
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F
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KITCHEN (NO CHANGES)
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BEDROOM
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BEDROOM
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NO CHANGES
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NO CHANGES
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NO CHANGES
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X
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S-2
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1A
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1ST FLOOR TEMPORARY BUILDING SHORING AND DEMOLITION PART PLAN
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ADJ. LENGTH STEEL POST SHORE. POSITION UNDER 1st INTERIOR BOTTOM CHORD PANEL POINT OF WOOD FLOOR TRUSS
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EXISTING WOOD FLOOR TRUSS
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1
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S-4
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TYP
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PLAN NORTH
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WOOD FLOOR TRUSS 1st INTERIOR BOTTOM CHORD PANEL POINT
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EXISTING WOOD ROOF TRUSS
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ADJ. LENGTH STEEL POST SHORE. POSITION UNDER 1st INTERIOR BOTTOM CHORD PANEL POINT OF WOOD ROOF TRUSS
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WOOD ROOF TRUSS 1st INTERIOR BOTTOM CHORD PANEL POINT
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X
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ADJ. LENGTH STEEL POST SHORE SUPPORTING LINE OF SHORING ON 2nd FLOOR SUPPORTING WOOD ROOF TRUSSES
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REMOVE EXIST. 1/2" GYP. BOARD CLG. AND EXIST. R30 BATT INSUL. TO LOCATED 1st INTERIOR BOTTOM CHORD PANEL POINT ON WOOD ROOF TRUSSES
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REMOVE EXIST. 1/2" GYP. FIRE RESISTANT BOARD WALLS AND EXIST. 2 x 4 WALL STUDS IF NECESSARY TO INSTALL ADJ. LENGTH STEEL POST SHORE UNDER WOOD ROOF TRUSS
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REMOVE EXIST. 1/2" GYP. BOARD CLG. AND EXIST. 1/2" RESILIENT CLIPS
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1
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S-4
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TYP
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SEE NOTE 1
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SEE NOTE 1
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S-2
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1B
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2ND FLOOR TEMPORARY BUILDING SHORING AND DEMOLITION PART PLAN
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PLAN NORTH
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NO CHANGES
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NO CHANGES
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NO CHANGES
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LIVING ROOM (NO CHANGES)
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NO CHANGES
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LIVING ROOM (NO CHANGES)
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SCALE: 1/4" = 1'-0"
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APARTMENT K4-2
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SCALE: 1/4" = 1'-0"
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APARTMENT K4-5
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ONLY REMOVE EXIST. VINYL SIDING ON THIS WALL
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NOTE 1: UPON COMPLETION OF THE INSTALLATION OF ALL THE TEMPORARY BUILDING
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SHORING NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO
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PERFORM THE TEMPORARY BUILDING SHORING INSPECTION. UPON
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APPROVAL OF THE TEMPORARY BUILDING SHORING BY GRIGG & DAVIS
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ENGINEERS, P.C. BEGIN DEMOLITION OF THE EXTERIOR WALL. PROVIDE
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MINIMUM OF 24 HOUR ADVANCE NOTICE FOR THE TEMPORARY BUILDING
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SHORING INSPECTION.
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NOTE 1: UPON COMPLETION OF THE INSTALLATION OF ALL THE TEMPORARY BUILDING
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SHORING NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO
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PERFORM THE TEMPORARY BUILDING SHORING INSPECTION. UPON
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APPROVAL OF THE TEMPORARY BUILDING SHORING BY GRIGG & DAVIS
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ENGINEERS, P.C. BEGIN DEMOLITION OF THE EXTERIOR WALL. PROVIDE
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MINIMUM OF 24 HOUR ADVANCE NOTICE FOR THE TEMPORARY BUILDING
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SHORING INSPECTION.
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JUNCTION BOX
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1" DIA.
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1" DIA.
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REMOVE ALL EXIST. CEILING CONDUITS & FIXTURES AND STORE FOR RE-INSTALLATION
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REMOVE ROTTED 3/4" PLYWOOD
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FLOOR SHEATHING
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1" DIA.
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1" DIA.
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JUNCTION BOX
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L = 9'-6"
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MAX.
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MAX.
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SIDEWALK BRIDGE, 10'-0" LONG
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DEMOLITIONS & TEMPORARY SHORING SCOPE OF WORK 1. INSTALL TEMPORARY BRIDGE OVER WALKWAY AND 6' HIGH TEMPORARY CHAIN LINK FENCING, AS SHOWN INSTALL TEMPORARY BRIDGE OVER WALKWAY AND 6' HIGH TEMPORARY CHAIN LINK FENCING, AS SHOWN IN PLAN. 2. DISCONNECT THE AFFECTED GAS, WATER, POWER, TELE, CABLE, CEILING AND WALL MOUNTED SPRINKLER DISCONNECT THE AFFECTED GAS, WATER, POWER, TELE, CABLE, CEILING AND WALL MOUNTED SPRINKLER HEADS, JUNCTION BOXES, ELECTRIC BASE BOARDS, LIGHT FIXTURES, RECEPTACLES, AND REMOVE EXISTING FIXTURES AND STORE FOR REUSE WHERE SALVAGEABLE. 3. STRIP FINISHES NEEDED FOR THE INSTALLATION OF TEMPORARY SHORING. STRIP FINISHES NEEDED FOR THE INSTALLATION OF TEMPORARY SHORING. 4. REMOVE & DISPOSE OF THE EXISTING CARPETS AND RESILIENT FLOORING AFFECTED BY THIS WORK. REMOVE & DISPOSE OF THE EXISTING CARPETS AND RESILIENT FLOORING AFFECTED BY THIS WORK. 5. INSTALL TEMPORARY SHORING FROM THE 1ST FLOOR SLAB ON GRADE THRU THE UNDERSIDE OF THE INSTALL TEMPORARY SHORING FROM THE 1ST FLOOR SLAB ON GRADE THRU THE UNDERSIDE OF THE ROOF FRAMING AT LOCATIONS SHOWN IN PLANS, AND CALL FOR AN ENGINEER'S INSPECTION OF THE SHORING. NO PARTITION DEMOLITION MAY PROCEED PRIOR TO SHORING INSPECTION AND APPROVAL BY ENGINEER OF RECORD. 6. CALL FOR INSPECTIONS. UPON COMPLETION OF THE INSTALLATION OF ALL THE TEMPORARY BUILDING CALL FOR INSPECTIONS. UPON COMPLETION OF THE INSTALLATION OF ALL THE TEMPORARY BUILDING SHORING NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO PERFORM THE TEMPORARY BUILDING SHORING INSPECTION. UPON APPROVAL OF THE TEMPORARY BUILDING SHORING BY GRIGG & DAVIS ENGINEERS, P.C. BEGIN DEMOLITION OF THE EXTERIOR WALL. PROVIDE MINIMUM OF 24 HOUR ADVANCE NOTICE FOR THE TEMPORARY BUILDING SHORING INSPECTION. 7. SET UP TEMPORARY WATER PROTECTIONS: PROVIDE TARP FOR WEATHER PROTECTION ONCE DEMOLITION SET UP TEMPORARY WATER PROTECTIONS: PROVIDE TARP FOR WEATHER PROTECTION ONCE DEMOLITION BEGINS UNTIL TYVEK HOMEWRAP IS INSTALLED AND WINDOWS ARE RE-INSTALLED. TARP SHALL BE SECURELY TIED DOWN AT THE END OF EACH WORK DAY. 8. DEMOLITION CAN PROCEED UPON TEMPORARY SHORING INSTALLATION AND GRIGG & DAVIS ENGINEERS' DEMOLITION CAN PROCEED UPON TEMPORARY SHORING INSTALLATION AND GRIGG & DAVIS ENGINEERS' APPROVALS AT BOTH THE 1ST AND 2ND FLOORS. DEMOLITION REMOVAL SHALL INCLUDE THE REMOVAL OF EXISTING DOUBLE 4" VINYL SIDING; EXISTING AIR INFILTRATION BARRIER; EXISTING 5/8" T1-11 PLYWOOD SHEATHING; EXISTING R19 BATT INSULATION; EXISTING 1/2" GYPSUM WALL AND CEILING BOARDS; EXISTING WALL STUDS, AND REMOVAL AND STORAGE OF THE EXISTING WINDOWS (FOR THEIR RE-USE). A. REMOVE EXISTING 1/2" GYPSUM BOARD CEILING AND 1/2" RESILIENT CLIPS AT LOCATIONS SHOWN IN REMOVE EXISTING 1/2" GYPSUM BOARD CEILING AND 1/2" RESILIENT CLIPS AT LOCATIONS SHOWN IN PLAN. B. AT THE FRONT WALL, STRIP EXISTING WALL INTERIOR WALL FINISHES DOWN TO THE STUDS AT AT THE FRONT WALL, STRIP EXISTING WALL INTERIOR WALL FINISHES DOWN TO THE STUDS AT LOCATIONS SHOWN IN PLAN. C. REMOVE THE EXISTING BASEBOARD HEATERS AND STORE FOR REUSE REMOVE THE EXISTING BASEBOARD HEATERS AND STORE FOR REUSE D. CAREFULLY REMOVE THE WINDOWS AND STORE FOR REINSTALLATION. CAREFULLY REMOVE THE WINDOWS AND STORE FOR REINSTALLATION. E. REMOVE EXISTING 1/2" GYPSUM BOARD CEILING AND EXISTING R30 BATT INSULATION. TO LOCATED REMOVE EXISTING 1/2" GYPSUM BOARD CEILING AND EXISTING R30 BATT INSULATION. TO LOCATED 1st INTERIOR BOTTOM CHORD PANEL POINT ON WOOD ROOF TRUSSES. F. REMOVE ALL EXISTING CEILING CONDUITS & FIXTURES AND STORE FOR RE-INSTALLATION. REMOVE ALL EXISTING CEILING CONDUITS & FIXTURES AND STORE FOR RE-INSTALLATION. G. REMOVE EXISTING 1/2" GYPSUM WALL BOARDS AND 2 x 4 WALL STUDS IF NECESSARY TO INSTALL REMOVE EXISTING 1/2" GYPSUM WALL BOARDS AND 2 x 4 WALL STUDS IF NECESSARY TO INSTALL ADJUSTABLE LENGTH STEEL POST SHORE UNDER WOOD ROOF TRUSS. H. REMOVE EXISTING VINYL SIDING WHERE SHOWN IN PLANS. REMOVE EXISTING VINYL SIDING WHERE SHOWN IN PLANS. I. REMOVE FLOOR FINISHES AND REMEDIATE THE ROTTED 3/4" PLYWOOD FLOOR SHEATHING. REMOVE FLOOR FINISHES AND REMEDIATE THE ROTTED 3/4" PLYWOOD FLOOR SHEATHING. J. CONDUCT MISCELLANEOUS OTHER RELATED WORK. CONDUCT MISCELLANEOUS OTHER RELATED WORK. 9. DO NOT REMOVE TEMPORARY BUILDING SHORING UNTIL ALL NEW 5/8" PLYWOOD SHEATHING HAS BEEN DO NOT REMOVE TEMPORARY BUILDING SHORING UNTIL ALL NEW 5/8" PLYWOOD SHEATHING HAS BEEN INSTALLED.
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- NEW INSTALLATION NEW INSTALLATION
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- EXIST. WALL TO REMAIN EXIST. WALL TO REMAIN
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- NEW WALL TO BE INSTALLED NEW WALL TO BE INSTALLED
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- EXISTING TO REMAIN EXISTING TO REMAIN
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- DEMOLITION DEMOLITION
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- EXIST. WALL TO BE REMOVED EXIST. WALL TO BE REMOVED
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LEGEND
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- 6'-0” HIGH TEMPORARY CHAIN LINK FENCING 6'-0” HIGH TEMPORARY CHAIN LINK FENCING HIGH TEMPORARY CHAIN LINK FENCING HIGH TEMPORARY CHAIN LINK FENCING TEMPORARY CHAIN LINK FENCING TEMPORARY CHAIN LINK FENCING CHAIN LINK FENCING CHAIN LINK FENCING LINK FENCING LINK FENCING FENCING FENCING AROUND THE WORK ZONE, AS SHOWN IN THE WORK ZONE, AS SHOWN IN THE WORK ZONE, AS SHOWN IN WORK ZONE, AS SHOWN IN WORK ZONE, AS SHOWN IN ZONE, AS SHOWN IN ZONE, AS SHOWN IN AS SHOWN IN AS SHOWN IN SHOWN IN SHOWN IN IN IN PLAN.
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6'-0" HIGH TEMPORARY CHAIN LINK FENCING AROUND WORK ZONE
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REMOVE EX'G BASEBOARD ELEC. HEATER AT FRONT WAL & STORE FOR REINSTALLATION STORE FOR REINSTALLATION AT TWO (2) LOCATIONS ON 2ND FLOOR
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REMOVE EX'G BASEBOARD ELEC. HEATER AT FRONT WAL & STORE FOR REINSTALLATION STORE FOR REINSTALLATION AT TWO (2) LOCATIONS ON 1ST FLOOR
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-SMOKE DETECTORSSMOKE DETECTORS
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TEMPORARY BUILDING SHORING AND DEMOLITION PLANS
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THIS DRAWING AND THE DETAILS ON IT AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ENGINEER AND MAY NOT BE LOANED COPIED OR REPRODUCED WITHOUT THE CONSENT OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES WITH A SIGNED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
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NYS PE LICENSE #062513-1
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EXTERIOR WALL FRAMING REPAIRS FOR COMMONS DORM APARTMENTS K4-2 & K4-5
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DRAWING LIST: S1 - GENERAL NOTES & SPECIFICATIONS S2 - TEMPORARY BUILDING SHORING AND DEMOLITION PLANS S3 - EXTERIOR WALL REPAIRS & MISC. RELATED ITEMS S4 - SECTIONS & DETAILS
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Offices of Facilities Management
PURCHASECOLLEGESTATE UNIVERSITY OF NEW YORK
735 Anderson Hill Road, Purchase New York 10577-1400www.purchase.edu/facilities
DRAWING NUMBER:
Scale: Date: 06.30.2021
Project Number: SU-060821 1/4" = 1'-0"
Project Name:
DRAWING TITLE:
CONSULTING ENGINEERS:
ENGINEER OF RECORD SEAL:
GRIGG & DAVIS ENGINEERS, P.C.21 Crossway - Scarsdale, NY 10583
Tel: (914) 725-5095 | Fax (914) 725-7986URL: www.gdengineers.net
e-mail: [email protected]
Louise J. Grigg, PE
DATE REV. # ISSUE FOR:
06.30.2021 ISSUED FOR BIDDING 08.19.21 ADDENDUM NO. 11
8
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KITCHEN (NO CHANGES)
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BEDROOM
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BEDROOM
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NO CHANGES
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REINSTALL ALL EXIST. CEILING CONDUITS & FIXTURES
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F
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1" DIA.
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1" DIA.
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KITCHEN (NO CHANGES)
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BEDROOM
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BEDROOM
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NO CHANGES
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NO CHANGES
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NO CHANGES
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1" DIA.
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1" DIA.
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SB
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NO CHANGES
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LIVING ROOM (NO CHANGES)
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NO CHANGES
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LIVING ROOM (NO CHANGES)
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NO CHANGES
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NO CHANGES
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S-3
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1A
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1ST FLOOR NEW WORK PART PLAN
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PLAN NORTH
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S-3
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1B
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2ND FLOOR NEW WORK PART PLAN
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PLAN NORTH
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SCALE: 1/4" = 1'-0"
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APARTMENT K4-2
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SCALE: 1/4" = 1'-0"
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APARTMENT K4-5
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REBUILD ENTIRE EXTERIOR WOOD FRAMED WALL:
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1. 2 x 6 PLATES AND WALL STUDS AT 16"
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2. 2 x 6 KING STUD AND 2 - 2 x 6 JACK STUDS AT
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WINDOW JAMBS.
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4. 5/8" PLYWOOD SHEATHING
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3. HEADER: 3 - 1 3/4 x 9 1/4 LVL + 1/4" x 9" PLYWOOD
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6. RE-INSTALL EXIST. WINDOW
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8. R19 BATT INSUL.
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9. 1/2" GYP. WALL BOARD - FIRE RESISTANT
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5. TYVEK HOMEWRAP
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7. DOUBLE 4" VINYL SIDING TO MATCH EXIST.
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PRIOR TO PROCEEDING WITH EXTERIOR WALL RECONSTRUCTION
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NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO
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PERFORM WALL FRAMING INSPECTION. UPON APPROVAL OF
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WALL FRAMING BY GRIGG & DAVIS ENGINEERS, P.C. PROCEED
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WITH EXTERIOR WALL RECONSTRUCTION. PROVIDE MINIMUM OF
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24 HOUR ADVANCE NOTICE FOR WALL FRAMING INSPECTION.
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REBUILD ENTIRE EXTERIOR WOOD FRAMED WALL:
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1. 2 x 6 PLATES AND WALL STUDS AT 16"
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2. 2 x 6 KING STUD AND 2 - 2 x 6 JACK STUDS AT
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WINDOW JAMBS.
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4. 5/8" PLYWOOD SHEATHING
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3. HEADER: 3 - 1 3/4 x 9 1/4 LVL + 1/4" x 9" PLYWOOD
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6. RE-INSTALL EXIST. WINDOW
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8. R19 BATT INSUL.
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9. 1/2" GYPSUM WALL BOARD - FIRE RESITANT
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5. TYVEK HOMEWRAP
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7. DOUBLE 4" VINYL SIDING TO MATCH EXIST.
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PRIOR TO PROCEEDING WITH EXTERIOR WALL RECONSTRUCTION
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NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO
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PERFORM WALL FRAMING INSPECTION. UPON APPROVAL OF
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WALL FRAMING BY GRIGG & DAVIS ENGINEERS, P.C. PROCEED
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WITH EXTERIOR WALL RECONSTRUCTION. PROVIDE MINIMUM OF
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24 HOUR ADVANCE NOTICE FOR WALL FRAMING INSPECTION.
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ONLY INSTALL NEW VINYL SIDING ON THIS WALL
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2
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S-4
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TYP
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2
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S-4
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TYP
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INSTALL NEW 1/2"± RESILIENTCLIPS AND NEW 1/2" GYP. BOARD CLG.
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REINSTALL ALL EXIST. CEILING CONDUITS & FIXTURES
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INSTALL NEW R30 BATT INSUL. AND 1/2" GYP. BOARD CLG.
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INSTALL NEW 3/4" PLYWOOD
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FLOOR SHEATHING
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JUNCTION BOX
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JUNCTION BOX
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TRIMWORK AT DOORS & WINDOWS SHALL BE CLEAR, FINGER JOINTED PRE-PRIMED, PINE: 5/4 X 4 CASINGS; 3 1/2" FINGER JOINTED, PRIMED PINE MOLDINGS (TYP.)
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MAJOR ITEMS OF NEW WORK 1. FRONT WALL RECONSTRUCTION TO REMEDIATE ROT. FRONT WALL RECONSTRUCTION TO REMEDIATE ROT. 2. INSTALLATION OF TEMPORARY SHORING FOR THE 1 - 2 FLOOR AND THE 2 FLOOR INSTALLATION OF TEMPORARY SHORING FOR THE 1 - 2 FLOOR AND THE 2 FLOOR ST - 2 FLOOR AND THE 2 FLOOR ND FLOOR AND THE 2 FLOOR ND FLOOR TO UNDERSIDE OF THE ROOF. 3. INSTALLATION OF TEMPORARY PROTECTIVE WATERPROOFING INSTALLATION OF TEMPORARY PROTECTIVE WATERPROOFING 4. INSTALLATION OF TEMPORARY BRIDGE OVER WALKWAY. INSTALLATION OF TEMPORARY BRIDGE OVER WALKWAY. 5. REMEDIATION OF AFFECTED FINISHES IN KIND, AT LUMP SUM COST BID FOR THE PROJECT. REMEDIATION OF AFFECTED FINISHES IN KIND, AT LUMP SUM COST BID FOR THE PROJECT. 6. RESTORE FINISHES, FIXTURES, POWER, LIGHTS, TELEPHONE, CABLE, FIRE AND SMOKE RESTORE FINISHES, FIXTURES, POWER, LIGHTS, TELEPHONE, CABLE, FIRE AND SMOKE DETECTORS, SPRINKLER HEADS, ELECTRIC BASE BOARD HEATER IN KIND, TO BE INCLUDED IN THE LUMP-SUM BID FOR THE PROJECT. 7. REPLACE THE CARPETS IN KIND IN ALL FOUR BEDROOMS. REPLACE THE CARPETS IN KIND IN ALL FOUR BEDROOMS. 8. PAINT THE AFFECTED ROOMS AS DIRECTED BY THE COLLEGE. PAINT THE AFFECTED ROOMS AS DIRECTED BY THE COLLEGE. 9. CONDUCT MISCELLANEOUS RELATED WORK TO BE INCLUDED IN LUMP-SUM COST BID FOR CONDUCT MISCELLANEOUS RELATED WORK TO BE INCLUDED IN LUMP-SUM COST BID FOR THE PROJECT. 10. RESTORE AFFECTED SITE FEATURES DAMAGED BY INSTALLATION OF TEMPORARY FENCING, RESTORE AFFECTED SITE FEATURES DAMAGED BY INSTALLATION OF TEMPORARY FENCING, DUMPSTER, CONSTRUCTION WORK, AND TEMPORARY SIDEWALK BRIDGE, IN KIND, TO BE INCLUDED IN THE LUMP SUM BID FOR THE PROJECT.
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LEGEND
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- ADJ. LENGTH STEEL POST SHORE
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X
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P = 4,000.0 LBS WORKING LOAD
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L = 9'-6"
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MAX.
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MAX.
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- NEW INSTALLATION NEW INSTALLATION
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- EXIST. WALL TO REMAIN EXIST. WALL TO REMAIN
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- NEW WALL TO BE INSTALLED NEW WALL TO BE INSTALLED
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- EXISTING TO REMAIN EXISTING TO REMAIN
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- DEMOLITION DEMOLITION
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- EXIST. WALL TO BE REMOVED EXIST. WALL TO BE REMOVED
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- 6'-0” HIGH TEMPORARY CHAIN LINK FENCING 6'-0” HIGH TEMPORARY CHAIN LINK FENCING HIGH TEMPORARY CHAIN LINK FENCING HIGH TEMPORARY CHAIN LINK FENCING TEMPORARY CHAIN LINK FENCING TEMPORARY CHAIN LINK FENCING CHAIN LINK FENCING CHAIN LINK FENCING LINK FENCING LINK FENCING FENCING FENCING AROUND THE WORK ZONE, AS SHOWN IN THE WORK ZONE, AS SHOWN IN THE WORK ZONE, AS SHOWN IN WORK ZONE, AS SHOWN IN WORK ZONE, AS SHOWN IN ZONE, AS SHOWN IN ZONE, AS SHOWN IN AS SHOWN IN AS SHOWN IN SHOWN IN SHOWN IN IN IN PLAN.
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10. REINSTALL EX'G ELEC. BASEBOARD HEATER
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10. REINSTALL EX'G ELEC. BASEBOARD HEATER
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SPRINKLER HEAD, TYP.
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11. REINSTALL RECEPTACLES
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SPRINKLER HEAD, TYP.
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-SMOKE DETECTORSSMOKE DETECTORS
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REPLACE CARPETS IN ALL FOUR BEDROOMS, IN KIND
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REPLACE CARPETS IN ALL FOUR BEDROOMS, IN KIND
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EXTERIOR WALL REPAIR PLANS & MISC. RELATED ITEMS
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THIS DRAWING AND THE DETAILS ON IT AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ENGINEER AND MAY NOT BE LOANED COPIED OR REPRODUCED WITHOUT THE CONSENT OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES WITH A SIGNED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
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NYS PE LICENSE #062513-1
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EXTERIOR WALL FRAMING REPAIRS FOR COMMONS DORM APARTMENTS K4-2 & K4-5
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DRAWING LIST: S1 - GENERAL NOTES & SPECIFICATIONS S2 - TEMPORARY BUILDING SHORING AND DEMOLITION PLANS S3 - EXTERIOR WALL REPAIRS & MISC. RELATED ITEMS S4 - SECTIONS & DETAILS
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S-4 of 4
Offices of Facilities Management
PURCHASECOLLEGESTATE UNIVERSITY OF NEW YORK
735 Anderson Hill Road, Purchase New York 10577-1400www.purchase.edu/facilities
DRAWING NUMBER:
Scale: Date: 06.30.2021
Project Number: SU-060821 1/4" = 1'-0"
Project Name:
DRAWING TITLE:
CONSULTING ENGINEERS:
ENGINEER OF RECORD SEAL:
GRIGG & DAVIS ENGINEERS, P.C.21 Crossway - Scarsdale, NY 10583
Tel: (914) 725-5095 | Fax (914) 725-7986URL: www.gdengineers.net
e-mail: [email protected]
Louise J. Grigg, PE
DATE REV. # ISSUE FOR:
06.30.2021 ISSUED FOR BIDDING
9
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S-4
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1
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2nd FLOOR
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1st FLOOR
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EXTERIOR GRADE
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DOUBLE 2 x 6 TOP PLATE, CONT.
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REMOVE EXIST. R30 BATT INSUL. TO LOCATE 1st INTERIOR BOTTOM CHORD PANEL POINT OF WOOD ROOF TRUSS
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REMOVE EXIST. 1/2" GYP. BOARD CLG.
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OF 1st INTERIOR BOTTOM
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CHORD PANEL POINT OF
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WOOD ROOF TRUSS
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OF 1st INTERIOR BOTTOM
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CHORD PANEL POINT OF
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WOOD FLOOR TRUSS
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ADJ. LENGTH STEEL POST SHORE CENTERED UNDER EACH WOOD ROOF TRUSS
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4 x 6 (FLAT), CONT.
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6" LONG PIECE OF 2 x 6 CENTERED BWN WOOD FLOOR TRUSSES
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ADJ. LENGTH STEEL POST SHORE CENTERED BTWN WOOD FLOOR TRUSSES AND TIGHT TO EXIST. PLYWOOD SHEATHING
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2 - 4 x 6 (FLAT), CONT.
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ADJ. LENGTH STEEL POST SHORE CENTERED UNDER EACH WOOD FLOOR TRUSS
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REMOVE EXIST. 1/2" GYP. BOARD CLG. AND EXIST. 1/2" RESILIENT CLIPS
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DOUBLE 2 x 4 TOP PLATE, CONT.
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SEE NOTE 1 BEFORE REMOVAL OF: 1. EXIST. DOUBLE 4" VINYL SIDING 2. AIR INFILTRATION BARRIER 3. EXIST. 5/8" T1-11 PLYWOOD SHEATHING 4. R19 BATT INSULATION 5. 1/2" GYP. FIRE RESISTANT BOARD 6. ALL WALL FRAMING, U.O.N. STORE EXIST. WINDOWS FOR RE-USE
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SECTION FOR TEMPORARY BUILDING SHORING AND DEMOLITION
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WALL DOUBLE TOP PLATE TO REMAIN
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S-4
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2
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2nd FLOOR
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1st FLOOR
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EXTERIOR GRADE
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NEW R30 BATT INSUL.
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NEW 1/2" GYP. BOARD CLG.
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PRIOR TO REMOVAL SEE NOTE 1
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PRIOR TO REMOVAL SEE NOTE 1
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PRIOR TO REMOVAL SEE NOTE 1
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NEW 1/2" GYP. BOARD CLG. AND NEW 1/2"± RESILIENT CLIPS
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SECTION FOR NEW EXTERIOR WALL
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NOTE 1: DO NOT REMOVE TEMPORARY BUILDING SHORING UNTIL ALL NEW
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5/8" PLYWOOD SHEATHING HAS BEEN INSTALLED
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NEW 3/4" PLYWOOD SHEATHING
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NEW EXTERIOR WALL: 1. 2 x 6 PLATES AND WALL STUDS AT 16" 2. 2 x 6 KING STUD AND 2 - 2 x 6 JACK STUDS AT WINDOW JAMBS. 3. HEADER: 3 - 1 3/4 x 9 1/4 LVL + 1/4" x 9" PLYWOOD PRIOR TO PROCEEDING WITH EXTERIOR WALL RE- CONSTRUCTION NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO PERFORM WALL FRAMING INSPECTION. UPON APPROVAL OF WALL FRAMING BY GRIGG & DAVIS ENGINEER, P.C. PROCEED WITH WALL RECONSTRUCTION. PROVIDE MINIMUM OF 24 HOUR ADVANCE NOTICE FOR WALL FRAMING INSPECTION. 4. 5/8" PLYWOOD SHEATHING 5. TYVEK HOMEWRAP 6. RE-INSTALL WINDOWS. 7. DOUBLE 4" VINYL SIDING TO MATCH EXIST. 8. R19 BATT INSUL. 9. 1/2" GYP. FIRE RESISTANT BOARD
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NOTE 1: UPON COMPLETION OF THE INSTALLATION OF ALL THE TEMPORARY BUILDING
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SHORING NOTIFY GRIGG & DAVIS ENGINEERS, P.C., 914-725-5095, TO
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PERFORM THE TEMPORARY BUILDING SHORING INSPECTION. UPON
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APPROVAL OF THE TEMPORARY BUILDING SHORING BY GRIGG & DAVIS
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ENGINEERS, P.C. BEGIN DEMOLITION OF THE EXTERIOR WALL. PROVIDE
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MINIMUM OF 24 HOUR ADVANCE NOTICE FOR THE TEMPORARY BUILDING
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SHORING INSPECTION.
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REMOVE ROTTED 3/4" PLYWOOD SHEATHING
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3
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S-4
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PROVIDE TARP FOR WEATHER PROTECTION ONCE DEMOLITION BEGINS UNTIL TYVEK HOMEWRAP IS INSTALLED AND WINDOWS ARE RE-INSTALLED. TARP SHALL BE SECURELY TIED DOWN AT THE END OF EACH WORK DAY.
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2 x 4 BRIDGING AT MID-SPAN OF MEMBER, CONT., w/ 2 - 16d COMMON. FASTEN TO END WALL OF BLDG.
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5 1/2"
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S-4
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3
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FOR ROOF TRUSSES AT 2ND FLOOR
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SECTION FOR TEMPORARY BUILDING SHORING
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WOOD ROOF TRUSS
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2 - 2 x 6 PLATE
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ADJ. LENGTH STEEL POST SHORE CENTERED UNDER WOOD ROOF TRUSS
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4 x 6 (FLAT), CONT.
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ADJ. LENGTH STEEL POST SHORE TIGHT TO BOTTOM OF PLYWOOD SHEATHING DIRECTLY BELOW 2 x 6 SPACER
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WOOD FLOOR TRUSS
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2 x 6 SPACER, 6" LONG, CENTERED BTWN WOOD FLOOR TRUSSES
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2nd FLOOR
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SECTIONS & DETAILS
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THIS DRAWING AND THE DETAILS ON IT AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ENGINEER AND MAY NOT BE LOANED COPIED OR REPRODUCED WITHOUT THE CONSENT OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES WITH A SIGNED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
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NYS PE LICENSE #062513-1
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EXTERIOR WALL FRAMING REPAIRS FOR COMMONS DORM APARTMENTS K4-2 & K4-5
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DRAWING LIST: S1 - GENERAL NOTES & SPECIFICATIONS S2 - TEMPORARY BUILDING SHORING AND DEMOLITION PLANS S3 - EXTERIOR WALL REPAIRS & MISC. RELATED ITEMS S4 - SECTIONS & DETAILS