GENERAL NOTES: 1. CONSTRUCTION SIGNAGE FOR COMMUNITY DEVELOPMENT CONSTRUCTION SIGNAGE FOR COMMUNITY DEVELOPMENT BLOCK GRANT FUNDED PROJECTS 2. FINAL TEXT TO BE DETERMINED AT TIME OF CONSTRUCTION FINAL TEXT TO BE DETERMINED AT TIME OF CONSTRUCTION 3. GC SHALL PROVIDE PRESSURE TREATED FRAME AND SHALL GC SHALL PROVIDE PRESSURE TREATED FRAME AND SHALL ERECT SIGN IN LOCATION AS DIRECTED BY OWNER.
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CITY OF TRENTON DEPARTMENT OF HOUSING AND ECONOMIC DEVELOPMENT W. REED GUSCIORA, MAYOR "PROJECT NAME GOES HERE" "PROJECT COST GOES HERE" FUNDED BY: U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM (CDBG)
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"CONTRACTOR NAME GOES HERE"
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"ARCHITECT/ENGINEER NAME GOES HERE"
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HUD LOGO MUST BE INCLUDED ON SIGN
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DWG.NO.
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DRAWING TITLE
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CS
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COVER SHEET
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N.T.S.
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GENERAL
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G-001
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GENERAL INFORMATION
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N.T.S.
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SCALE
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ARCHITECTURALS
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A.D.
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R.D.
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F.D.
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1
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+9'-0"
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C-1
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DWG. NO.
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DTL NO.
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DWG. NO.
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DTL NO.
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DTL NO.
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DWG. NO.
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'X' DIMENSION TO WP00
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WORKPOINT #
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'Y' DIMENSION TO WP00
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228
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229
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DOOR NO.
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DOOR NO.
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ROOM NO.
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WP
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1A
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ROOM NAME
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#
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X'-X"
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ELEV.
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XX
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A
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A109
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GENERAL NOTES: 1. THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THE INTENT TO DEMONSTRATE THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THE INTENT TO DEMONSTRATE AN OVERALL DESIGN ARRANGEMENT OF THE VARIOUS COMPONENTS OF THE ENTIRE PROJECT. THE CONTRACTOR IS ASSUMED TO HAVING REVIEWED THESE DRAWINGS, AND HAVING SEEN THE SUBJECT PROPERTY, IS CAPABLE OF EXECUTING THE DETAIL WORK NECESSARY TO ACHIEVE THE INTENDED RESULTS IN A MANNER THAT IS CONSISTENT WITH THE QUALITY WORKMANSHIP IN THE REGION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE DRAWINGS, VISIT THE SITE, VERIFY THE EXISTING CONDITIONS, DIMENSIONS, CLEARANCES, Etc., SHOWN ON THE DRAWINGS PRIOR TO BIDDING. 2. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR A BUILDING PERMIT UNLESS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR A BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ARCHITECT. 3. REPRODUCTIONS OF CONTRACT DOCUMENTS ARE NOT ACCEPTABLE AS SHOP DRAWINGS AND MAY BE REJECTED. REPRODUCTIONS OF CONTRACT DOCUMENTS ARE NOT ACCEPTABLE AS SHOP DRAWINGS AND MAY BE REJECTED. 4. UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING. UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATION ARE MARKED DOWN ON PLAN(S). 5. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DWGS. AND ANY FIELD VERIFIED NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DWGS. AND ANY FIELD VERIFIED CONDITIONS PRIOR TO COMMENCING WORK. 6. THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANY CLAIMS, DAMAGES, LOSSES AND THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANY CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEY FEES ARISING OR RESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. 7. THE ARCHITECT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM PLANS UNLESS APPROVED IN WRITING BY THE ARCHITECT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM PLANS UNLESS APPROVED IN WRITING BY THE ARCHITECT. 8. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN THE FIELD. DIMENSIONS SHOWN ARE FOR DO NOT SCALE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN THE FIELD. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. 9. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENT SHALL TAKE PRECEDENCE. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENT SHALL TAKE PRECEDENCE. SIMILARLY BETWEEN ARCHITECTURAL PLANS AND VARIOUS ENGINEERING DISCIPLINES. 10. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK. DO NOT SCALE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK. DO NOT SCALE DRAWINGS. IF A DIMENSION IS UNCLEAR OR A DISCREPANCY IS FOUND, NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 11. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN A SIMILAR FASHION OR BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. MODIFICATIONS MAY BE REQUIRED BY THE CONTRACTOR TO ACCOMMODATE FOR MINOR VARIATIONS. 12. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK PRIOR TO BID. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK PRIOR TO BID. 13. SUBMIT STAGING PLANS AND CONSTRUCTION SCHEDULE FOR ARCHITECT'S AND OWNER'S REVIEW PRIOR TO SUBMIT STAGING PLANS AND CONSTRUCTION SCHEDULE FOR ARCHITECT'S AND OWNER'S REVIEW PRIOR TO COMMENCING WORK. 14. ALL CONTRACTORS SHALL MAINTAIN CONTRACTORS LIABILITY, PROPERTY DAMAGE AND WORKMAN'S COMPENSATION ALL CONTRACTORS SHALL MAINTAIN CONTRACTORS LIABILITY, PROPERTY DAMAGE AND WORKMAN'S COMPENSATION INSURANCE. 15. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. 16. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. CONTRACTOR TO PROVIDE OWNER/ARCHITECT WITH COPIES OF ALL UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. CONTRACTOR TO PROVIDE OWNER/ARCHITECT WITH COPIES OF ALL MINUTES/SIGN-IN SHEETS FOR "TOOL BOX" TALKS ON A MONTHLY BASIS. SUBMISSION IS A CONDITION OF RELEASE OF PAYMENT. 17. ALL WALLS SHALL BE BRACED DURING CONSTRUCTION UNTIL PERMANENTLY RESTRAINED. ALL WALLS SHALL BE BRACED DURING CONSTRUCTION UNTIL PERMANENTLY RESTRAINED. 18. INSTALL TEMPORARY SHORING & BRACING AND MAKE SAFE ALL WALLS, CEILINGS, AND DOORS AS REQUIRED. INSTALL TEMPORARY SHORING & BRACING AND MAKE SAFE ALL WALLS, CEILINGS, AND DOORS AS REQUIRED. 19. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. 20. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. 21. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO ORDERING, FABRICATING OR GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO ORDERING, FABRICATING OR CONSTRUCTING ANY PART OF THE BUILDING. NOTIFY ARCHITECT IMMEDIATELY WITH ANY AND ALL DISCREPANCIES. 22. PROVIDE DUST CONTROL AS REQUIRED. SEE SPECIFICATION FOR MORE INFORMATION, TYP. PROVIDE DUST CONTROL AS REQUIRED. SEE SPECIFICATION FOR MORE INFORMATION, TYP. 23. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILITY SHUT-OFFS. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILITY SHUT-OFFS. 24. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTS ON SITE HIRED UNDER SEPARATE CONTRACT. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTS ON SITE HIRED UNDER SEPARATE CONTRACT. 25. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. 26. CONTRACTOR SHALL VERIFY ALL REQUIRED ROUGH OPENINGS WITH MANUFACTURERS PRIOR TO START OF ANY CONTRACTOR SHALL VERIFY ALL REQUIRED ROUGH OPENINGS WITH MANUFACTURERS PRIOR TO START OF ANY CONSTRUCTION AND COORDINATE ANY DISCREPANCIES ON THE PLANS WITH THE RESPECTIVE TRADES. 27. ALL WALL PENETRATIONS SHALL BE PATCHED, SEALED, AND FIRE STOPPED AS REQUIRED BY THE RESPECTIVE TRADES. ALL WALL PENETRATIONS SHALL BE PATCHED, SEALED, AND FIRE STOPPED AS REQUIRED BY THE RESPECTIVE TRADES. 28. INSTALL ALL FIXTURES, MATERIALS, AND FINISHES IN STRICT COMPLIANCE WITH MANUFACTURER'S TECHNICAL INSTALL ALL FIXTURES, MATERIALS, AND FINISHES IN STRICT COMPLIANCE WITH MANUFACTURER'S TECHNICAL SPECIFICATIONS, TYP. 29. ALL DIMENSIONS TAKEN FROM FACE OF FINISH UNLESS NOTED OTHERWISE. ALL DIMENSIONS TAKEN FROM FACE OF FINISH UNLESS NOTED OTHERWISE. 30. FIRESTOP AS REQUIRED ALL PENETRATIONS THRU FIRE RATED WALLS. FIRESTOP AS REQUIRED ALL PENETRATIONS THRU FIRE RATED WALLS. 31. SEE FLOOR PLANS FOR DOOR DESIGNATIONS.SEE FLOOR PLANS FOR DOOR DESIGNATIONS.
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D-101
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FIRST FLOOR DEMOLITION PLAN
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AS NOTED
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A-301
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EXTERIOR ELEVATIONS
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AS NOTED
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A-101
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FIRST FLOOR PLAN
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AS NOTED
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-
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XCOORD
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WP
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YCOORD
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LS-001
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LIFE SAFETY PLAN
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N.T.S.
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A
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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HARRISON AND HAMNETT CONSULTING 40 Knowles Street Pennington, NJ 08534 (609) 818-1808
611 CHESTNUT AVENUE TRENTON, NJ 08611 TRENTON BB - BUSINESS
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CODE INFORMATION APPLICABLE CODES THE CODE ANALYSIS OF THIS PROJECT HAS BEEN BASED ON THE FOLLOWING CODES. UNIFORM CONSTRUCTION CODE, STATE OF NEW JERSEY REHABILITATION SUBCODE- NJAC 5: 23-6 BARRIER FREE SUBCODE- NJAC 5: 23-7 ANSI A117.1-2009 INTERNATIONAL BUILDING CODE- NEW JERSEY EDITION, 2018 NATIONAL ELECTRICAL CODE (NFPA 70) 2017 NATIONAL STANDARD PLUMBING CODE, 2018 ASHRAE 90.1, 2016 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL FUEL GAS CODE, 2018 BUILDING AREA: EXISTING: 8,547 SF 8,547 SF PROPOSED: 8,547 SF 8,547 SF PROJECT SCOPE: WORK FOR THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE REPLACEMENT OF THE EXISTING RAMPED ENTRY, RESURFACING OF EXISTING CONCRETE STAIRS, REPLACEMENT OF ROTTED SIDING & TRIM, EXTERIOR PAINTING AND POWER WASHING. ALSO INCLUDED IS THE INSTALLATION OF A NEW DOOR INTO THE CAFETERIA SPACE. CODE ANALYSIS: A. USE AND OCCUPANCY CLASSIFICATION: USE GROUP 'A-3' USE AND OCCUPANCY CLASSIFICATION: USE GROUP 'A-3' THERE WILL BE NO CHANGE TO THE BUILDING'S USE OR OCCUPANCY DUE TO THE PROPOSED WORK. B. CONSTRUCTION CLASSIFICATION: TYPE 'III-A' CONSTRUCTION CLASSIFICATION: TYPE 'III-A' THERE WILL BE NO CHANGE TO THE BUILDING'S CONSTRUCTION CLASSIFICATION DUE TO THE PROPOSED WORK. C. CATEGORY OF WORK PER THE REHABILITATION SUBCODE- NJAC 5:23-6 CATEGORY OF WORK PER THE REHABILITATION SUBCODE- NJAC 5:23-6 THE WORK PROPOSED FOR THIS PROJECT IS CLASSIFIED AS A RENOVATION - PER BULLETIN 98-1, "RENOVATION MEANS THE REMOVAL AND REPLACEMENT OR COVERING OF EXISTING INTERIOR OR EXTERIOR FINISH, TRIM, DOORS, WINDOWS OR OTHER MATERIALS WITH NEW MATERIALS THAT SERVE THE SAME PURPOSE AND DO NOT CHANGE THE CONFIGURATION OF THE SPACE. RENOVATIONS SHALL INCLUDE THE REPLACEMENT OF EQUIPMENT OR FIXTURES. - PER THE REHAB SUBCODE MATRIX SUMMARIZING CATEGORIES OF WORK AND APPLICABLE REQUIREMENTS PROVIDED IN BULLETIN 98-1, RENOVATION WORK IS REQUIRED TO COMPLY WITH THE LISTS OF REQUIRED AND PROHIBITED MATERIALS AND METHODS AS PER SECTION 5:23-6.5. - WHEN THE WORK BEING PERFORMED CREATES OR EXPOSES THE ROOF DECKING/SHEATHING OR THE FRAMING OF ANY WALL, FLOOR, CEILING, OR ROOF ASSEMBLY THAT IS PART OF THE BUILDING THERMAL ENVELOPE (ENCLOSES CONDITIONED SPACE), ANY ACCESSIBLE VOIDS IN INSULATION SHALL BE FILLED USING INSULATION MEETING THE R-VALUES OF...OR OF TABLE 5.5-4 OR 5.5-5 OF THE COMMERCIAL ENERGY CODE, AS APPLICABLE D. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS. THERE WILL BE NO WORK PERFORMED THAT WILL IMPACT THE EXISTING FIRE RATED BUILDING ELEMENTS. E. INTERIOR WALL AND CEILING REQUIREMENTS-BY OCCUPANCY INTERIOR WALL AND CEILING REQUIREMENTS-BY OCCUPANCY EXISTING TO REMAIN. F. OCCUPANT LOAD. OCCUPANT LOAD. EXISTING TO REMAIN. G. MEANS OF EGRESS. MEANS OF EGRESS. THERE WILL BE NO CHANGE TO THE EXISTING MEANS OF EGRESS. H. PLUMBING FIXTURE COUNTS. PLUMBING FIXTURE COUNTS. THERE WILL BE NO CHANGE IN NUMBER OR CONFIGURATION OF PLUMBING FIXTURES AS PART OF THIS PROJECT.
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A
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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HARRISON AND HAMNETT CONSULTING 40 Knowles Street Pennington, NJ 08534 (609) 818-1808
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STRUCTURAL:
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SUBMISSIONS
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NO.
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DATE
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DESCRIPTION
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DATE:
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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2070
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REVISIONS
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90% CONSTRUCTION DOCS
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100% CONSTRUCTION DOCS
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AS NOTED
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UP
OVENOVEN
1/4" = 1'-0"A20 FIRST FLOOR DEMOLITION PLAN
- DEMOLITION FLOOR PLAN LEGEND -
- GENERAL DEMOLITION NOTES -
1. CONTRACTOR TO VERIFY ALL CONDITIONS IN FIELD PRIOR TODEMOLITION AND TO COORDINATE ALL DEMOLITION ACTIVITIES WITHINTENDED CONSTRUCTION. REPORT ALL DISCREPANCIES TO ARCHITECTFOR RESOLUTION.2. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURINGDEMOLITION OF ADJACENT CONSTRUCTION. RECONSTRUCT/REPLACECONSTRUCTION TO REMAIN DAMAGED DURING DEMOLITION TOMATCH THE QUALITY OF THE NEW WORK.3. WHERE WALLS, COUNTERS, DOORS, ETC. ARE SHOWN TO BE REMOVED,ALL WIRING IN DEMOLISHED AREAS SHALL BE REMOVED BACK TO PANELEXCEPT WIRING THAT IS NECESSARY TO FACILITATE NEW CONSTRUCTION.ALL PIPING BRANCHES, SOIL LINES ETC. TO BE REMOVED BACK TOTHE NEXT LARGEST SERVICE LINE EXCEPT WHERE TO BE ALTERED TOFACILITATE NEW CONSTRUCTION.4. REVIEW RELOCATION OF EXISTING ELECTRICAL SWITCHES, OUTLETS,FIXTURES (IF ANY) WITH ARCHITECT PRIOR TO DEMOLITION.5. SALVAGED ITEMS TO BE INSTALLED IN CONJUNCTION WITH NEW WORKTO BE STORED IN A SAFE, SECURE, AND DRY LOCATION AND TO NOTINTERFERE WITH OCCUPANT EGRESS, ACTIVITIES, OR SPACEREQUIREMENTS.6. CONTRACTOR TO DISPOSE OF DEMOLISHED MATERIALS OFF-SITE INACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCALREQUIREMENTS.7. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND INTEGRITY OFTHE CABLING INFRASTRUCTURE. THE CONTRACTOR SHALL REPLACE ANYCABLES DAMAGED DURING THE DISCONNECTION AND STORAGE OF THESECABLES AT NO ADDITIONAL COST TO THE OWNER.9. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF EXISTINGCASEWORK, SUPPLIES, ACCESSORIES, SIGNAGE, ETC NOT SHOWN AS PARTOF THE NEW WORK. REMOVE ALL APPURTENANCES FROM WALLS IN THEWORK AREA DURING DEMOLITION AND DISPOSE OF PROPERLY.
EXISTING DOOR TO REMAIN
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
EXISTING DOOR TO BE REMOVED
DEMOLISH ENTIRE CONCRETESLAB AND WOOD DECKING INTHIS AREA
REMOVE EXISTING RAMP SLAB IN AREA INDICATED. RE-GRADE AS REQUIREDFOR NEW RAMP INSTALLATION. SEE A-101 AND STRUT. DWGS. FOR MOREINFORMATION.
REPAIR PORTION OF EXISTING WALL, SEE A-101 AND STRUT. DWGS.FOR MORE INFORMATION.
DEMOLISH PORTION OF EXISTING WALL AS INDICATED, SEE STRUCTURALDRAWINGS . SALVAGE EXISTING HANDRAIL FOR REINSTALL. SEE A-101 FORMORE INFORMATION.
REMOVE EXISTING TREADS AND LANDING DECKING. REPAIR STRINGERS ASREQUIRED. TEMPORARILY SUPPORT EXISTING PORCH ROOF TO REMAIN.CLEAN ALL LOOSE PAINT AND PREP STAIR AND PORCH STRUCTURE FORNEW PAINT FINISH. SEE BOTH A-101 AND A-301 FOR MORE INFORMATION.
- DEMOLITION KEY NOTES -
CHESTNUT AVENUE
EMOR
Y ST
REET
POWER WASH ENTIRE ELEVATION, REMOVE ANY LOOSE PAINT , REPLACEANY MISSING OR DAMAGED WOOD SHAKE SIDING AND TRIM. APPLY STAIN TOWOOD SHAKE AND TRIM. REPAINT BRICK, BLOCK AND PARGED AREAS WITHSPECIFIED MASONRY PAINT. SEE BOTH A-101 AND A-301 FOR MOREINFORMATION.
A. ALL PTD HM DOORS AND FRAMES TO BE FACTORY PRIMED AND FIELD PAINTED.B. ALL FINISHES AND COLORS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGEC. OPENING FORCE: INTERIOR HINDGED DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5LB. (24N)
FORCE FOR ALL OTHER HINGED DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TOA 15 LB. (73N) FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB. (146N)FORCE. THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 LB. (73N)FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE.
DOOR SCHEDULE ABBREVIATIONS:
HM = HOLLOW METAL FRAMET = TEMPERED GLAZING
DOOR SCHEDULE
DOORNO. RM NO. RM. NAME
DOOR FRAMEFIRE RTG HDWRWIDTH HT. THK TYPE MAT. TYPE MAT. HEAD JAMB THRESH
FIRST FLOOR1 01100 CAFETERIA 3'-0" 7'-0" D2 HM1 3/4" -01F1
GLASS
T HM H1 J1
L9 DOOR SCHEDULE
N9 DOOR AND FRAME TYPES N7 HEAD H1 AND JAMB J1
Q9 THRESHOLD DETAIL 01
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P1
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1
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100
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P1
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JAMB AT GWB WALL
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J1
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HEAD
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PARTITION; SEE PLANS FOR LOCATIONS AND SCHEDULE
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SEE DOOR SCHEDULE
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TOP OF H.M. FRAME
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H.M. FRAME AND DOOR, SEE DOOR SCHEDULE
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DOUBLE STUD AT JAMB, TYP.
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NOTE: 1. ALL INT. H.M. DOOR FRAMES TO BE PRIMED AND PTD.
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LINE OF PERPENDICULAR WALL WHERE OCCURS, SHOWN DASHED
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HEADER ASSEMBLY; S.S.D.
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DOOR FRAME BEYOND WHERE OCCURS
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RESILIENT TRANSITION STRIP. ALIGN WITH CENTER OF DOOR, SEE SPECIFICATION
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EXISTING VCT FLOORING
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OF DOOR
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DOOR AS SCHEDULED
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REPLACE DECKING ON STAIR TREADS, RISER AND LANDING WITH COMPOSITE DECKING
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REPAIR CONCRETE ON STAIR TREADS, RISERS AND LANDINGS AS REQUIRED TO COMPLETE NEW WORK.
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CMU RAMP RETAINING WALL - SEE STRUCTURAL DRAWINGS
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NEW CONCRETE RAMP, MINIMUM OF 4" THICK CONCRETE SLAB (F'C = 4,000 PSI) WITH 6X6 - W1.4 / W1.4 WELDED WIRE FABRIC
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S1
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S-101
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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HARRISON AND HAMNETT CONSULTING 40 Knowles Street Pennington, NJ 08534 (609) 818-1808
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STRUCTURAL:
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SUBMISSIONS
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2070
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12/20/19
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90% CONSTRUCTION DOCS
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100% CONSTRUCTION DOCS
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OWNER REV. CONC. DOCS
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AS NOTED
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AREA OF WORK, TYP.
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SCALE: 1/4" = 1'-0"
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SCALE: 3" = 1'-0"
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SCALE: 6" = 1'-0"
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REINSTALL EXISTING RAILING IN EXISTING LOCATION
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PATCH CEILING, ADJACENT WALLS AND FLOOR TO MATCH EXISTING ADJACENT CONSTRUCTION, TYP.
TREATMENT NOTES: A REMOVE DETERIORATED AREAS OF WOOD. REMOVE ROT A MINIMUM OF 1" BEYOND REMOVE DETERIORATED AREAS OF WOOD. REMOVE ROT A MINIMUM OF 1" BEYOND AREA OF ROT. INSTALL NEW WOOD MEMBER OR DUTCHMAN TO MATCH THE DIMENSIONS AND PROFILES OF EXISTING TRIM. SAND JOINT SMOOTH, PRIME AND PAINT WITH TWO FINISH COATS. ARCHITECT TO SELECT COLOR IN FIELD. B REMOVE AND REPLACE ANY LOOSE, DAMAGED OR MISSING SHAKES. SCRAPE LOOSE, DELAMINATING PAINT ON WOOD. SAND TO CREATE A SMOOTH TRANSITION FROM EXISTING PAINT TO BARE WOOD. FILL OR PATCH GROOVES AND UV DAMAGE. CLEAN SURFACE TO REMOVE SOILING AND STAINING. APPLY STAIN AS RECOMMENDED BY MANUFACTURER. ARCHITECT TO SELECT COLOR IN FIELD. C PATCH AND REPAINT PARGING AT EXISTING FOUNDATION WALL BELOW SHINGLES D INSTALL NEW FLASHING AT ALL WINDOW HEADS AND SILLS AS NEEDED, TYP. INSTALL NEW FLASHING AT ALL WINDOW HEADS AND SILLS AS NEEDED, TYP. GENERAL NOTE: 1. PRIOR TO BID CONTRACTOR TO VISIT SITE TO DETERMINE THE EXTENT OF PRIOR TO BID CONTRACTOR TO VISIT SITE TO DETERMINE THE EXTENT OF DAMAGED SHAKES REQUIRED TO BE REPLACED. 2. PRIOR TO BID CONTRACTOR TO VISIT SITE TO DETERMINE SQUARE FOOTAGE OF PRIOR TO BID CONTRACTOR TO VISIT SITE TO DETERMINE SQUARE FOOTAGE OF SIDING AND TRIM TO BE REPAINTED.
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REPLACE DECKING ON STAIR TREADS, RISER AND LANDING WITH COMPOSITE DECKING
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EXISTING PORCH STRUCTURE TO REMAIN - PROVIDE TEMP PORCH STRUCTURE SHORING AS REQUIRED WHILE DECKING IS REPLACED - PAINT ALL WOOD TO MATCH
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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HARRISON AND HAMNETT CONSULTING 40 Knowles Street Pennington, NJ 08534 (609) 818-1808
