S T A N L E Y J. K U F E L J R. S. J. K u f e l A s s o c
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N § 2 2 4 W A S H I N G T O N A V E N U E B E L L E V I L L E, N E W J E R S E Y 0 7 1 0 9 P R O P O S E D A D D I T I O N / R E S I D E N T I A L U N I T S DESIGNED: FN S T A N L E Y J. K U F E L J R. Registered Architect, NJ Lic. No. AI-12635 S. J. K u f e l A s s o c i a t e s / A r c h i t e c t s 337 D e m a r e s t A v e n u e O r a d e l l , NJ 07649 P h o n e (201) 973-5454 REVISIONS DATE NO. SITE PLAN AND GENERAL NOTES DRAWN: CHECKED: DATE: SCALE: AS NOTED FN SJK 12-01-2019 A1.0 1 FOR REVIEW 04-13-2020 2 2 4 W A S H I N G T O N A V E N U E B E L L E V I L L E, N E W J E R S E Y 0 7 1 0 9 P R O P O S E D A D D I T I O N / R E S I D E N T I A L U N I T S 2 REVISED NUMBER OF EXIST. UNITS 06-18-2020
S T A N L E Y J. K U F E L J R. S. J. K u f e l A s s o c
2 2 4 W A S H I N G T O N A V E N U EB E L L E V I L L E, N E W J E R S E Y 0 7 1 0 9
P R O P O S E D A D D I T I O N / R E S I D E N T I A L U N I T S
DESIGNED: FNS T A N L E Y J. K U F E L J R.
Registered Architect, NJ Lic. No. AI-12635
S. J. K u f e l A s s o c i a t e s / A r c h i t e c t s337 D e m a r e s t A v e n u e
O r a d e l l , NJ 07649P h o n e (201) 973-5454
REVISIONSDATENO.
SITE PLAN AND GENERAL NOTESDRAWN:
CHECKED:
DATE:
SCALE: AS NOTED
FN
SJK
12-01-2019
A1.01 FOR REVIEW04-13-2020
2 2 4 W A S H I N G T O N A V E N U EB E L L E V I L L E, N E W J E R S E Y 0 7 1 0 9
P R O P O S E D A D D I T I O N / R E S I D E N T I A L U N I T S
2 REVISED NUMBER OF EXIST. UNITS06-18-2020
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W A S H I N G T O N (100 FT. WIDE) A V E N U E (100 FT. WIDE) A V E N U E (100 FT. WIDE) A V E N U E A V E N U E A V E N U E
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A C A D E M Y (50 FT. WIDE) S T R E E T (50 FT. WIDE) S T R E E T (50 FT. WIDE) S T R E E T S T R E E TS T R E E T
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SITE PLAN
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SCALE: 1" =10'-0"
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ALL SITE INFORMATION IS TAKEN FROM AN OWNER'S PROVIDED SURVEY AS PREPARED BY RIGGS ASSOCIATES, PA DATED JUNE 24, 2011
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N 69° 58' 00" W 100.00'
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S 69° 58' 00" E 100.00'
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R= 7721.16' L= 35.00'
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S 24° 54' 00" W 35.00'
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EXIST MASONRY BUILDING
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HATCH INDICATES NEW 2-1/2 STORY ADDITION ON EXISTING FOOTPRINT
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EXISTING 2-1/2 STORY ADDITION
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WIDEN EXISTING CURB CUT AS SHOWN. BUILD AS PER TOWN CODE. MAX. CURB CUT WIDTH T0 BE 20 FT.
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REQUIRED
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EXISTING
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PROPOSED
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FRONT YARD SETBACK
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SIDE YARD SETBACK
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ZONING INFORMATION
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0 ft.
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0 ft.
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B-G ZONE MIXED COMM. & RESIDENTIAL BLOCK= 8701 LOT =1 224 WASHINGTON AVENUE BELLEVILLE, NEW JERSEY
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MIN. LOT SIZE
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MINIMUM REAR YARD SETBACK
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15 ft.
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0.40 ft.
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3,488 sq. ft.
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1.80 ft.
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.60 ft.
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MAXIMUM BUILDING COVERAGE
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MAXIMUM LOT COVERAGE
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100% (3,488 s.f.)
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MAX. BUILDING HEIGHT
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80 ft.
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40.75 ft. 2-1/2 sty.
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43.75 ft.
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no change
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.60 ft.
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78% (2,719 s.f.)
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MAX. BUILDING HEIGHT (STORIES)
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6 STORIES
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2-1/2 STORIES
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EXIST. MACADAM
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1.80 ft.
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0.40 ft.
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78% (2,719 s.f.)
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100% (3,488 s.f.)
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100% (3,488 s.f.)
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2-1/2 STORIES
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MIN. GROUND FLOOR COMMERCIAL SPACE
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25% (872 s.f.)
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11.2% (391 s.f.)
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no change
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MIN. RESIDENTIAL FLOOR-TO-CEILING HEIGHT (FT.)
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PARKING REQUIREMENT - §23-6.1 23-6.1 5 EXISTING DWELLING UNITS + 4 PROPOSED DWELLING UNITS * MIN 1.0 SPACES / UNIT = 9 PARKING SPACES 391 S.F. COMMERCIAL SPACE * 1 SPACE / 800 S.F. (AFTER THE FIRST 500 S.F.) = .49 COMMERCIAL EXIST. COMMERCIAL PARKING SPACE = 0 REQUIRED - 0 PROVIDED RESIDENTIAL PARKING = 9 REQUIRED - 4 PROVIDED
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9 ft.
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9 ft.
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9 ft.
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PARKING SPACES
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4 NEW UNITS + 5 EXIST. UNITS = 9
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0
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4
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BEDROOM DISTRIBUTION - MAX. 2-BR UNITS (%)
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25%
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(2) 2-BR UNITS / 8 UNITS =25%
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GARBAGE AREA
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ONE BEDROOM APARTMENT
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COMMERCIAL SPACE
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739 s.f.
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550 s.f.
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391 s.f.
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EXISTING 1ST. FLR. UNIT
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EXIST'G. 1ST. FLR. COMM.
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UNIT TYPE
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AREA (s.f.)
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EXISTING 2ND FLR. UNIT
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EXISTING ATTIC UNIT
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THREE BEDROOM APARTMENT
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STUDIO APARTMENT
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1,030 s.f.
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TWO BEDROOM APARTMENT
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ONE BEDROOM APARTMENT
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626 s.f.
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977 s.f.
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550 s.f.
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UNIT 1A
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UNIT 2A
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UNIT TYPE
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AREA (s.f.)
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UNIT 2B
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UNIT 3A
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STUDIO APARTMENT
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ONE BEDROOM APARTMENT
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550 s.f.
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EXISTING UNITS
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PROPOSED UNITS
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SCOPE OF WORK: -PROPOSED 2-1/2 STORY ADDITION. -PROPOSED 4 RESIDENTIAL UNITS -NEW GARAGE PARKING SPACES FOR NEW UNITS = 4 SPACES -EXISTING COMMERCIAL SPACE AND RESIDENTIAL UNITS TO REMAIN. NO NEW PARKING SPACES WILL BE PROVIDED FOR THE EXISTING UNITS.
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(1) 3-BR UNIT / 4 UNITS = 25%
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INDICATES BULK VARIANCE REQUIRED
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418 s.f.
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EXISTING GROUND FLR. UNIT
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STUDIO APARTMENT
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EXIST. FIRE HYDRANT
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GRASS
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GRASS
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GRASS
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NEW TREE TO BE SELECTED
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NEW TREE TO BE SELECTED
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NEW TREE TO BE SELECTED
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COMMUNITY SPACE
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10 sq. ft. per unit= 90 sq. ft.
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0 sq. ft.
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146 sq. ft.
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THIS CONTRACTOR SHALL DO ALL BACKFILLING AROUND THE FOUNDATION WALLS AS REQUIRED. ALL BACKFILLING SHALL BE DONE WITH CLEAN SOLID EARTH, FREE OF ALL PERISHABLE DEBRIS. ALL BACKFILLING SHALL BE WELL TAMPED AND EARTH SHALL BE SO GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE WALLS. THIS CONTRACTOR SHALL ROUGH GRADE THE ENTIRE PREMISES AS REQUIRED USING EARTH FROM THE EXCAVATION =. ROUGH GRADE SHALL BE APPROXIMATELY 3" BELOW THE FINISH GRADE SHOWN ON THE PLANS.
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THIS CONTRACTOR SHALL CAREFULLY PROTECT ALL SHRUBBERY AND TRESS SO INDICATED BY OWNER. THIS CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES FROM DAMAGE DUE TO CONSTRUCTION. PROTECT DRIVEWAY, WALKS AND STEPS FROM TRAFFIC DURING AND AFTER CONSTRUCTION UNTIL FINAL ACCEPTANCE. PROTECT GRADED AREAS FROM EROSION.
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LAY OUT OF THE BUILDING/ADDITION ACCURATELY ACCORDING TO PLAN AND SET STAKES, BATTER BOARDS, ETC. AS MAY BE NECESSARY TO THE APPROVAL OF THE ARCHITECT.
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EXCAVATE TO DEPTHS NECESSARY TO INSTALL ALL FOOTINGS, WALLS, PIERS, AREAS, FOUNDATIONS, PITS, ETC. ALL ACCORDANCE WITH DRAWINGS AND THEIR INTENT.
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PLUMBER, STEAM FITTER, GAS FITTER AND OTHER TRADES SHALL EXCAVATE AND BACKFILL TRENCHES REQUIRED FOR THEIR OWN WORK AND SHALL BE RESPONSIBLE FOR THE SAME.
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ALL EXTERIOR FOUNDATIONS MUST GO DOWN AT LEAST 3'-6" BELOW THE FINISHED GRADE. THE EXCAVATIONS SHALL BE KEPT AS FREE AS POSSIBLE OF SURFACE DAMAGE. PROVIDE SUFFICIENT SPACE AROUND WALLS FOR WATERPROOFING BEFORE FILLING IN.
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EXCAVATE ALL EARTH, BOULDERS, LOOSE AND SOFT ROCK AS SHOWN ON PLANS. ALL FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH. EARTH SHALL BE CAPABLE OF SUPPORTING TWO TONS PSF. EXCAVATE FOR FOUNDATION WALLS, AREAS, DRIVEWAYS, ETC., AND SUCH OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR FOUNDATIONS, FOOTINGS, ETC., MUST HAVE SOLID LEVEL AND UNDISTURBED BOTTOMS. STACK ALL TOPSOIL IN A NEAT PILE WHEN DIRECTED BY OWNER.
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DO NOT DISTURB PORTIONS OF PROPERTY OUTSIDE BUILDING AREA EXCEPT AS APPROVED. DO NOT STORE BUILDING MATERIALS, DO NOT DUMP OR DEPOSIT EXCAVATED MATERIALS, REFUSE, AND OTHER OBJECTS RESULTING FROM DEMOLITION OR CONSTRUCTION WORK WITHIN THESE AREAS. NO VEHICLES OR PERSONS CONCERNED WITH WORK PERMITTED TO PASS OVER THESE AREAS EXPECT AFTER OBTAINING EXPRESS PERMISSION.
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UPON COMPLETION OF THE WORK, REMOVE ALL PAINT AND VARNISH SPOTS FROM FLOOR, GLASS, TILE, ETC. AND LEAVE ALL DOORS AND SASH FREE TO MOVE PROPERLY. ALL HARDWARE SHALL BE IN PERFECT OPERATION. REMOVE FROM PREMISES ALL RUBBISH AND ACCUMULATED MATERIALS OF WHATEVER NATURE, EXCEPT AS INDICATED BY OWNER. FLOORS SHALL BE LEFT IN CLEAN, ORDERLY CONDITIONS ACCEPTABLE TO THE OWNER AND READY FOR OCCUPANCY.
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PATCH AND REPAIR EXISTING AREAS AND/OR SURFACES DISTURBED BY CONSTRUCTION ACTIVITIES, IF APPLICABLE. WHEN EXTERIOR OPENINGS ARE MADE IN EXISTING WORK, THEY SHALL BE COVERED WITH WATERTIGHT PROTECTION AT THE END OF THE DAYS' WORK. MAINTAIN PREMISES FREE FROM ACCUMULATIONS OF WASTE, DEBRIS, AND RUBBISH CAUSED BY OPERATIONS.
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ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKERS IN THEIR APPROPRIATE TRADES. CONTRACTOR SHALL KEEP SUFFICIENT MANPOWER ON THE JOB AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICE, AND IN THE BEST INTEREST OF THE OWNER. ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE. WORK PERFORMED OVER ANY SURFACE CONSTITUTES ACCEPTANCE OF THAT SURFACE FOR THE SPECIFIED QUALITY OF THE WORK BEING PERFORMED THEREON. ALL WORK AND MATERIALS MUST CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES.
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THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN TRADES INVOLVING STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND ANY OTHER WORK RELATED TO INSURE PROPER COORDINATION IN THE RESIDENCE SO AS TO CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE OWNER. MECHANICAL AND ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATIONS ALLOWED. IF THERE IS ANY CHANGE FROM THESE DRAWINGS, THE OWNER AND/OR ARCHITECT MUST BE NOTIFIED.
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CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THIS PROJECT AND SHALL BE REIMBURSED BY THE OWNER UPON PROOF OF PAYMENT AND RECEIPT OF PERMITS. CONTRACTOR SHALL OBTAIN FINAL APPROVALS AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SHALL FORWARD SAME TO THE OWNER.
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BY SUBMITTING A BID, THE CONTRACTOR ASSERTS THAT THE WORK SITE AND THESE DOCUMENTS HAVE BEEN THOROUGHLY EXAMINED AND THE WORK SCOPE IS FULLY UNDERSTOOD. ALL QUESTIONS REGARDING THE WORK SCOPE SHALL BE ANSWERED PRIOR TO STARTING WORK.
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ALL CONTRACTORS SHALL HAVE AND MAINTAIN CONTRACTORS' LIABILITY PROPERTY DAMAGE INSURANCE AND WORKMAN'S COMPENSATION INSURANCE. ALL PHASES OF CONSTRUCTION SHALL COMPLY WITH LOCAL, STATE AND FEDERAL SAFETY LAWS. GENERAL CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, FURNISHING, FIXTURES AND MATERIAL FROM DAMAGE DUE TO THIS CONSTRUCTION, BUILD ALL NECESSARY BARRICADES AND FURNISH NECESSARY LIGHTING AND DANGER WARNINGS. CONTRACTOR SHALL, IF APPLICABLE, PROTECT EXISTING STRUCTURE FROM DAMAGE DURING CONSTRUCTION AND ENSURE STRUCTURAL INTEGRITY.
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THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE, PRIOR TO COMMENCING WITH THE WORK, AND SHALL BE RESPONSIBLE FOR SAME. IF THERE IS ANY VARIATION FROM THESE DRAWINGS, HE IS DIRECTED TO NOTIFY THE OWNER AND/OR THE ARCHITECT. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB. ANY OMISSIONS IN THESE DOCUMENTS ARE NOT TO BE CONSTRUED AS REMOVING SUCH ITEMS FROM THE RESPONSIBILITIES OF THE CONTRACTOR.
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THE CONTRACTOR SHALL SUPPLY MATERIALS, FIXTURES, APPLIANCES AND LABOR NECESSARY TO COMPLETE ALL WORK NOTED ON PLANS AND AS OTHERWISE REQUIRED. ALL MATERIALS SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL WORK SHALL BE PERFORMED IN A COMPETENT, WORKMANLIKE MANNER ACCEPTABLE WITH MODERN PRACTICE. MATERIALS, WORKMANSHIP AND INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NOT ONLY THE MANUFACTURERS' PRINTED INSTRUCTIONS, BUT ALSO THE STANDARDS OF RECOGNIZED AGENCIES OR ASSOCIATIONS. PROVIDE TEMPORARY PROTECTION OF MATERIALS AND EQUIPMENTS.
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ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED AS REASONABLY CORRECT, BUT IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITIONS. CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM THE DRAWINGS.
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THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THESE SPECIFICATIONS ARE GENERAL IN FORM. THE CONTRACTOR(S) IN APPLYING THEM ASSUME(S) COMPLETE RESPONSIBILITY FOR THEIR USE, SUBSTITUTIONS, CHANGES AND OMISSIONS.
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GENERAL NOTES
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17.
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16.
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19.
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G E N E R A L :
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15.
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INTERIOR BATHROOM(S) (WITHOUT OPERABLE WINDOW) SHALL RECEIVE EXHAUST FAN(S) PROPERLY DUCTED TO THE EXTERIOR . FANS SHALL BE 50 CFM, MIN.
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THE HVAC SUB-CONTRACTOR SHALL EXAMINE THE WORK SITE AND THESE DOCUMENTS SO AS TO FULLY UNDERSTAND ALL THE CONDITIONS PERTAINING TO HIS OR HER WORK. THIS SUB-CONTRACTOR IS RESPONSIBLE FOR DESIGN AND ANY DRAWINGS REQUIRED FOR HVAC WORK TO BE FILED WITH THE BUILDING DEPT. BEYOND WHAT IS INDICATED ON THESE DOCUMENTS. THIS SUB-CONTRACTOR SHALL PERFORM THE WORK AS DIRECTED BY THE CONTRACTOR AND GENERALLY IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION SO AS TO CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE OWNER AND SHALL FINAL BALANCE THE SYSTEM. THIS SUB-CONTRACTOR SHALL GUARANTEE ALL THEIR WORK, INCLUDING MATERIALS AND EQUIPMENT.
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ALL ELECTRICAL WORK AND MATERIALS MUST CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND THE LOCAL UTILITY COMPANY. PROVIDE ALL SMOKE DETECTORS AS PER APPLICABLE CODES AND ORDINANCES, IN LOCATIONS NOTED ON PLANS OR AS DIRECTED BY LOCAL OFFICIAL. SMOKE DETECTORS SHALL BE LOCATED WITHIN 10 FEET OF BEDROOMS AND ONE IN EACH BEDROOM, INTERCONNECTED AND WITH BATTERY BACK UP. GFI PROTECTED OUTLETS SHALL BE PLACED IN BATHS, LAVS, AND SICK AREAS. PROVIDE ALL CONNECTIONS TO HVAC, PLUMBING, FIRE PROTECTION OR OTHER EQUIPMENT.
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GYPSUM WALLBOARD MATERIAL SHALL BE " OR " (AS INDICATED ON THE 58" OR " (AS INDICATED ON THE 12" (AS INDICATED ON THE DRAWINGS) TAPERED EDGE SHEET ROCK WITH ALL JOINTS AND INTERNAL ANGLES FINISHED WITH PERF-A-TAPE JOINT SYSTEM. EXTERNAL ANGLES SHALL BE FINISHED WITH PERF-A-BEAD. TREAT JOINTS WITH THREE COATS COMPOUND. FINISH SMOOTH AND EVEN.
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ALL NEW SURFACES SHALL BE PROPERLY PREPARED, SPACKLED, FILLED, SANDED, ETC. TO PROVIDE A PERFECTLY SMOOTH SURFACE, READY TO BE FINISHED. BATHROOMS SHALL RECEIVE 1/2" GREEN BOARD WITH 1/2" CEMENT BOARD AROUND SHOWER / TUB AREAS.
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ALL GYPSUM BOARD MATERIALS SHALL BE THE PRODUCTS OF THE U.S. GYPSUM COMPANY OR APPROVED EQUAL, & DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS OR BUNDLES. STORE MATERIALS IN A PLACE PROTECTED FROM MOISTURE AND USE IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
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3.
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ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. PROVIDE COMPLETE WEATHER-STRIPPING OF JAMBS, HEAD AND SILL AT ALL EXTERIOR OPENINGS.
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ALL LUMBER MATERIALS SHALL BE NEW, SOUND AND DRY. THEY SHALL BE FREE OF IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED. THEY SHALL BE OF THE SIZES CALLED FOR ON THESE DRAWINGS. AND OF THE GRADE AND SPECIES SPECIFIED HEREIN.
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SLABS ON GRADE TO BE FOUR INCHES THICK (MIN.) OR AS DETAILED ON THE DRAWINGS. SLABS SHALL RECEIVE 6" BY 6" 10 GAUGE WELDED WIRE MESH REINFORCING. SLABS TO BEAR ON A 4" POROUS MATERIAL, GRAVEL, CRUSHED STONE, OR SAND FILL OVER COMPACTED SUB GRADE. PROVIDE SIX-MIL THICK POLYETHYLENE VAPOR BARRIER AS INDICATED ON THE DRAWINGS.
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DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL CONCRETE HAS ATTAINED MAXIMUM STRENGTH. WHERE BACKFILLING IS PLACED AGAINST FOUNDATION WALLS OR GRADE BEAMS BEFORE FLOOR CONSTRUCTION IS IN PLACE, PROVIDE TEMPORARY BRACING.
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WHERE FOOTINGS ARE STEPPED, BOTTOMS TO BE STEPPED NOT MORE THAN TWO FEET VERTICAL TO FOUR FEET HORIZONTAL, AT LEAST A 1:2 RATIO. AT LEAST 36 INCHES FROM FOOTINGS BOTTOM TO FINISHED GRADES SHALL GOVERN FOOTING LAYOUT.
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BOTTOMS OF EXTERIOR FOOTINGS TO BE CARRIED A MINIMUM OF 3'-0" BELOW FINISHED GRADE, OR AS DETAILED ON THE DRAWINGS. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL, MINIMUM-BEARING CAPACITY OF TWO TONS PER SQUARE FOOT AT WHATEVER DEPTH FOUND. CONTRACTOR TO NOTIFY ARCHITECT OR ENGINEER WHEN EXCAVATION IS MADE TO VERIFY ABOVE ASSUMPTION.
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CONCRETE SHALL BE TRANSIT MIX AND SHALL BE STONE AGGREGATE, " 34" MAXIMUM, HAVING MINIMUM STRENGTH OF 3,500 PSI AT 28 DAYS. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR-ENTRAINED. ALL SLABS TO RECEIVE SUPERPLASTICIZER.
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BRICK AND STONE VENEER SHALL BE AS SHOWN ON DRAWINGS. LAY IN A FULL BED OF MORTAR WITH GALVANIZED TIES 16" O.C. HORIZONTAL AND VERTICAL. ALL JOINTS SHALL BE WELL TOOLED. PROVIDE FOR THROUGH WALL FLASHING, AIRSPACE AND WEEPS.
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MASONRY BLOCKS SHALL BE HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C-90 GRADE N., TYPE 1. THEY SHALL BE LAID LEVEL, PLUMB AND STRAIGHT IN A FULL BED OF MORTAR. ALL MASONRY TO BE LAID IN THE RUNNING BOND METHOD.
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FINISH GRADING SHALL BE ESTABLISHED TO PROVIDE SURFACE DRAINAGE IN ALL DIRECTIONS AWAY FROM THE HOUSE AND EXCAVATED AREAS. UPON COMPLETION OF WORK, REMOVE FROM PREMISES ALL EXCESS MATERIALS INCLUDING BRANCHES, ROCKS, BRUSH, AND RUBBISH THAT HAVE BEEN ACCUMULATED DURING WORK, LEAVING SITE CLEAN AND READY FOR OCCUPANCY.
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THIS CONTRACTOR SHALE REMOVE ALL SURPLUS EARTH FROM THE EXCAVATION OF THIS PROPERTY AS REQUIRED. NO TOPSOIL SHALL BE REMOVED FROM PREMISES UNLESS SO DIRECTED IN WRITING.
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I N T E R I O R W O R K :
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W I N D O W S & D O O R S :
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L U M B E R & F R A M I N G :
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F O U N D A T I O N :
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H V A C :
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E L E C T R I C A L :
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CUTTING, NOTCHING, AND BORING OF LUMBER SHALL BE IN ACCORDANCE WITH CODE. CUTTING, NOTCHING, AND BORING OF ENGINEERED LUMBER SHALL COMPLY WITH MANUFACTURE'S SPECIFICATIONS.
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ALL LUMBER MATERIALS SHALL BE NEW, SOUND AND DRY. THEY SHALL BE FREE OF IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED. THEY SHALL BE OF THE SIZES CALLED FOR ON THESE DRAWINGS, AND OF THE GRADE AND SPECIES SPECIFIED HEREIN. THE CONTRACTOR SHALL PROVIDE ALL FRAMING HARDWARE REQUIRED TO COMPLETE FRAMING.
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ALL STRUCTURAL MEMBERS (POSTS, JOISTS, GIRDERS AND RAFTERS SHALL BE NO. 2 OR BETTER DOUGLAS FIR-LARCH (NORTH) WITH THE FOLLOWING MINIMUM CHARACTERISTICS:
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ALL STUDS AND NON-STRUCTURAL FRAMING MAY BE HEM-FIR (NORTH) WITH THE FOLLOWING MINIMUM CHARACTERISTICS:
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DOUBLE THE JOISTS UNDER PARALLEL PARTITIONS, SHOWER, TUB AND AS MAY BE INDICATED ON THE PLANS. SET ALL JOISTS AND BEAMS WITH NATURAL CAMBER UP. ENDS OVERLAPPED WHERE BEARING AND SECURELY SPIKED TOGETHER. FRAME OPENINGS LARGER THAN SIXTEEN INCHES WITH DOUBLE HEADERS AND TRIMMERS.
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PROVIDE TRIP-L-GRIP (OR EQUAL) ANCHORS IN ALL CATHEDRAL AND VAULTED CEILINGS. LAG COLLAR TIES TO RAFTERS AT PAN CEILINGS.
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PROVIDE 1" X 3" CROSS OR SOLID BRIDGING AT THE MID-SPAN OF ALL FLOOR JOISTS OR AS INDICATED ON THE PLANS. (8' O.C. MAX.)
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ALL EXTERIOR HEADERS SHALL BE TWO 2 X 12'S W/ 1/2" PLYWOOD SPACER SPIKED TOGETHER UNLESS OTHERWISE NOTED ON PLANS.
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ALL LUMBER IN DIRECT CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED. SILLS SHALL BE SET ON SILL SEAL INSULATION AND BE FASTENED TO FOUNDATION WALL WITH 1/2" DIAMETER HOT-DIPPED GALVANIZED ANCHOR BOLTS AT FOUR FOOT MAX. SPACING AND TWELVE INCHES FROM CORNERS. ALL EXPOSED EXTERIOR FASTENERS AND CONNECTORS SHALL BE HOT-DIPPED ZINC GALVANIZED, TRIPLE ZINC COATED (ELECTROPLATED) OR STAINLESS STEEL. ACQ TREATED LUMBER SHALL NOT COME IN CONTACT WITH ALUMINUM, STEEL, OR IRON PRODUCTS. THIS INCLUDES FLASHING, LAG, AND ANCHOR BOLTS. FOR NEW DECK CONSTRUCTION PROVIDE ICE AND WATER SHIELD FOR FLASHING BETWEEN EXTERIOR WALL AND DECK LEDGER BOARD.
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MICROLLAM HEADERS AND BEAMS AND T.J.I JOISTS SHALL BE AS SIZED ON THE DRAWINGS. MICROLLAM AND T.J.I. JOISTS ARE MANUFACTURED BY TRUSS JOIST CORPORATION, BOISE, IDAHO, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS.
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EXTERIOR 2X4 WALLS: R-15.
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EXTERIOR 2X6 WALLS: R-21.
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1. %MAXIMUM MOISTURE CONTENT
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2. FIBER STRESS (FB) - 850 PSI
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3. HORIZONTAL SHEAR (FV) - 95 PSI
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4. MODULUS OF ELASTICITY (E) - 1,600,000 PSI
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1. 19 % MAXIMUM MOISTURE CONTENT.
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2. FIBER STRESS (FB) - 775 PSI
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3. HORIZONTAL SHEAR (FV) - 75 PSI
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4. MODULUS OF ELASTICITY (E) - 1,400,000 PSI
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NOTE: APPLIANCES IN THE ATTIC SHALL HAVE ACCESS WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGE WAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30" HIGH AND 22" WIDE AND NOT MORE THAN 20' LONG WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGE WAY. THE PASSAGE WAY SHALL HAVE CONTINUOUS FLOORING NOT LESS THAN 24" WIDE. A LEVEL SERVICE SPACE 30" WIDE x 30" DEEP AND THE 30" SHALL BE CONTINUOUS ON ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. A LIGHT FIXTURE WITH A SWITCH SHALL BE INSTALLED ALONG THE PASSAGE AND A RECEPTACLE IS REQUIRED NEAR THE APPLIANCE IN ACCORDANCE TO THE ELECTRICAL CODE (NJAC 5:23-3.16) THE ELECTRICAL SYSTEM WITHIN THE HOUSE SHALL BE GROUNDED TO #4 REBAR IN THE FOOTINGS and SHALL COMPLY WITH THE NJ UCC AMENDMENTS and NEC SECTION 250-50. FOR ALTERATION OR RENOVATION WORK - Electrician TO RECONFIGURE OR ADD NEW ELECTRICAL WIRING AS REQUIRED BY NEW WORK. ALL ABANDONED WIRING TO BE REMOVED.
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