Muhammad Imran

REVISIONS NO. DATE DESCRIPTION MULTIFAMILY RESIDENCE DEVELOPMENT EXISTING BUILDING BLOCK 10304, LOT 3 ARCHITECT: ADDRESS: 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 ABBREVIATIONS: AUGUSTUS GEHRY ARCHITECT A. AT ABOVE FINISHED FLOOR ALUMINUM APPROXIMATELY BD BFE BLDG BM BOT BOF BEAR BSMT BOARD BASE FLOOR ELEVATION BUILDING BEAM BOTTOM BOTTOM OF FOOTING BEARING BASEMENT CJ CLG CLR CMU CO COMP CONC CONT CPT CT CEILING JOISTS CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COMPOSITE CONCRETE CONTINUOUS CARPET CERAMIC TILE DIA DIM DIST DN DS DIAMETER DIMENSION DISTANCE DOWN DOWN SPOT E EA ELEV EQ EQUIP EXP EXIST EXT EAST EACH ELEVATION EQUAL EQUIPMENT EXPOSED EXISTING EXTERIOR FD FFE FJ FLD FLR FT FTG FLOOR DRAIN FINISHED FLOOR ELEVATION FLOOR JOISTS FIELD FLOOR FOOT / FEET FOOTING C. A. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF THE ARCHITECT AND OR OWNER OF THE PROPERTY CONCERNED TO USE AS HE SEES FIT. THESE DRAWINGS SHALL NOT BE USED WITHOUT THE ARCHITECT'S OR OWNER'S OF THE PROPERTY CONSENTS. DRAWINGS SHALL NOT BE USED FOR ISSUE OF THE BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ARCHITECT OR OWNER OF THE PROPERTY. STRUCTURE/BUILDING DELINEATED HEREIN. B. THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY PREPARED WITH THE INTENT TO DEMONSTRATE THE OVERALL DESIGN ARRANGEMENT AND METHOD OF ASSEMBLY OF THE VARIOUS COMPONENTS. THE DRAWINGS DO NOT INDICATED EXTENSIVE DETAILS. THE CONTRACTOR SHALL HAVE REVIEWED THESE PLANS, SEEN THE SUBJECT PROPERTY AND BE CAPABLE OF EXECUTING THE DETAIL WORK NECESSARY TO ACHIEVE THE INTENDED RESULT IN A MANNER CONSISTENT WITH QUALITY WORKMANSHIP WITHIN THE REGION. IT IS INCUMBENT UPON THE CONTRACTOR TO REPORT IN WRITING TO THE ARCHITECT OR OWNER OF THE PROPERTY PRIOR TO SUBMISSION OF THE BID ANY QUESTIONABLE ERROR OR OMISSION IN INTENT OR METHOD OF CONSTRUCTION. C. THESE CONTRACT DOCUMENTS WERE PREPARED IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE NEW JERSEY EDITION AND THE NEW JERSEY STATE UNIFORM CONSTRUCTION CODE AS AMENDED. THE CONTRACTOR SHALL CONFORM TO THIS AND OTHER APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, BY LAWS, REGULATIONS, ORDINANCES AND REQUIREMENTS. ALL CONSTRUCTION SHALL CONFORM TO ACCEPTED GOOD PRACTICE AS BY THE LATEST EDITIONS OF "THE NATIONAL BUILDING CODE," 2018 INTERNATIONAL RESIDENTIAL CODE NEW JERSEY EDITION AND F.H.A MINIMUM PROPERTY STANDARDS. ALL ARE READILY AVAILABLE TO THE TRADES. D. THESE CONTRACT DOCUMENTS WERE PREPARED TO COMPLY WITH THE 2018 IECC E. SLEEPING ROOM WINDOWS SHALL COMPLY WITH THE REQUIREMENTS OF THE 2018 INTERNATIONAL RESIDENTIAL CODE NEW JERSEY EDITION SECTION R310, EMERGENCY ESCAPE AND RESCUE OPENINGS. F. NO BASEMENT SPACES ARE INTENDED FOR RESIDENTIAL OCCUPANCY. G. IT IS UNDERSTOOD THAT THE ARCHITECT WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COST BECAUSE OF CONDITIONS UNCOVERED DURING CONSTRUCTION. THESE DRAWINGS ARE PREPARED BASED UPON H HA HD HDR HDW HM HVAC HT HORZ HIGH HANDICAP ACCESSIBLE HEAD HEADER HARDWARE HOLLOW METAL HEATING VENTILATION & AIR CONDITIONING HEIGHT HORIZONTAL IN INSUL INT INCH INSULATION INTERIOR JT JST JOINT JOISTS L LF LINO LT LONG LINEAL FEET LINOLEUM LIGHT MAT'L MAX MECH MIL MIN MIR MO MATERIAL MAXIMUM MECHANICAL MILLIMETER MINIMUM MIRRORED MASONRY OPENING N N/A NE NIC NO NOM NTS NW NORTH NOT APPLICABLE NORTHEAST NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE NORTHWEST OC OPN'G OPP OSB ON CENTER OPENING OPPOSITE ORIENTED STRAND BOARD PLYWOOD PAINT QC QUALITY CONTROL REF REG'D RFTS RM RO REFERENCE REQUIRED RAFTERS ROOM ROUGH OPENING S SCHD SE SECT SF SIM SHR SS STL STRUC SUSP SW SYM SOUTH SCHEDULED SOUTHEAST SECTION SQUARE FEET SIMILAR SHEAR STAINLESS STEEL STEEL STRUCTURE SUSPENDED SOUTHWEST SYMMETRICAL T&G THK TO TOF TOS TYP TONGUE AND GROOVE THICK TOP OF TOP OF FOOTING TOP OF STEEL TYPICAL UNO UNLESS NOTED OTHERWISE VERT VFY VOL VTR VERTICAL VERIFY VOLUME VENT THROUGH ROOF W W/ W/O WC WD WIN WIC WT WWM WEST/WIDE WITH WITHOUT WATER CLOSET WOOD WINDOW WALK IN CLOSET WEIGHT WOVEN/WELDED WIRE MESH S. M. U. V. N. O. MODIFICATIONS TO THESE PLANS BY THE CONTRACTOR SHALL NOT BE MADE WITHOUT WRITTEN PERMISSION BY THE ARCHITECT OR OWNER OF THE PROPERTY. A COPY OF SUCH CHANGES SHALL BE FILED WITH THE OWNER AND CONTRACTOR SHALL HOLD HARMLESS THE ARCHITECT FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM THE SHEET INDEX PERFORMANCE OF THE WORK BY THE CONTRACTOR. J. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. WHERE LOCAL CODES CONFLICT WITH THESE DRAWINGS, CODE REQUIREMENTS TAKE PRECEDENCE. K. IT IS ASSUMED THAT WHEN A BUILDING PERMIT IS ISSUED BY THE BUILDING INSPECTOR, THAT HE/SHE HAS THOROUGHLY EXAMINED THE DRAWINGS AND SPECIFICATIONS ACCORDING TO THE 2018 INTERNATIONAL RESIDENTIAL CODE NEW JERSEY EDITION REQUIREMENTS. ANY CHANGES ADDITIONS ETC., MADE BY ANY PARTY OTHER THAN THE ARCHITECT DURING CONSTRUCTION SHALL BR THE RESPONSIBILITY OF THE PERSON MAKING SUCH CHANGES. L. M. THE FOLLOWING, UNLESS PROVIDED FOR IN THESE DRAWINGS, ARE TO BE FURNISHED BY THE OWNER. 1. SITE GRADING, DRAINAGE, AND UTILITIES. 2. SELECTION OF INTERIOR MATERIAL FINISHES, CABINETRY AND HARDWARE. 3. STANDARD OF QUALITY AND ACCEPTABLE MANUFACTURERS FOR PREFABRICATED ITEMS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL THE PLANS, DIMENSIONS AND SITE CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION, DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS SHALL GOVERN. NOTIFY ARCHITECT AND OR OWNER OF ALL DEVIATIONS TO THE PLAN BEFORE PROCEEDING WITH THE WORK. N. CONTRACTOR OR OWNER SHALL OBTAIN ALL NECESSARY PERMITS FROM THE TOWN AND LOCAL AUTHORITIES. O. ALL CONTRACTOR TO PROVIDE ALL NECESSARY BARRICADE AND SAFETY PRECAUTIONS AND TO STRICTLY ADHERE TO LOCAL, STATE AND O.S.H.A SAFETY REQUIREMENTS. P. ALL CONTRACTOR SHALL MAINTAIN CONTRACTOR'S LIABILITY, PROPERTY DAMAGE INSURANCE AND WORKMAN'S COMPENSATIONS INSURANCE TO FULLY PROTECT THE CONTRACTOR AND OWNER AGAINST ANY CLAIMS. THE CONTRACTOR SHALL FURNISH TO THE OWNER CERTIFICATE THAT THESE POLICIES ARE IN EFFECT. Q. R. S. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO READ THE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS. THESE SPECIFICATIONS ARE INTENDED TO SUPPLEMENT THE WORKING DRAWINGS, WHICH TOGETHER ARE TO BE USED FOR PERFORMING THE WORK. WHERE THE SPECIFICATIONS DISAGREE WITH THE DRAWINGS, THE DRAWINGS SHALL SUPERCEDE. T. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY AND SECURITY ON THE JOB SITE. THE ARCHITECT OFFICE AND ITS AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, SUITS AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF THE WORK ON THIS PROJECT. U. ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR USE AS REQUIRED BY GOVERNING MUNICIPAL, STATE AND OR FEDERAL AGENCIES AND SHALL BEAR ALL REQUIRED CONDITIONS. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL REPORT IN WRITING ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF SUCH CONDITIONS. MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 01 OF 13 COVER SHEET AND SHEET INDEX 02 OF 13 GENERAL AND TECHNICAL NOTES FOR 03 OF 13 LEGENDS AND ARCHITECTURAL DETAILS 04 OF 13 ARCHITECTURAL DETAILS MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN 05 OF 13 COUNTY'S SURVEY PLAT AND EXISTING BUILDING LAYOUT 06 OF 13 EXISTING FIRST FLOOR ARCHITECTURAL PLAN 07 OF 13 EXISTING SECOND FLOOR ARCHITECTURAL PLAN 08 OF 13 EXISTING BASEMENT FLOOR ARCHITECTURAL PLAN 09 OF 13 PROPOSED FIRST FLOOR ARCHITECTURAL PLAN THE ARCHITECT HAS PREPARED THESE DRAWINGS BASED ON DISCUSSIONS WITH THE OWNERS AND ARCHITECT'S OWN KNOWLEDGE OF CONSTRUCTION TECHNIQUES AND BUILDING CODES. IT IS INCUMBENT UPON THE OWNER TO REVIEW THE FINAL PLANS TO INSURE HIS INTENT HAS BEEN MET AND TO NOTIFY THE ARCHITECT IMMEDIATELY (BEFORE COMMENCING CONSTRUCTION) OF ANY CHANGES HE DESIRES. PROJECT: 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 DWG. No. DESCRIPTION THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT THE WORK AND ALL MATERIALS AND SUPPLIES ON THE CONSTRUCTION SITE AGAINST LOSS OR DAMAGE FROM FIRE, VANDALISM AND MISCHIEF AT ALL TIMES. PLAN REVIEW INFO: W. THE CONSTRUCTION OFFICIAL. ANY MODIFICATIONS MADE WITHOUT THE PRIOR WRITTEN PERMISSION WILL BE THE SOLE RESPONSIBILITY OF THE PARTY ENACTING SUCH MODIFICATIONS. I. CONSULTANTS: T. INFORMATION SUPPLIED BY THE OWNER INCLUDING DRAWINGS, SURVEY ETC. H. ARCHITECTURE INTERIOR DESIGN R. L. F. PLYWD PT Q. J. E. DRAWINGS SHALL NOT BE PROTOTYPED WITHOUT AUTHORIZATION FROM ARCHITECT OR OWNER OF THE PROPERTY. UNLESS STATED SPECIFICALLY BY LETTER, THESE DRAWINGS MAY BE USED TO CONDUCT ONLY ONE OF THE GAUGE GALVANIZED GYPSUM I. D. GENERAL CONDITIONS: GA GALV GYP H. B. 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 P. G. @ AFF AL APPR 10 OF 13 PROPOSED SECOND FLOOR ARCHITECTURAL PLAN 11 OF 13 PROPOSED BASEMENT FLOOR ARCHITECTURAL PLAN 12 OF 13 13 OF 13 SHEET TITLE: COVER SHEET AND SHEET INDEX DATE:- PROJECT NO. 01 EXISTING ELEVATIONS WITH PROPOSED DETAILS SCALE: AS NOTED SHEET NO. EXISTING ELEVATIONS WITH PROPOSED DETAILS DRAWN: MI CHECKED: SJ & AG A-1 DWG. NO. 01 OF 13 REVISIONS GENERAL NOTES: CONCRETE NOTES: THE FOLLOWING SPECIFICATIONS ARE OUTLINE OF MINIMUM REQUIREMENTS AND THEIR 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST A.C.I CODE. AND BE DETAILED, APPLICATION. MANUFACTURER SPECIFICATIONS AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF REINFORCED, AND INSTALLED PER REQUIRMENTS OF ACI 318, ACI 301, AND ACI 302. AIR ENTRAINED MINIMUM SPECIFICATION SHALL CONTROL. CONCRETE SHALL BE USED FOR GARAGE SLABS AND ALL EXTERIOR SLABS. 1. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND PROPOSED DIMENSIONS AND 2. FOUNDATIONS ARE DESIGNED FOR A GROSS SOIL-BREAKING CAPACITY OF 2000 PSF ± CONDITIONS AT THE JOB SITE PRIOR TO BEGINNING THIS PROJECT AND REPORT ANY DISCREPANCIES TO SHOULD ACTUAL CAPACITY BE LESS, NOTIFY ARCHITECT IMMEDIATELY AND FOUNDATIONS WILL BE THE ARCHITECT BEFORE STARTING THE WORK. THE FAILURE TO DO SO WILL IN NO WAY RELIEVE THE CONTRACTOR OF FURNISHING ALL MATERIALS AND PEFORMING ALL WORK REQUIRED FOR COMPLETION OF REDESIGNED. 3. 3. FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OR COMPACTED GRAVEL BACK FILL, THE WORK IN CONFORMANCE WITH THE DRAWINGS OR AS REQUIRED BY SITE CONDITIONS. CONTRACTORS BELOW THE MINIMUM FROST DEPTH. SHALL ASSUME RESPONSIBLE FOR ERRORS THAT ARE NOT REPORTED. 4. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, 4. EXCAVATIONS FOR FOOTINGS SHALL BE NEAT IMMEDIATELY AFTER EXCAVATION. CLEARANCES, ETC. WITH THE WORK OF ALL OTHER TRADES. 5. 3. DENSITY. ALL SUBSTITUTIONS AND/OR CHANGES AFFECTING THE DESIGN OF THIS STRUCTURE SHALL BE AND FOOTINGS SHALL BE POURED 5. ALL FILL WITHIN CONFINES OF BUILDING SHALL BE COMPACTED TO 95% OF MAXIMUM SUBJECT TO ARCHITECT AND ENGINEER APPROVAL. 6. 4. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 28 DAYS (EXCEPT AS OTHERWISE NOTED). FLOOR SLABS SHALL BE 4000 PSI STRENGTH. 7. 5. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF A.C.I CODE. CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS IN FLOORS, WALLS 6. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 7. NO CONCRETE IS TO BE POURED WHEN THE TEMPERATURE IS 40 DEGREES f. AND FALLING. AND ROOFS CONSTRUCTIONS AS REQUIRED WHETHER SHOWN OR NOT ON THE ARCHITECTURAL AND/OR 8. 8. ALL REINFORCING SHALL MEET THE REQUIRMENTS OF ASTM 615, FS = 24,000 PSI. OTHER DRAWINGS AND PROVIDE LINTELS OR HEADERS AS REQUIRED. 9. 9. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 SPECIFICATIONS AND SHALL BE 6. PLACED IN UPPER 1/3 OF THE SLAB. WHERE ALUMINUM IS ADJACENT TO STEEL, PROVIDE ADEQUATE BARRIER TO PREVENT OXIDATION OF ALUMINUM. TYPICAL FOR OTHER DISSIMILAR METALS. 10. 7. CHASES, ETC., TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF THE TRADES AND VERIFY THE ALL ACCESSORIES NOT SHOWN ON THE DRAWINGS OR SPECIFICALLY CALLED FOR SUCH AS BLOCKING, BULKHEADS, CATS, FASTENERS, MISCELLANNEOUS TRIM, ETC., REQUIRED AND NECESSARY 10. THE GENERAL CONTRACTOR SHALL INSTALL ALL ANCHORS, PIPE SLEEVES, INSERTS, LOCATIONS OF THE SAME BEFORE PROCEEDING WITH THE CONCRETE WORK. AND CONSIDERED GENERAL PRACTICE FOR HOME CONSTRUCTION SHALL BE CONSIDERED PART OF THE MASONRY NOTES: BUILDING CONTRACT. 8. WHEN THE PROJECT IS AN ADDITION OR REMODELING JOB, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS (TRIM, TEXTURES, MATERIALS, METHODS OF CONSTRUCTION, ETC.) AND MATCH EXISTING UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE EXISTING STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO COMPLETE THE WORK WHETHER SHOWN ON THE DRAWINGS OR NOT INCLUDING, BUT NOT LIMITED TO PARTITIONS, FLOORS AND FLOOR COVERINGS, CEILINGS, ROOF AND/OR STRUCTURE, LIGHTING, ELECTRICAL, PLUMBING, HVAC, ETC., AS REQUIRED. REPLACE AND RELOCATED AS REQUIRED. 10. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 11. THE CONTRACTOR SHALL FURNISH OWNERS WITH INSURANCE CERTIFICATION AND WAIVERS OF MECHANICS LIENS BEFORE PROCEEDING WITH THE WORK. 12. ALL MATERIALS, WORK AND EQUIPMENT AND ITS INSTALLATION BY THE CONTRACTOR SHALL BE 1. ALL MASONRY WORK SHALL CONFORM TO THE ANSI A-41.2 REQUIREMENTS FOR MASONRY 16. ALL ENGINEERED LUMBER SHALL MEET ENGINEERED LUMBER" OR EQUAL THE REQUIREMENTS OF "GEORGIA-PACIFIC 17. E: 2,000,000 PSI PRE-FAB ENGINEERED LUMBER FOR FLOOR AND ROOF PERFORMANCE WITH A MAXIMUM LIVE LOAD DEFLECTION LIMIT OF L/480 BASED UPON "GEORGIA PACIFIC ENGINEERED LUMBER". 18. MINIMUM THICKNESS OF FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD, GLUED AND SCREWED TO FLOOR JOISTS IN ACCORDANCE WITH APA REQUIREMENTS. 19. THE ASSEMBLY AND INSTALLATION OF FRAMING DETAILS SHALL MEET THE MINIMUM REQUIREMENTS OF "FLOOR DETAILS" F1 - F20 "CANTILEVER DETAILS" C1-C5, AND "ROOF DETAILS" R1 R11, AS ILLUSTRATED PER "GEORGIA PACIFIC RESIDENTIAL FLOOR AND ROOF SYSTEM PRODUCT GUIDE". CURRENT EDITION. 20. PROVIDE SIMPSON STRONG TIE, "SST" METAL COLUMN TO BEAM CONNECTORS AT ALL TO FOUNDATION OR LOWER SUPPORT BEAM. PROVIDE SOLID BLOCKING UNDER ALL COLUMNS AT FLOOR. 21. CONNECT ALL ROOF RAFTERS TO RIDGE MEMBERS WITH SIMPSON STRONG TIE, "SST"-LSSU", SLOPING JOIST CONNECTORS. SELECT SIZE OF CONNECTOR TO MATCH SIZE OF RAFTER OR RAFTER BEAM. 22. CONNECT ALL ROOF RAFTERS TO TOP PLATE OF WALLS. USE A MINIMUM OF SIMPSON STRONG TIE, "SST-HI" AT EACH ROOF RAFTER UNLESS NOTED OTHERWISE. 23. PROVIDE FOR ALL FIRE STOPPING IN WALLS AND FLOORS AS REQUIRED BY BUILDING CODE. 24. PROVIDE TERMITE SHIELDS AND PRESSURE-TREATED SILL PLATES ON ALL CONCRETE AND 25. MINIMUM OF (2) 3/8" DIA. BOLTS @ 32" O.C OR EQUIVALENT "HILTI" SHOTS. WOOD FRAMING SIZES, VERTICAL FRAMING, HORIZONTAL FRAMING, FIRE STOPS, DRAFT STOPS, ANCHORS, FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER LOCAL BEARING BLOCK. BUILDING CODE MINIMUM REQUIREMENTS. 3. 27. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EXPOSED TO WEATHER SHALL BE OR EQUAL) AT ALL MORTAR JOINTS, 16" ON CENTER VERTICALLY, UNLESS NOTED OTHERWISE. TREATED LUMBER OR REGULAR LUMBER ON MASTIC BEDDING. 4. MASONRY REINFORCEMENT SHALL MEET THE REQUIREMENTS OF ASTM A-615, FS = 24,000 PSI. 28. 5. ALL CONCRETE BLOCK BELOW GRADE SHALL BE REGULAR UNITS (UNLESS OTHERWISE NOTED). AGENCY. SURFACE DRY: TO 18% MAXIMUM MOISTURE CONTENT. 6. NO BACK FILL SHALL BE PLACED AGAINST ANY FOUNDATION WALL UNTIL WALLS ARE PROPERLY 29. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING ALL TREATED LUMBER SHOULD BE "ACQ" ALKALINE COPPER QUATERNARY LUMBER AND ALL BRACED OR FLOORS ARE ERECTED AND ANCHORED IN PLACE. FASTENERS SHOULD BE HOT DIPPED GALVANIZED AND NO ALUMINUM FLASHING SHOULD NOT BE IN 7. DIRECT CONTACT WITH THE TREATED MATERIAL, USE EPDM OR A POLY MATERIAL TO CREATED A FRAMING NOTES: BUILDING DEPARTMENT DATA THE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY. THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND THEIR USE IS GRANTED (CONTINGENT SPECIFICATIONS HEREIN, WHERE MORE STRINGENT SHALL BE COMPLIED WITH. 1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. UPON PAYMENT OF THE REQUIRED FEE TO THE ARCHITECT) FOR THE OWNER / BUILDERS USE IN THE 14. 2. ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW. CONSTRUCTION OF A SINGLE STRUCTURE. ANY USED OR REUSE OF THESE DOCUMENTS WITHOUT AROUND THE CONSTRUCTION AREA. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE CONTROL OF 3. ALL HEADERS SHALL BE 3-2x10'S WITH DOUBLE 1/2" PLYWOOD FLITCH PLATE UNLESS THE PRIOR WRITTEN PERMISSION OF THE ARCHITECT IS FORBIDDEN. THE ARCHITECT MAINTAINING SAFE INGRESS AND EGRESS OF CONSTRUCTION AREA. OTHERWISE NOTED. HIS COPYRIGHT OF THESE DOCUMENTS IN CONFORMANCE WITH ALL APPLICABLE LAWS OF THE 15. 4. UNITED STATES OF AMERICA. 13. CONTRACTOR SHALL INSTALL ALL MANUFACTURED ITEMS. MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THE THE CONTRACTOR SHALL PROVIDE PROTECTION FOR OWNER AND THE GENERAL PUBLIC IN AND WORK NOT IDENTIFIED IN A CERTAIN LOCATION ON A DRAWING BUT RESPONSIBLY IMPLIED TO BE FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL PARALLEL TO JOIST SIMILAR TO THAT SHOWN IN A CORRESPONDING LOCATION SHALL BE CONSIDERED TO BE PART OF THIS DIRECTION. CONTRACT. 5. 16. ITEMS IDENTIFIED AS "EXISTING" ARE EXISTING TO REMAIN (U.N.O) PROVIDE (2) ROWS FOR ALL SPANS OVER 16'-0" SIMPSON STRONG TIE, "SST" TB27 METAL "X" BRIDGING. 2021 INTERNATIONAL MECHANICAL CODE 17. EXISTING ITEMS TO REMAIN THAT ARE DAMAGED OR DISTURBED AS A RESULT OF WORK 6. 2020 NATIONAL STANDARD PLUMBING CODE PROVIDE A MINIMUM OF (1) ROW OF "X" BRIDGING AT ALL FLOOR AND ROOF JOIST SPANS. ALL EXTERIOR CORNERS INSIDE AND OUTSIDE CORNERS SHALL BE MINIMUM BRACED WITH 1/2" 2021 NATIONAL ELECTRICAL CODE THE ARCHITECT AND WITHOUT ADDITIONAL COST TO THE OWNER. (OPTION-APPROVED DIAGONAL CORNER BRACES BOTH DIRECTIONS AT ALL CORNERS). 2021 INTERNATIONAL FUEL GAS CODE 18. 7. INTERNATIONAL ENERGY CONSERVATION CODE 2021 - RESIDENTIAL THE CONTRACTOR SHALL LEGALLY DISPOSE OFF ALL UNUSED MATERIAL AND DEBRIS OFF THE ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN TO FOOTINGS DESIGNED TO CARRY IMPORTANCE FACTOR "STANDARD - RESIDENTIAL" UNLESS OTHERWISE NOTED LOAD. 8. CONDITION CODES AND MANUFACTURER'S RECOMMENDATIONS. THAN 10'-0". ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLOOR PLANS, ELEVATIONS, SECTIONS, DETAILS 20. 9. AND NOTES SHEET PREPARED BY THE ARCHITECT AND THE WOOD FRAME CONSTRUCTION MANUAL PROVIDE DOUBLE 2x8 STRONG BACK AT MID SPAN FOR CEILING JOISTS WITH SPAN GREATER PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE BOARD AND PROTECTION ASSOCIATION AND ALL GOVERNING CODES AND ADMINISTRATION BY LOCAL BUILDING CEILING JOIST AT 16" O.C. MAXIMUM. (WFCM) 115 MPH, EXPOSURE B GUIDE AS PUBLISHED BY OFFICIALS AND SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS. 10. ASSOCIATION, AMERICAN WOOD COUNCIL IN COOPERATION WITH THE INTERNATIONAL CODE 21. PROVIDE ICE DAM PROTECTION AT ALL ROOF PENETRATIONS. RAFTERS. 22. PROVIDE JOIST HANGERS AT HEADERS AND TAILS OF ALL FRAMING CONNECTIONS. 11. ROOF DECKING SHALL BE 5/8" CDX PLYWOOD MINIMUM UNLESS NOTED OTHERWISE. 23. RANDON TESTING AND CORRECTIVE MEASURES (IF ANY) ARE THE RESPONSIBILITY OF THE OWNER. 12. ALL CEILING JOIST AND RAFTER BRACING TO BEAR ON LOAD-BEARING WALLS DESIGNED TO HIP VALLEY RAFTERS AND RIDGE BOARDS SHALL BE (1) 2x OR (1) 1-3/4" LVL SIZE LARGER THAN THE AMERICAN FOREST COUNCIL. THE BUILDER SHALL COORDINATE AND REVIEW ALL DESIGN DOCUMENTATION AND BRING ANY 24. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. CARRY LOAD THROUGH ALL LEVELS AND TERMINATE AT FIRST FLOOR AND BE SUPPORTED BY STEEL 25. ALL INTERIOR AND EXTERIOR FINISHES AND COLORS ARE THE RESPONSIBILTY OF THE OWNER BEAM OR FOOTING DESIGNED TO CARRY LOAD. PROCEEDING WITH THE WORK. 13. 26. NOTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL EXTERIOR FRAMED WALL DIMENSIONS ARE BASED ON 2x6 STUDS UNLESS OTHERWISE ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR THE COMPLETION OF THE WORK. 14. 27. ALL BATHROOMS WATERPROOF WALLS ARE 2x8 OR 2x12 STUDS U.N.O. THE ARCHITECT AND/OR ENGINEER SHALL HAVE NO RESPONSIBILITY FOR THE SAFETY OF ANY ALL INTERIOR FRAMED WALL DIMENSIONS ARE ON 2x4 STUDS UNLESS OTHERWISE NOTED AND WORKMAN OR CONTRACTOR. THIS RESPONSIBILITY SHALL BE THAT OF EACH WORKMAN AND/OR 15. CONTRACTOR. FOLLOWING CRITERIA: JOIST/RAFTER SIZES AND SPACING ARE MINIMUM REQUIREMENTS AND ARE BASED UPON THE USE GROUP CLASSIFICATION R-5 CONSTRUCTION TYPE 5-B MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 PAPER DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION IN WRITING BEFORE AND SHALL COMPLY WITH CODES FOR FLAME SPREAD RATING AND SMOKE GENERATION FACTOR. PLAN REVIEW INFO: PROJECT: PREMISES. 19. PROVIDE CONTROL OR EXPANSION JOINTS IN ALL CONSTRUCTION AS REQUIRED BY THE JOB ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, THE FIRE CONSULTANTS: 2021 INTERNATIONAL RESIDENTIAL CODE (NEW JERSEY EDITION) CDX PLYWOOD. NAILING SCHEDULING SHALL BE 8d COMMONS AT 12" O.C. AT ALL INTERMEDIATE STUDS PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED AND/OR REPLACED TO THE SATISFACTION OF ARCHITECTURE INTERIOR DESIGN BOLT ALL 2x4, 2X6, 2x8 AND 2x12 WOOD PLATES AT TOP FLANGE OF STEEL BEAMS WITH A SEPARATION. CODES AND CURRENT ORDINACES. AUGUSTUS GEHRY ARCHITECT CONCRETE MASONRY UNITS. GALVANIZED OR BE FINISHED WITH GALVANIZED PAINT AND FINISH PAINT. IN COMPLIANCE WITH THE 2018 INTERNATIONAL ONE AND TWO FAMILY DWELLING CODE AND ALL LOCAL ARCHITECT: INTERSECTIONS OF BEAMS AND COLUMNS. ADDITIONAL USE SAME TO CONNECT BASE OF COLUMNS 2. STEEL LINTELS FOR BRICK/STONE SHALL MEET THE REQUIREMENTS OF ASTM A-36 AND BE DESCRIPTION JOISTS SHALL BE SYSTEM 26. MASONRY WALLS SHALL HAVE GALVANIZED TRUSS-TYPE REINFORCEMENT (9-GA. DUR-O-WALL DATE Fb: 2,800 PSI CONSTRUCTION. ALL CONCRETE MASONRY UNITS SHALL MEET THE REQUIREMENT OF ASTM C-90 HOLLOW LOAD NO. 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 FOR MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: GENERAL AND TECHNICAL NOTES SPECIES: HEM-FIR, NO.2 OR BETTER Fb: 1,200 PSI E: 1,200,000 PSI DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-2 DWG. NO. 02 OF 13 REVISIONS NO. ZONING INFORMATION 346 CENTER STREET TRENTON, MERCER COUNTY N.J 08611 GOVERNING ZONING CODE: CITY OF TRENTON, MERCER COUNTY, NEW JERSEY ZONING ORDINANCE BUILDING CODE: NJ UNIFORM CONSTRUCTION CODE (UCC), N.J.A.C 5:23-2021 EDITION EXISTING BUILDING: INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 STRUCTURAL: INTERNATIONAL BUILDING CODE (IBC) 2021 01 ADDRESS: 02 BOARD AND FILE NUMBERS: PLUMBING: NATIONAL STANDARD PLUMBING CODE 2021 03 FOLIO NUMBER(S): MECHANICAL: INTERNATIONAL MECHANICAL CODE (IMC) 2021 ELECTRICAL: NATIONAL ELECTRICAL CODE (NEC) 2020 04 YEAR CONSTRUCTED: ACCESSIBILITY: ICC/ANSI A- ACCESSIBLE AND USABLE BUILDING AND FACILITIES 05 BASE FLOOD ELEVATION: FIRE PROTECTION: NEW JERSEY UNIFORM FIRE CODE (N.J.A.C 5:70) -2021 EDITION 06 ADJUSTED GRADE (FLOOD + GRADE/2): 07 LOT WIDTH (FT): 08 MINIMUM UNIT SIZE (SF): 09 EXISTING USE: 8.00' 500.00 EXISTING USE: MAXIMUM HEIGHT: 11 NUMBER OF STORIES: RH1 GRADE VALUE IN NGVD: 3.75' LOT AREA (SF): 5.87' 50.00' 10 ZONING DISTRICT: 50'-0" MINIMUM LOT WIDTH: 13 MAXIMUM BUILDING COVERAGE: LOT DEPTH (FT): MATERIALS: AVERAGE UNIT SIZE (SF): 917.00 PROPOSED USE: SINGLE FAMILY HOME: EXISTING PROPOSED 28'-0" +/- 28'-0" +/- 02 02 14 MAXIMUM IMPERVIOUS COVERAGE: 831 SF / 4500 SF N/A ARCHITECT: 7,825.00 SYMBOL LEGENDS: 12 DEFICIENCIES INSULATION BLANKET CONCRETE PRE CAST GRAVEL OR CRUSHED STONE CEMENT MORTAR PLASTER N/A FINISH SCHEDULE 123 BATH ROOM ROOM NUMBER ROOM NAME 68.3% (5,346 SF) +/GLASS: LARGE SCALE 12 15 NUMBER OF UNITS RESIDENTIAL: N/A N/A 16 NUMBER OF UNITS HOTEL: N/A N/A INSULATION RIGID EARTH SOLID CONCRETE MASS UNIT TILE WALL CONSTRUCTION SQUARE FOOTAGE BY USE: 18 OCCUPANCY LOAD: N/A N/A MARBLE SETBACKS N/A REQUIRED STEEL SMALL SCALE STEEL LARGE SCALE PLYWOOD BUILDING / PARTIAL & DETAIL SECTION SYMBOL 3 A-3 EXTERIOR & INTERIOR ELEVATION SYMBOL DETAIL NUBER CONSTRUCTION DETAIL SYMBOL/ SHEET NUMBER DETAILED AREA SHEET METAL PROPOSED -2.0 FT (EN) -2.0 FT (EN) MINIMUM INTERIOR SIDE YARD: N/A 1.1 FT 1.1 FT 21 MINIMUM CORNER SIDE YARD: 0-5 FT BUILD TO ZONE -2.0 FT (EN) -2.0 FT (EN) 22 MINIMUM CORNER SIDE YARD PERCENTAGE: 40% 45% +/- 45% +/- 23 REAR SETBACK: 20'-0" 14.6 FT +/- (EN) 14.6 FT +/- (EN) REQUIRED EXISTING PROPOSED 20 PARKING 24 PARKING DISTRICT No.1 25 TOTAL No. OF PARKING SPACES: 26 PARKING SPACE DIMENSIONS: 27 PARKING SPACE CONFIGURATION (45°, 60°, 90° PARALLEL): 90° 28 ADA SPACES: 02 29 TANDEM SPACES: 02 30 DRIVE AISLE WIDTH: 31 VALET DROP OFF AND PICK UP: N/A 32 LOADING ZONES AND TRASH COLLECTION AREAS: N/A 33 BIKE RACKS: 08 34 IS THIS A CONTRIBUTION BUILDING? NO 35 LOCATED WITHIN A LOCAL HISTORIC: NO 7'-6" ARCHITECTURE INTERIOR DESIGN 3 A-3 A-3 DETAIL NUBER SHEET NUMBER NUMBER OR LETTER EL. 0'-0" FINISH FLOOR DEFICIENCIES NOTES 0-5 FT BUILD TO ZONE MINIMUM FRONT YARD: A AUGUSTUS GEHRY ARCHITECT DETAIL NUMBER ELEVATION SUBTERRANEAN AND PEDESTAL 19 NOTES LEGEND LETTER/ NUMBER N/A EXISTING WALL TYPE 3 COLUMN REFERENCE 17 12 CONCRETE 18'-1" / 37'-3" 68.3% (5,346 SF) +/- DOOR NUMBER DOOR SYMBOL ROOM NAME 12 DESCRIPTION CODES: SINGLE / MULTIFAMILY RESIDENTIAL ZONING DATA SHEET ITEM # DATE WOOD BLOCKING CONTINUOUS WOOD BLOCKING INTERMITTENT BRICK LARGE SCALE WOOD FINISHED 18 LEGEND LETTER/ NUMBER DRAWING REVISION 3 REVISION NUMBER CONSULTANTS: CONCRETE MASS UNIT SCOPE OF WORK DESIGN OF MULTI-FAMILY RESIDENCE IN EXISTING BUILDING PLAN REVIEW INFO: DEFICIENCIES 08 8'-6" x 18'-0" PROJECT: MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 18'-0" 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 FOR MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: LEGENDS AND ARCHITECTURAL DETAILS LOCATION MAP DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-3 DWG. NO. 03 OF 13 ACCESSIBILITY NARRATIVE & REQUIREMENTS: THE FOLLOWING SPECIFICATIONS ARE OUTLINE OF MINIMUM REQUIREMENTS AND THEIR WALLS SCHEDULE SR. No. HORIZONTAL SECTION 14. DESCRIPTION APPLICATION FOR ACCESSIBILITY NARRATIVE AND REQUIREMENTS PER NEW JERSEY UNIFORM FIRE RATING/STC CONSTRUCTION CODE (NJUCC), WHICH INCLUDES THE INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL RESIDENTIAL CODE (IRC) WITH NJ AMENDMENTS, AND THE FEDERAL FAIR HOUSING ACT (FHA). INTERIOR NON-LOAD BEARING WALL 1. 5/8" GYPSUM BOTH SIDES 2x4 WOOD STUDS, 16" O.C. 01 NON-RATED FLOORS FOR ACCESSING TO UPPER / SECOND FLOOR ARE GENERALLY EXEMPT FROM STATE OR FEDERAL REQUIREMENTS TO INSTALL AN ELEVATOR, PROVIDED THEY MEET SPECIFIC SIZE AND STC 56 31 2" IN NEW JERSEY, INCLUDING TRENTON, TWO-DWELLING FOR BUILDINGS HAVE ONLY TWO STRUCTURAL CRITERIA. THE REQUIREMENT FOR ELEVATORS IN RESIDENTIAL BUILDINGS TYPICALLY APPLIES TO LARGER, MULTI-STORY STRUCTURES DEFINED AS "COVERED MULTIFAMILY DWELLINGS" UNDER THE FAIR HOUSING ACT OR "LARGE BUILDINGS" UNDER THE NJ UNIFORM CONSTRUCTION CODE. ACCESSIBLE ENTRANCE AND ROUTE FOR ALL THE UNITS HAVE AN ACCESSIBLE ENTRANCE AND AN INTERIOR LOAD BEARING WALL 5/8" GYPSUM BOARD TYPE x BOTH SIDES 2x4 WOOD STUDS, 16" O.C. 02 31 2" OCF 423 1 HR UL # U305 STC 35-39 TENANT / TENANT SEPARATION WALL 8" 03 5/8" TYPICAL x GYPSUM BOARD ON BOTH SIDES 2x4 STAGGERED WOOD STUDS @ 16" O.C. ON SEPARATE PLATES. 3-1/2" INSULATION BOTH SIDES 1 HR. WP # 3370 STC 57-60 TYPICAL EXTERIOR WALL VARIES 5/8" TYPICAL x GYPSUM BOARD ON INSIDE FACE OF 2x6 WOOD STUDS @ 16" O.C. W/ 3-1/2" UNFACED INSULATION, WOOD SHEATHING WITH EXTERIOR CLADDING OF MASONRY, STUCCO OR METAL PANEL 04 1 31 2" OR 52" 1 31 2" OR 52" 06 MODIFICATIONS PROHIBITED: THE FIRE DOOR ASSEMBLY MAY NOT BE MODIFIED IN A WAY THAT VOIDS ITS LABEL; FOR EXAMPLE, SIGNAGE IS LIMITED TO A SMALL PERCENTAGE OF THE DOOR FACE AND MUST BE ATTACHED WITH ADHESIVE (NO SCREWS OR NAILS). 17. OPERATION: FIRE DOORS MUST BE SELF-CLOSING, AUTOMATIC-CLOSING, OR POWER-OPERATED AND MUST LATCH WHEN IN THE CLOSED POSITION. ARCHITECT: 2. MEETS THE MINIMUM CLEARANCE REQUIREMENTS OF 40 INCHES IS REQUIRED BETWEEN ALL AREA, WITHIN 10 FEET OF THE BEDROOM DOORS. OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, AND WALLS. 3. STAIRWELLS: IN ENCLOSED STAIRWELLS, IF APPLICABLE. 2. 4. TYPE: FOR HOMES BUILT OR SIGNIFICANTLY ALTERED AFTER MARCH 1991, THEY MUST BE EVERY LEVEL: AT LEAST ONE ON EACH FLOOR, INCLUDING BASEMENTS AND HABITABLE IN/NEAR BEDROOMS: INSIDE EACH BEDROOM AND OUTSIDE EACH SEPARATE SLEEPING DOOR THAT PROVIDES A MINIMUM CLEAR OPENING WIDTH OF 39 INCHES AND A MINIMUM CLEAR 120V HARDWIRED WITH BATTERY BACKUP; OLDER HOMES MAY USE 10-YEAR SEALED BATTERY UNITS. HEIGHT OF 76.5 INCHES. 5. CARBON MONOXIDE (CO) ALARM REQUIREMENTS: 3. 6. WITHIN 10 FEET OF SLEEPING AREAS: REQUIRED IN THE IMMEDIATE VICINITY OF ALL UNITS (TYPE A OR TYPE B), THERE ARE NO SPECIFIC MINIMUM WIDTH REQUIREMENTS FOR INTERIOR SLEEPING AREAS IN ANY DWELLING WITH A FUEL-BURNING APPLIANCE OR ATTACHED GARAGE. DOORS, EXCEPT FOR THE MINIMUM HEIGHT REQUIREMENT OF 78 INCHES. 7. 4. APPLIANCE (FURNACE, WATER HEATER, ETC.). 8. THE NEW JERSEY UNIFORM CONSTRUCTION CODE AND THE REFERENCED ACCESSIBILITY STANDARDS BACKUP, THOUGH BATTERY-ONLY OR PLUG-IN CORD TYPES ARE ALLOWED IN CERTAIN SITUATIONS (NJA117.1), (E.G., OLDER BUILDINGS WITHOUT POWER, OR DURING REPAIRS). SPECIFIC DOORS WITHIN THE ACCESSIBLE ROUTE COMPLY WITH STRICTER AUGUSTUS GEHRY ARCHITECT ARCHITECTURE INTERIOR DESIGN FUEL-BURNING APPLIANCES: ALSO REQUIRED IN ANY ROOM CONTAINING A FUEL-BURNING CLEAR WIDTH INTERIOR DOORS TO MAKE THAT BE AN ACCESSIBLE DWELLING OR TYPE B UNIT UNDER TYPE: SIMILAR TO SMOKE ALARMS, THEY SHOULD IDEALLY BE HARDWIRED WITH BATTERY SPRINKLER SYSTEM STATUS (NFPA 13 / 13R / NONE): CEILING HEIGHT FOR KITCHEN IN EACH DWELLING MUST HAVE A CLEAR CEILING HEIGHT OF STC 40 6. EACH KITCHENS MUST BE PROVIDED WITH MECHANICAL VENTILATION THAT EXHAUSTS AIR 1 HR. WP # 3240 STC 50-54 1. IN NEW JERSEY AND TRENTON CITY, AUTOMATIC FIRE SPRINKLER SYSTEMS ARE GENERALLY NOT MANDATORY FOR STANDARD NEWLY CONSTRUCTED ONE- AND TWO-FAMILY DWELLING UNITS, BUT THEY ARE REQUIRED IF SPECIFIC CONDITIONS REGARDING BUILDING HEIGHT OR AREA ARE MET. FIRE-RESISTANCE & LIFE SAFETY: BASEMENT UTILITIES & SEPARATION 1. 1. FIRE-RESISTANCE RATING: A MINIMUM 1-HOUR FIRE-RESISTANCE RATING IS REQUIRED FOR CONSULTANTS: HEATING FACILITIES SEPARATION: FURNACES OR OTHER HEATING FACILITIES MUST BE "SO THE WALLS, FLOORS AND CEILING ASSEMBLIES THAT SEPARATE TWO DWELLING UNITS. LOCATED, INSULATED AND SEPARATED FROM THE LIVING AREA BY FIREPROOF PARTITIONS OR WALLS 2. NECESSARY PURSUANT TO REGULATIONS OF THE FIRE CHIEF SO THAT THE SAME DOES NOT CONSTRUCTION STANDARDS: THE ASSEMBLIES MUST BE TESTED IN ACCORDANCE WITH STANDARDS SUCH AS ASTM E119 OR UL 263. CONSTITUTE AN UNDUE HAZARD". THIS IMPLIES A REQUIREMENT FOR A PROTECTIVE BARRIER, 3. TYPICALLY USING FIRE-RESISTANT MATERIALS LIKE DRYWALL, AROUND MAJOR UTILITY EQUIPMENT. CONTINUITY: THE FIRE-RESISTANCE-RATED WALLS ASSEMBLIES MUST EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING AND BE TIGHT AGAINST THE EXTERIOR WALL. 4. ATTIC EXCEPTION: THE WALL ASSEMBLY IS NOT REQUIRED TO EXTEND THROUGH THE ATTIC THE EXACT RATING (E.G., 1-HOUR) SHOULD BE CONFIRMED WITH THE LOCAL TRENTON CITY FIRE PLAN REVIEW INFO: MARSHAL OR BUILDING OFFICIAL DURING THE PLAN REVIEW PROCESS. 2. PROHIBITED STORAGE: THE CITY OF TRENTON'S CODE STRICTLY PROHIBITS THE STORAGE SPACE IF THE CEILING IS PROTECTED BY AT LEAST 5/8-INCH TYPE X GYPSUM BOARD AND AN ATTIC OF HIGHLY FLAMMABLE OR COMBUSTIBLE LIQUIDS (MORE THAN FIVE GALLONS OF GASOLINE OR ONE DRAFT STOP IS PROVIDED. GALLON OF KEROSENE) WITHIN ANY PORTION OF A DWELLING UNIT, INCLUDING THE BASEMENT. 1 HR. WP # 3240 5. SPRINKLER SYSTEM EXCEPTION: A REDUCED 1/2-HOUR FIRE-RESISTANCE RATING IS PERMITTED IF THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. STC 50-54 6. CEILING MEMBRANE: TWO LAYERS OF 5/8-INCH-THICK, TYPE X GYPSUM WALLBOARD ON THE UNDERSIDE OF THE FLOOR FRAMING ARE TYPICALLY REQUIRED. 7. INSTALLATION: THE LAYERS MUST BE APPLIED AT RIGHT ANGLES TO THE JOISTS USING SPECIFIC SCREW OR NAIL PATTERNS AND SPACING, WITH JOINTS OFFSET BETWEEN LAYERS. THE JOINTS OF THE FACE LAYER MUST ALSO BE TAPED AND SPACKLED. 8. CONTINUITY: THE FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY MUST EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALLS. 9. ONE-HOUR FIRE-RESISTANCE RATING: REQUIRED IF THE BUILDING IS JERSEY UNIFORM CONSTRUCTION CODE (NJUCC). 10. ROUND NOSING ON STAIR TREAD AS REQUIRED 3. GENERAL STORAGE: BASEMENTS ARE PERMITTED FOR STORAGE AND LAUNDRY USE, PROVIDED THEY ARE DRY AND ADEQUATELY LIGHTED. THE UNIFORM FIRE CODE REQUIRES ALL STORAGE OF COMBUSTIBLE MATERIALS TO BE ORDERLY AND NOT CONSTITUTE A HAZARD. 4. PROJECT: EGRESS: IF A BASEMENT IS USED AS AN ACTIVITY ROOM OR CONTAINS SLEEPING ROOMS, IT MUST HAVE TWO INDEPENDENT MEANS OF EGRESS, ONE LEADING DIRECTLY TO THE OUTSIDE. THIS IS A CRITICAL LIFE SAFETY REQUIREMENT RELATED TO FIRE SAFETY. MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH THE NEW ONE-HOUR FIRE-RESISTANCE RATING: REQUIRED IF THE BUILDING DOES NOT HAVE A 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 SPRINKLER SYSTEM INSTALLED. THIS SEPARATION MUST BE A WALL AND/OR FLOOR ASSEMBLY 10" 1" 2 TESTED IN ACCORDANCE WITH STANDARDS LIKE ASTM E119 AND MUST EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING. 11. WOOD TRIM BOARD STAIRWAY WITHIN A SINGLE UNIT: FOR AN INTERIOR STAIRWAY THAT SERVES AND IS 71 2" CONTAINED 11 2" THICK TREAD BEARING 3" MIN. PROPOSED OPENING WIDTH BEARING 3" MIN. ENTIRELY WITHIN A SINGLE RESIDENTIAL DWELLING UNIT, NO SPECIAL MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN ENCLOSED, USABLE SPACES UNDER SUCH STAIRWAYS ONLY NEED TO BE PROTECTED BY 1/2-INCH 12. SHEET TITLE: CORRIDOR FIRE-RESISTANCE RATING: CORRIDORS CONTAINED WITHIN A DWELLING UNIT OR 1" 24 A TWO-FAMILY DWELLING BUILDING ARE GENERALLY NOT REQUIRED TO HAVE A FIRE-RESISTANCE PRE-CAST CONCRETE LINTEL RATING. 13. DWELLING UNIT SEPARATION: WHILE THE CORRIDOR ITSELF MAY NOT REQUIRE A RATING, THE WALL AND/OR FLOOR ASSEMBLIES THAT SEPARATE THE TWO DWELLING UNITS FROM EACH 02 LAYERS GYPSUM FOR FIRE-RESISTANCE-RATED ENCLOSURE IS MANDATED BY CODE. THE WALLS AND SOFFITS OF GYPSUM BOARD. 3" 1 2" THICK RISER DOOR / WINDOW OTHER MUST HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN ONE HOUR. THIS SEPARATION IS OPENING REQUIRED REGARDLESS OF WHETHER A LOT LINE EXISTS BETWEEN THE UNITS. BOARD AS SPECIFIED DETAIL: TYPICAL TREAD / RISER 16. ROOMS, BATH ROOMS AND KITCHEN ENTRANCES AND 60” FOR KITCHENS WORKING SPACES AND NOT LESS THAN 7 FEET. W/O SHEAR WALL SHEATHING 3 4" HARDWARE, GLAZING, ETC.) MUST BE LISTED AND LABELED FOR THEIR INTENDED USE. ATTICS/LOFTS. DIRECTLY TO THE OUTDOORS. 5/8" TYPICAL x GYPSUM BOARD ON RESILIENT CHANNELS SYSTEM 24" O.C. ON UNIT SIDE 2x4 OR 2x6 WOOD STUDS @ 16" MAXIMUM O.C. W/ SHEATHING PER STRUCTURE 5/8" TYPICAL x GYPSUM BOARD AND FIBER CEMENT SIDING AT CORRIDOR. COMPONENTS: ALL COMPONENTS OF THE FIRE DOOR ASSEMBLY (DOOR, FRAME, HINGES, INCLUDING ADEQUATE MANEUVERING SPACE OF NOT LESS THAN 42” IN ALL CASES AT DOORS OF BED 5. W/ SHEAR WALL SHEATHING CORRIDOR / TENANT SEPARATION WALL AT WET LOCATIONS 15. 1. ACCESSIBILITY REQUIREMENTS: EACH TWO-DWELLING UNIT STRUCTURE HAVE 39 INCH DESCRIPTION IN NFPA 80. THIS STANDARD COVERS REQUIREMENTS FOR COMPONENTS LIKE THE DOOR, FRAME, HINGES, AND ALL HARDWARE. THE FEDERAL FAIR HOUSING ACT (FHA) AND THE NEW JERSEY UNIFORM CONSTRUCTION CODE (NJAC), INTERIOR DOORS: EACH DWELLING UNITS THAT ARE NOT REQUIRED TO BE ACCESSIBLE DATE NFPA 80 COMPLIANCE: THE LABELING AND INSTALLATION MUST COMPLY WITH THE STANDARDS SET SMOKE ALARM REQUIREMENTS: PRIMARY EGRESS DOOR (EXTERIOR): EACH DWELLING UNIT HAVE ONE SIDE-HINGED EGRESS NO. REQUIREMENTS. THE LABELS MUST BE PERMANENTLY AFFIXED AND CLEARLY VISIBLE AND LEGIBLE. ACCESSIBLE INTERIOR ROUTE THROUGHOUT TO MEET THE DICTATED MINIMUM REQUIREMENTS BY B USER PASSAGE DOORS), MANEUVERING SPACE, AND HARDWARE. 1 HR. UL #356 CORRIDOR / TENANT SEPARATION WALL 05 APPROVED AGENCY (SUCH AS UL) TO DEMONSTRATE THEY HAVE MET SPECIFIC FIRE TEST REVISIONS REQUIREMENTS FOR CLEAR WIDTH (MINIMUM 32 INCHES CLEAR OPENING, OR 31.75 INCHES FOR TYPE STC 53 5/8" TYPICAL x GYPSUM BOARD ON RESILIENT CHANNELS SYSTEM 24" O.C. ON UNIT SIDE 2x4 OR 2x6 WOOD STUDS @ 16" MAXIMUM O.C. W/ SHEATHING PER STRUCTURE 5/8" TYPICAL x GYPSUM BOARD AND FIBER CEMENT SIDING AT CORRIDOR. LABELED ASSEMBLIES: FIRE DOOR ASSEMBLIES ARE REQUIRED TO BE LABELED BY AN DETAIL : PROPOSED OPENINGS PRECAST LINTEL ARCHITECTURAL DETAILS DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-4 DWG. NO. 04 OF 13 REVISIONS FLOOD NOTE: NO. DATE DESCRIPTION BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) OF THE FLOOD INSURANCE RATE MAP, MAP NO. 34021C0209F. WHICH BEARS AN EFFECTIVE DATE OF JULY 20, 2016. AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION TO APPLY FOR A VARIANCE. BEFORE THE PREPARATION OF DESIGN PLANS PLEASE VISIT FEMA.GOV TO CONFIRM THE INFORMATION LISTED ABOVE. ARCHITECT: NOTES: 1. PROPERTY KNOWN AS LOT 3, BLOCK 10304 AS IDENTIFIED ON THE OFFICIAL TAX MAPS OF THE CITY OF TRENTON, MERCER COUNTY, STATE OF NEW JERSEY. .01 35 BY A SURVEY PREPARED IN THE FIELD BY BLUE MARSH ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT REPORT. 5. THE EXISTENCE OF FIELD SURVEY. PROPERTY SUBJECT TO RESTRICTIONS, SYSTEM DATA COLLECTION. ENCROACHMENTS AND VAULTS, IF ANY, BELOW STRUCTURE, FENCE, 10. CORNER MARKER WAIVER OBTAINED FROM THE ULTIMATE USER AS PROVIDED BY THE REGULATION (N.J.A.C. 13:40-5.2) OF THE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS. 8.00' 3 6.7 5 6.6 3 3 .57 34 5 .7 34 3.70' 6' HIGH CHAIN LINK FENCE 18.47' .35 .41 37 .36 37 GATE 7 7.1 .17 37 .56 37 9 7.3 GATE 3 CONC. AREA .71 36 .83 36 PAVER AREA .09 37 36 -. -. .59 36 .76 TW 35 BW .74 36 .63 TW 35 3 4 BW . 35 .39 35 14 35. CONC. WALK 9 5.7 3 .69 35 .73 TW 35 BW .35 36 .97 TW 35 BW .68 35 .42 35 54 34. 49 34. 38 C 99 T 34. 34. 57 G C T 34. G GV 6 5.0 3 3 6 TC 34. G 7 5.0 9 3 6 TC 34. G CURB CHANGE TION APPROX. LOCA OF UG GAS LINE ARKOUT) (PER UTILITY M (SEE NOTE 3) 1 5.6 2 3 3 TC 35. G .49 36 .39 TW 36 BW .31 6.39 3 .93 35 GRANITE CURB COUNTY'S SURVEY PLAT NEW JERSEY. SCALE 1/8" = 1' 8 5.9 8 3 TC 35.6 G T L STREEAY FEDERA)(P ) UBLIC ROADW PROJECT: CONC. WALK 36 .95 35 .46 37 8 - 7 6.4 3 7 .5 36 .40 W 6 T 3 BW .W (60' WIDE R.O ADWAY) H (ASP ALT RO FIC TWO WAY TRAF OF THE CITY OF TRENTON, MERCER COUNTY, STATE OF 36 .66 36 CONC. WALL .65 35 PAVER AREA 37 34. TC 34.33 G .59 37 PLAN REVIEW INFO: .48 37 .76 36 .74 CELLAR DOORS ELEC. METER P.O.B. (OVERALL & TRACT I) 34 25 34. 11 C T 4. G- C T 34. G .82 37 TRACT I .63 36 34. CONSULTANTS: 3 .31 STOP SIGN TAX MAP SHEET #103 OF THE OFFICIAL TAX MAPS RAISED DECK .32 37 37 REFERENCES: 1. 1 .7 36 CONC. AREA DEP. CURB PERMANENT ADDITION ETC. .64 37 THREE STORY FRAME BUILDING 3 100.50' .73 K ANY BLOCK 10304 LOT 2 14.60' 6 7.7 53.50' 34 AL OF .58 34 AREA LIGHT INLET TC = 34.65 GRT = 33.96 INV = 31.96 ER) (FILLED W/ WAT .04 38 GV .W THE OFFSETS SHOWN ARE NOT TO BE USED FOR CONSTRUCTION WV NC THE CO CO SURFACE NOT SHOWN HEREON. 9. TWO STORY MASONRY BUILDING (#346 CENTRE STREET) BLDG. HT. = 28.00 FEET (±) DEED LINE (PER D.B. 4154, PG. 21) 8 4.5 7 3 0 TC 34. G ELEVATIONS ARE BASED UPON (NAVD 88) DATUM ESTABLISHED ONSITE UTILIZING GLOBAL POSITIONING 8. 34 3 2 .9 37 .31 36 47.00' ION APPROX. LOCAT NE OF UG ELEC. LI ARKOUT) (PER UTILITY M (SEE NOTE 3) COVENANTS AND/OR EASEMENTS, WRITTEN OR IMPLIED. 7. .84 3.87' 19.56' THIS UP/LP #63790TH W/ CONDUIT 1 4.7 TRACT II LANDS N/F YOUNG JOON AND UN YON D.B. 4154, PG. 21 UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE 6. 3 4 4.7 0 3 TC 34.3 G .03 38 62.55' S 07° 00' 00" E THIS PLAN IS BASED ON INFORMATION PROVIDED 1 4.9 BLOCK 10304 LOT 3 28.08' 4. -' 1.00' PROPER UTILITY COMPANY. 5.70' GV CONC. WALK VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE CENTRE STREET PREPARATION OF DESIGN PLANS AND/OR EXCAVATION IS (66' WIDE R.O.W)(PUBLIC ROADWAY) (ASPHALT ROADWAY) TWO WAY TRAFFIC UNDERGROUND UTILITIES AND STRUCTURES. BEFORE THE .37 38 5 .1 38 CONC. AREA SIGN 5 4.8 4 3 TC 34.3 G UTILITY MARK-OUT DOES NOT ENSURE MAPPING OF ALL TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE 68.00' 38.72' TIME OF THE SURVEY. AVAILABLE AS BUILT PLANS AND ARCHITECTURE INTERIOR DESIGN .60 38 .23 38 15.00' MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE 32.50' 40.92' WERE VISIBLE AND ACCESSIBLE IN THE FIELD AND THE .50 -. 15.72' TION APPROX. LOCA OF UG GAS LINE ARKOUT) (PER UTILITY M (SEE NOTE 3) UTILITY MARK OUTS ABOVE GROUND STRUCTURES THAT .87 34 DEP. CURB APPROXIMATE. ALL LOCATIONS AND SIZES ARE BASED ON .55 35 .58 35 2.10' 1 4.5 3 3 TC 34.4 G 39.82' LOCATION OF ALL UNDERGROUND UTILITIES ARE CONC. CURB 3. 38 AUGUSTUS GEHRY ARCHITECT .21 39 .16 39 S 07° 00' 00" E OVERALL AREA = 7,825 SF OR 0.180 AC. 119.00' N 81° 50' 57" E(S) N 81° 50' 55" E(D) .68 35 5.22' .63 35 P.O.B. (TRACT II) GATE TRACT-II AREA = 5,010 SF OR 0.115 AC. WV 1.10' 9 4.5 8 3 TC 34.4 G TRACT-I AREA = 2,815 SF OR 0.065 AC. 69.00' N 07° 00' 00" W 2. .87 36 6 6.2 3 7 6.2 8 3 TC 35.9 G DEP. CURB 2 6.5 8 3 TC 36.2 G MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 FOR MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: 2. MAP ENTITLED "FIRM FLOOD INSURANCE RATE MAP, MERCER COUNTY, STATE (ALL JURISDICTIONS)", PREPARED BY FEDERAL EMERGENCY AGENCY, PANEL 209 OF 276, MAP NUMBER 34021C0209F, DATE: JULY 20, 2016.ES. COUNTY'S SURVEY PLAT AND EXISTING BUILDING LAYOUT DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-5 DWG. NO. 05 OF 13 REVISIONS NO. DATE DESCRIPTION 100'-6" 32'-6" EW5 EW5 EW5 EW5 EW5 ARCHITECT: 8'-1" 2'-11 4" 68' ED2 9'-7" 40'-6" 52' 77'-11 2" 3'-9" EDT AUGUSTUS GEHRY ARCHITECT 83' EW1 86'-9" ARCHITECTURE INTERIOR DESIGN ED2 - DN EST-06 CEILING HEIGHT = 12'-2" AND DECK THICKNESS = 12" 33'-11" 6' 16'-6" 38'-85 8" 32'-6" ED1 25'-10" 39'-10" 48'-6" 14'-11" EST-07 UP 64'-6" 16' 26'-2" ED2 92'-9" EW3 86'-9" EW1 OVERHEAD M.S BALCONY CONSULTANTS: 83'-3" 78' 56'-87 8" 16'-3" UP EST-06 PLAN REVIEW INFO: ED3 3'-3" ED2 15'-85 8" 7'-8" 67'-6" 1' ED2 EW5 47' EW5 EW5 EW5 EW5 6'-6" 53'-6" PROJECT: EXISTING FIRST FLOOR PLAN EXISTING OPENINGS SCHEDULE SCALE 1/4" = 1' NAME DESCRIPTION FRAME WIDTH FRAME HEIGHT CLEAR WIDTH CLEAR HEIGHT SILL HEIGHT HUNG TYPE ED1 DOOR DOUBLE 72" 78" 69" 76.5" 00" SIDES HUNG ED2 DOOR SINGLE 36" 78" 33" 76.5" 32" SIDE HUNG ED3 DOOR SINGLE 32" 78" 29" 76.5" 32" SIDE HUNG MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 FOR EDT TRAP DOOR 32" 78" 29" 76.5" 32" SIDE HUNG EW1 WINDOW 65" 46" 62" 43" 34" UPWARD SLIDE EW2 WINDOW 70" 46" 67" 43" 32" UPWARD SLIDE EW3 WINDOW 43" 46" 40" 43" 32" UPWARD SLIDE EW4 WINDOW 34" 46" 31" 43" 32" UPWARD SLIDE EW5 WINDOW 32" 46" 29" 43" 32" UPWARD SLIDE EW6 WINDOW 30" 46" 27" 43" 32" UPWARD SLIDE EW7 WINDOW 20" 24" 17" 21" 54" TOP HUNG EW8 WINDOW 22" 46" 19" 43" 32" UPWARD SLIDE MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: EXISTING FIRST FLOOR ARCHITECTURAL PLAN DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-6 DWG. NO. 06 OF 13 REVISIONS NO. DATE DESCRIPTION 100'-6" 32'-6" 68' EW6 EW6 EW6 EW6 EW6 EW6 EW7 EW6 EW6 ARCHITECT: 5'-3" EW8 EW4 ED2 EW4 AUGUSTUS GEHRY ARCHITECT EW4 ARCHITECTURE INTERIOR DESIGN EW2 38'-85 8" 39'-10" CEILING HEIGHT = 9'-5", DECK THICKNESS = 8" AND FROM TOP OF DECK TO ROOF PEAK HEIGHT = 4'-3" EW2 OVERHEAD ROOF PROJECTION EW6 CONSULTANTS: EW7 EW7 ED3 16'-3" UP EST-06 PLAN REVIEW INFO: 3'-3" ED2 EW6 EW6 EW6 47' EW6 EW6 53'-6" 6'-6" 6" PROJECT: EXISTING SECOND FLOOR PLAN EXISTING OPENINGS SCHEDULE SCALE 1/4" = 1' NAME DESCRIPTION FRAME WIDTH FRAME HEIGHT CLEAR WIDTH CLEAR HEIGHT SILL HEIGHT HUNG TYPE ED1 DOOR DOUBLE 72" 78" 69" 76.5" 00" SIDES HUNG ED2 DOOR SINGLE 36" 78" 33" 76.5" 32" SIDE HUNG ED3 DOOR SINGLE 32" 78" 29" 76.5" 32" SIDE HUNG MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 FOR EDT TRAP DOOR 32" 78" 29" 76.5" 32" SIDE HUNG EW1 WINDOW 65" 46" 62" 43" 34" UPWARD SLIDE EW2 WINDOW 70" 46" 67" 43" 32" UPWARD SLIDE EW3 WINDOW 43" 46" 40" 43" 32" UPWARD SLIDE EW4 WINDOW 34" 46" 31" 43" 32" UPWARD SLIDE EW5 WINDOW 32" 46" 29" 43" 32" UPWARD SLIDE EW6 WINDOW 30" 46" 27" 43" 32" UPWARD SLIDE EW7 WINDOW 20" 24" 17" 21" 54" TOP HUNG EW8 WINDOW 22" 46" 19" 43" 32" UPWARD SLIDE MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: EXISTING SECOND FLOOR ARCHITECTURAL PLAN DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-7 DWG. NO. 07 OF 13 REVISIONS NO. DATE DESCRIPTION 100'-6" 32'-6" 2'-11 4" 68' 3'-3" 15'-8" DN 8'-1" 3'-3" EST-01 EST-03 8'-10" UP ARCHITECT: 15'-8" 3'-9" AUGUSTUS GEHRY ARCHITECT ARCHITECTURE INTERIOR DESIGN ED2 - UP 14'-11" CEILING HEIGHT = 8'-1" AND DECK THICKNESS = 10" 48'-6" 38'-85 8" 39'-10" 32'-6" 16'-6" 64'-6" 16' 15'-85 8" CONSULTANTS: 14'-10" 14'-5" PLAN REVIEW INFO: 3'-3" EST-04 DN 1' DN 3'-3" EST-02 47' 53'-6" PROJECT: EXISTING BASEMENT FLOOR PLAN EXISTING OPENINGS SCHEDULE SCALE 1/4" = 1' NAME DESCRIPTION FRAME WIDTH FRAME HEIGHT CLEAR WIDTH CLEAR HEIGHT SILL HEIGHT HUNG TYPE ED1 DOOR DOUBLE 72" 78" 69" 76.5" 00" SIDES HUNG ED2 DOOR SINGLE 36" 78" 33" 76.5" 32" SIDE HUNG ED3 DOOR SINGLE 32" 78" 29" 76.5" 32" SIDE HUNG MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 FOR EDT TRAP DOOR 32" 78" 29" 76.5" 32" SIDE HUNG EW1 WINDOW 65" 46" 62" 43" 34" UPWARD SLIDE EW2 WINDOW 70" 46" 67" 43" 32" UPWARD SLIDE EW3 WINDOW 43" 46" 40" 43" 32" UPWARD SLIDE EW4 WINDOW 34" 46" 31" 43" 32" UPWARD SLIDE EW5 WINDOW 32" 46" 29" 43" 32" UPWARD SLIDE EW6 WINDOW 30" 46" 27" 43" 32" UPWARD SLIDE EW7 WINDOW 20" 24" 17" 21" 54" TOP HUNG EW8 WINDOW 22" 46" 19" 43" 32" UPWARD SLIDE MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: EXISTING BASEMENT FLOOR ARCHITECTURAL PLAN DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-8 DWG. NO. 08 OF 13 REVISIONS NO. 100'-6" 4'-6" 32'-6" 10' 2'-1" 4' 4' 51 2" 21 2" 8'-6" 3'-1" 6'-8" 12'-67 8" 1' 7" EXIT/ACCESS PST-05 - FFL: 1'-0" D- 18'-5" BED ROOM EW5 ELECTRIC PANEL UNIT D = 806 SQ FT FFL: 1'-0" LIVING KITCHEN 2'-6" 4'-7" 8' 3'-6" 01 D6 MECH. EW5 47' D2 DN EW5 9'-4" EXIT/ACCESS EST-04 14 02 13 EW5 - 12 PLAN REVIEW INFO: EW5 6'-2" 53'-6" PROPOSED FIRST FLOOR PLAN CONSULTANTS: 17'-5" 7' 03 W4 DN 38'-85 8" 3'-6" CLEAR WIDTH 2' 10'-10" DINING BATH ROOM 3' 4'-91 2" FFL:2'-8" 4'-6" EW3 2'-107 8" 3'-21 2" 3'-3" 3'-7" 6' 12'-87 8" 4" 11' 8' D2 6' 2'-6" - 8'-6" BED ROOM 6'-6" D2 5'-1" 2'-57 8" 7'-1" 3'-3" D3 4" 4" BED ROOM 2'-67 8" 13'-47 8" 13'-47 8" 3' 13'-9" 11'-9" DN 3'-6" 02 13'-07 8" 4' 61 2" 5'-1" 6'-8" D4 D3 4" 91 2" 2'-9" 10" ELECTRIC PANEL 9'-81 2" 1'-1" ARCHITECTURE INTERIOR DESIGN 10'-97 8" D8 HALLWAY 7" 3'-3" 10" EW2 3'-3" 4'-5" D8 HALLWAY 8'-6" AUGUSTUS GEHRY ARCHITECT 4'-6" 4'-11" 3'-3" 7'-2" 3'-10" CLOSET D3 2'-9" 7" CLOSET 01 UP LIVING FFL:0'-0" D4 3'-3" 04 03 11' 3'-6" 3'-6" CLOSET D3 CLEAR WIDTH CLOSET 3'-3" 4' 9'-3" EXIT/ACCESS EST-02 4'-11" D4 05 02 FFL: 1'-0" COUNTER 3'-6" 2'-9" 5'-5" 14 17'-81 2" D3 ARCHITECT: 06 DINING 14'-87 8" 2'-5" D8 07 13 EXIT/ACCESS EST-03 DN D2 7' CLEAR WIDTH 7" D7 - UNIT C = 824 SQ FT 14'-47 8" HALLWAY 91 2" 4' 2'-6" 3'-6" D2 HALLWAY 51 2" 5' COUNTER D2 01 6'-10" 3'-3" 5'-9" 3'-6" 10" 7'-107 8" 13'-5" 19'-11" BEDROOM 01 4" 2'-61 2" 4" KITCHEN 14'-47 8" 3'-3" 7' KITCHEN - EW5 MECH. D6 BATH ROOM 4'-6" 2'-9" D3 BATH ROOM DINING 8'-6" 4" 4" 4" D3 CLEAR WIDTH 3'-6" CLEAR WIDTH 3'-6" CLEAR WIDTH 2' D4 FFL: 1'-0" LIVING 9'-5" EW1 2'-6" 21 2" 61 2" 7' 6" 6" UNIT B = 898 SQ FT EW5 5'-1" 4' 2' 6'-7" 3'-6" 3'-6" D2 BED ROOM BED ROOM 7' 3' 3' BED ROOM 12'-87 8" 9' BATH ROOM FFL: 1'-0" ELECTRIC PANEL 20' EW5 11'-07 8" 8'-6" 5'-2" DINING ELECTRIC PANEL 39'-97 8" D2 W1 1'-107 8" 2'-6" 8'-11" 4" KITCHEN UNIT A = 901 SQ FT 15'-81 2" EW5 08 7'-2" 14'-10" COUNTER EW5 8'-4" 15'-2" 3'-21 2" LIVING 14'-10" 10'-10" 10" 6" 3'-6" W1 02 01 17'-81 2" EW1 4'-51 2" 9' 11' DN D2 MECH. D6 2'-6" 3'-6" EXIT/ACCESS EST-01 14 3'-6" EXIT/ACCESS PST-07 3'-6" W4 02 DESCRIPTION 68' - 13 DATE PROPOSED OPENINGS SCHEDULE SCALE 1/4" = 1' PROJECT: NAME DESCRIPTION FRAME WIDTH FRAME HEIGHT CLEAR WIDTH CLEAR HEIGHT SILL HEIGHT HUNG TYPE D1 DOOR DOUBLE 54" 78" 51" 76.5" 20" SIDES HUNG D2 DOOR SINGLE 42" 78" 39" 76.5" 00" SIDE HUNG D3 DOOR SINGLE 39" 78" 36" 76.5" 00" SIDE HUNG D4 DOOR SINGLE 33" 78" 30" 76.5" 00" SIDE HUNG 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 D5 DOOR SINGLE 30" 78" 27" 76.5" 00" SIDE HUNG FOR D6 DOOR DOUBLE 30" 78" 27" 75.5" 00" SIDES HUNG D7 DOOR DOUBLE FOLDING 60" 72" 57" 70.5" 00" SIDE HUNG D8 DOOR DOUBLE FOLDING 48" 72" 45" 70.5" 00" SIDE HUNG MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: D9 DOOR DOUBLE FOLDING 42" 72" 39" 70.5" 00" SIDE HUNG W1 WINDOW 48" 46" 45" 43" 32" UPWARD SLIDE W2 WINDOW 42" 46" 39" 43" 32" UPWARD SLIDE W3 WINDOW 39" 46" 36" 43" 32" UPWARD SLIDE W4 WINDOW 25" 46" 22" 43" 32" UPWARD SLIDE W5 WINDOW 25" 46" 22" 43" 34" UPWARD SLIDE PROPOSED FIRST FLOOR ARCHITECTURAL PLAN DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-9 DWG. NO. 09 OF 13 REVISIONS NO. 4'-6" 100'-6" 32'-6" 3'-6" W5 21 2" W3 EW6 4' 11" DN EXIT/ACCESS PST-06 D2 MECH. FFL: 14'-2" 1'-10" 4'-41 2" D3 2'-9" 2'-8" - 3'-6" 4' 12'-97 8" 11'-2" 7' 5'-1" BED ROOM BED ROOM 16'-67 8" 6'-8" 2'-6" 41 2" 81 2" 38'-85 8" 14'-77 8" CONSULTANTS: KITCHEN ELECTRIC PANEL DINING 3'-11" 3'-11" 8' D6 MECH. 8' 8' EW6 W1 EW6 EW6 D2 PLAN REVIEW INFO: EW6 6'-2" NAME DESCRIPTION FRAME WIDTH FRAME HEIGHT CLEAR WIDTH CLEAR HEIGHT SILL HEIGHT HUNG TYPE D1 DOOR DOUBLE 54" 78" 51" 76.5" 20" SIDES HUNG D2 DOOR SINGLE 42" 78" 39" 76.5" 00" SIDE HUNG D3 DOOR SINGLE 39" 78" 36" 76.5" 00" SIDE HUNG D4 DOOR SINGLE 33" 78" 30" 76.5" 00" SIDE HUNG 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 D5 DOOR SINGLE 30" 78" 27" 76.5" 00" SIDE HUNG FOR D6 DOOR DOUBLE 30" 78" 27" 75.5" 00" SIDES HUNG D7 DOOR DOUBLE FOLDING 60" 72" 57" 70.5" 00" SIDE HUNG D8 DOOR DOUBLE FOLDING 48" 72" 45" 70.5" 00" SIDE HUNG PST-06 - MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: 2' COUNTER 10" 2'-6" 10" D2 11" 6" PROJECT: D9 DOOR DOUBLE FOLDING 42" 72" 39" 70.5" 00" SIDE HUNG W1 WINDOW 48" 46" 45" 43" 32" UPWARD SLIDE W2 WINDOW 42" 46" 39" 43" 32" UPWARD SLIDE W3 WINDOW 39" 46" 36" 43" 32" UPWARD SLIDE W4 WINDOW 25" 46" 22" 43" 32" UPWARD SLIDE 3'-6" DN FFL: 14'-2" 21 D2 7' CLEAR WIDTH 3'-6" CLEAR WIDTH 19'-10" FFL: 1'-0" 13'-07 8" FFL: 14'-2" 18'-2" D6 MECH. 3'-10" ELECTRIC PANEL 11'-3" UP EW2 15'-1" 2'-2" 7' D3 15'-10" LIVING DINING 3'-6" 2'-9" BATH ROOM 4'-6" 10" ELECTRIC PANEL D4 3'-3" 13'-45 8" 4' 3'-3" D3 FFL: 14'-2" EW6 D2 D4 3'-3" 10'-1" 13'-77 8" 3'-6" D3 UNIT F = 742 SQ FT LIVING 12' BATH ROOM 3'-7" FFL: 14'-2" 6'-7" 11" CLOSET D9 15'-27 8" 3'-3" HALLWAY 3'-3" 6'-77 8" 9'-9" 3'-6" 3'-3" 9'-67 8" 39'-10" 3'-3" UNIT E = 979 SQ FT ARCHITECTURE INTERIOR DESIGN PROPOSED OPENINGS SCHEDULE 4'-6" EW6 3'-3" UNIT H = 854 SQ FT SCALE 1/4" = 1' BEDROOM 7" BATH ROOM PROPOSED SECOND FLOOR PLAN D3 EW2 15'-10" 53'-6" DINING AUGUSTUS GEHRY ARCHITECT LIVING 47' D3 5'-1" 3' 5'-11 2" ELECTRIC PANEL LIVING 7" 3'-3" 5'-1" 4" W4 BEDROOM 13'-17 8" D4 10'-11" 2' 9'-4" - 09 12'-87 8" D3 9'-6" KITCHEN 01 02 81 2" 3'-6" CLEAR WIDTH 8' D6 D6 04 3'-11" 2'-6" 41 2" 3'-9" 2'-9" 10" 2'-6" 10" D2 3' MECH. 3'-3" 1'-3" 2'-67 8" 11'-3" 7' 4" 2'-6" 3'-3" 6'-11"HALLWAY 3'-3" BED ROOM 3'-6" 3'-6" 2'-6" 4" ELECTRIC PANEL COUNTER 6'-11" D3 HALLWAY 7' ELECTRIC PANEL 2'-2" 2'-9" D4 10" 05 DINING 18'-27 8" 12'-97 8" 9'-8" 3'-6" BATH ROOM 3" 15'-1" CLEAR WIDTH EW6 10" 81 2" 3'-10" 12' 13'-77 8" 6'-7" LIVING 4' 16'-8" 2'-9" 3" D8 DINING 3'-3" D3 3'-6" CLOSET D4 CLEAR WIDTH UNIT F = 742 SQ FT 5'-5" LIVING D3 3'-6" 5'-5" D2 ARCHITECT: FFL: 14'-2" CLEAR WIDTH CLOSET 06 KITCHEN UNIT G = 815 SQ FT 14'-87 8" FFL: 14'-2" D9 3'-3" BATH ROOM 07 03 12'-117 8" 1'-117 8" 2'-6" 3' 2'-8" 10" 3'-7" BEDROOM 14'-47 8" 2'-9" D3 D6 MECH. 3'-11" BEDROOM 7" 4" 2'-10 2'-6" 8 9'-9" EW6 EW6 - 14'-47 8" 3'-3" 9" 3'-6" BEDROOM 9'-10" DN EW6 8' 4" 4'-6" D4 3'-6" 4' CLOSET D9 21 2" 4'-6" 3'-6" 10'-1" UNIT E = 979 SQ FT 11" BATH ROOM D3 8' 4" 12' 12' 1'-8" 3' BED ROOM FFL: 14'-2" 3' EW6 5'-1" 13'-45 8" 3'-3" HALLWAY D3 3'-3" 3'-3" 6'-77 8" DINING 39'-10" 8' 4" 12' 9'-9" 11'-9" 4'-6" D3 2'-6" EW6 8' 5'-1" BEDROOM 4" W2 EW6 8' BEDROOM 4" D3 BEDROOM 2' 3'-3" 3" 8' 8' COUNTER 3'-3" EW4 9'-67 8" EW6 2'-6" 7'-3" KITCHEN 3'-6" 10" EW4 EW6 EW6 EXIT/ACCESS PST-07 8'-4" 4'-9" D8 CLOSET D3 9'-10" 3'-6" 08 4' BEDROOM DESCRIPTION 68' 91 2" 8'-6" EW4 10' DATE KITCHEN 2'-101 2 10'-10" 3'-4" W5 WINDOW 25" 46" 22" 43" 34" UPWARD SLIDE PROPOSED SECOND FLOOR ARCHITECTURAL PLAN DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI 47' CHECKED: SJ & AG A-10 DWG. NO. 10 OF 13 REVISIONS NO. DATE DESCRIPTION 100'-6" 32'-6" - 1'-7" 7" 10'-10" UP- 12'-67 8" 03 02 01 3' 4' FFL: -(7'-11") 91 4" 10'-97 8" ELECTRIC PANEL CONSULTANTS: 17'-6" 4'-101 2" - 14 15'-41 2" 02 13 03 47' UP D2 - 12 3'-3" 5' CLOSET 21'-71 2" 01 3'-7" 3'-101 4" 5'-07 8" CLOSET 5'-5" 3'-6" 02 PART OF UNIT D = 426 SQ FT 51 4" 4'-87 8" UP D1 D8 01 5'-9" 9'-3" EXIT/ACCESS EST-02 FFL: 1'-0" 28'-61 2" 6" 4' D7 6'-10" FFL: 2'-8" 4'-6" STORAGE ROOM 6" 10" 6'-6" D3 5'-10" PART OF UNIT B = 455 SQ FT 9'-81 2" 38'-85 8" 35'-85 8" FFL: -(7'-11") 5'-10" 11'-3" STORAGE ROOM ARCHITECTURE INTERIOR DESIGN 1' D3 D3 D2 3'-3" 28'-61 2" FFL: -(7'-11") AUGUSTUS GEHRY ARCHITECT STORAGE ROOM 6" 34'-85 8" 3' FFL: -(7'-11") UTILITIES/MECHANICAL SPACE 1615 SQ FT 6" 5'-117 8" 29'-2" 3'-6" 39'-97 8" SPACE ALLOCATED FOR SERVICES AND THEIR MAINTENANCE FFL: -(7'-11") PART OF UNIT C = 499 SQ FT ELECTRIC PANEL 38'-85 8" D3 29'-6" 91 4" 7'-107 8" 3' 51 4" 6" 29'-2" 4' 4'-6" 5'-10" 11'-3" STORAGE ROOM FFL: -(7'-11") UP D8 51 4" FFL: -(7'-11") ELECTRIC PANEL D2 5' 3'-6" PART OF UNIT A = 455 SQ FT 14 01 3' ELECTRIC PANEL CLOSET ARCHITECT: 13 02 3'-7" 39'-11 2" D7 91 4" 8'-6" 4'-101 2" 5'-5" 01 5'-5" D2 - CLOSET CLEAR WIDTH 5'-9" 14 UP 5'-101 2" 5'-9" 8'-11 2" 3'-10" 02 3'-6" 13 68' 6'-6" 53'-6" PROPOSED BASEMENT FLOOR PLAN PLAN REVIEW INFO: PROPOSED OPENINGS SCHEDULE SCALE 1/4" = 1' PROJECT: NAME DESCRIPTION FRAME WIDTH FRAME HEIGHT CLEAR WIDTH CLEAR HEIGHT SILL HEIGHT HUNG TYPE D1 DOOR DOUBLE 54" 78" 51" 76.5" 20" SIDES HUNG D2 DOOR SINGLE 42" 78" 39" 76.5" 00" SIDE HUNG D3 DOOR SINGLE 39" 78" 36" 76.5" 00" SIDE HUNG D4 DOOR SINGLE 33" 78" 30" 76.5" 00" SIDE HUNG 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 D5 DOOR SINGLE 30" 78" 27" 76.5" 00" SIDE HUNG FOR D6 DOOR DOUBLE 30" 78" 27" 75.5" 00" SIDES HUNG D7 DOOR DOUBLE FOLDING 60" 72" 57" 70.5" 00" SIDE HUNG D8 DOOR DOUBLE FOLDING 48" 72" 45" 70.5" 00" SIDE HUNG MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN SHEET TITLE: D9 DOOR DOUBLE FOLDING 42" 72" 39" 70.5" 00" SIDE HUNG W1 WINDOW 48" 46" 45" 43" 32" UPWARD SLIDE W2 WINDOW 42" 46" 39" 43" 32" UPWARD SLIDE W3 WINDOW 39" 46" 36" 43" 32" UPWARD SLIDE W4 WINDOW 25" 46" 22" 43" 32" UPWARD SLIDE W5 WINDOW 25" 46" 22" 43" 34" UPWARD SLIDE PROPOSED BASEMENT FLOOR ARCHITECTURAL PLAN DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-11 DWG. NO. 11 OF 13 REVISIONS NO. 27'-10" PARAPET TOP DATE DESCRIPTION 8" 3'-7" PARAPET WALL 23'-7" SECOND FLOOR CEILING ON FRONT 4'-6" 2'-8" ARCHITECT: TRIM BOARD (OPTIONAL) 12'-2" 13'-2" FIRST FLOOR CEILING CORNER BOARD (OPTIONAL) 1' 14'-2" SECOND FLOOR 27'-10" 9'-5" HARDIE SMOOTH LAP SIDING W/ 4" EXPOSURE AUGUSTUS GEHRY ARCHITECT 2'-10" ARCHITECTURE INTERIOR DESIGN 10" 1'-0" FIRST FLOOR 0'-2" BASEMENT CEILING 8'-1" 7'-11" 0'-0" FINISHED ROAD LEVEL -(7'-11") BASEMENT FLOOR 39'-97 8" 1' FRONT ELEVATION CONSULTANTS: SCALE 1/4" = 1' 27'-10" PARAPET TOP 3'-7" 27'-2" SECOND FLOOR CEILING ON FRONT 8" PLAN REVIEW INFO: 9'-5" 23'-7" SECOND FLOOR CEILING ON FRONT MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 22 1' 13'-2" FIRST FLOOR CEILING 2'-8" 27'-10" 14'-2" SECOND FLOOR PROJECT: - 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 14 13 12'-2" 12 11 10 2'-8" - MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN 10" 1'-0" FIRST FLOOR FOR 10" 0'-2" BASEMENT CEILING 0'-0" FINISHED ROAD LEVEL 8'-1" 7'-11" SHEET TITLE: EXISTING ELEVATIONS WITH PROPOSED DETAILS -(7'-11") BASEMENT FLOOR 100'-6" RIGHT ELEVATION SCALE 1/4" = 1' 6'-2" 11'-111 2" DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-12 DWG. NO. 12 OF 13 REVISIONS 27'-10" SECOND FLOOR CEILING ON BACK NO. PARAPET WALL DATE DESCRIPTION TRIM BOARD (OPTIONAL) 13'-8" HARDIE SMOOTH LAP SIDING W/ 4" EXPOSURE ARCHITECT: 1' - 12'-2" 13'-2" FIRST FLOOR CEILING 2'-10" 27'-10" 14'-2" SECOND FLOOR CORNER BOARD (OPTIONAL) AUGUSTUS GEHRY ARCHITECT 08 07 06 ARCHITECTURE INTERIOR DESIGN 05 2'-8" 04 1'-0" FIRST FLOOR 03 02 10" 01 0'-2" BASEMENT CEILING 8'-1" 7'-11" 0'-0" FINISHED ROAD LEVEL -(7'-4") BASEMENT FLOOR 38'-85 8" 2'-11 4" REAR ELEVATION CONSULTANTS: SCALE 1/4" = 1' 27'-10" PARAPET TOP 3'-7" 27'-2" SECOND FLOOR CEILING ON FRONT 8" PLAN REVIEW INFO: 2'-8" 27'-10" 9'-5" 23'-7" SECOND FLOOR CEILING ON FRONT 1' 22 21 PROJECT: 14'-2" SECOND FLOOR 13'-2" FIRST FLOOR CEILING 20 19 18 MULTIFAMILY DEVELOPMENT IN EXISTING BUILDING BLOCK 10304, LOT 3 - 346 CENTRE ST, TRENTON, MERCER COUNTY N.J 08611 13 12'-2" - 10" 2'-8" FOR 1'-0" FIRST FLOOR MR. SHMIEL JACOBOWITZ & MR. AZREIL GROSSMAN 0'-2" BASEMENT CEILING 7'-11" 8'-1" 0'-0" FINISHED ROAD LEVEL -(7'-11") BASEMENT FLOOR 11'-111 2" 6'-2" 100'-6" LEFT ELEVATION SCALE 1/4" = 1' SHEET TITLE: EXISTING ELEVATIONS WITH PROPOSED DETAILS DATE:- PROJECT NO. 01 SCALE: AS NOTED SHEET NO. DRAWN: MI CHECKED: SJ & AG A-13 DWG. NO. 13 OF 13