13026 Resubmission

PART 1 - GENERAL CONDITIONS B. SITEWORK PART 4 - MASONRY H. ERECTION 1. GENERAL 1. COMPLY WITH AISC CODE AND SPECIFICATIONS, AND MAINTAIN WORK IN SAFE AND STABLE 1. GENERAL: A. SEE GENERAL CONDITIONS. A. GENERAL CONDITION DURING ERECTION. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING B. ORGANIZE AND TIME WORK TO FIT NEATLY INTO THE REQUIREMENTS OF THE OTHER PHASES 1. SEE GENERAL CONDITIONS 2. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED: REMOVE WHEN FINAL CODE - NJ EDITION, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. OF THIS PROJECT AND TO PREVENT DAMAGE TO OTHER FINISHED WORK. CONNECTIONS PLACED. C. COORDINATE WITH WORK OF OTHER FINISHED WORK. B. CODES AND STANDARDS 3. SET BASE PLATES ON CLEANED BEARING SURFACES, USING WEDGES OR OTHER ADJUSTMENTS 2. MEANS OF EGRESS: D. COOPERATE WITH WORK OF OTHER. 1. COMPLY WITH THE LATEST EDITIONS OF ALL CODES AND STANDARDS INCLUDING, BUT NOT AS REQUIRED. SOLIDLY PACK OPEN SPACES WITH BEDDING MORTAR, CONSISTING OF 1 PART ALL MEANS OF EGRESS SHALL BE

MPLY WITH THE LATEST EDITIONS OF ALL CODES AND STANDARDS INCLUDING, BUT NOT AS REQUIRED. SOLIDLY PACK OPEN SPACES WITH BEDDING MORTAR, CONSISTING OF 1 PART ALL MEANS OF EGRESS SHALL BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS 2. PERMITS, RULES AND REGULATIONS ALL CURBS, CURB DEPRESSIONS, WALLS APRONS, LIMITED TO ASTM, IBC, ANSI, ETC. PORTLAND CEMENT TO 3 PART SAND, AND ONLY ENOUGH WATER FOR PACKING AND HYDRATION OR BUILDING MATERIALS, TOOLS, ETC. DRIVEWAYS, ETC. LOCATED WITHIN THE ROAD RIGHT-OF-WAY CONSTRUCTED OR ALTERED SHALL A. CONCRETE MASONRY UNITS: USE COMMERCIAL NON-SHRINK GROUT MATERIAL AT ERECTOR'S OPTION. CONFORM TO THE GOVERNMENTAL AGENCY REQUIREMENTS HAVING JURISDICTION OVER SAID I. HOLLOW UNITS: ASTM C-90, GRADE N, TYPE I 4. SPLICE MEMBERS ONLY WHERE SHOWN ON FINAL SHOP DRAWING. A. THE CONTRACTORS SHALL BE RESPONSIBLE REGARDLESS OF PLANS OR SPECIFICATIONS FOR IMPROVEMENTS. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY CONSTRUCTION AND MAKE II. HOLLOW UNITS: FOR FIRE RATED WALLS: ASTM C-145 GRADE N, TYPE I COMPLYING WITH ALL APPLICABLE LOCAL AND GOVERNMENTAL CODES, ORDINANCES, REGULATIONS, ARRANGEMENTS FOR SPECIFICATIONS TO TAKE PRECEDENCE OVER ABOVE CRITERIA. III. IBC ARTICLE 14 I. ROUGH HARDWARE ETC.ENCOMPASSING THE APPROVAL OF ALL AGENCIES INCLUDING BUT NOT LIMITED TO UTILITY 3. CONFORM TO NJAC 5:23-2.34 B. MORTAR SHALL COMPLY WITH: 1. FURNISH CUSTOM FABRICATED ANGLES, BOLTS, PLATES, ANCHORS, HANGERS, DOWELS, AND 1123 BROADWAY, SUITE 302, NY, NY 10010 COMPANIES, ELECTRICAL INSPECTION DEPARTMENTS, INSURANCE DEPARTMENTS, ETC. A. OWNERS WHO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK AT THEIR

NY 10010 COMPANIES, ELECTRICAL INSPECTION DEPARTMENTS, INSURANCE DEPARTMENTS, ETC. A. OWNERS WHO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK AT THEIR I. ASTMC-270 OTHER MISCELLANEOUS STEEL AND IRON SHAPES FOR FRAMING AND SUPPORTING AND ANCHORING PHONE 646.248.6664 PROPERTIES SHALL PROTECT ADJOINING PROPERTIES FROM DAMAGE CAUSED BY THE WORK. EXTERIOR: TYPE S STUDWORK. WWW.JMAPC.COM B. CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING, PROCURING AND PAYING FOR ALL B. OWNER INTENDING TO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK INTERIOR: TYPE N 2. GALVANIZE, UNLESS OTHERWISE INDICATED. REQUIRED LICENSES, BONDS, FEES, PERMITS, INSPECTIONS, CERTIFICATE OF OCCUPANCY, ETC. THAT COULD POTENTIALLY DAMAGE ADJOINING AFFECTED PROPERTIES. NOTICE SHALL REQUEST SETTING BED & GROUT: TYPE M WRITTEN PERMISSION TO ENTER ADJOINING PROPERTIES TO DETERMINE MEASURES THAT MUST II. IBC ARTICLE 15 J. LOOSE BEARING PLATES: PROVIDE FOR STEEL ITEMS BEARING MASONRY OR CONCRETE, AS C. THE CONTRACTORS SHALL BE REQUIRED TO INSPECT THE CONSTRUCTION SITE AND FAMILIARIZE BE TAKEN TO SAFEGUARD PROPERTIES FROM DAMAGE. III. SEE ALSO PART III - CONCRETE SHOWN. DRILL PLATES TO RECEIVE ANCHOR BOLTS. GALVANIZE AFTER FABRICATION IF EXPOSED. THEMSELVES WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF BID. C. WRITTEN CONSENT FROM OWNERS OF ADJOINING PROPERTIES MUST BE OBTAINED PRIOR TO

C. WRITTEN CONSENT FROM OWNERS OF ADJOINING PROPERTIES MUST BE OBTAINED PRIOR TO ENTERING PROPERTIES. C. MATERIALS K. MISCELLANEOUS FRAMING AND SUPPORTS: ARCHITECT: D. DO NOT SCALE DRAWINGS. USE ONLY COMPUTED DIMENSIONS INDICATED. IN THE EVENT OF D. MEASURES TO BE TAKEN TO SAFEGUARD ADJOINING PROPERTIES SHALL BE SUBMITTED WITH 1. CONCRETE MASONRY UNITS SHALL BE OF WHOLE, SOUND MATERIAL, FREE OF CRACKS AND 1. PROVIDE AS REQUIRED TO COMPLETE WORK AND NOT INCLUDED WITH STRUCTURAL STEEL DISCREPANCIES OR AMBIGUITIES CONTACT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. PERMIT APPLICATION FOR REVIEW AND APPROVAL BY CONSTRUCTION OFFICIAL. OTHER DEFECTS. FRAMEWORK. JORGE E. MASTROPIETRO E. UPON APPROVAL OF MEASURES TO SAFEGUARD ADJOINING CONSTRUCTION, REHABILITATION, 2. OBTAIN ALL CONCRETE MASONRY UNITS FROM ONE MANUFACTURER. UNITS TO BE OF UNIFORM 2. FABRICATE WELDED CONSTRUCTION IN AS LARGE UNITS AS POSSIBLE; DRILL AND TAP AS OR DEMOLITION WORK SHALL PROVIDE A COPY OF MEASURES TO OWNERS OF ADJOINING NY LICENSE NO. 036208-1 E. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE UNIFORM CONSTRUCTION CODE,

NY LICENSE NO. 036208-1 E. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE UNIFORM CONSTRUCTION CODE, TEXTURE AND SIZE. REQUIRED TO RECEIVE HARDWARE AND SIMILAR ITEMS. STATE OF NEW JERSEY, ALL APPLICABLE LOCAL, STATE AND NATIONALLY ACCEPTED AGENCY OR PROPERTIES AND SHALL REQUEST WRITTEN PERMISSION TO IMPLEMENT MEASURES PRIOR TO A. NEW EXTERIOR CONCRETE MASONRY WALLS SHALL BE HI-R MASONRY WALL SYSTEM. 3. INCLUDE REQUIRED ANCHORS FOR BUILDING INTO OTHER WORK; SPACED NOT MORE THAN UTILITY COMPANY CODES, REQUIREMENTS, RULES, ETC., INCLUDING ANY REQUIREMENTS FOR COMMENCEMENT OF WORK. INSULATION AS MANUFACTURED BY KORFIL INC. TO BE INSTALLED IN SPECIALTY CONCRETE 24" O.C. UNLESS OTHERWISE SHOWN. JENNIFER PALERMO ADDITIONAL MATERIALS, METHODS OR APPROVALS AND OF THE IBC NEW JERSEY EDITION 2015 CODE, F. WRITTEN CONSENT FROM OWNERS OF ADJOINING PROPERTIES TO IMPLEMENT MEASURES TO MASONRY UNITS. LATEST EDITION. SAFEGUARD PROPERTIES MUST BE OBTAINED B. PROVIDE ALTERNATE FOR PREFORMED MASONRY INSULATION AS MANUFACTURED BY KORFIL L. MISCELLANEOUS STEEL TRIM NJ LICENSE NO. AI 015932 INC. TO BE INSTALLED IN STANDARD 2 CORE CONCRETE MASONRY UNITS. 1. FABRICATE TO SHAPE AND SIZES AS REQUIRED FOR PROFILES SHOWN: CONTINUOUS WELDED F. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, UTILITIES CONDITIONS, ETC. PART 3 - CONCRETE C. INSULATION SHALL BE INSTALLED AT BLOCK MANUFACTURERS PLANT.

IONS, UTILITIES CONDITIONS, ETC. PART 3 - CONCRETE C. INSULATION SHALL BE INSTALLED AT BLOCK MANUFACTURERS PLANT. JOINTS AND SMOOTH EXPOSED EDGES. USE CONCEALED FIELD SPLICES WHEREVER POSSIBLE. PRIOR TO SUBMISSION OF BID. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE D. INSULATION SHALL BE A MOLDED POLYSTYRENE AND SHALL CONFORM TO THE PHYSICAL PROJECT: ARCHITECT FOR RESOLUTION BEFORE COMMENCEMENT OF ANY WORK. A. GENERAL PROPERTY REQUIREMENTS OF FS HH-1-524, TYPE 1 WITH AN AVERAGE DENSITY OF 1.3 LB/SF. 1. SEE GENERAL CONDITIONS 3. JOINT REINFORCING PART 6 - CARPENTRY 262-270 MAIN STREET G. EACH CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, TOOL APPLIANCES AND A. NO. 9 GALVANIZED DEFORMED STEEL WIRE, 1/2"-2" LESS THAN WALL THICKNESS WEST ORANGE EQUIPMENT REQUIRED TO COMPLETE ALL WORK AS SHOWN ON DRAWINGS, AND AS SPECIFIED HEREIN, B. CODES AND STANDARDS. COMPLY WITH THE PROVISIONS OF THE FOLLOWING: B. GALVANIZED WALL ANCHORING DEVICES - TYPES AS REQUIRED FOR JOB CONDITION A. GENERAL INCLUDING WORK WHICH IS USUAL OR NECESSARY TO COMPLETE THE BUILDING IN ACCORDANCE WITH 1. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" APPLICABLE. 1. SEE GENERAL CONDITIONS

ICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" APPLICABLE. 1. SEE GENERAL CONDITIONS ESSEX COUNTY, NJ 07052 THE INTENT OF THE PLANS AND SPECIFICATIONS. THE INTENT OF THIS CONTRACT IS TO OBTAIN FOR 2. ACI 302 "CONSTRUCTION OF CONCRETE SLABS ON GRADE" A. ABOVE GRADE SURFACES SHALL RECEIVE A SINGLE PART, CLEAR, PROTECTIVE COATING BLOCK 114 LOT 50 & 55 THE OWNER A TURN-KEY JOB EXCEPT AS SPECIFICALLY OMITTED HEREIN. 3. ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" WHICH WILL PROVIDE LONG - LASTING PROTECTION, WHICH SHALL INCLUDE, BUT IS NOT B. MATERIALS 4. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" LIMITED TO, MOISTURE INTRUSION, STAINS, DIRT, PAINT, ETC. 1. ROUGH TIMBER - STRESS GRADED DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE NO. 2. FB = H. ALL MATERIALS SHALL BE NEW, STANDARD, OF GOOD QUALITY, AND ALL WORKMEN AND 5. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FRAMEWORK" I. USE SURE KLEAN WEATHERSEAL H-40 AS MANUFACTURED BY PROSOCO, INC., KANSAS 1450 PSI; E= 1,700,000 PSI FOR MEMBERS 2"-4" THICK, 2"-4" WIDE AND FB = 1250 PSI FOR MEMBERS 2" OWNER: SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADES. UNLESS OTHERWISE SPECIFIED, THE 6. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CITY, KS. OR APPROVED EQUAL. TO 4" THICK, AND 5" AND WIDER. MANUFACTURERS' SPECIFICATIONS, WRITTEN DIRECTIONS, AND/OR RECOMMENDATIONS WILL BE CONCRETE" II. PROVIDE OWNER WITH A FULL 15 YEAR PRODUCT GUARANTEE. THIS GUARANTEE SHALL

II. PROVIDE OWNER WITH A FULL 15 YEAR PRODUCT GUARANTEE. THIS GUARANTEE SHALL 262 MAIN STREET A. MAXIMUM MOISTURE CONTENT: 19% APPLICABLE TO THE INSTALLATION OF THEIR MATERIAL, EQUIPMENT, OR SERVICES INCORPORATED IN 7. ACI 330 "SPECIFICATIONS FOR LIGHTWEIGHT AGGREGATES FOR STRUCTURAL CONCRETE" EXTEND TO COVER THE REPAIR OF ALL DAMAGES DUE TO PRODUCT FAILURE. B. ALL LUMBER IN CONTACT WITH MASONRY OR EXPOSED TO EXTERIOR SHALL BE PRESSURE REALTY LLC THE CONSTRUCTION. REGARDLESS OF PLANS, SPECIFICATIONS, MANUFACTURES' CRITERIA, ETC. 8. CONCRETE REINFORCING STEEL INSTITUTE, "MANUAL OF STANDARD PRACTICE" B. BELOW GRADE MASONRY SURFACES SHALL RECEIVE 1/2" CEMENT PARGE COAT OVER TREATED, "WOLMANIZED" BY KOPPERS OR APPROVED EQUAL. 262-270 MAIN STREET CONTRACTORS WILL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS AND LABOR WHICH SHALL BE APPLIED 2 COATS OF TROWEL ON BITUMINOUS ASPHALTIC WATER PROOFING. 2. ROUGH HARDWARE, NAILS, SCREWS, BOLTS, ETC. AS REQUIRED FOR JOB CONDITION OR AS WEST ORANGE, NJ 07052 INCLUDING ADEQUATE SUPPORT OF ALL WORK AND SECURING IN PLACE OF ALL ITEMS SUCH AS C. SUBMITTALS AND CERTIFICATES SIGNED BY PRODUCER AND CONTRACTOR SUBMITTED TO 4. BUILD IN ALL STRAPS, BOLTS, ANCHORS, REINFORCING, ETC. AS NOTED OR REQUIRED FOR SHOWN AND

SUBMITTALS AND CERTIFICATES SIGNED BY PRODUCER AND CONTRACTOR SUBMITTED TO 4. BUILD IN ALL STRAPS, BOLTS, ANCHORS, REINFORCING, ETC. AS NOTED OR REQUIRED FOR SHOWN AND SPECIFIED. SHELVING, RAILINGS, WALLS, CEILINGS, EQUIPMENT, ETC. CONTRACTORS TO CORRECT AND /OR ARCHITECT. PROPER CONSTRUCTION. 3. BUILT-UP GIRDERS - LAMINATED VENEER LUMBER 646 427 9908 ELIMINATE FROM THE WORK ALL CONDITIONS WHICH MAY RESULT IN A HAZARD, SUCH AS EXPOSED A. "MICRO-LAMS" AS MANUFACTURED BY TRUS JOIST, INC. OR EQUAL PIPES, UNPROTECTED ELECTRICAL EQUIPMENT, ETC. D. MATERIALS D. WORKMANSHIP B. STORE IN CLEAN, DRY, AREA. EXERCISE CARE IN HANDLING TO PREVENT DAMAGE. CONSULTANTS: 1. CEMENT - PORTLAND CEMENT ASTM C150, TYPE 1 1. INSTALL MASONRY UNITS PLUMB AND TRUE TO LINE IN REGULAR BOND, IN FULL BED OF MORTAR 4. PLYWOOD - COMPLY WITH DOC PSI, HPMA PS51, APA E30, APA Y510, AND HPMA HP-S6. I. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING REQUIRED TO COMPLETE 2. AGGREGATES - ASTM C33 WITH JOINTS UNIFORM IN THICKNESS. ALL EXPOSED JOINTS SHALL BE WELL TOOLED. A. N.A.

WITH JOINTS UNIFORM IN THICKNESS. ALL EXPOSED JOINTS SHALL BE WELL TOOLED. A. N.A. TRAFFIC ENGINEER THE WORK. CUTTING SHALL BE KEPT TO THE MINIMUM REQUIRED AND SHALL NOT UNDERMINE 3. WATER - POTABLE REINFORCE HORIZONTAL JOINTS WITH A 9 GAGE WELDED STEEL WIRE EVERY 16" VERTICALLY. AT B. USE PRESSURE TREATED PLYWOOD IN ACCORDANCE WITH AWPB LP-2 WHERE NOTED OR DOLAN&DEAN EXISTING CONDITIONS TO REMAIN. PATCHING SHALL MEAN FINISHING THE SURFACE FLUSH TO 4. REINFORCING CONCRETE BLOCK WALLS PROVIDE DUR-O-WALL REINFORCING AT EVERY OTHER BLOCK REQUIRED. ADJACENT SURFACES READY FOR THE FINAL FINISHING. A. REINFORCING BARS SHALL BE OF NEW BILLET STEEL AND CONFORM TO ASTM A 615, GRADE 60 COURSE. UNLESS OTHERWISE NOTED ALL WORK SHALL BE IN RUNNING BOND. MASONRY SHALL BE 5. MISCELLANEOUS CONSULTING ENGINEERS, LLC UNLESS OTHERWISE SPECIFIED. PROTECTED FROM FREEZING FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION, AS PER IBC A. RAILS SHALL BE INSTALLED IN THE SHAPES, SIZES, AND LOCATIONS AS SHOWN ON THE 181 WEST HIGH STREET J. THE CONTRACTOR AND ANY SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE PROPER B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AB2/A185 1410.3 COLD WEATHER CONSTRUCTION. DRAWINGS INCLUDING, BUT NOT LIMITED