13026 Resubmission

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

LL CONFORM TO ASTM AB2/A185 1410.3 COLD WEATHER CONSTRUCTION. DRAWINGS INCLUDING, BUT NOT LIMITED TO, STAIRS, BALCONIES, ETC. SOMERVILLE, NJ 08876 PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY AND C. ACCESSORIES SHALL BE OF PLASTIC OR HOT-DIPPED GALVANIZED EXCEPT WHEREIN EARTH 2. CONTRACTOR SHALL COORDINATE TOPS OF MASONRY WALLS WITH FLOOR FRAMING, I. ALL RAILS SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE AND DESIGNED IN SECURITY OF THE JOB SITE. SPECIAL ATTENTION TO SAFETY SHALL BE PROVIDED DURING ANY CONTACT WHEN CONCRETE BLOCKS SHALL BE USED. ARCHITECTURAL REQUIREMENTS AND FINISHED GRADES. ALL MASONRY SHALL BE LATERALLY 908 927 0100 ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES INCLUDING, BUT NOT LIMITED DEMOLITION AND NEW CONSTRUCTION. THE ARCHITECT AND HIS AGENTS ARE NOT RESPONSIBLE OR 5. ADMIXTURES SUPPORTED BY HORIZONTAL BRACING OF FLOOR AND ROOF FRAMING AS PER IBC 1412.1 GENERAL. TO, IBC, ANSI, ETC. STRUCTURAL ENGINEER LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND A. WATER - REDUCING ADMIXTURE ASTM C494, TYPE A OR HIGH-RANGE WATER - REDUCING 3. ALL MASONRY WORK SHALL BE DONE BY THOSE SKILLED IN THE TRADE AND IN THE MOST II. WOOD FOR

TER - REDUCING ADMIXTURE ASTM C494, TYPE A OR HIGH-RANGE WATER - REDUCING 3. ALL MASONRY WORK SHALL BE DONE BY THOSE SKILLED IN THE TRADE AND IN THE MOST II. WOOD FOR INTERIOR RAILS SHALL BE SOLID SELECT PIPE MILLED TO THE PROFILES AS HUDSON ENGINEERING, LLC. SUBCONTRACTORS FROM ANY CLAIMS, LOSSES, SUITS OR LEGAL ACTIONS ARISING FROM THE ADMIXTURE ASTM C494 TYPE F OR TYPE G WORKMANLIKE MANNER. REQUIRED AND SANDED SMOOTH. PERFORMANCE OR SAFETY OF THE WORK. SAFETY ON THE JOB SITE SHALL INCLUDE, BUT IS NOT B. NON-CHLORIDE ACCELERATING ADMIXTURE 4. LEAVE IN PERFECT CONDITION TO RECEIVE APPLICABLE FINISH III. WOOD FOR EXTERIOR RAILS SHALL BE OF SOUND PINE OR FIR PRESSURE TREATED WITH 25 W8TH STREET, BSMT LIMITED TO, TRENCH PROTECTION AND STABILITY, BARRICADES, LADDER SAFETY ALL PROTECTIVE C. AIR-ENTRAINING ADMIXTURE ASTM C260 5. ALL WORK SHALL BE PROPERLY BONDED AND ALL JOINTS ON FACES WITHIN THE BUILDING SHALL WOLMAN SALTS AND SANDED SMOOTH. BAYONNE, NJ 07002 EQUIPMENT, ETC. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH IBC ARTICLE 30, D. ADMIXTURES SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING: BE SMOOTHLY STRUCK (NOT CUT). 201 614 5304 PRECAUTIONS DURING BUILDING OPERATIONS. I. N.R. GRACE 6.

614 5304 PRECAUTIONS DURING BUILDING OPERATIONS. I. N.R. GRACE 6. FOUNDATIONS SHALL BE CONSTRUCTED OF UNITS OF CONCRETE BLOCK LAID IN CEMENT C. EXECUTION II. EUCLID CHEMICAL CORP. MORTAR. CORNERS OF FOUNDATION SHALL BE REINFORCED WITH TY-BLOCK EVERY SECOND 1. FRAMING K. AT THE COMPLETION OF THE PROJECT THE CONTRACTORS SHALL REMOVE ALL RUBBISH FROM THE III. SIKA CHEMICAL CORP. COURSE. ALL JOINTS SHALL BE IN FULL BED OF MORTAR AND SHALL BE WELL POINTED. TOP AND CIVIL ENGINEER A. LAY OUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK, BLOCKING, NAILERS, SITE, LEAVING THE BUILDING BROOM CLEAN. FINAL CLEANING OF ALL BATHROOM FIXTURES AND E. ADMIXTURES WHICH CONTAIN CALCIUM CHLORIDE BY THYOCYANATES OR MORE THAN 0.1 BOTTOM COURSES SHALL BE SOLID. FILLING OF BLOCK SHALL NOT BE PERMITTED. ALL WALLS SHALL FURRING AND ALL OTHER ROUGH CARPENTRY. DO CUTTING WORK IN CONNECTION WITH HUDSON ENGINEERING, LLC. CERAMIC TILE, AND WASHING OF ALL WINDOWS INSIDE AND OUT BY OWNER. STREETS ADJOINING THE PERCENT CHLORIDE IONS SHALL NOT BE PERMITTED. BE ERECTED PLUMB AND TRUE AND TOP OF ALL WALLS SHALL BE STRAIGHT AND EVEN. CARPENTRY AND FINISH FOR OTHER TRADES. BRACE, PLUMB,