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AND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY CLAIMS, LOSSES, SUITS OR LEGAL ACTIONS ARISING FROM THE PERFORMANCE OR SAFETY OF THE WORK. SAFETY ON THE JOB SITE SHALL INCLUDE, BUT IS NOT LIMITED TO, TRENCH PROTECTION AND STABILITY, BARRICADES, LADDER SAFETY ALL PROTECTIVE EQUIPMENT, ETC. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH IBC ARTICLE 30, PRECAUTIONS DURING BUILDING OPERATIONS. K. AT THE COMPLETION OF THE PROJECT THE CONTRACTORS SHALL REMOVE ALL RUBBISH FROM THE SITE, LEAVING THE BUILDING BROOM CLEAN. FINAL CLEANING OF ALL BATHROOM FIXTURES AND CERAMIC TILE, AND WASHING OF ALL WINDOWS INSIDE AND OUT BY OWNER. STREETS ADJOINING THE SITE TO BE KEPT FREE OF DEBRIS, EARTH, ETC., DURING THE ENTIRE COURSE OF CONSTRUCTION. L. FIRE INSURANCE WITH EXTENDED COVERAGE: UNTIL A CERTIFICATE OF OCCUPANCY IS ISSUED, THE CONTRACTOR SHALL INSURE THE BUILDING AND WORK INCLUDED IN THIS CONTRACT AGAINST LOSS OR DAMAGE BY FIRE AND AGAINST LOSS OR DAMAGE COVERED BY THE STANDARD EXTENDED COVERAGE INSURANCE ENDORSEMENT, IN AN INSURANCE COMPANY OR COMPANIES ACCEPTABLE TO THE OWNER. THE AMOUNT OF INSURANCE AT ALL TIMES TO BE AT LEAST EQUAL TO THE AMOUNT PAID ON ACCOUNT OF WORK AND MATERIALS PLUS THE VALUE OF WORK OR MATERIALS FURNISHED OR DELIVERED BY NOT YET PAID FOR BY THE OWNER. THE POLICIES SHALL BE IN THE NAME OF THE OWNER AND CONTRACTOR, AS THEIR INTERESTS MAY APPEAR AND CERTIFICATES OF INSURANCE COMPANY AS TO THE AMOUNT AND TYPE OF COVERAGE, TERMS OF POLICY, ETC., SHALL BE DELIVERED TO THE OWNER BEFORE PARTIAL PAYMENTS ARE MADE. M. INSURANCE AND GUARANTEES - SUBMIT CERTIFICATES FOR THE FOLLOWING: 1. CONTRACTORS SHALL CARRY WORKMEN'S COMPENSATION INSURANCE FOR EVERY PERSON EMPLOYED BY THEM ON THE PREMISES AND SHALL MAINTAIN SUCH INSURANCE IN FULL FORCE DURING THE ENTIRE TIME OF THIS CONTRACT. A. WORKMEN'S COMPENSATION $ 1,000,000 B. PERSONAL INJURY $ 1,000,000 C. AUTOMOBILE $ 1,000,000 N. THE ARCHITECT HAS NO CONTRACTUAL OBLIGATIONS TO THE CLIENT BEYOND THE PREPARATION OF DRAWINGS SUITABLE FOR FILING FOR A BUILDING PERMIT. THE ARCHITECT DOES NOT HAVE CONSTRUCTION ADMINISTRATION RESPONSIBILITY. THE INFORMATION SHOWN ON THE DRAWINGS AND SPECIFICATIONS CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT. THE ARCHITECT LIMITS HIS RESPONSIBILITY TO

INISTRATION RESPONSIBILITY. THE INFORMATION SHOWN ON THE DRAWINGS AND SPECIFICATIONS CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT. THE ARCHITECT LIMITS HIS RESPONSIBILITY TO INFORMATION NOTED ON DRAWINGS AND/OR SPECIFICATIONS. O. CONTRACTOR SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. HE SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CORRECTION PRIOR TO BEGINNING ANY WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT SCALE DRAWINGS. P. THE CONTRACTOR AND/OR OWNER AGREES TO ASSUME, AND DOES HEREBY ASSUME ALL LIABILITY FOR AND SHALL AND DOES HEREBY AGREE TO INDEMNIFY AND SAVE HARMLESS THE ARCHITECT AGAINST ANY AND ALL LOSS, COST, CHARGE, OR DAMAGE ARISING FROM INJURIES SUSTAINED BY MECHANICS, LABORERS, WORKMAN, OR BY ANY PERSONS WHATSOEVER. WHETHER EMPLOYED IN AND ABOUT THE SAID WORK OR OTHERWISE BY REASON OR ANY ACCIDENTS DAMAGES OR INJURIES, TORTS OR TRESPASSES HAPPENING IN AND ABOUT OR IN ANY WAY INCIDENT TO OR BY REASON OF THE DOING OF SAID WORK INCLUDING COSTS, COUNSEL FEES, AND ALL EXPENSES OF DEFENSE. Q. TAKE EVERY APPROPRIATE PRECAUTION IN ACCORDANCE WITH CURRENT BUILDING CODES, CONSTRUCTION PRACTICE AND THE SECRETARY OF THE INTERIOR ’ S STANDARDS AND GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES TO ENSURE THAT PROXIMATE AND APPROXIMATE HISTORIC RESOURCES ARE PROTECTED FROM DAMAGE DURING CONSTRUCTION PART 2 - DEMOLITION AND SITEWORK (WHERE APPLICABLE ) A. DEMOLITION 1. PROTECTION OF EXISTING UTILITIES, IMPROVEMENTS, TREES, SHRUBS, ETC. TO BE RETAINED UNLESS OTHERWISE SHOWN OR NOTED. REPAIR ALL DAMAGES AS DIRECTED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND TO DEMOLISH DAMAGED ITEMS AS NEEDED. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER BEFORE REMOVING STRUCTURAL ELEMENTS. 3. MAKE ALL WORK SAFE AS PER RULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION OVER UTILITIES AND INSURE CONTINUED OPERATION AND PROTECTION OF EXISTING PIPES, LINES, DUCTS EQUIPMENT, ETC. 4. ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 5. TAKE FULL PRECAUTION TO PROTECT WORKMEN, PASSERBY, OR ANY OTHER PERSONS FROM FALLING DEBRIS AND OTHER HAZARDS. TAKE EVERY APPROPRIATE

ESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 5. TAKE FULL PRECAUTION TO PROTECT WORKMEN, PASSERBY, OR ANY OTHER PERSONS FROM FALLING DEBRIS AND OTHER HAZARDS. TAKE EVERY APPROPRIATE PRECAUTION IN ACCORDANCE WITH CURRENT BUILDING CODES, CONSTRUCTION PRACTICE AND THE SECRETARY OF THE INTERIOR ’ S STANDARDS AND GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES TO ENSURE THAT PROXIMATE AND APPROXIMATE HISTORIC RESOURCES ARE PROTECTED FROM DAMAGE DURING DEMOLITION. 6. REMOVE ONLY NON-LOAD BEARING CONSTRUCTION AND PARTITIONS, CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE DESIGN INTENT. CONTRACTOR'S NON-CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. 7. DEMOLITION AND REMOVAL OF EXISTING BUILDINGS, UTILITIES AND ANY SURROUNDING OBSTRUCTIONS COMPLETELY AS SHOWN ON PLANS AND AS REQUIRED BY NEW CONSTRUCTION. 8. STRIPPING AND/OR REMOVAL OF EXISTING PAVING, CONCRETE PADS, CURBS, TREES, SHRUBS, EARTH, ETC. WITHIN NEW CONSTRUCTION AREA OR AS INDICATED. 9. OFF-SITE DISPOSAL OF ALL DEBRIS AND/OR EXCESS MATERIALS IN AN APPROVED AND LEGAL MANNER. 10.WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. B. SITEWORK 1. GENERAL A. SEE GENERAL CONDITIONS. B. ORGANIZE AND TIME WORK TO FIT NEATLY INTO THE REQUIREMENTS OF THE OTHER PHASES OF THIS PROJECT AND TO PREVENT DAMAGE TO OTHER FINISHED WORK. C. COORDINATE WITH WORK OF OTHER FINISHED WORK. D. COOPERATE WITH WORK OF OTHER. 2. PERMITS, RULES AND REGULATIONS ALL CURBS, CURB DEPRESSIONS, WALLS APRONS, DRIVEWAYS, ETC. LOCATED WITHIN THE ROAD RIGHT-OF-WAY CONSTRUCTED OR ALTERED SHALL CONFORM TO THE GOVERNMENTAL AGENCY REQUIREMENTS HAVING JURISDICTION OVER SAID IMPROVEMENTS. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY CONSTRUCTION AND MAKE ARRANGEMENTS FOR SPECIFICATIONS TO TAKE PRECEDENCE OVER ABOVE CRITERIA. 3. CONFORM TO NJAC 5:23-2.34 A. OWNERS WHO UNDERTAKE CONSTRUCTION, REHABILITATION, OR

ESPONSIBLE TO VERIFY CONSTRUCTION AND MAKE ARRANGEMENTS FOR SPECIFICATIONS TO TAKE PRECEDENCE OVER ABOVE CRITERIA. 3. CONFORM TO NJAC 5:23-2.34 A. OWNERS WHO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK AT THEIR PROPERTIES SHALL PROTECT ADJOINING PROPERTIES FROM DAMAGE CAUSED BY THE WORK. B. OWNER INTENDING TO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK THAT COULD POTENTIALLY DAMAGE ADJOINING AFFECTED PROPERTIES. NOTICE SHALL REQUEST WRITTEN PERMISSION TO ENTER ADJOINING PROPERTIES TO DETERMINE MEASURES THAT MUST BE TAKEN TO SAFEGUARD PROPERTIES FROM DAMAGE. C. WRITTEN CONSENT FROM OWNERS OF ADJOINING PROPERTIES MUST BE OBTAINED PRIOR TO ENTERING PROPERTIES. D. MEASURES TO BE TAKEN TO SAFEGUARD ADJOINING PROPERTIES SHALL BE SUBMITTED WITH PERMIT APPLICATION FOR REVIEW AND APPROVAL BY CONSTRUCTION OFFICIAL. E. UPON APPROVAL OF MEASURES TO SAFEGUARD ADJOINING CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK SHALL PROVIDE A COPY OF MEASURES TO OWNERS OF ADJOINING PROPERTIES AND SHALL REQUEST WRITTEN PERMISSION TO IMPLEMENT MEASURES PRIOR TO COMMENCEMENT OF WORK. F. WRITTEN CONSENT FROM OWNERS OF ADJOINING PROPERTIES TO IMPLEMENT MEASURES TO SAFEGUARD PROPERTIES MUST BE OBTAINED PART 3 - CONCRETE A. GENERAL 1. SEE GENERAL CONDITIONS B. CODES AND STANDARDS. COMPLY WITH THE PROVISIONS OF THE FOLLOWING: 1. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 2. ACI 302 "CONSTRUCTION OF CONCRETE SLABS ON GRADE" 3. ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" 4. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 5. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FRAMEWORK" 6. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE" 7. ACI 330 "SPECIFICATIONS FOR LIGHTWEIGHT AGGREGATES FOR STRUCTURAL CONCRETE" 8. CONCRETE REINFORCING STEEL INSTITUTE, "MANUAL OF STANDARD PRACTICE" C. SUBMITTALS AND CERTIFICATES SIGNED BY PRODUCER AND CONTRACTOR SUBMITTED TO ARCHITECT. D. MATERIALS 1. CEMENT - PORTLAND CEMENT ASTM C150, TYPE 1 2. AGGREGATES - ASTM C33 3. WATER - POTABLE 4. REINFORCING A. REINFORCING BARS SHALL BE OF NEW BILLET STEEL AND CONFORM TO ASTM A 615, GRADE 60 UNLESS OTHERWISE SPECIFIED. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AB2/A185 C. ACCESSORIES SHALL BE OF PLASTIC OR HOT-DIPPED GALVANIZED EXCEPT WHEREIN EARTH CONTACT WHEN CONCRETE BLOCKS SHALL BE USED. 5. ADMIXTURES A.

FIED. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AB2/A185 C. ACCESSORIES SHALL BE OF PLASTIC OR HOT-DIPPED GALVANIZED EXCEPT WHEREIN EARTH CONTACT WHEN CONCRETE BLOCKS SHALL BE USED. 5. ADMIXTURES A. WATER - REDUCING ADMIXTURE ASTM C494, TYPE A OR HIGH-RANGE WATER - REDUCING ADMIXTURE ASTM C494 TYPE F OR TYPE G B. NON-CHLORIDE ACCELERATING ADMIXTURE C. AIR-ENTRAINING ADMIXTURE ASTM C260 D. ADMIXTURES SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING: I. N.R. GRACE II. EUCLID CHEMICAL CORP. III. SIKA CHEMICAL CORP. E. ADMIXTURES WHICH CONTAIN CALCIUM CHLORIDE BY THYOCYANATES OR MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE PERMITTED. 6. JOINT FILLER - CELOTEX FLEXEL, 1/2". 7. NON-SHRINK GROUTS - CRD - C 621 A. GROUT SHALL HAVE A MINIMUM OR COMPRESSIVE STRENGTH OF 7500 PSI @ 28 DAYS. B. GROUT SHALL BE NON-METALLIC C. GROUT SHALL BE "EUCONS" BY EUCLID CHEMICAL CO. OR APPROVED EQUAL. 8. MOISTURE BARRIER - 6 MIL POLYETHYLENE 9. FORM WORK: ALL FORMWORK SHALL BE SUITABLE FOR EACH SPECIFIC SITUATION AND SHALL BE OF SUFFICIENT STRENGTH REQUIRED TO SUPPORT CONCRETE. A. FORMWORK SHALL BE "PLYFORM" OR STEEL PAN. B. FORMWORK SHALL: I. CONFORM TO CONTOURS SHOWN OR REQUIRED TO CONSTRUCT BUILDING. II. RETAIN THEIR EXACT POSITION DURING AND AFTER POURING CONCRETE. III. PRODUCE PLUMB, TRUE, EVEN SURFACES. IV. PREVENT LEAKAGE OF MORTAR. E. WORKMANSHIP 1. CONCRETE QUALITY SHALL BE 3000 PSI @ 28 DAYS (ASTM C94) UNLESS NOTED OTHERWISE. 2. SLUMP SHALL CONFORM TO ASTM C-143-58 MAXIMUMS AND MINIMUMS 3. CONCRETE SHALL BE THOROUGHLY MIXED. NO SEGREGATION OF MATERIALS SHALL BE ALLOWED. 4. ALL CONCRETE POURS SHALL BE CONTINUOUS FROM WALL TO WALL OR CONTROL JOINTS AS SHOWN ON DRAWINGS. 5. VIBRATE CONCRETE AS REQUIRED. 6. PROVIDE CONSTRUCTION, ISOLATION, EXPANSION AND CONTROL JOINTS AS INDICATED OR REQUIRED. 7. SET AND BUILD INTO THE WORK, ANCHORING DEVICES AND ALL OTHER ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST IN PLACE CONCRETE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF CONCRETE WORK WHICH DOES NOT CONFORM TO THE SPECIFIED REQUIREMENTS. F. TESTING, INSPECTION AND REPAIR 1. THE CONTRACTOR SHALL EMPLOY AT HIS EXPENSE, A TESTING LABORATORY ACCEPTABLE TO THE ARCHITECT TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES. THIS LABORATORY SHALL PERFORM ALL OTHER TESTS AS REQUIRED BY THESE SPECIFICATIONS AND/OR THE ARCHITECT. FOUNDATIONS

TO THE ARCHITECT TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES. THIS LABORATORY SHALL PERFORM ALL OTHER TESTS AS REQUIRED BY THESE SPECIFICATIONS AND/OR THE ARCHITECT. FOUNDATIONS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL WITH AN ALLOWABLE BEARING PRESSURE OF 3000 PSF. VERIFY SOIL CAPACITY AT TIME OF EXCAVATION. 2. DURING PROGRESS OF WORK, NOT LESS THAN FOUR (4) TEST CYLINDERS SHALL BE MADE OF EACH DAY'S PLACEMENT, AND EACH 50 CUBIC YARDS OF EACH CLASS OF CONCRETE PLACED EACH DAY. COMPRESSIVE 3. SHOULD TEST SPECIMENS OF CONCRETE SHOW STRENGTH DEFICIENCIES AS REQUIRED BY THESE SPECIFICATIONS, THE ARCHITECT SHALL HAVE THE RIGHT TO REQUEST, AT CONTRACTOR'S EXPENSE THAT CORE SPECIMENS BE TAKEN FROM CAST-IN-PLACE CONCRETE IN QUESTION AND TESTED BY THE TESTING LABORATORY IN ACCORDANCE WITH METHOD PRESCRIBED IN ASTM C-42 AND/ OR LOAD TESTS MAY BE MADE ON ANY PORTION OF THE WORK IN WHICH SUCH CONCRETE WAS USED, WHEN LOAD TEST IS REQUIRED, SUCH TEST SHALL, ALSO BE CONDUCTED BY TESTING LABORATORY IN CONFORMITY WITH REQUIREMENTS AND PROCEDURES SPECIFIED IN CHAPTER 20 OF ACI 318-83. 4. WHEN SO DETERMINED BY THE ARCHITECT, ALL FAULTY CONCRETE SHALL BE REMOVED AND REPLACED BY THIS CONTRACTOR AT THIS OWN EXPENSE. 5. ALL STRUCTURAL REPAIRS SHALL BE MADE WITH PRIOR APPROVAL OF THE ENGINEER AND ARCHITECT, AS TO METHOD AND PROCEDURE, USING THE SPECIFIED EPOXY ADHESIVE AND/OR EPOXY MORTAR. WHERE EPOXY INJECTION PROCEDURES MUST BE USED, AN APPROVED LOW VISCOSITY EPOXY MADE BY THE MANUFACTURERS PREVIOUSLY SPECIFIED SHALL BE USED. 6. FOUNDATIONS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL WITH AN ALLOWABLE BEARING PRESSURE OF 3,000 PSF. VERIFY SOIL CAPACITY AT TIME OF EXCAVATION. PART 4 - MASONRY A. GENERAL 1. SEE GENERAL CONDITIONS B. CODES AND STANDARDS 1. COMPLY WITH THE LATEST EDITIONS OF ALL CODES AND STANDARDS INCLUDING, BUT NOT LIMITED TO ASTM, IBC, ANSI, ETC. A. CONCRETE MASONRY UNITS: I. HOLLOW UNITS: ASTM C-90, GRADE N, TYPE I II. HOLLOW UNITS: FOR FIRE RATED WALLS: ASTM C-145 GRADE N, TYPE I III. IBC ARTICLE 14 B. MORTAR SHALL COMPLY WITH: I. ASTMC-270 EXTERIOR: TYPE S INTERIOR: TYPE N SETTING BED & GROUT: TYPE M II. IBC ARTICLE 15 III. SEE ALSO PART III - CONCRETE C. MATERIALS 1. CONCRETE MASONRY UNITS SHALL BE OF WHOLE, SOUND MATERIAL, FREE OF CRACKS AND OTHER DEFECTS. 2. OBTAIN ALL CONCRETE MASONRY

: TYPE M II. IBC ARTICLE 15 III. SEE ALSO PART III - CONCRETE C. MATERIALS 1. CONCRETE MASONRY UNITS SHALL BE OF WHOLE, SOUND MATERIAL, FREE OF CRACKS AND OTHER DEFECTS. 2. OBTAIN ALL CONCRETE MASONRY UNITS FROM ONE MANUFACTURER. UNITS TO BE OF UNIFORM TEXTURE AND SIZE. A. NEW EXTERIOR CONCRETE MASONRY WALLS SHALL BE HI-R MASONRY WALL SYSTEM. INSULATION AS MANUFACTURED BY KORFIL INC. TO BE INSTALLED IN SPECIALTY CONCRETE MASONRY UNITS. B. PROVIDE ALTERNATE FOR PREFORMED MASONRY INSULATION AS MANUFACTURED BY KORFIL INC. TO BE INSTALLED IN STANDARD 2 CORE CONCRETE MASONRY UNITS. C. INSULATION SHALL BE INSTALLED AT BLOCK MANUFACTURERS PLANT. D. INSULATION SHALL BE A MOLDED POLYSTYRENE AND SHALL CONFORM TO THE PHYSICAL PROPERTY REQUIREMENTS OF FS HH-1-524, TYPE 1 WITH AN AVERAGE DENSITY OF 1.3 LB/SF. 3. JOINT REINFORCING A. NO. 9 GALVANIZED DEFORMED STEEL WIRE, 1/2"-2" LESS THAN WALL THICKNESS B. GALVANIZED WALL ANCHORING DEVICES - TYPES AS REQUIRED FOR JOB CONDITION APPLICABLE. A. ABOVE GRADE SURFACES SHALL RECEIVE A SINGLE PART, CLEAR, PROTECTIVE COATING WHICH WILL PROVIDE LONG - LASTING PROTECTION, WHICH SHALL INCLUDE, BUT IS NOT LIMITED TO, MOISTURE INTRUSION, STAINS, DIRT, PAINT, ETC. I. USE SURE KLEAN WEATHERSEAL H-40 AS MANUFACTURED BY PROSOCO, INC., KANSAS CITY, KS. OR APPROVED EQUAL. II. PROVIDE OWNER WITH A FULL 15 YEAR PRODUCT GUARANTEE. THIS GUARANTEE SHALL EXTEND TO COVER THE REPAIR OF ALL DAMAGES DUE TO PRODUCT FAILURE. B. BELOW GRADE MASONRY SURFACES SHALL RECEIVE 1/2" CEMENT PARGE COAT OVER WHICH SHALL BE APPLIED 2 COATS OF TROWEL ON BITUMINOUS ASPHALTIC WATER PROOFING. 4. BUILD IN ALL STRAPS, BOLTS, ANCHORS, REINFORCING, ETC. AS NOTED OR REQUIRED FOR PROPER CONSTRUCTION. D. WORKMANSHIP 1. INSTALL MASONRY UNITS PLUMB AND TRUE TO LINE IN REGULAR BOND, IN FULL BED OF MORTAR WITH JOINTS UNIFORM IN THICKNESS. ALL EXPOSED JOINTS SHALL BE WELL TOOLED. REINFORCE HORIZONTAL JOINTS WITH A 9 GAGE WELDED STEEL WIRE EVERY 16" VERTICALLY. AT CONCRETE BLOCK WALLS PROVIDE DUR-O-WALL REINFORCING AT EVERY OTHER BLOCK COURSE. UNLESS OTHERWISE NOTED ALL WORK SHALL BE IN RUNNING BOND. MASONRY SHALL BE PROTECTED FROM FREEZING FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION, AS PER IBC 1410.3 COLD WEATHER CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE TOPS OF MASONRY WALLS WITH FLOOR FRAMING, ARCHITECTURAL REQUIREMENTS AND FINISHED GRADES. ALL MASONRY SHALL BE

INSTALLATION, AS PER IBC 1410.3 COLD WEATHER CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE TOPS OF MASONRY WALLS WITH FLOOR FRAMING, ARCHITECTURAL REQUIREMENTS AND FINISHED GRADES. ALL MASONRY SHALL BE LATERALLY SUPPORTED BY HORIZONTAL BRACING OF FLOOR AND ROOF FRAMING AS PER IBC 1412.1 GENERAL. 3. ALL MASONRY WORK SHALL BE DONE BY THOSE SKILLED IN THE TRADE AND IN THE MOST WORKMANLIKE MANNER. 4. LEAVE IN PERFECT CONDITION TO RECEIVE APPLICABLE FINISH 5. ALL WORK SHALL BE PROPERLY BONDED AND ALL JOINTS ON FACES WITHIN THE BUILDING SHALL BE SMOOTHLY STRUCK (NOT CUT). 6. FOUNDATIONS SHALL BE CONSTRUCTED OF UNITS OF CONCRETE BLOCK LAID IN CEMENT MORTAR. CORNERS OF FOUNDATION SHALL BE REINFORCED WITH TY-BLOCK EVERY SECOND COURSE. ALL JOINTS SHALL BE IN FULL BED OF MORTAR AND SHALL BE WELL POINTED. TOP AND BOTTOM COURSES SHALL BE SOLID. FILLING OF BLOCK SHALL NOT BE PERMITTED. ALL WALLS SHALL BE ERECTED PLUMB AND TRUE AND TOP OF ALL WALLS SHALL BE STRAIGHT AND EVEN. 7. TEMPORARILY BRACE ALL FOUNDATION WALLS PRIOR TO BACKFILLING. PART 5 - MISCELLANEOUS METAL AND SUPPLEMENTARY CONDITIONS FOR STRUCTURAL STEEL (WHERE APPLICABLE ) A. GENERAL 1. SEE GENERAL CONDITIONS 2. SEE DRAWINGS B. CODES AND STANDARDS (LATEST EDITIONS) 1. AISC "CODE OR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" 2. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING" INCLUDING "COMMENTARY" 3. AWS "STRUCTURAL WELDING CODE" 4. AMERICAN SOCIETY OF TESTING MATERIALS 5. STEEL JOIST INSTITUTE 6. AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 7. AWS "STRUCTURAL WELDING CODE", SDI "STEEL ROOF DECK MANUAL" 8. COMPLY WITH APPLICABLE PROVISIONS EXCEPT AS OTHERWISE INDICATED. 9. IF STRUCTURAL DRAWING NOTATIONS DIFFER FROM ABOVE AND THESE SPECIFICATIONS, THEN MOST RESTRICTIVE REQUIREMENTS WILL APPLY. C. SUBMITTALS 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION, ASSEMBLY AND ERECTION. 2. FURNISH ANCHOR BOLTS REQUIRED FOR INSTALLATION IN OTHER WORK: FURNISH TEMPLATES FOR BOLT INSTALLATION. 3. SHOW COMPLETE DETAILS AND SCHEDULES (IF REQUIRED) FOR LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE, SUPPLEMENTARY FRAMING, CUT OPENINGS, AND ACCESSORIES. 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR DESIGN AND GENERAL CONSTRUCTION ONLY AND NOT FOR DIMENSIONS, QUANTITIES OR FIELD FIT. D. MATERIALS PROVIDE MATERIALS WHICH

AMING, CUT OPENINGS, AND ACCESSORIES. 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR DESIGN AND GENERAL CONSTRUCTION ONLY AND NOT FOR DIMENSIONS, QUANTITIES OR FIELD FIT. D. MATERIALS PROVIDE MATERIALS WHICH CONFORM TO THE FOLLOWING STANDARDS: 1. STEEL PLATES, SHAPES, BARS: ASTM A 441 GRADE 50 2. COLD-FORMED STEEL TUBING: ASTM A 500, GRADE B 3. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B 4. COLD-ROLLED STEEL SHEETS: ASTM A 366 5. GALVANIZED STEEL SHEETS: ASTM A 526, WITH ASTM A 525, GRADE G90 ZINC COATING 6. CONCRETE INSERTS: MALLEABLE IRON (ASTM A 47) OR CAST STEEL (ASTM A 27) INSERTS, WITH STEEL BOLTS, WASHERS AND SHIMS: HOT DIP GALVANIZED. 7. GALVANIZING: ASTM A 386 FOR ASSEMBLED PRODUCTS; A 153 FPR IRON AND STEEL HARDWARE. 8. STEEL FOR GALVANIZED UNITS: ASTM A 446 GRADE A 9. STEEL SHAPES: ASTM A 36 10.SHEET METAL ACCESSORIES: ASTM A 446 GRADE A 11.GALVANIZING: ASTM A 525, G90 12.GALVANIZING REPAIR PAINT: MIL-P21035 (SHIPS) 13.SHOP PAINT: (UNLESS OTHERWISE SPECIFIED) FS-TT-P-86, TYPE II, OR SSPC-PAINT 14. APPLY TO CLEANED AND DEGREASED STEEL SURFACE AT RATE TO PROVIDE A 2.0-MIL DRY FILM THICKNESS. E. INSERTS AND ANCHORAGES: FURNISH INSERTS AND ANCHORING DEVICES TO BE BUILT INTO OTHER WORK FOR INSTALLATION OF MISCELLANEOUS METAL ITEMS: COORDINATE DELIVERY TO JOB SITE TO AVOID DELAY. F. FABRICATION 1. COMPLY WITH ASIC "SPECIFICATIONS" AND APPROVED FINALIZED SHOP DRAWINGS. MARK AND MATCH-MARK UNITS FOR FIELD ASSEMBLY. 2. USE HIGH-STRENGTH BOLTS FOR FIELD CONNECTIONS, EXCEPT AS OTHERWISE INDICATED. 3. COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, AND QUALITY OF WELDS. 4. USE MATERIALS OF SIZE AND THICKNESS SHOWN OR, IF NOT SHOWN, OF REQUIRED SIZE AND THICKNESS TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT. SHOP-PAINT ALL ITEMS NOT SPECIFIED TO BE GALVANIZED AFTER FABRICATION. 5. WELD CORNERS AND SEAMS CONTINUOUSLY: GRIND EXPOSED WELDS SMOOTH AND FLUSH. 6. FORM EXPOSED CONNECTIONS WITH HAIRLINE, FLUSH JOINTS: USE CONCEALED FASTENERS WHERE POSSIBLE. G. PROVISIONS FOR OTHER WORK: FABRICATES STRUCTURAL STEEL MEMBERS TO PROVIDE HOLES FOR SECURING OTHER WORK AND FOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING AS REQUIRED COORDINATING WITH ALL MECHANICAL TRADES. 1. STRUCTURAL AND MISCELLANEOUS STEEL: PAINT STRUCTURAL STEEL WORK, EXCEPT MEMBERS OR PORTIONS OF MEMBERS EMBEDDED IN CONCRETE OR MORTAR, AND CONTACT AREA TO BE WELDED OR RIVETED. CLEAN STEEL FRAME OF

1. STRUCTURAL AND MISCELLANEOUS STEEL: PAINT STRUCTURAL STEEL WORK, EXCEPT MEMBERS OR PORTIONS OF MEMBERS EMBEDDED IN CONCRETE OR MORTAR, AND CONTACT AREA TO BE WELDED OR RIVETED. CLEAN STEEL FRAME OF LOOSE MILL SCALE, RUST, OIL AND GREASE. APPLY PRIME PAINT TO PROVIDE A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. 2. TOUCH-UP SHOP PAINT AFTER INSTALLATION. CLEAN FIELD WELDS, BOLTED CONNECTIONS AND ABRADED AREAS, AND APPLY SAME TYPE PAINT AS USED IN SHOP. USE GALVANIZED REPAIR PAINT ON DAMAGED GALVANIZED SURFACES. H. ERECTION 1. COMPLY WITH AISC CODE AND SPECIFICATIONS, AND MAINTAIN WORK IN SAFE AND STABLE CONDITION DURING ERECTION. 2. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED: REMOVE WHEN FINAL CONNECTIONS PLACED. 3. SET BASE PLATES ON CLEANED BEARING SURFACES, USING WEDGES OR OTHER ADJUSTMENTS AS REQUIRED. SOLIDLY PACK OPEN SPACES WITH BEDDING MORTAR, CONSISTING OF 1 PART PORTLAND CEMENT TO 3 PART SAND, AND ONLY ENOUGH WATER FOR PACKING AND HYDRATION OR USE COMMERCIAL NON-SHRINK GROUT MATERIAL AT ERECTOR'S OPTION. 4. SPLICE MEMBERS ONLY WHERE SHOWN ON FINAL SHOP DRAWING. I. ROUGH HARDWARE 1. FURNISH CUSTOM FABRICATED ANGLES, BOLTS, PLATES, ANCHORS, HANGERS, DOWELS, AND OTHER MISCELLANEOUS STEEL AND IRON SHAPES FOR FRAMING AND SUPPORTING AND ANCHORING STUDWORK. 2. GALVANIZE, UNLESS OTHERWISE INDICATED. J. LOOSE BEARING PLATES: PROVIDE FOR STEEL ITEMS BEARING MASONRY OR CONCRETE, AS SHOWN. DRILL PLATES TO RECEIVE ANCHOR BOLTS. GALVANIZE AFTER FABRICATION IF EXPOSED. K. MISCELLANEOUS FRAMING AND SUPPORTS: 1. PROVIDE AS REQUIRED TO COMPLETE WORK AND NOT INCLUDED WITH STRUCTURAL STEEL FRAMEWORK. 2. FABRICATE WELDED CONSTRUCTION IN AS LARGE UNITS AS POSSIBLE; DRILL AND TAP AS REQUIRED TO RECEIVE HARDWARE AND SIMILAR ITEMS. 3. INCLUDE REQUIRED ANCHORS FOR BUILDING INTO OTHER WORK; SPACED NOT MORE THAN 24" O.C. UNLESS OTHERWISE SHOWN. L. MISCELLANEOUS STEEL TRIM 1. FABRICATE TO SHAPE AND SIZES AS REQUIRED FOR PROFILES SHOWN: CONTINUOUS WELDED JOINTS AND SMOOTH EXPOSED EDGES. USE CONCEALED FIELD SPLICES WHEREVER POSSIBLE. PART 6 - CARPENTRY A. GENERAL 1. SEE GENERAL CONDITIONS B. MATERIALS 1. ROUGH TIMBER - STRESS GRADED DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE NO. 2. FB = 1450 PSI; E= 1,700,000 PSI FOR MEMBERS 2"-4" THICK, 2"-4" WIDE AND FB = 1250 PSI FOR MEMBERS 2" TO 4" THICK, AND 5" AND WIDER. A. MAXIMUM MOISTURE CONTENT: 19% B. ALL LUMBER IN CONTACT WITH