12-1353-0135t ;1lUN O7 /ST - WAKKANII Its
1. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON PRODUCT WARRANTIES DO NOT RELIEVE THE CONTRACTOR OF THE WARRANTY ON THE WORK THAT INCORPORATES THE PRODUCTS, NOR DOES IT RELIEVE SUPPLIERS, MANUFACTURES, AND SUBCONTRACTORS
REQUIRED TO COUNTERSIGN SPECIAL WARRANTIES WITH THE CONTRACTOR.
2. WHEN CORRECTING WARRANTED WORK THAT HAS FAILED, REMOVE AND REPLACE OTHER WORK THAT HAS BEEN DAMAGED AS A RESULT OF SUCH FAILURE OR THAT MUST BE REMOVED AND REPLACED TO PROVIDE ACCESS FOR CORRECTION OF WARRANTED WORK.
3. WHEN WORK COVERED BY WARRANTY HAS FAILED AND BEEN CORRECTED, REINSTATE THE WARRANTY BY WRITTEN ENDORSEMENT. THE REINSTATED WARRANTY SHALL BE EQUAL TO THE ORIGINAL WARRANTY WITH AN EQUITABLE ADJUSTMENT FOR DEPRECIATION.
4. ON DETERMINATION THAT WORK COVERED BY A WARRANTY HAS FAILED, REPLACE OR REBUILD THE WORK TO AN ACCEPTABLE CONDITION COMPLYING WITH REQUIREMENTS OF CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPLACING OR
REBUILDING DEFECTIVE WORK REGARDLESS OF WHETHER THE OWNER HAS BENEFITED FROM USE OF THE WORK THROUGH PART OF ITS USEFUL SERVICE LIFE.
5. WRITTEN WARRANTIES MADE TO THE OWNER ARE IN ADDITION TO IMPLIED WARRANTIES, AND SHALL NOT LIMIT DUTIES, OBLIGATIONS, RIGHTS AND REMEDIES OTHERWISE AVAILABLE UNDER THE LAW, NOR SHALL WARRANTY PERIODS BE INTERPRETED AS LIMITATIONS ON TIME
IN WHICH THE OWNER CAN ENFORCE SUCH OTHER DUTIES, OBLIGATIONS, RIGHTS, OR REMEDIES.
6. SUBMIT WRITTEN WARRANTIES PRIOR TO THE DATE CERTIFIED FOR SUBSTANTIAL COMPLETION. IF THE CERTIFICATE OF SUBSTANTIAL COMPLETION DESIGNATES A COMMENCEMENT DATE FOR WARRANTIES OTHER THAN THE DATE OF SUBSTANTIAL COMPLETION, SUBMIT
WRITTEN WARRANTIES ON REQUEST.
7. WHEN A SPECIAL WARRANTY IS TO BE EXECUTED BY THE CONTRACTOR, OR THE CONTRACTOR AND A SUBCONTRACTOR, SUPPLIER OR MANUFACTURER, PREPARE A WRITTEN DOCUMENT THAT CONTAINS APPROPRIATE TERMS AND IDENTIFICATION, READY FOR EXECUTION BY
THE REQUIRED PARTIES. SUBMIT A DRAFT TO THE OWNER FOR APPROVAL PRIOR TO FINAL EXECUTION.
SECTION 01450 - QUALITY CONTROL CONT.
5. ENGAGE INSPECTION AND TESTING AGENCIES WHICH ARE PREQUALIFIED AS COMPLYING WITH 'RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION" BY AMERICAN COUNCIL OF INDEPENDENT LABORATORIES, AND SPECIALIZE IN TYPES OF
INSPECTIONS AND TESTS TO BE PERFORMED.
6. UPON COMPLETION OF INSPECTION AND TESTING REPAIR DAMAGED CONSTRUCTION AND RESTORE SUBSTRATES AND FINISHES TO ELIMINATE DEFICIENCIES.
SECTION 01510 -TEMPORARY UTILITIES
1. PROVIDE CONNECTIONS TO EXISTING UTILITIES, SIZE TO PROVIDE SERVICE REQUIRED; OWNER WILLPAY COSTS OF SERVICE USED.
2. OPERATE IN A SAFE AND EFFICIENT MANNER. TAKE NECESSARY FIRE PREVENTION MEASURES. DO NOT ALLOW HAZARDOUS, DANGEROUS OR PUBLIC NUISANCES TO DEVELOP OR PERSIST ON SITE.
3. PROVIDE NEW MATERIALS AND EQUIPMENT, OR UNDAMAGED PREVIOUSLY USED MATERIALS AND EQUIPMENT IN SERVICEABLE CONDITION. PROVIDE MATERIALS AND EQUIPMENT SUITABLE FOR USE INTENDED.
4. ENGAGE LOCAL UTILITY COMPANY TO INSTALL TEMPORARY SERVICE OR CONNECT TO EXISTING SERVICE. ARRANGE FOR A TIME WHEN SERVICE CAN BE INTERRUPTED TO MAKE CONNECTIONS. PROVIDE ADEQUATE CAPACITY AT EACH STAGE OF CONSTRUCTION.
5. LIGHTING: PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING TO FULFILL SECURITY REQUIREMENTS AND PROVIDE ILLUMINATION FOR CONSTRUCTION OPERATIONS AND TRAFFIC CONDITIONS.
SECTION 04 2200 - CONCRETE UNIT MASONRY (CMU)
1. UNIT MASONRY STANDARD: COMPLY WITH RECOMMENDATIONS OF THE PORTLAND CEMENT ASSOCIATION "CEMENT MASONRY HANDBOOK" EXCEPT AS OTHERWISE INDICATED.
2. CONCRETE MASONRY UNITS: ASTM C 90, LIGHTWEIGHT, TYPE I, MOISTURE - CONTROLLED UNITS.
3. STEEL REINFORCING BARS: BILLET STEEL COMPLYING WITH ASTM A 615, GRADE 60.
4. JOINT REINFORCEMENT: GALVANIZED CARBON STEEL WIRE, ASTM A 641, CLASS 1, FOR INTERIOR WALLS; AND ASTM A 153, CLASS B -2 FOR EXTERIOR WALLS. WELDED WIRE UNITS PREFABRICATED WITH DEFORMED CONTINUOUS SIDE RODS AND PLAIN CROSS RODS, WITH
PREFABRICATED CORNER AND TEE UNITS.
5. ANCHOR SYSTEM: HECKMAN BUILDING PRODUCTS, INC., POS -I -TIE MASONRY VENEER ANCHOR SYSTEM WITH 5 GAGE STEEL WIRE TIES, HOT DIPPED GALVANIZED PER ASTM A 153, CLASS B3, SIZE AS REQUIRED TO PROVIDE MAXIMUM BOND.
6. COMPRESSIBLE FILLER: PREMOLDED FILLER STRIPS COMPLYING WITH ASTM D 1056, TYPE 2, CLASS A, GRADE 1, COMPRESSIBLE UP TO 35 PERCENT.
7. PREFORMED CONTROL JOINT GASKETS: POLYVINYL CHLORIDE, ASTM D 2287, GENERAL PURPOSE GRADE, TYPE PVC - 65406. DESIGNED TO FIT STANDARD SASH BLOCK AND TO MAINTAIN LATERAL STABILITY IN MASONRY WALL
8. MORTAR FOR UNIT MASONRY: ASTM C 270, PROPORTION SPECIFICATION, TYPES. LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO PORTLAND CEMENT LIME.
9. GROUT: ASTM C 476. USE GROUT OF CONSISTENCY TO COMPLETELY FILL SPACES INTENDED TO RECEIVE GROUT.
10. BOND PATTERN: LAY EXPOSED MASONRY IN RUNNING BOND PATTERN; DO NOT USE UNITS WITH LESS THAN NOMINAL 4-INCH HORIZONTAL FACE DIMENSIONS AT CORNERS OR JAMBS.
11. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE WHEN THUMBPRINT HARD, USING JOINTER LARGER THAN JOINT THICKNESS.
12. INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES AND OTHER OBSTRUCTIONS TO DIRECT THE DOWNWARD FLOW OF WATER IN THE WALLTO THE EXTERIOR.
13. PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT 16 INCHES O.C. INSTALL LONGITUDINAL SIDE RODS IN MORTAR FOR THEIR ENTIRE LENGTH WITH MINIMUM COVER OF 5/8 INCH ON EXTERIOR SIDE OF WALLS, 1/2 INCH ELSEWHERE. LAP REINFORCING MINIMUM OF 6
INCHES.
14. ANCHOR MASONRY TO STRUCTURAL MEMBERS WHERE MASONRY ABUTS OR FACES STRUCTURAL MEMBERS. SPACE ANCHORS 16 INCHES O.C. VERTICALLY AND 24 INCHES O.C. HORIZONTALLY.
15. FORM CONTROL JOINTS BY INSTALLING PREFORMED CONTROL JOINT GASKETS DESIGNED TO FIT STANDARD SASH BLOCK. LOCATE 3/8 INCH WIDE CONTROL JOINTS AS INDICATED BUT DO NOT EXCEED 35 FEET ON CENTERS.
16. FILL WITH GROUT, VERTICAL CELLS, BOND BEAMS, LINTELS AND OTHER STRUCTURAL MEMBERS HAVING REINFORCEMENT. SECURE IN PLACE AND INSPECT REINFORCING BEFORE GROUTING. KEEP MORTAR DROPPINGS OUT OF GROUT SPACE AND PUDDLE OR VIBRATE
GROUT IN PLACE.
17. CLEAN CONCRETE MASONRY BY MEANS OF CLEANING METHOD INDICATED IN NCMA TEK 8-2 APPLICABLE TO TYPE OF STAIN PRESENT ON EXPOSED SURFACES.
SECTION 08710 - DOOR HARDWARE
PART 1- GENERAL
1.1 SUMMARY
A. SECTION INCLUDES ITEMS KNOWN COMMERCIALLY AS FINISH OR DOOR HARDWARE THAT ARE REQUIRED FOR SWING, SLIDING AND FOLDING DOORS, EXCEPT SPECIAL UNIQUE HARDWARE SPECIFIED IN SAME SECTION AS DOORS AND FRAMES ON WHICH THEY ARE
INSTALLED; AND SUPPLEMENTARY ITEMS NECESSARY TO COMPLETE WORK REQUIRED FOR THEIR INSTALLATION.
1.2 SUBMITTALS
A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS.
B. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA FOR EACH ITEM OF DOOR HARDWARE, INSTALLATION INSTRUCTIONS, MAINTENANCE OF OPERATING PARTS AND FINISH, AND OTHER INFORMATION NECESSARY TO EVIDENCE COMPLIANCE WITH
THESE SPECIFICATIONS.
C. FINAL HARDWARE SCHEDULE:
1. SUBMIT 6 COPIES OF FINAL HARDWARE SCHEDULE FOR APPROVAL BEFORE FABRICATION OR DELIVERY OF HARDWARE TO SITE.
2. INCLUDE DETAILS AS TO PROPER TYPE STRIKE PLATES, LENGTH OF SPINDLE, HAND, BACKSET AND BEVEL OF LOCKS, HAND AND DEGREE OPENING FOR CLOSERS, LENGTH OF KICKPLATES, LENGTH OF RODS FOR FLUSH BOLTS, TYPE OF DOORSTOP AND OTHER
FUNCTIONS OF MECHANISMS.
3. COORDINATE FINAL HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK TO ENSURE PROPER SIZE, THICKNESS, HAND, FUNCTION, AND FINISH OF DOOR HARDWARE.
4. FINAL HARDWARE SCHEDULE CONTENT: BASED ON HARDWARE INDICATED, ORGANIZE SCHEDULE INTO'HARDWARE SETS" INDICATING COMPLETE DESIGNATIONS OF EVERY ITEM REQUIRED FOR EACH DOOR OR OPENING. INCLUDE FOLLOWING INFORMATION:
A. TYPE, STYLE, FUNCTION, SIZE, AND FINISH OF EACH HARDWARE ITEM.
B. NAME, MANUFACTURER AND PICTURE OF EACH ITEM.
C. FASTENINGS AND OTHER PERTINENT INFORMATION.
D. LOCATION OF EACH HARDWARE SET CROSS REFERENCED TO THE ROOM NAME AND NUMBER IN WHICH THE DOOR SERVES.
E. EXPLANATION OF ABBREVIATIONS, SYMBOLS, AND CODES CONTAINED IN SCHEDULE.
F. MOUNTING LOCATIONS FOR HARDWARE.
G. DOOR AND FRAME SIZES AND MATERIALS.
5. SUBMITTAL SEQUENCE: SUBMIT FINAL SCHEDULE AT EARLIEST POSSIBLE DATE PARTICULARLY WHERE ACCEPTANCE OF HARDWARE SCHEDULE MUST PRECEDE FABRICATION OF OTHER WORK THAT IS CRITICAL IN PROJECT CONSTRUCTION SCHEDULE. INCLUDE
WITH SCHEDULE PRODUCT DATA, SAMPLES, SHOP DRAWINGS OF OTHER WORK AFFECTED BY DOOR HARDWARE, AND OTHER INFORMATION ESSENTIAL TO COORDINATED REVIEW OF SCHEDULE.
6. KEYING SCHEDULE: SUBMIT SEPARATE DETAILED SCHEDULE INDICATING CLEARLY HOW OWNER'S FINAL INSTRUCTIONS ON KEYING OF LOCKS HAS BEEN FULFILLED.
SECTION 09910 - PAINTING
1. PAINT EXPOSED SURFACES EXCEPT WHERE A SURFACE OR MATERIAL IS SPECIFICALLY INDICATED NOT TO BE PAINTED. WHERE AN ITEM OR SURFACE IS NOT SPECIFICALLY
MENTIONED, PAINT THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES.
2. SUBMITTALS: SUBMIT PRODUCT DATA FOR EACH PAINT SYSTEM SPECIFIED, INCLUDING PRIMERS.
3. PAINT MATERIALS: PROVIDE BLOCK FILLERS, PRIMERS, FINISH COAT MATERIALS, AND RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES UNDER
CONDITIONS OF SERVICE AND APPLICATION, AS RECOMMENDED BY THE MANUFACTURER.
• LATEX PRIMER/SEALER: S -W; PROGREEN 200 LOW ODOR INTERIOR LATEX PRIMER.
• FERROUS METAL PRIMER: S -W; PRO INDUSTRIAL PRO -CRYL UNIVERSAL ACRYLIC PRIMER.
• FLAT PAINT: S -W: HARMONY INTERIOR ACRYLIC LATEX, FLAT.
• EGGSHELL ENAMEL (OR SATIN): S -W; HARMONY INTERIOR ACRYLIC LATEX, SATIN.
• SEMI -GLOSS ACRYLIC COATING: S -W; PROCLASSIC INTERIOR WATERBASED ACRYLIC - ALKYD, SEMIGLOSS.
4. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH PAINTING WILL BE PERFORMED FOR COMPLIANCE WITH REQUIREMENTS. DO NOT BEGIN APPLICATION UNTIL
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
5. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND
AS SPECIFIED.
6. APPLICATION: APPLY PAINT ACCORDING TO MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING
APPLIED. DO NOT PAINT OVER DIRT, RUST, SCALE, GREASE, MOISTURE, SCUFFED SURFACES, OR CONDITIONS DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM.
7. MINIMUM COATING THICKNESS: APPLY MATERIALS AT THE MANUFACTURER'S RECOMMENDED SPREADING RATE. PROVIDE THE TOTAL DRY FILM THICKNESS OF THE ENTIRE SYSTEM AS
RECOMMENDED BY THE MANUFACTURER.
8. PAINT SCHEDULE: PROVIDE THE FOLLOWING PAINT SYSTEMS FOR THE VARIOUS SUBSTRATES INDICATED:
FERROUS METAL: METAL PRIMER, TWO COATS SEMI -GLOSS ACRYLIC COATING
SURFACES TO RECEIVE EPDXY FINISH): LATEX PRIMER, TWO COATS EPDXY COATING
CONCRETE AND MASONRY: BLOCK FILLER, TWO COATS FLAT PAINT
- Smith
= = Seckman
Reid, Inc.
_ 6,00 West Hillsboro, Suite 300
C_eerfield Beach, FL 33441
(954) 421 -1260
- - - =AX: (954) 421 -1466
www.ssr - inc.com
Firm Certification - ES- 0000857
John E. Moulder PE - 33200
Michael A. Steward PE - 65701
SSR JOB # 1232030.0
HI<S
HKS ARCHITECTS, INC.
#AA F000119
1221 BRICKELL AVENUE
SUITE 1220
MIAMI, FL 33131
305 -416 -6100
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DATE 11 -12 -12
REVISED
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SPECIFICATIONS
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