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DIVISION I tI-ERNIPROTECtl� MOISTURE
<br />MOISTUfi
<br />DIVISION I TI-ERMC�
<br />DIVISION I GENERAL NOTES
<br />DIVISION 3 CONCRETE CONT.
<br />PROAND TECT
<br />SECTION 01530 SINGLE PLY THER1" IOPLASTIC MEMBRANE ROOFING
<br />�R6,L NOTES
<br />1.01 CONTRACTOR RESPONSIBILITIES
<br />1.03 FORM COATINGS
<br />SECTION 01210 BUILDING INSULATION
<br />PART I GENERAL.
<br />A REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION.
<br />A PROVIDE COMMERCIAL FORMULATION FORM -COATING COMPOUNDS WITH A MAXIMUM VOC OF 350 MG/L THAT
<br />1.01 GENERAL
<br />B. DETERMINE AND VERIFY:
<br />WILL NOT BOND WITH, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEQUENT
<br />PART I GENERAL
<br />A. OBTAIN PRIMARY FLEXIBLE SHEET ROOFING FROM A SINGLE MANUFACTURER PROVIDE SECONDARY
<br />A ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE CODE "STANDARD BUILDING
<br />I. FIELD MEASUREMENTS.
<br />TREATMENTS OF CONCRETE SURFACES.
<br />MATERIALS AS RECOMMENDED BY MANUFACTURER OF PRIMARY MATERIALS. p0 NOT BEGIN ROOFING
<br />CODE," "STANDARD PLUMBING CODE," "STANDARD MECHANICAL CODE," 'NATIONAL ELECTRICAL CODE," AND ALL
<br />2. FIELD CONSTRUCTION CRITERIA.
<br />ID4 GRANULAR BASE
<br />1.01 GENERAL
<br />INSTALLATION UNTIL SUBSTRATES HAVE BEEN INSPECTED AND ARE DETERMINED TO BE IN SATISFACTORY
<br />OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING
<br />3. CATALOG NUMBERS5 AND SIMILAR DATA
<br />A BASE IS TO BE EVENLY GRADED MIXTURE OF FINE AND COURSE AGGREGATES TO PROVIDE, WHEN COMPACTED
<br />A COAT INSULATION EXPOSED TO VIEW IN FINISH UIORK WITH CEMENTITIOUS COATING. INSTALL GOATINCi STRICTLY
<br />CONDITION.
<br />LOCAL JURISDICTION.
<br />4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS.
<br />A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE.
<br />IN ACCORDANCE WITH COATING MANUFACTURER'S INS7RUCTICNN. APPLY COATING APPROXIMATELY .3/16°
<br />B. PROVIDE ROOFING MATERIALS RECOGNIZED TO BE A TYPE INDICATED AND TESTED TO SHOW
<br />C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS.
<br />THICK TEXTURE SURFACE WITH A PAINT ROLLER
<br />I
<br />COMPLIANCE WITH PERFORMANCE IN APPLICATION, OR PROVIDE OTHER SIMILAR MATERIALS
<br />B. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF 'TFPA 101 LIFE SAFETY CODE."
<br />DO NOT SUBMIT NON -CONFORMING PRODUCTS.
<br />ID5 VAPOR BARRIER
<br />CERTIFIED IN WRITING BY MANUFACTURER TO BE EQUAL TO OR BETTER THAN MATERIALS SPECIFIED
<br />D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS
<br />BARRIER TO BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRANSMISSION RATE OF 050 GRAINS/SQUAB
<br />ID2 GENERAL BUILDING INSULATION
<br />"R".
<br />IN EVERY RESPECT. PROVIDE PRODUCTS THAT ARE RECOMMENDED BY MANUFACTURERS TO BE FULLY
<br />C. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE
<br />FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THEA.
<br />CONTRACT
<br />FOOT/HOUR WHEN TESTED IN ACCORDANCE WITH A5TM E %, METHOD B. PROVIDE MANUFACTURER'S
<br />A. RIGID BOARD INSULATION 70 BE I" CELOTEX -TUFF
<br />COMPATIBLE WITH INDICATED SUBSTRATES, OR PROVIDE SEPARATE MATERIALS AS REQUIRED TO
<br />"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201.
<br />DOCUMENTS.
<br />RECOMMENDED MASTICS AND GUSSET TAPE.
<br />B. BLANKET INSULATION TO BE UNPAGED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE 1. MINERf�I. FIBER
<br />ELIMINATE CONTACT BETWEEN INCOMPATIBLE MATERIALS.
<br />E. BEGIN NO FABRICATION OR WOW WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH
<br />B. FOLLOWING LEVELING AND TAMPING OF GRANULAR BASE FOR SLABS ON GRADE, PLACE VAPOR BARRIER
<br />SHALL BE MANUFACTURED FROM GLASS.
<br />C. ROOFING MEMBRANE USED SHALL BE A MINIMUM OF 45 MILS (ACTUAL) WITH THE EXPOSED COLOR
<br />D. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS,
<br />ARCHITECT'S CONFORMANCE REVIEW.
<br />SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL
<br />C. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKE"
<br />BEING WHITE.
<br />EQUIPMENT, ONE DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS,
<br />F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS
<br />INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE
<br />ID2 WARRANTY
<br />ORDINANCES, OR RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF
<br />SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE.
<br />JOINTS,
<br />TO PROVIDE PERMANENT PLACEMENT.
<br />A SUBMIT EXECUTED COPY OF SINGLE PLY MEMBRANE MANUFACTURER'S "LIMITED SERVICE WARRANTY"
<br />ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />PART 2 REINFORCING MATERIALS
<br />AGREEMENT, INCLUDING FLASHING ENDORSEMENT, SIGNED BY AN AUTHORIZED REPRESENTATIVE OF
<br />IDS SUBMISSION REQUIREMENTS
<br />ID3 LOOSE INSULATION
<br />MANUFACTURER PROVIDE FORM THAT IS PUBLISHED WITH PRODUCT LITERATURE AS OF DATE OF CONTACT
<br />E. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK OF THEIR TRADE,
<br />A MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE
<br />2D1 REINFORCING MATERIALS
<br />A. SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND
<br />DOCUMENTS, FOR A PERIOD OF TEN YEARS AFTER DATE OF SUBSTANTIAL COMPLETION.
<br />TO ENSURE FIRST CLASS WORKMANSHIP. ANY WOW NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED
<br />AS TO CAUSE NO DELAY IN THE WOW, OR IN THE WORK OF ANY OTHER CONTRACTOR
<br />A. REINFORCING BARS SHALL COMPLY WITH A$TM A 615, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL
<br />OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING IN AND ABOJT THE
<br />PART 2 PRODUCTS
<br />AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE
<br />B.NUMBER OF SUBMITTALS REQUIRED:
<br />WITH ASTM A 185, WELDED STEEL WIRE FABRIC.
<br />ROOF WITH LOOSE INSULATION. WEDGE IN PLACE CORNERS AND INTERSECTIONS BEFORE SHEETING
<br />2.01 MANUFACTURER/PRODUCTS
<br />UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THECOMPLY
<br />COST TO THE
<br />I. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES,
<br />B. `SUPPORTS FOR REINFORCING, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH
<br />OF EXTERIOR, COMPLETELY FILLING VOIDS.
<br />A MECHANICALLY FASTENED POLYMER MAMBRANE: APPROVED PRODUCTS: THERMOPLASTIC
<br />SUBCONTRACTOR
<br />PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE
<br />CRSI SPECIFICATIONS.
<br />MEMBRANEt SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS
<br />F. 17 IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE E�CTICNN PROCEDURE AND SEQUENCE
<br />SIZE IS 24" x 36" FOR ANY ONE SHEET
<br />2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3)
<br />C. LY WITH CR51 RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," FOR DETAILS AND METHODS
<br />CC lP
<br />1.04 SOUND ATTENUATING INSULATION
<br />A SOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS WHERE INDICATED ON
<br />THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING
<br />I. DURO-LAST ROOFING, SAGINAW, MICHIGAN, WO-246-0280
<br />TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION.
<br />WHICH WILL BE RETAINED BY THE ARCHITECT.
<br />OF REINFORCEMENT PLACEMENT AND SUPPORTS. REINFORCEMENT IS TO BE FREE OF RUST AND MILL SCALE
<br />THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS.
<br />2. FIRESTONE CARMRTH
<br />THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT
<br />3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN,
<br />AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE.
<br />D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL. LAP ADJOINING PIECES AT LEAST ONE FULL
<br />3. J.P.S. ELASTOMETRIC$ CORP., NORTHAMPTON, MASSAGHUSETTS, 413-533-8100
<br />OMETRILY CO MPTO , MASS CAUSE
<br />MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE
<br />VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES.
<br />MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS
<br />ID5 TAPERED ROOF INSULATION
<br />PART 3 EXECUTION
<br />CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT
<br />IN EITHER DIRECTION.
<br />A PROVIDE AND INSTALL TAPERED ROOF INSULATION SYSTEM IN STRICT ACCORDANCE WITH MANUFA 7URER'S
<br />SDI INSTALLATTIONIO
<br />G. ALL PRODUCTS AND PARTS SHALL FIT TO GET14ER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT. EXCEPT FOR
<br />STATED ABOVE.
<br />C. SUBMITTALS SHALL CONTAIN:
<br />SPECIFICATIONS. MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WOW
<br />INSTALL MEMBRANE BY UNROLLING OVER PREPARED SUBSTRATE, LAPPING ADJOINING SHEETS AS
<br />A RECOMMENDED BY MANUFACTURER, AND BONDING AND SEALING SEAMS. INSTALL MECHANICAL FASTNERS
<br />SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED
<br />1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS.
<br />2D2 CONCRETE
<br />A. PORTLAND CEMENT - ASTM C 150, TYPE I, AGGREGATE - ASTM C33 (3/4" MAX.). READY -MIX CONCRETE
<br />INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING
<br />I. CELOTEX CORPORATION, TAMPA, FL. (813) 813-4113
<br />AS RECCMMMENDED BY MANUFACTURER INSTALL FLASHING AND COUNTER FLASHING AS SHOWN OR
<br />TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE
<br />2. THE PROJECT TITLE AND NUMBER
<br />SHALL COMPLY WITH REQUIREMENTS OF ASTM C AND AS SPECIFIED. GC WITH ACI 304 "RECOMMENDED
<br />cJ4ENGAGE
<br />RECOMMENDED BY MANUFACTURER
<br />GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER
<br />3. CONTRACT IDENTIFICATION.
<br />TIN CONCRETE"
<br />PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE." REQUIRED SLUMP RANGE
<br />ID6 RELATED WORK
<br />AN EXPERIENCED INSTALLER TO APPLY SINGLE PLY MEMBRANE ROOFING WHO HAS SPECIALIZED
<br />4. THE NAMES OF:
<br />3" TO 5".
<br />B, IN APPLICATION OF ROOFING SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT. INSTALLER MUST
<br />H. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS.
<br />a. CONTRACTOR
<br />B. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON
<br />A. SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FURNISHING AND INSTALLING SUCH ITEMS A5 ROOF
<br />MEMBRANE SYSTEM, NAILERS, MECHANICAL FASTENERS, FLASHING, ETC-
<br />BE ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER, "PROOF WILL BE REQUIRED".
<br />b. SUBCONTRACTOR
<br />SITE. ALL TESTS SHALL BE PERFORMED AFTER THE ADDITION OF WATER TO THE MIX.
<br />WORK ASSOCIATED WITH THE SINGLE PLY MEMBRANE ROOFING, INCLUDING, BUT NOT LIMITED TO, FLASHING
<br />I. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF
<br />c. SUPPLIER
<br />ONEI. CYLINDER STRENGTH TESTS - ASTM C39t E SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR
<br />PART 2 PRODUCTS
<br />C. AND COUNTER FLASHING, SCUPPERS AND DOWN SPOUTS, IS TO BE PERFORMED BY THE INSTALLER
<br />DOCUMENTS SHALL NOT BE BROKEN UP FOR Bip PURPOSES. SUCH ACTION MAY RESULT IN A LACK OF
<br />d. MANUFACTURER
<br />THEREOF. TEST ONE CYLINDER AT 1 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER
<br />END OF SECTION 01530
<br />INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO BE PERFORMED.
<br />5. IDENTIFICATION OF THE PRODUCT, WITH THEFRACTION
<br />SPECIFICATION SECTION NUMBER
<br />IN RESERVE.
<br />2.01 MATERIAL DESCRIPTION
<br />SECTION 01900 JOINT SEALERS
<br />J. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE
<br />6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH,
<br />1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS.
<br />2. SLUMP TESTS - ASTM C143.
<br />A AT CMU WALLS
<br />PART I GENERAL
<br />1.01 GENERAL
<br />PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTIONS IS REQUIRED SO THAT THE
<br />8, APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS.
<br />C. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO
<br />AVOID INCLINE CONSTRUCTION JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT
<br />1. INSTALL OWENS CORNING PINK FOAMULAR RIDGED FOAM INSULATION I" THICK - R-5
<br />B. AT WALL CAVITIES
<br />A PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH
<br />CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW
<br />CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS.
<br />10.IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS
<br />SUPPLEMENTED BY HAND SPADING, RIDDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR
<br />I. 4" WALLS: INSTALL OWENS CORNING KRAFT FACED R-11 INSULATION
<br />ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS
<br />COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR
<br />CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 309.
<br />2. 6" WALLS: INSTALL OWENS CORNING KRAFT FACED R-19 INSULATION
<br />DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE
<br />K UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT,
<br />ARCHITECT'S
<br />D. DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION AND IN A MANNER SO THAT
<br />CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO
<br />C. AT CEILINGS
<br />1. INSTALL OWENS CORNING KRAFT FACED R-19 OR R-30 INSULATION AS SPECIFIED IN DRAWINGS
<br />COLORS TO MATCH ADJACENT FINISH SURFACES.
<br />B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH
<br />FROTHE
<br />MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE lll YEAR FROM THE DATE
<br />F TERM T
<br />II. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE
<br />CORNERS BRING SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE
<br />D. AT SOUND PARTITIONS
<br />JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS
<br />OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST
<br />DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION
<br />12. IDENTIFICATION OF REVISIONS ON SUBMITTALS.
<br />FREE OF HUMPS AND HOLLOWS. MAINTAIN REINFORCING IN PROPER POSITION. PULL WELDING WIRE FABRIC
<br />1. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL BATTS
<br />INDICATED BY SEALANT MANUFACTURER
<br />TO THE OWNER
<br />13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS.
<br />TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED.
<br />C. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL:
<br />SONNEBORNE 5 NNALASTIC NPI
<br />L. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE
<br />14.CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF
<br />E• APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL. CONSOLIDATE
<br />CONCRETE SURFACE BY FINAL NAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN
<br />PART 3 EXECUTIONS
<br />I. ONE -PART POLYURETHANE:
<br />2. TWO-PART POLYURETHANE: SONNEBORNE SONALASTIC NPII
<br />REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S. DEPARTMENT OF LABOR,
<br />PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF
<br />TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED
<br />3DI INSULATION APPLICATION
<br />3. SILICONE: DOW CHEMICAL SILICONE RUBBER BATHTUB CAULK
<br />AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO CCNMPLY WITH THIS LAW, AND ANY RELATED STATE
<br />THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT
<br />DOCUMENTS.
<br />FLOOR COVERING SYSTEM.
<br />A INSTALL THE FLAT AND TAPERED INSULATION LOOSELY OVER THE SUBSTRATE IN STRICT ACCORDANCE
<br />D. COMPLY WITH JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO
<br />OR LOCAL LAWS.
<br />F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF
<br />WITH THE MANUFACTURER'S SPECIFICATIONS. I
<br />PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT
<br />M. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR ABSOLUTE ACCURACY
<br />1.09 RESUBMISSION REQUIREMENTS
<br />THE FOLLOWING METHODS
<br />B. START THE BOARDS FROM THE ROOF DRAINS AND WORK TOWARD THE HIGH POINT. INSTALL TAPERED
<br />SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF
<br />IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC.
<br />A MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTAL$ REQUIRED BY THE ARCHITECT AND RESUBMIT
<br />I. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE
<br />BOARDS ACCORDING TO LETTERS STENCILED ON THE BOARD. DIRECTION IS ALSO STENCILED ON ALL
<br />PRIMER ONTO ADJACENT SURFACES. MASK WHERE REQUIRED TO PROTECT ADJOINING SURFACES FOR
<br />AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT
<br />UNTIL ACCEPTED.
<br />WITH ASTM G-309.
<br />BOARDS. STAGGER JOINTS OF UNDERLAYMENT BOARDS FROM TAPER BOARDS.
<br />STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS.
<br />SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK
<br />5. SHOP DRAWINGS AND PRODUCT DATA:
<br />2. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301.
<br />E. APPLY SEALANTS IN A MANNER SO THAT APPEARANCE IS THAT OF A SMOOTH, UNIFORM, SLIGHTLY
<br />I. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL.
<br />G. PROVIDE CORNER BARS AT ALL WALL FOOTINGS TO MATCH HORIZONTAL BARS.
<br />END OF SECTION 01210
<br />CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHIN 10 MINUTES OF APPLICATION. ALL
<br />N. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY
<br />2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT.
<br />END OF SECTION 03300
<br />SEALED JOINTS ARE TO BE WATER -TIGHT.
<br />F. BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED
<br />THE CONTRACTOR OR THE OWNER ALTERATION SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD.
<br />C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL.
<br />SECTION 01240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
<br />POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE IN
<br />O.MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN THE SITE IN A CLEAN AND ORDERLY
<br />1.10 DISTR15UTICNN
<br />THICKNESS REQUIRED.
<br />END OF SECTION 01900
<br />CONDITION. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, AND OTHER
<br />A DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE
<br />PART I GENERAL
<br />CLOSED OR REMOTE SPACE$. PRIOR TO ENCLOSING THE SPACE BROOM AND VACUUM CLEAN INTERIOR AREAS
<br />ARCHITECT'S STAMP OF CONFORMANCE TO:
<br />IDI SUMMARY
<br />PRIOR TO START OF SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMINATE DUST, REMOVE WASTE MATERIALS,
<br />I. JOB SITE FILE.
<br />A. MATERIALS AND INSTALLATION OF CLASS PB EIFS SYSTEM. -
<br />/�,'�
<br />DIVISION S DO� AND WINDOWS
<br />DEBRIS, AND RUBBISH FROM SITE WEEKLY AND DISPOSE OFF -SITE.
<br />2. RECORD DO C'UMENTS FILE.
<br />3. SUBCONTRACTORS.ID2
<br />Q�y'py
<br />DIVISION MASONRY
<br />DELIVERY, STORAGE AND HANDLING
<br />4. SUPPLIER OR FABRICATOR
<br />A DELIVER ALL EIFS MATERIALS IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME
<br />CONSTRICTION NOTES
<br />5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT).
<br />AND IDENTIFICATION OF PRODUCT.
<br />SECTION 0"10 ALUMINUM SWING ENTRANCES (CURTAIN WALL)
<br />NONE SPECIFIED
<br />B. PROTECT COATINGS (PAIL PRODUCTS) FROM FREEZING AND TEMPERATURES IN EXCESS OF 90• F (32' C).
<br />1.11 ARCHITECT'S DUTIES
<br />STORE AWAY FROM DIRECT SUNLIGHT.
<br />PART I GENERAL
<br />I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL,
<br />A REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM
<br />C. PROTECT FRTLAND CEMENT BASED MATERIALS (BAG PRODUCTS) FROM MOISTURE AND HUMIDITY. STORE
<br />O
<br />SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL
<br />OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE.
<br />UNDER COVER OFF GROUND IN A DRY LOCATION.
<br />IDI SUMMARY
<br />NOT BE USED:
<br />B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR
<br />/� I
<br />DIVISION 5 METALS
<br />ID3 SUBMITTALS
<br />A SECTION INCLUDES: ALUMINUM SWING DOORS, INCLUDING:
<br />CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND
<br />A MANUFACTURER'S SPECIFICATIONS, DETAILS, INSTALLATION INSTRUCTIONS AND PRODUCT DATA
<br />1. YKK AP SERIES 35D MEDIUM STILE SWING ENTRANCES.
<br />THE
<br />2. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR
<br />GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS
<br />B. APPLICATOR'S CERTIFICATE OF INSTRUCTION.
<br />B. RELATED SECTIONS:
<br />AND GLASS BELOW IA OFF. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS
<br />WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS
<br />NONE SPECIFIED
<br />C. SAMPLE$ OF ALL PROFILES AND TEXTURES FOR APPROVAL BY ARCHITECT.
<br />I. GLASS AND GLAZING: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING
<br />ACRYLIC PLASTIC SHEET. PER $BOC 24052.1
<br />OF THE CONTRACT DOCUMENTS.
<br />D. MANUFACTURER'S CODE REPORT.
<br />REQUIREMENTS.
<br />C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESU5MI5SIOd.
<br />E. MANUFACTURER'S STANDARD WARRANTY.
<br />1.02 SYSTEM PERFORMANCE DESCRIPTION
<br />3. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS
<br />F. A LIST OF MINIMUM THREE(3) JOB REFERENCES.
<br />A. PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUM SIDING DOORS THAT DOORS THAT COMPLY WITH
<br />OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />END OF SECTION 01340
<br />`' �y p /� Q�
<br />D I Y ISION & �OD an� f L�' XL ICS
<br />G. MANUFACTURER'S CERTIFICATION) OF COMPLIANCE WITH EIMA STANDARDS.
<br />RfORMANCE REQUIREMENTS INDICATED, AS DEMONSTRATE[) BY TESTING MANUFACTURES ASSEMBLIES IN
<br />H. EPS BOARD MANUFACTURERS CERTIFICATE WITH THE CURRENT EDITION OF EIMA GUIDELINE SPECIFICATIONS
<br />ACCORDANCE WITH TEST METHODS INDICATED.
<br />4. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY CODE FOR BUILDING
<br />FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD.
<br />I. AIR INFILTRATION (SINGLE ACTING BUTT HINGES OR OFFSET PIVOTS): AIR INFILTRATION SHALL BE TESTED BE
<br />I
<br />CONSTRUCTION (OCTOBER 1991 EDITION) AND SHALL COMPLY WITH SECTION 430 SIGNAGE.
<br />I. SEALANT MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH EIMA STANDARD 300DI.
<br />TESTED IN ACCORDANCE WITH ASTM E 283 AT STATIC PRESSURE OF 151psf (15pa.) INFILTRATION SHALL NOT
<br />DIVISION Z SITE
<br />SECTION 06100 ROUGH CARPENTRY
<br />J. PREPARE AND SUBMIT PROJECT -SPECIFIC DETAILS (WHEN REQUIRED BY CONTRACT DOCUMENTS).
<br />EXCEED THE FOLLOWING:
<br />PART I GENERAL
<br />ID4 WARRANTY
<br />a. PAIR OF DOORS: 0.18 C:FM/FT (iZ2elh.m) OF CRACK LENGTH.
<br />b. SINGLE DOORS: 050 GFhVFT (2.84m'/h-m) OF CRACK LENGTH.
<br />A PROVIDE MANUFACTURER'S STANDARD SEVEN YEAR LABOR AND MATERIAL WARRANTY.
<br />2. STRUCTURAL: DOOR CORNER STRUCTURAL STRENGTH TEST USING A DUAL MOMENT LOADING CRITERIA AS
<br />SECTION 01340 SHOP DRAWINGS, FRODUCT DATA AND SAMPLES
<br />SECTION 02252 TERMITE CONTROL
<br />IDI LUMBER STANDARDS
<br />FOLLOWS,
<br />A FURNISH LUMBER MANUFACTURED TO COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND
<br />PART 2 PRODUCTS
<br />a. A REPRESENTATIVE CORNER SECTION CONSISTING OF A 12 INCH TOP RAIL AND A 24 INCH LONG STILE.
<br />PART I GENERAL
<br />PART I GENERAL
<br />WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER
<br />201 MANUFACTURERS
<br />b. TOP RAIL OF EACH SECTION IS ANCHO ED 70 A FIXED SURFACE AT 3 INCHES FROM CORNER JOINT, A
<br />STANDARDS COMMITTEE'S (ASLC) BOARD OF REVIEW.
<br />A STO CORP.
<br />LOAD ARM WAS SUBSEQUENTLY MOUNTED AT M INCHES FROM INSIDE EDGE OF TOP TOP RAIL ON
<br />IDI REQUIREMENTS INCLUDED
<br />IDI SUMMARY
<br />B. PROVIDE EIFS COMPONENTS FROM SINGLE SOURCE MANUFACTURER OR APPROVED SUPPLIER
<br />SUSPENDED SIDE RAIL.
<br />A. SUBMIT SHOP DRAWING, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS
<br />A PROVIDE FOR NECESSARY TERMITE TREATMENT.
<br />ID2 GRADE STAMPS
<br />C. ALTERNATES TO THE APPROVED MANUFACTURER WILL BE CONSIDERED ONLY IF SUBMITTED TO ARCHITECT
<br />c. A LOAD WAS APPLIED TO THE LOAD ARM AT 19 INCHES FROM INSIDE EDGE OF SIDE RAIL AND AMOUNT
<br />NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE,
<br />A PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY
<br />10 DAYS PRIOR TO BID IN WRITING. SUBMITTED SYSTEM MUST INCLUDE SUBSTANTIATION OF SPECIFIED SYSTEM
<br />OF ROTATION OF LOAD ARM OBSERVED. PROCESS WAS REPEATED AT INCREASING LOADS UNTIL POINT
<br />ETC., AS REQUIRED.
<br />102 SUBMITTALS
<br />EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY, GRADE,
<br />PERFORMANCE, PRODUCT COMPONENT PERFORMANCE AND PRODUCT COMPONENT DESCRIPTIONS,
<br />OF FAILURE DEFINED AS GREATER THAN 45 DEGREES ROTATION OF LOAD ARM OCCURRED.
<br />A PRODUCT DATA: NOT REQUIRED
<br />SPECIES, MOISTURE CONTENT AT TIME OF SURFACING, AND MM.
<br />d TEST RESULTS SHALL BE SUPPORTED BY AN INDEPENDENT LABORATORY TEST REPORT, AS FOLLOWS:
<br />IZ2 RELATED REQUIREMENTS
<br />B. MANUFACTURER'S CERTIFICATE: REQUIRED
<br />202 ADHESIVE
<br />SPECIFY BELOW LOAD FOR THE APPROPRIATE YKK AP SWING DOOR: FOR YKK AP MODEL 20D AND
<br />A DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES
<br />1-03 DIMENSION LUMBER
<br />A BTS PLUS, A ONE -COMPONENT, FACTORY-PROPRTIONED, POLYMER -MODIFIED, CEMENT -BASED ADHESIVE WITH
<br />2ODR SPECIFY 245lbs, FOR YKK AP MODEL 350, SPECIFY 290lbs, FOR YKK AP MODEL 501), SPECIFY
<br />FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL
<br />ID3 QUALITY ASSURANCE
<br />A ALL STRUCTURAL FRAMING AND STRUCTURAL LIGHT FRAMING (2" TO 4" THICK, 2" AND WIDER) SHALL BE
<br />FIBER REINFORCEMENT (FOR USE OVER EXTERIOR GYPSUM SHEATHING, DENS GLASS GOLD SHEATHING,
<br />3001bs,
<br />BE NEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE
<br />A REGULATORY REQUIREMENTS: EPA - ENVIRONMENTAL PROTECTION AGENCY -
<br />SOUTHERN PINE NO.2 GRADE OR BETTER ALL TIMBERS (5" AND THICKER) SHALL BE SOUTHERN PINE NO. I
<br />EXTERIOR CEMENTATION SHEATHING, CONCRETE, MASONRY OR PLASTER SURFACES. NOT RECOMMENDED OVER
<br />1) YKK AP MODEL: SIDING DOOR, Ibs,
<br />RESUBMITTALS IF REQUIRED.
<br />FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT.
<br />GRADE OR BETTER
<br />WOOD SURFACES).
<br />3. STRUCTURAL UNIFORM LOAD TEST:
<br />B. ARRANGE STUDS S0 THAT WIDE PACE OF STUD IS PERPENDICULAR TO DIRECTION OF WALL OR PARTITION AND
<br />a. SINGLE DOORS: 90psf.
<br />1.03 SHOP DRAWINGS
<br />ID4 WARRANTY
<br />NARROW FACE IS PARALLEL. INSTALL SINGLE BOTTOM PLATE OR DOUBLE TOP PLATES USING 2 INCH
<br />2.03 INSULATION BOARD
<br />b. PAIR OF DOORS- 90psf.
<br />A. DRAWINGS SH/41 BE PRESENTED IN A CLEAR AND THOROUGH MANNER
<br />A SPECIAL WARRANTY FOR TERMITE DAMAGE AND REPAIRS TO BUILDING AND COMPONENTS: TEN 110) YEARS.
<br />MEMBERS WHOSE WIDTHS EQUAL THAT OF STUDS. SINGLE TOP PLATE MAY BE USED FOR NONBEARING
<br />A NOMINAL ID lb/Cuff. (I6 Kg/M EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN C:OMPLIANC:E WITH
<br />4. FORCED ENTRY RESISTANCE: 3001bs. SATISFACTORY.
<br />I. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS
<br />PARTITIONS. CONSTRUCT CORNERS AND INTERSECTIONS WITH NO LESS THAN 3 STUDS. INSTALL CONTINUOUS
<br />ASTM C 518 TYPE I REQUIREMENTS AND EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS)
<br />SHOWN ON CONTRACT DRAWINGS.
<br />PART 2 PRODUCTS
<br />HORIZONTAL BLOCKING AT MID -HEIGHT OF PARTITIONS OVER 8 FEET IN HEIGHT WITH 2 INCH STUDS AND SAME
<br />INSULATION BOARD, THICK
<br />I93 PROJECT CONDITIONS / SITEC,OND1710NS
<br />2. SHEET SHALL BE LABELED WITH CDR ECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND
<br />THICKNESS AS WELL. (NOTE: ALL WALL STUD BOTTOM PLATES SHALL BE PRESSURE TREATED.)
<br />A. FIELD MEASUREMENTS: VERIFY ACTUAL MEA6UREMENT5/OPENING5 BY FIELD MEASUREMENTS BEFORE
<br />SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE
<br />2DI MANUPACTURERS/PRODUCTS
<br />C. FRAME OPENINGS WITH MULTIPLE STUDS AND HEADERS. SET HEADERS ON EDGE AND SUPPORT ON JAMBS.
<br />2D4 BASE COAT
<br />FABRICATION, SHOW RECORDED MEASUREMENTS ON SHOP DRAWING. COORDINATE FIELD MEASUREMENTS,
<br />REPRESENTATIVE OF COMPANY.
<br />A TOXICANT CHEMICAL: EPA AND LOCAL AUTHORITY APPROVEDt SYNTHETICALLY
<br />1.04 BOARDS
<br />A. BTS PLUS, A ONE -COMPONENT, FACTORY -PROPORTIONED, POLYMER MODIFIED CEMENTITOUS BASE COAT WITH
<br />FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS ?0 AVOID CONSTRUCTION DELAYS.
<br />3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS
<br />COLOR DYED TO PERMIT VISUAL IDENTIFICATION OF TREATED SOIL.
<br />A WHERE BOARDS WILL BE EXPOSED IN FINISHED WORK, PROVIDE 19 PERCENT MAXIMUM, IS -DRY" OR KD-19,
<br />FIBER REINFORCEMENT AND LESS THAN 33 PERCENT PORTLAND CEMENT CONTENT BY WEIGHT TO BE
<br />OF THE WORK
<br />B. DILUTANT: RECOMMENDED BY TOXICANT MANUFACTURER
<br />WESTERN CEDAR "C SELECT/A ALL HEART" GRADE PER WWPA RULES. PROVIDE SIZES AS INDICATED.
<br />APPLIED A7 I/I6 DRY THICKNESS.
<br />1.04 SUBMITTALS
<br />B. INSTALL BOARDS WITH ENE) JOINTS STAGGERED OVER SUPPORTS, AND WITH EACH PIECE EXTENDED OVER AT
<br />A. GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH
<br />ID4 PRODUCT DATA
<br />PART 3 EXECUTION
<br />LEAST 2 SPACES BETWEEN SUPPORTS. NAIL WITH 8d COMMON NAILS, $PACED 2 PER SUPPORT.
<br />B. STO FLEXYL-FIBER REINFORCED ACRYLIC BASE COAT MIXED WITH PORTLAND CEMENT (FOR USE AS A
<br />"CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DRAWINGS,
<br />A PREPARATION:
<br />WATERPROOF BASE COAT TO WATERPROOF FOUNDATIONS, SLOPED EIFS SHAPES AND PARAPETS. STO
<br />SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN " CONDITIONS OF THE CONTRACT."
<br />1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY
<br />3.01 APPLICATION
<br />ID5 MISCELLANEOUS LUMBER
<br />PRIMER IS REQUIRED OVER STO FLEXYL PRIOR TO APPLYING FINISH COAT,
<br />B. PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED.
<br />COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT
<br />A SPRAY APPLY TOXICANT UNDER ALL BUILDING SLAB LOCATIONS.
<br />A PROVIDE LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT
<br />2D5 REINFORCING MESHES
<br />C. SHOP DRAWING: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS,
<br />DCOUMENTS,
<br />2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES.
<br />B. APPLY EXTRA TREATMENT TO STRUCTURE PENETRATIONS SUCH AS PIPE OR DUCTS,
<br />CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, HAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING, AND
<br />A STANDARD MESH -NOMINAL 45 oz/ .Yd., SYMMETRICAL, INTERLACED OPEN -WEAVE GLASS FIBER FABRIC
<br />INCLUDING ANCHORAGE, ACCESSORIES AND FINISH COLORS.
<br />3. SHOW DIMENSIONS AND CLEARANCES REQUIRED.
<br />AND SOIL PENETRATIONS SUCH AS GROUNDING RODS OR POSTS,
<br />SIMILAR MEMBERS. FABRICATE FROM DIMENSIONAL LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT.
<br />MADE WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH EIFS MATERIALS. FOR USE AT L1ALL AREAS
<br />D. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MINIMUM 2-1/2 INCH BY 3 INCH (61mm BY 13mm)
<br />C. RETREAT DISTURBED TREATED SOIL WITH SAME TOXICANT AS ORIGINAL TREATMENT.
<br />ABOVE FIRST FLOOR NOT SUBJECT TO PEDESTRIAN TRAFFIC.
<br />SAMPLES ON ACTUAL ALUMINUM SUBRATE$ FULL COLOR RANGE EXPECTED IN INSTALLED SYSTEM.
<br />4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS.
<br />5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL.
<br />END OF SECTION 02282
<br />IDS ENGINEERED WOOD PRODUCTS
<br />B. ARMOR MAT - ULTRA HIGH IMPACT MESH - NOMINAL 15 oz/ .Yd., ULTRA -HIGH IMPACT, DOUBLE STRAND,
<br />E. QUALITY ASSURANCE /CONTROL SUBMITTALS:
<br />I. TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE
<br />B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS:
<br />A PROVIDE ENGINEERED WOOD PRODUCTS FOR WHICH CURRENT MODEL CODE EVALUATICNN/RESEARCH REPORTS
<br />INTERWOVEN, OPEN -WEAVE GLASS FIBER FABRIC WITH ALKLIINE RESISTANT COATING FOR COMPATIBILITY WITH
<br />CHARACTERISTICS AND PHYSICAL PROPERTIES.
<br />I. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK
<br />EXIST THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND THAT EVIDENCE COMPLIANCE FOR
<br />EIFS MATERIALS. FOR USE ON ALL AREAS AS NOTED ON PLANS. STANDARD STO MESH IS REQUIRED OVER
<br />2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA
<br />2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE
<br />THE APPLICATION INDICATED WITH SPECIFIED ELEMENTS AND THE BUILDING CODES IN EFFECT FOR THIS
<br />ARMOR MAT AS THE SECOND LAYER
<br />F. CLOSEOUT SUBMITTALS:
<br />DIVISION 3 CONCRETE
<br />TO THE WORK
<br />PROJECT. SIZE TO BE 1 3/4 INCHES BY DEPTH AND LENGTH INDICATED.
<br />2D6 PRIMER (OPTIONAL COMPONENT)
<br />I. WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP
<br />AUTHORIZED OFFICIAL AND INSTALLER
<br />ID1 CONSTRUCTION PANELS
<br />A SILICONE ENHANCED, PRIMER (FOR SILICONE ENHANCED FINISHES). TINTED TO TAME
<br />A $ I SILK
<br />ID5 SAMPLES
<br />A COMPLY WITH PSI 'U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD FOR PLYWOOD
<br />CO SH
<br />AS FINISH
<br />COLOR AS FINISH COAT.
<br />2. PROJECT RECORD DOCUMENTS: SUBMIT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE
<br />A OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY i0 CLEARLY
<br />CONSTRUCTION PANELS AND, FOR PRODUCTS NOT MANUFACTURED UNDER PSI, WITH APA PRP-108. FURNISH
<br />DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH DIVISION I PROJECT CL05EC UT (PROJECT
<br />ILLUSTRATE :
<br />SECTION 03WO CAST -IN -PLACE CONCRETE
<br />PANELS THAT ARE FACTORY MARKED WITH APA TRADEMARK EVIDENCING COMPLIANCE WITH GRADE
<br />221 FINISH COAT
<br />RECORD DOCUMENTS) SECTION.
<br />1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT
<br />REQUIREMENTS.
<br />A $TO SILILIT, A SILICONE ENHANCED TEXTURED WALL COATING WITH GRADED MARBLE AGGREGATE. TEXTURE
<br />a. MAINTENANCE DATA: MAINTENANCE PROCEDURES FOR CARE GLEANING OF ENTRANCE SYSTEMS.
<br />DEVICES AND TECHNIQUES.
<br />PART I GENERAL
<br />AND COLOR AS SELECTED BY ARCHITECT. (NOTE: SPECIFY FINISH COLOR WITH A LIGHTNESS VALUE
<br />2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT N0 ADDITIONAL
<br />1.08 SILL SEALER GASKETS
<br />OF 2M. OR >OVER THE SYSTEM).
<br />105 QUALITY ASSURANCE .
<br />COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD
<br />IDI GENERAL
<br />A GLASS FIBER RESILIENT INSULATION FABRICATED IN STRIP FORM FOR USE AS A SILL SEALERt I INCH NOMINAL
<br />A. QUALIFICATIONS:
<br />RANGE.
<br />A. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT WHERE
<br />THICKNESS COMPRESSIBLE TO 1/32 INCHt SELECT FROM MANUFACTURER'S STANDARD WIDTHS IN ROLLS
<br />2,08 JOB MIXED INGREDIENTS
<br />I. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM
<br />B. ALL SAMPLES OF A PARTIC ULAR PRODUCT, ASSEMBLY, UNIT, ETC, SHALL BE SUBMITTED AT THE SAME
<br />MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED.
<br />OF 50 OR I00 FEET IN LENGTH.
<br />q PORTLAND CEMENT: ASTM C 150, TYPE I (FOR WATERPROOF BASE COAT ONLY).
<br />WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED
<br />TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES.
<br />I. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."
<br />B WATER: CLEAN AND POTABLE.
<br />FOR THIS PROJECT. IF REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS.
<br />2. CONCRETE REINFORCING STEEL INSTITUTE (CRSU, "MANUAL OF STANDARD PRACTICE."
<br />PART 2 INSTALLATION
<br />2. MANUFACTURE QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION
<br />1.06 SUBMITTALS
<br />2m MIXING -
<br />DURING CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD.
<br />A PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES CF PERMITS,
<br />1.02 FORMS
<br />2.01 GENERAL
<br />A MIX MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS.
<br />LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES,
<br />A FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL-
<br />A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE TO LINE, CUT
<br />IDS WARRANTY
<br />RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS
<br />TYPE MATERIALS TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH, EXPOSED SURFACES. FURNISH IN LARGEST
<br />AND FITTED. FIT ROUGH CARPENTRY TO OTHER CCNNSTF44TIOK SCRIBE AND COPE AS REQUIRED FOR
<br />PART 3 EXECUTION
<br />A PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACTOR" FOR PROJECT WARRANT PROVISIONS.
<br />ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON
<br />PRACTICAL SIZES TO MINIMIZE NUMBER OF JOINTS,
<br />ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW
<br />3D1 INSTALLATION
<br />B. MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY
<br />PERFORMANCE OF THE WORK.
<br />B. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORM WOW, TO SUPPORT VERTICAL AND LATERAL, STATIC
<br />ATTACHMENT OF OTHER CONSTRUCTION.
<br />A INSTALL CLASS PB EIFS IN ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED WRITTEN INSTRUCTIONNS.
<br />DOCUMENT EXECUTED BY AUTHORIZED COMPANY OFFICIAL. MANUFACTURER'S WARRANTY IS IN ADDITION TO,
<br />AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS.
<br />B. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. USE FINISHING NAILS FOR FINISH WORK SELECT
<br />AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS.
<br />MAINTAIN FORM WORK CONSTRUCTION TOLERANCE COMPLYING WITH ACI 341.
<br />FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO
<br />3D2 PROTECTION
<br />I. BENEFICIARY: ISSUE WARRANTY IN THE LEGAL NAME OF THE PROJECT OWNER
<br />G. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOLUN TO OBTAIN ACCURATE ALIGNMENT,
<br />VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS, INSTALL FASTENERS
<br />PROVIDE PROTECTION OF INSTALLED EIFS MATERIALS FROM WATER INFILTRATION INTO OR BEHIND THE SYSTEM.
<br />2. WARRANTY PERIOD: YEARS COMMENCING ON DATE OF SUBSTANTIAL COMPLETION.
<br />LOCATION, GRADES, LEVEL, AND PLUMB WOW IN FINISHED STRUCTURE. PROVIDE OPENINGS IN FORM WORK TO
<br />WITHOUT SPLITTING WOOD, PRE -DRILL AS REQUIRED.
<br />5. PROVIDE PROTECTION OF INSTALLED EIFS FROM DUST, DIRT, PRECIPITATION FREEZING AND C0NTINUOU5
<br />B'
<br />3. WARRANTY ACCEPTANCE: OWNER IS SOLE AUTHORITY WHO WILL DETERMINE ACCEPTABILITY OF
<br />ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, RECESSES, AND CHASES
<br />HIGH HUMIDITY UNTIL EIFS COATINGS ARE FULLY DRY.
<br />MANUFACTURER'S WARRANTY DOCUMENTS.
<br />FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS BUILT INTO FORMS.
<br />END OF SECTION 06100
<br />END OF SECTION 01240
<br />REVISIONS
<br />BY
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<br />Date:
<br />06. 09. 15
<br />Scale: AS NOTED
<br />Project Mgr: RNS
<br />Drawn: DC
<br />Job:
<br />15-50
<br />Sheet
<br />N1
<br />
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