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SION 1 GENERAL.. NOTES
<br />DIVISION 3 CONCRETE
<br />DIVISION �4 MASONRY (CONT.)
<br />DIVISION S MOORS AND WINDOWS
<br />DIVISION S DOORS AND WINDOWS (CONT.)
<br />N D134D SWOP DRA UN1 a6, PRODUCT DATA AND 641F LES
<br />SECTION 033W CAST- IN-I°LA+CE CONCRETE
<br />1.01 REINFORCING BARS
<br />SECTION Ii06111 STANDARD STEEL DOORS AND FRAMES
<br />SECTION 1>064113 ALWIPW-FRAMW ENTRA►NCE8 t ' WP4Q=PI4OMT SYSTEM
<br />A MWORCING BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM Allb. INSTALL
<br />YKK AP YES 48 F&PI SERIES
<br />GENERAL
<br />rPA
<br />PART 1 GENERAL
<br />LONGITUDINAL SIDE ROWS N MORTAR FOR THEIR ENTIRE LENGTH WiN MINIMUM COVER OF 5/8 NCH ON
<br />PART 1 GENERAL
<br />EXTERIOR SIDE OF WALL,1/2 INCH ELSEWHERE
<br />PART I GENERAL
<br />EMENTS INCLUDED
<br />lml GpNERAL
<br />lml GENERALMIT
<br />1 W411ARY
<br />�A
<br />SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS
<br />A COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATION$ AND STANDARDS, EXCEPT W ERE
<br />IDS THRU-WALL FLASHING:
<br />A PROVIDE DOORS AND FRAMES COMPLYNG WITH STEEL DOOR INSTITUTTE "RECOMMENDED SPECIFICATIONS
<br />SECT ONIINCLUDES- ALUMINUM STO�ONT INCLUPM
<br />ESSARY WHfRf NOT INDICATED, SO ARCHITECT CAN Rf1IIfW, SELECT, CHECK FOR CONFORMIANCf,
<br />MORE STRINGENT RI=C�U(REMENTS ARE SHOW OR SPECIFIED.
<br />A THRU-WALL FLASHING SHALL BE 20 MILL tHICK, i'O1 YVMYL CHLORIDE SHEET, BLACC IN COLOR AS
<br />STANDARD STEEL DOORS AND FRAMES" ANSi/SDI-100.
<br />L YKK AP SERIES YES 4b FS STOREFRONT BYSTi] 1 (MONOLITH(C GLAZMGG)
<br />, AS REQUIRED.
<br />1. ACI 318 15UILDNG CODE REWIREMENTS FOR REINFORCED CONCRETE'
<br />MANUFACTURED BY AMERICAN CYANAMID, BF. GOODRICH, OR SANML INSTALL IN ACCORDANCE WITH
<br />B. MANUFACTURER TO BE A MEMBER OF THE STEEL DOOR INSTITUTE IE: CECO BUILDING PRODUCTS, REPUBLIC
<br />2. YKK AP SERIES YES 45 F( STOREFRONT SYSTEM (MSULATED GLAZINGG)
<br />2. CONCRETE REINFORCNG STEEL INSTITUTE (CRSU,"MANUAL OF STANDARD PRACTICE."
<br />MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS
<br />BUILDERS PRODUCTS OR STEEL CRAFT.
<br />B. RELATED SECTIONS:
<br />ED REQUIREMENTS
<br />B. PLACE THRIJ-WALL FLASHING ON SLOPNG BED OF MORTAR SEAL PENETRATIONS IN FLASHING WITH
<br />C. SUPPLIER TO BE A STOCKING DISTRIBUTOR FOR ORE OF THE LISTED MANUFACTURERS WITH NO LESS THAN
<br />L SEALANTS: REFER TO DIVISION 1 JOINT TREATMENT SECTION FOR SEALANT REQUIREMENTS.
<br />Q DESIGNATED N THE CONSTRUCTION SCHEDULE, OR N A SEPARATE COORDINATE SCHEDULE, THE DATES FOR
<br />1.02 FORMS
<br />ADHESIVE/SEALANT/TAPE AS RECOMMENDED BY FLASHNG MANUFACTURER INSTALL FLASHING AS SHOW,
<br />FIVE YEARS OF DISTRIBUTION FOR SAME MANUFACTURER SUPPLIER TO HAVE A 'UL' OR "WARtN OCK.
<br />2. GLASS AND GLAZING: REFER TO DMSiON 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING REQUIREMENTS,
<br />SUBMISSION AND THE DATES THAT R"IEWIED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NMDEC
<br />A FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL-
<br />CARRYING FLASHING LP FACE OF SHEATHING AT LEAST 8 NC14ES AND BEHIND BUILDING PAPER
<br />HERSEY' CERTIFIED FABRICATION SHOP.
<br />3. SINGLE SOURCE RECL IRIMT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME MANUFACTURER
<br />ALLOW SUFFICIENT TIME N THE SCHEDULE FOR ARCHITECT FEVIEW AND POSSIBLE RESUBMiTTALS IF REQWRM.
<br />TYPE MATERIALS TO PROVIDE CCNTNUOUS, STRAIGHT, SMOOTH, D1206ED SURFACES, FURNISH N LARGEST
<br />A SECTION 08 32 13 SLIDING ALUMINUM - FRAMED GLASS DOORS
<br />PRACTICAL SIZES TO MINIMIZE NUMBER OF JOINTS.
<br />109 WEEP HOLES
<br />1m2 DOORS
<br />B. SECTION Ce 51 5 ALUMINUM WINDOWS.
<br />103 SHOP DRAWINGS
<br />B. DESIGNI, ERECT, SUPPORT, BRACE, AND MAINTAIN FOF41 WORK TO SUPPORT VERTICAL AND LATERAL, STATIC
<br />A DEEP HOLES ARE TO BE OF COTTON SASH CORD WITH 2 INCHES EXPOSED AND 18 INCHES M CAVITY.
<br />A EXTERIOR DOORS TO BE GRADE II, MINIMUM 18 GA AbO GALVANNEALED FACE SHEET WITH 16 GA STEEL
<br />C. SECTION 08 4413 GLAZED ALUMINUM CURTAIN WALLS.
<br />D. SECTION 08 44 33 SLOPED GLAZNG ASSEMBLIES.
<br />A DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER
<br />AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS.
<br />SPACE WEEP HOLES AT 24 INCHES ON CENTER
<br />HINGE CHANNEL, FLUSH TOP CHANNEL AND INVERTED BOTTOM CHANNEL. CORE TO BE HONEYCOMB OR
<br />1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NMBERS
<br />MAMTAN FORM WORK CONSTRUCTiCK TOLERANCE COMPLYING WiTH ACi 341.
<br />B. INSTALL WEEP HOLES IN THE HEAD JOINTS IN THE EXTERIOR SiDE OF THE FIRST COURSE OF MASONRY
<br />POLYSTYRENE. DOOR TO HAVE FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED
<br />L02 SYSTEM PERF0141ANCE DESCRIPTION
<br />SHOW ON CONTRACT DRAWINGS.
<br />C. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOW TO OBTAIN ACCURATE ALIGNMENT,
<br />IMMEDIATELY ABOVE 1=IM5EDDED FLASHING.
<br />CAP IS NOT ACCEPTABLE
<br />A MaARDMENTS: PROVIDE ALUMINUM STOMFR NT SYSTEMS THAT COMPLY
<br />2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECTS PROJECT NUMBER AND
<br />LOCATION, GRADES, LEVEL, AND PLUMB WORK N FINISHED STRUCTURE. PROVIDE OPENINGS N FORM WORK TO
<br />13 INTERIOR DOORS TO BE GRADE II, MINIMUM 20 GAGE COLD ROLLED STEEL FACE SHEET WiTH 16 GAGE
<br />WITH FERF-ORMANCE REQUIREMENTS INDICATED, AS DHIONSTRATED BY TESTING MANUFACTURER'S
<br />SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE
<br />ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, RECESSES, AND CHASES
<br />1.10 WEEP VENTS
<br />STEEL HINGE CHANNEL CORE TO BE HONEYCOMB OR POLYSTYRENE.
<br />ASSEMBLIES IN ACCORDANCE WITH TEST METHOD INDICATED.
<br />REPRESENTATIVE OF COMPANY.
<br />FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS BUILT INTO FORMS.
<br />A WEEP VENTS 1/4" WIDE (N JOINT) AT LEAST 4' LONG. SPACED AT 32" O.G. N TOP COURSE.
<br />3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AM ADJACENT COMPONENTS
<br />L03 FRAMES
<br />l WIND LOADS COMPLETED STORC-fRONT SYSTEM SHALL WITHSTAND WIND PRESBIIZE LOADS NORMAL TO WALL PLANE
<br />OF THE WORK.
<br />1.03 POW COATINGS
<br />1.11 LINTELS
<br />A EXTERIOR DOOR FRAME TO CONFORI'1 TO SDI/ANSI A2500-1998. FABRICATED OF 16 GA A60 GALVANNEALED
<br />NDICATED:
<br />A PROVIDE COMMERCIAL FORMULATION FORM -COATING COMPOUNDS WiN A MAXIMUM VOC OF 350 MG/L THAT
<br />A INSTALL STEEL LINTELS WERE INDICATED.
<br />STEEL CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER
<br />A EXTERIOR WALLS:
<br />L04 PRODUCT DATA
<br />WILL NOT BOND WITH, STAN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEQUENT
<br />ANCHORS TO 13E CONCEALED.
<br />U POSITIVE PRESSURE`
<br />2) NEGATIVE PRESSURE:
<br />A PREPARATION:
<br />TREATMENTS OF CONCRETE SURFACES.
<br />1.12 CLEANING
<br />B. INTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI AMA-113M. FABRICATED OF 16 GA COLD ROLLED
<br />B' INTERIOR WALLS (PRESSURE ACTING IN EITHER DIRECTIONAL
<br />1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY
<br />A CLEAN EXPOSED MASONRY BY SCRUBBING WiN FIBER BRUSH AND CLEANER TO REMOVE LAITANCE,
<br />I STEEL CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PANT AREA WITH A RUST NW15ITNG PRIMER
<br />COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT
<br />104 GRANULAR BASE
<br />EXCESSIVE MORTAR EFFLORESCENCE AND STAN& DO NOT USE MiURATIC ACID.
<br />ANCHORS TO BE CONCEALED. PREP FRAME FOR THREE SILENCERS.
<br />2. DEFLECTION: MAXIMUM ALLOWABLE PEI'LECT(ON M ANY DER WHEN TESTED N ACCORDANCE
<br />DOCUMENTS.
<br />Q BASE IS TO BE EVENLY GRADED MiXTURE OF FINE AND COURSE AGGREGATES TO PROVIDE, WHEN COMPACTED
<br />WITH ASTM E 330-W WITH ALLOWABLE STRESS N ACCORDANCE WITH AA SPECIFICATIONS FOR
<br />2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES.
<br />A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE.
<br />END OF SECTION 04200
<br />Imo HARDWARE
<br />ALUMAMLM STRUCTURES.
<br />3. SHOW DIMENSIONS AND CLEARANCES REQUIRED.
<br />A PREPARE DOOR AND FRAME TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND
<br />A WITHOUT HORIZONTAL& L/1T5 OR 3/4' (MM) MAXIMM .
<br />4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS.
<br />1.05 VAPOR BARRIER
<br />TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER
<br />B. WITH HORIZONTAL& LRS OR L/140 # 1/4' (641 M) FOR SPANS GREATER THAN 13'-b" (CM)
<br />5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL..
<br />AND
<br />A BARRIER TO BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRANSMISSION RATE OF OWGRAMS/SWA�
<br />FOOTMODUR WHEN TESTED M ACCORDANCE WITH ASTM E 56, METHOD B. PROVIDE MANUFACTURER'S
<br />DIVISION 5 METALS /� � Q�
<br />LOB FIRE RATING
<br />BUT LE88 THAN 40'-O" (122M).
<br />B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS DIAGRAMS:
<br />3. THERMAL MOVEMENT: PROVIDE FOR THERMAL MOVEMENT CAUSED BY 180 DEGREES F. (822 DEGREES C.) SURFACE
<br />1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE NFORMATION WHICH IS NOT APPLICABLE TO THE WORK
<br />RECOMMENDED MASTICS AND GUSSET TAPE.
<br />A ALL DOOR AND FRAMES TO BE FiRE LABELED SHALL HAVE APPROPRIATE LABELS TO MEET NFPA AND
<br />TEMPERRATUIREWITHOUT CAUSING BUCKLING STRESSES ON GLASS, JOINT SEAL FAILURE, UNDUE STRESS ON STRUCTURAL.
<br />2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE NFORMATiON SPECIFICALLY APPLICABLE
<br />B. FOLLOWING LEVELING AND TAMPNG OF GRANULAR BASE FOR SLABS ON GRADE, PLACE VAPOR BARRIER
<br />LOCAL BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE DISTRIBUTOR TO VERIFY ALL
<br />ELEMENTS, DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE, OR DETRIMENTAL EFFECTS.
<br />TO THE WORK
<br />SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL
<br />NONE SPECIFIED
<br />MODIFICATIONS WILL MEET THE NFPA AND LOCAL BUILDING CODES.
<br />JONTS.
<br />4. AIR MFILTRATICK WHEN TESTED IN ACCORDANCE WITH ASTM E 283-91 AT DIFFERENTIAL STATIC
<br />105 SAMPLES
<br />A OFFICE SAUMIPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY
<br />PART 2 REINFORCING MATERIALS
<br />DIVISION rp WOOD and PLASTICS
<br />END OF SECTION 08111
<br />PRESSURE OF 624 PSF (299 PA), COMPLETED STOFREFRONT SYSTEMS SHALL HAVE MAXIMUM
<br />ALLOWABLE INFILTRATION OF:
<br />ILLUSTRATE :
<br />a.= CRAM' (031 MIM M') FOR YES 46 FS SYSTEMS.
<br />1. FUNCTIONAL CHARACTERISTICS OF T1E PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT
<br />2.01 REINFORCING MATERIALS
<br />SECTION 9=11 FLIW4 WOOD DOORS
<br />b-00 CFMFT' (018 M'/Hi`i') FOR YES 46 FI SYSTEMS
<br />DEVICES AND TECHNIQUES.
<br />A. REINFORCING BARS SHALL COM FLY WITH ASTM A 65, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL
<br />SECTION 9*4110 CUSTOM
<br />5. WATER INFiLTRATION- No UNCONTROLLED WATER OTHER THAN CONDENSATION ON NDOOR PACE OF ANY
<br />2. FULL RANGE OF COLOR TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST.
<br />COMPLY WITH ASTM A 186, WELDED STEEL WIRE FABRIC.
<br />PART I GENERAL
<br />COMPONENT TESTED IN ACCORDANCE WIN ASTM E 331-93 AT TEST FMRESSURE DIFFERENTIAL OF:B.
<br />SUBMIT ONLY SPECIFIED COLOR RANGE F DIFFERENT FROM MANUFACTURER'S STANDARD RANGE.
<br />B. SUPPORTS FOR RENFORCMG, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH
<br />PART I CABINETS1ml
<br />a.10 10 PSF (415 PAJ FOR YES 45 FS SYSTEMS.
<br />ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, WIT, ETC, SHALL BE SUBMITTED AT THE SAME
<br />CRSI SPECIFICATIONS.
<br />GENERAL
<br />OLIO PSF (419 PA) FOR YES 46 FI SYSTEMS.TIME
<br />TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES.
<br />C. COMPLY WITH CRSI RECOMMENDED PRACTICE FOR 'PLACING REINFORCNG BARS," FOR DETAILS AND METHODS
<br />lml DOOR FRONTSDRAWER FRONTS, KICKS AND SPLASHES
<br />A DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE
<br />IS TO BE FREE OF RUST AND MILL SCALE
<br />OF RENFORCEM T PLACEMENT AND SUPPORTS REINFORCEMENTA
<br />,
<br />KICKS, SPLASHES AND COUNTER TOPS SHALL BE 3/4 THICK PLYWOOD SURFACED WITH HIsHH PRESSURE
<br />BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF
<br />BEEN
<br />L03 SUBMITTALS
<br />106 SUBMITTALS
<br />AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE
<br />DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES.
<br />CONSTRUCTION PERIOD.
<br />A GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH
<br />AN A PERMITS, LICENSES, D CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS,
<br />D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL LAP ADJOINING PIECES AT LEAST ONE FILL
<br />B. DOOR FRONTS, DRAWER FRONTS AND CABINET BODES SHALL BE 5/8 BLACK MELAMINE WITH HiGH
<br />'CONDITIONS O° THE CONTRACT' AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP
<br />LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES,
<br />MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS To PREVENT CONTINUOUS LAPS
<br />PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES.
<br />102
<br />102 INTERIOR FLUSH WOOD SOLID CORE DOORS
<br />DRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN 'CONDITIONS OF THE CONTRACT'
<br />AN
<br />RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE D RECORDS
<br />ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON
<br />IN EITHER DIRECTION
<br />C, STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES.
<br />PROVIDE DOORS 1 3/4', 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORR'iING TO AWI SECTION WO
<br />FACE VENEER SHALL BE PREMIUM STAIN GRADE BiRCH. EDGE STRIPS SHALL BE HARDWIOOP. STiLE
<br />B• PRODUCT DATA SUBMIT PRODUCT DATA FOR EACH TYPE STOREFRONT SERIES SPECIFED.
<br />PERFORMANCE OF THE WORK
<br />202 CONCRETE
<br />A PORTLAND1 CEMENT - ASTM C 150, TYPE 1, AGGREGATE - ASTM C33 (3/4" MAXI READY -MIX CONCRETE
<br />L02 CABNET BACKS
<br />EDGE SHALL NOT BE LESS THAN 2 3/8' THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES
<br />COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS THAN 1
<br />C. SUBSTiTUT106. WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTNG TECHNICAL
<br />1.01 CONTRACTOR RESPONSIBILITIES
<br />SHALL COMPLY WITH REQUIREMMENTS OF ASTM C 54, AND AS SPECIFIED. COMPLY WITH ACI 304 'RECOMMENDED
<br />A 5/8' WHITE MELAMINE BOXES ON BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR.
<br />1/8"1 TRIMMING.
<br />DATA SAMPLES, AND TEST REPORTS MUST SUBMITTED TEN (10) WOWING DAYS PRIOR TO BID
<br />DATE IN ORDER TO MAMA A VALID COMPARISON.
<br />A REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION.
<br />TE
<br />PRACTICE FOR MEASURiNG, MIXING, TRANSPORTING, AND PLACING CONCRE" REQUUIRED SLUMP RANGE
<br />L03 DRAWERS
<br />�3HARDWARE
<br />B. DETERMINE AND VERIFY:
<br />3' TO 5'.
<br />A FRAMES SHALL BE GRASS ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED
<br />A. PREPARE DOOR TO RECEIVE HARDWARE N ACCORDANCE WITH THE DOOR SCHEDULE AND
<br />D. SHOP DRAWINGS- SUBMIT SHOP DRAWINGS -HOMING LAYOUT, PROFILES, AND PRODUCT
<br />1. FIELD MEASUREMENTS.
<br />B. A QUALIFiED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON
<br />VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR OF CABINET BODIES.
<br />TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER.
<br />COMPONENTS, NCLUDING ACHORAGE, ACCESSORIES, FINISH COLORS AND TEXTURES.
<br />2. FIELD CONSTRUCTION CRITERIA
<br />SITE ALL TESTS SHALL BE PERFORMED AFTER THE ADDITION Of WATER TO THE MIX
<br />B. PREPARATION OF FIRE DOORS TO 13E DONE AT THE FACTORY OR AN APPROVED 'UL' OR
<br />3. CATALOG NUMBERS AND SIMILAR DATA
<br />I. CYLINDER STRENGTH TESTS - ASTM C39* ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR
<br />Imo SHELVES, DIVIDERS, AND BOTTOMS
<br />1UARNOCK HERSEY" SHOP.
<br />UM E. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS ON ACTUAL ALUMINSUBSTRATES
<br />4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS.
<br />FRACTION THEREOF. TEST ONE CYLINDER At 1 DAYS AND TWO At 28 DAYS. HOLD THE FINAL CYLINDER
<br />A SHELVES ON THE INTERIOR Of CABINETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL ENDERS
<br />INDICATING FULL COLOR RANGE EXPECTED N INSTALLED SYSTEM.
<br />C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS.
<br />IN RESERVE
<br />SHALL BE 5/8" WHITE MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL
<br />END OF SECTION 08211
<br />F. QUALITY ASSURANCE / CONTROL. SUBMITTALS:
<br />DO NOT SUBMIT NON -CONFORMING PRODUCTS.
<br />2. SLUMP TESTS - ASTM C143.
<br />EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (1)ED TAPFRONT EDGE
<br />SUBMIT L TEST REPORTS: CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED
<br />D NOTIFY THE ARCHITECT N WRITING, At THE TIME OF SUBMISSION, OF ANY DEVIATIONS N THE SUBMITTALS FROM
<br />C. DEPOSIT CONCRETE N FORMS N HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND N A MANNER t0
<br />SECTION M41LS A "114,111-PR 21M ON I IIANM S 8TI I SYSTEM
<br />PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES.
<br />REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS.
<br />AVOID INCLINE CONSTRUCTION JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUUIFMETNT
<br />105 PLASTIC LAMINATE
<br />YKK AP 38HH SWING DOOR
<br />2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER WALFICATION DATA
<br />E BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SLBi'MITTALS WITH
<br />SUPPLEMENTED BY HAND SPADNG, RIDDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR
<br />A, 1/16' THICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SURFACES.
<br />ANRCHITECT'S CONFORMANCE REVIEW.
<br />CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 303
<br />(GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO HAVE A RADIUS OF 11/2").
<br />PART I GENERALG.
<br />CLOSEOUT SUBMITTALS.
<br />F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS
<br />D. DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION AND N A MANNER SO THAT
<br />L WARRANTY: SUBMIT U4RRANiY DOCUMENTS SPECIFIED HEREIN.
<br />SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE.
<br />CONCRETE IS THOROUGHHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO
<br />PAW 2 PIRODlJGtB
<br />1.01 SUMMARY
<br />ASECTION INCLUDES: ALUMINA OWING DOORS, INCLUDING:
<br />2. FR JECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS FOR INSTALLED MATERIALS IN
<br />CORiiM. BRNG SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE
<br />L Y14C SERIES 205 NARROW STILE SWING ENTRANCES.
<br />ACCORDANCE WiN DIVISION i
<br />i08 SUBMISSION REQUIiREMENTS
<br />FREE OF HUMPS AND HOLLOWS. MAINTAIN RENFORCING IN PROPER POSITION. FULL WELDING LURE FABRIC
<br />2ml HARDWARE
<br />A
<br />YKK AP SERIES MEDIUM STILE SWING ENTRANCES
<br />PROJECT CLOSEOUT (PROJECT RECORD DOC"WS) SECTION.
<br />A MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE
<br />TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED.
<br />A HINGES: 'GRASS 120 DEGREE SNAP -ON SERIES' FULL OVERLAY SELF CLOSED
<br />3.
<br />3. YIQC AP SERIES W WIDE STILE SWING ENTRANCES.
<br />L04 QUALITY ASSURANCE
<br />AS TO CAUSE NO DELAY N THE WORK OR N THE WORK OF ANY OTHER CONTRACTOR
<br />F. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL CONSOLIDATE
<br />Y STA
<br />B. RILLS : 3' BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL FINAL SELECTION TBD
<br />0DW
<br />4. YHQC AP SERIES 20DH MARROW 8111.E HHURRICAIE (SHAlt1ERED APPLICATIONS) SWINCs ENi'RAlLNCES.
<br />A QUALIFICATIONS:
<br />B. NUMBER OF SUBMITTALS REWIRED:
<br />CCNCRETE SURFACE BY FINAL HAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM N
<br />C. DRAINER GLIDES: SEE SPECIFICATION ABOVE
<br />B.RELATED SECTIONS:
<br />L INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO
<br />1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHiC 4 THE CONTRACTOR REQUIRES,
<br />TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THRUM -I APPLIED
<br />D. LOCK: NATIONAL LOCK "23-26D (DOOR), GCS-8138-26D (DRAWER).
<br />L GLASS AND GLAZING REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING
<br />FER IRA WORK OF THIS SECTION WHO HAS SPECIALiZEED IN THE INSTALLATION OF WORK SIMILAR t0
<br />PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE
<br />FLOOR COVERING SYSTEM.
<br />E. KEYBOARD DRAWER ACC URIDE CBRG EO - TRAY 200 KEYBOARD SYSTEM BY ACCURiDE
<br />RE�IREhE1NTS.
<br />THAT REQUIRED FOR THIS PROJECT. IF REQUESTED BY OUTER SLWIT t 1JCE LiST OF COMPLETED
<br />SiZE IS 24" x 36" FOR ANY ONE SHEET.
<br />F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FNIS14NG OPERATIONS IN ACCORDANCE WITH ONE OF
<br />2. SINGLE SOURCE REQURBMENT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME MANUFACTURER
<br />PROJECTS.
<br />2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR R1=QUIRES, PLUS THREE (3)
<br />THE FOLLOWING METHODS
<br />PART 3 INSTALLATION
<br />a. SECTION 06 32 13 SLIDING ALUMINUM - FRAUD GLASS DOORS.
<br />2. MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE
<br />WHICH WiLL BE RETAINED BY THE ARCHITECT.
<br />1. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FRAMNG CHEMICAL CURING COMPOUND N ACCORDANCE
<br />301 INSTALLATION
<br />b.SECTION 06 5113 ALUMNM WINDOWS.
<br />REPRESENTATION DURING CONSTRUCTION PROCESS.
<br />3. SAMPLES- SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN,
<br />VERIFY CORRECT NUMBER WiN ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES.
<br />WITH ASTM C-309.
<br />2. PROVIDE CONTINUOUS MOISTURE TO CONCRETE N ACCORDANCE WITH ACI 301.
<br />A PROVIDE WOOD BACK BLOCKNG At PROPER LOCATIONS N PAR rrrIONS FOR CASEWIORiC ATTACHMENT.
<br />r-SECTION 06 4413 GLAZED ALUMINM CURTAIN WALLS
<br />d.SECTION 08 44 33 SLOPED GLAZING ASSEMBLIES.
<br />B. MOCK-UPS (FIELD CONSTRUCTW> INSTALL AT PROJECT SITE A JOB MOCK-UP USING ACCEPTABLE PRODUCTS AND
<br />PROVIDE SITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT STATED ABOVE
<br />4 SUBMITTALS
<br />G. PROVIDE CORNER BARS AT ALL WALL FOOTINGS TO MATCH HORIZONTAL BARS.
<br />END OF SECTION 06410
<br />L02 SYSTEM PEtRFORI'MANCE DESCRIPTION
<br />MANUFACTURER APPROVED INSTALLATION METHODS. OBTAIN OWNER S AND ARCHITECT'S ACCEPTANCE OF FINISH
<br />COLOR AND WOR1aMANSIHIP STANDARD.
<br />C. SUBMITTALS SHALL CONTAIN
<br />AFERFOR!'MMNCE REWIRIMENTS: PROVIDE ALUMINUM SWING DOORS THAT COMPLY WITH PERFORMANCE REQUIREMENTS
<br />L MOCKAF SIZE
<br />I. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS.
<br />END OF SECTION 03300
<br />INDICATED, AS DEMONSTRATED BY TESTING MANFACTURERS ASSEMBLIES INACCORDANCE WITH TEST METHODS
<br />2. MAINTENANCE: MAINTAIN MOCK-UP DIKING CONSTRUCTION FOR WORKMANSHIP COMPARRISON* REMOVE
<br />1. THE PROJECT TITLE AND NUMBER
<br />MD1G.,4.1EA
<br />AND LEGALLY DISPOSE OF MOCK-UP WHEN NO LONGER REQUIRED.
<br />3. CONTRACT IDENTIFICATION.
<br />L AIR INFILTRATION (SINGLE ACTING BUTT HINGES OR OFFSET PIVOTS): AIR INFILTRATION SHALL BE TESTED IN
<br />3. INCORPORATION: MOCK-UP MAY BE INCORPORATED INTO FINAL CONSTRUCTION IRON OWNER'S APPROVAL.
<br />/�'
<br />THERMAL MOISTURE
<br />4. THE NAMES OF:
<br />ACCORDANCE WITH ASTM E 183-91 AT STATIC PRESSURE OF L51 PSF rM PA). INFILTRATION SHALL
<br />e. CONTRACTOR.
<br />b. SUBCONTRACTOR
<br />1� iVISiON �' MASONRY
<br />DIVISION p'�
<br />1 ION
<br />NOT EXCEED THE FOLLOWING:
<br />, ,
<br />&FOR 20D/10DN SINGLE DOORS: 0J8 CFM#T (L02 M /HIM) OF CRACK LENGTH.
<br />C. PRE -INSTALLATION MEETINGS: CONDUCT PRE -INSTALLATION MEETING to VERIFY PROJECT
<br />REQUIR�NtB, SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION M81RUC1TON8, AND
<br />a SUPPLIER
<br />1- IICAW =
<br />b.FOR 2ODl10DH PAR OF DOORS: 050 C2i'M/PT (153 M'44M') OF CRACK LENGTH.
<br />MANFACTURER'S WARRANTY REWIRE? ETNTS.
<br />G%oR 35D/50D SINGLE DOORS 0.43 CFM/FT (1rH4 M'/HM') OF CRACK LENGTI-I
<br />MANUFACTURER
<br />SECTION "00 WIT MASONRY
<br />SECTION "10 a,IILDM IN k"TION
<br />d.FOR 35D/60D PAIR OF DOORS: OM CFM/FT (2B3 MI/NM') OF CRACK HL LENGT
<br />L05 PROJECT CONDITIONS / SITE CONDITIONS
<br />5. IDENTIFICATION HE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER
<br />2. STRUCTURAL: DOOR CORNER STRUCTURAL STF4ENGGTH SHALL BE TESTED PER YW APS DUAL MOMENT TEST
<br />A FIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMETNTS/OPENUNGS BY FIELD MEASUREMENTS BEFORE
<br />6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH.
<br />PART 1 GENERAL
<br />PART I GENERAL
<br />PROCEDURE AND CERTIFIED BY AN NDEPENDENT TESTING LABORATORY TO ENSURE COF44ER INTEGRITY AND WiELD
<br />FABRICATION* SHOW RECORDED MEAD ENTS ON SWOP DRAWINGS. COORDINATE FIELD MEASUREMENTS,
<br />1. RELATION To ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS.
<br />COMPLIANCE. CERTIFIED TEST PROCEDURES AND RESULTS ARE AVAILABLE UPON REQUEST.
<br />FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS.
<br />S. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS.
<br />1.01 GENERAL
<br />3. UNIFORM LOAD TEST:
<br />9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS.
<br />101 GENERAL
<br />Q NIS SECTION INCLUDES CONCRETE WIT MASONRY, GLAZED TILE UNIT MA° Y, AND MORTAR
<br />A COAT INSULATION EXPOSED TO VIEW M FINISH WORK WITH CEMENTTTIOUS COATING. INSTALL COATING STRICTLY
<br />A.SMGLE DOORS: 60 POP.
<br />�, WADY
<br />10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT NDICATED IN THE SPECIFICATIONS, SUCH AS
<br />IN ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTION. APPLY COATING APPROXIMATELY 3/I6"
<br />hPAIR OF DOORS: 60 PSF.
<br />COLOR FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR
<br />GLAZED MASONRY UNITS
<br />THICK TEXTURE SURFACE WITH A PANT ROLLER
<br />4. FORCED ENTRY RESISTANCE: 300 LBS. SATISFACTORY.
<br />A PROJECT WARRANTY: REFER TO 'CONDITIONS OF THE CONTRACT' FOR PROJECT WARRANTY PROVISIONS.
<br />ARCHITECT'S SELECTION.lm2
<br />11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOW ON THE SHOP DRAWINGS SHALL BE
<br />A. MANUFACTURED BY 'ASTRA-GLAZE" (MANFACTURERTH S LICENSED BY TFS49 INDUSTRIES, INC)
<br />102 GENERAL BUILDING INSULATION
<br />103FROJECT CONDITIONS / SITE CONDITIONS
<br />B. M1ANlFAGTIARERS WIARRANTY: SUBUNIT, FOR OUIERS ACCEPTANCE, MANUFACTURERS STANDARD Ub4RRANTY
<br />DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION.
<br />CONTACT: DOUG YOUNG AT 800-358-3003
<br />COLOR - BANTER RED
<br />A RIGID BOARD INSULATION TO BE I" CELOTEX - TIFF "R'.
<br />AFIELD MEASIJEhENTS: VERIFY ACTUAL MEASUREMMENTS/OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION*
<br />SHOW RECORDED hEASUREMENTB ON SWOP DFL4WING8. COORDINATE HELD MEASUREMENTS, FABRICATION SCHEDULE WITH
<br />DOA EXECUTED BY ,AUTHORIZED COMPANY OFFICIAL. MANFACiURER'S WARRANTY IS IN ADDITION TO, AND NOT A
<br />LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS.
<br />11. IDENTIFICATION OF REVISIONS ON SUBMITTALS.
<br />B. MANUFACTURED BY "SPECTRA -GLAZE' II OWWACTURERS LICENSED BY BURNS 4 RUSSELL COMPANY)
<br />B. BLANKET INSILATIONI TO BE UNPAGED MINERAL FIBER WITH THERMOSETTING RESINS TYPE I. MINERAL FIBER
<br />CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS.
<br />L BENEFICIARY: ISSUE WARRANTY N THE LEGAL NAME OF THE PROJECT OWNER
<br />13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS.
<br />SUPPLIED BY SHIELY MASONRY PRODUCTS AT 612-686-1100
<br />SHALL BE MA:M.FACT'URED FROM GLASS.
<br />2. WARRANTY PERIOD: MANUFACTURER'S STANDARD WARRANTY COMMENCING ON DATE OF SUBSTANTIAL COMPLETION.
<br />14. CONTRACTOR'S SCAMPS, INITIALED OR SKGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION CP
<br />COLOR: DESIGNER COLOR SERIES, SIGNATURE COLLECTION, COLOR - RED ONE.
<br />C. APPLY INSULATION WITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKET
<br />L0481BMITTALS
<br />PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, 00 COORDINATION OF
<br />C. BLOCK SHALL CONFORM TO ASTM C-W 4 C-144, NORMAL. WEIGHT, TYPE If. FACE APPEARANCE AND FACE
<br />C.
<br />INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE
<br />A.GEIERAL-- PREPARE, REVIEW, APPROVE, AND SUBMIT SPECFIED SUBMITTALS IN ACCORDANCE WITH "CONDITIONS OF
<br />PART 2 PRODUCTS
<br />THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE UIORK AND OF CONTRACT DOCUMENTS.
<br />SIZE (NOMINAL) : SINGLE SCORE SMOOTH FACE 8' x 16" WITH FACTORY FORMED CONCAVE (PROFILE)
<br />PROVIDE PERMANENT PL4CfMENt.
<br />THE CONTRACT" AND DMSION 1 SUBMITTALS SECTIONS. PRODUCT DATA SHOP DRAWNNGS SAMPLES,AND SIMILAR
<br />'CONDITIONS
<br />lm9 RESUBMISSION REQUI�NTS
<br />VERTICAL JOINT. RAKED JOINT WILL BE POINTED CONCAVE IN FIELD. LAY BLOCK M STACKED BOND WITH
<br />SUBMITTALS ARE DINNED IN OF THE CONTRACT'
<br />BPRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED
<br />20MANFACE(ACCEPTABLE MANFAC1UlRE DUCTS)
<br />A ACCEPTABLE NUFACCTURERS: YKK AP AMERICA INCM.
<br />MAKE ANY CORRECTIONS OR CHIANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT
<br />ALMED VERTICAL JOINT APPEARANCE.
<br />lm3 SOUND ATTENUATING INSULATION
<br />C,&MTITUUTION& WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING TECHNICAL DATA, SAMPLES,
<br />16MQ THE �� SUITE �
<br />UNTiL ACCEPTED.
<br />A SOUND INSULATION SHALL BE A5 MANUFACTURED BY OIUfNS-CORNING: FIBERGLASS, FIBERGLASS NOISE
<br />AND TEST REPORTS MIST BE SUBMITTED TEN (10) WORKING DAYS PRIOR TO BID DATE IN ORDER TO MAKE A VALID
<br />AUST
<br />AUSTFIL, GA 30168
<br />B. SHOP DRAWINGS AND }'RODUL"T DATA:
<br />1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL.. SUBMITTAL
<br />103 CONCRETE BLOCK
<br />A PROVIDE CONCRETE BLOCK WITS THAT ARE MANUFACTURED TO SPECIFIED FACE DIMENSIONS WITHN
<br />BARRIER BAITS. INSTALL M STUD WALLS AND CEILINGS WERE INDICATED ON THE DRAWINGS.
<br />FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS.
<br />COMPARISON
<br />D. SHOP DRAWINGS: SUBMIT SWOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, INCLUDING
<br />TELEPHONE: (618) 838-6000* FAX: (618) 838-6001
<br />L STORMONT SYSTEM: YKK AP YES 46 FS STOREFRONT SYSTEM.
<br />2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT.
<br />TOLERANCE SPECIFIED IN THE APPLICABLE REFERENCED ASTM C-90 SPECIFICATION FOR CONCRETE
<br />ANCHORAGE, ACCESSORIES, AND FINISH COLORS
<br />ESAMF'LES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MNMI'M 242 INCH BY 3 NCH (61 MM BY 13 MM) SAMPLES ON
<br />2. STOREFRONT SYSTEM: YKK AP YES 45 PI STOREFRONT SYSTEM
<br />C SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL. SUBMITTAL
<br />MASONRY WITS. CONCRETE BLOCK SHALL BE NORMAL WEIGHT LOAD BEARING TYPE MANUFACTURED
<br />FROM SAND -GRAVEL AGGREGATE, TYPE 11.
<br />END OF SECTION 01210
<br />ACTUAL ALUMMM SUBSTRATES INDICATNG FULL COLOR RANGE EXPECTED N INSTALLED SYSTEM
<br />B. STOREFRONT FRAMING SYSTEM:
<br />1.10 DISTRIBUTION
<br />B. LAY CONCRETE BLOCK WITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS.
<br />SECTION oi9®� JOINT erEALERe
<br />F. QUALITY ASSURANCE / CONTROL SUBMITTALS:
<br />L TEST REPORTS: SUBMIT CEMRTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE
<br />L DESCRIPTION: CENTER RABBET, EXTERIOR FLUSH GLAZED* JAMBS AND VERTICAL MMLLLI"
<br />CONTINUOUS: HEAD, SILL, INTEWEDIATE HORIZONTAL ATTACHED BY SCREW SPLINE JOINERY.
<br />Q DISTRIBUTE REPRODUCTION O= SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE
<br />BED WEBS M MORTAR M STARTING COURSE ON fOOtMCiB AND IN ALL COURSES O= PIERS, COLUMNS, AND
<br />CHARACTERISTICS AND PH'fSIGAL i'T.IOPERIIES.
<br />2. COMPONENTS: MANUFACTURERS STANDARD EXTRUDED ALUMINUM EXPANSION MULLIONS, 0-5
<br />ARCHITECT'S STAMP OF CONFORMANCE TO:
<br />PILASTERS, AND WHERE ADJACENT TO CELLS OR CAVITIES TO BE FILLED WITH GROUT. LAY CONCRETE
<br />PART I GENERAL
<br />2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATICN DATA
<br />DF_GREE HINGED MULLIONS, 90 DEGREE CORNER POSTS, FLEXIBLE CORNER POSTS, THREE WAY
<br />1. JOB SITE FiLE.
<br />INCH
<br />BLOCK N RUNNING BOND. JOINTS TO BE 3/5 ES WIDE
<br />1.01 GENERAL
<br />&CLOSEOUT &WITTALS:
<br />CORNER POST, W-T10 DEGREE FLEXIBLE CORDER POSTS, ENTRANCE DOOR FRAMING, AND INDICATED
<br />2. RECORD DOCUMENTS FILE.
<br />lm4 MORTAR AND GROUT MATERIALS
<br />A PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH
<br />L WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP AIUTHHORiZED
<br />OFFICIAL AND INSTALLER
<br />SHAPES.
<br />3. SUBCONTRACTORS.
<br />Q MORTAR FOR UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF "PROF�OR'TION SPECIFICATIONS"
<br />ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION AS
<br />�
<br />2. PROJECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE
<br />2.02 MATERIALS
<br />4. SUPPLIER OR FABRICATOR
<br />OF ASTM C210. USE TYPE M MORTAR FOR MASONRY WOW IN CONTACT WITH EARTH, AND TYPE N FOR ALL
<br />DEMONSTRATED BY SEALANT MAUFACTURER BASED ON TESTING AND FIELD EXPERIENCE PROVIDE
<br />DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH DIVISION 1 PROJECT CLOSEOUT (PROJECT RECORD
<br />5. OWNER (70 BE DISTRIBUTED BY THE ARCHITECT).
<br />OTHER MASONRY WOW COLOR OF MORTAR TO BE COMPATIBLE WITH BRiCK PROVIDE SAMPLES TO THE
<br />COLORS TO MATCH ADJACENT FINISH SURFACES.
<br />DOCUMENTS) SECTION
<br />A EXTRUSIONS: ASTM B 221(ASIM B 221M), 6063-T5 ALUMINUM ALLOY.
<br />OWER REPRESENTATIVE OF MANUFACTURER'S PULL COLOR RANGE COARSE GROUT SHALL CONFORM TO
<br />B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH
<br />a.MAINTENANCE DATA: MAINTENANCE PROCEDURES FOR CARE AND CLEANING OF ENTRANCE SYSTEMS.
<br />I.11 ARICHiTECT'S DUTIES
<br />ASTM C416 WITH 1/4' MAXIMUM AGGREGATE, 8" - 11' SLUMP.
<br />JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS
<br />B. ALUMINUM SHEET:
<br />A REVIEW SUBMITTALS WiN REASONABLE PROMPTNESS AND N ACCORD Ulm SCHEME ALLOW A MINIMUM
<br />B• ACCURATELY MEASURE MORTAR MATERIALS BY VOLLIE. USE A DRUM -TYPE MiXER MIX SAND, LIME, AND
<br />INDICATED BY SEALANT MANUFAC RER.
<br />Im'QUALITY ASSU TRANCE
<br />AQUALFICATIONS.
<br />L ANODIZED FINISH: ASTM B 205 (ASTM B 2 M), DM-1414 ALUMINUM ALLOY, 0"' (121 MM)
<br />OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLNG IS ARRANGED IN ADVANCE.
<br />B. AFFiX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQ UIREMETITS FOR RE&BMITTAL OR
<br />CEMENT DRY TO WFORM COLOR ADD WATER TO BRING MORTAR TO PROPER CONSISTENCY FOR USE MIX FOR
<br />C. SEALANTS. SEALANTS SHALL BE AS FOLLOWS OR EQUAL:
<br />L ONE -PART POLYURETHANE:
<br />L INSTALLER QUALIFICATIONS: NSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM WORK Of
<br />MMMUM THICKNESS.
<br />2. PANTED FINISH: ASTM B 205 (ASTM B 209 M), 3003-H14 ALLMMUM ALLOY, 0080" (l95 MM)
<br />CONFORMANCE OF SUBMITTAL ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND
<br />At LEAST 3 MINUTES AFTER WATER HAS BEEN ADDED. USE MORTAR WITHIN 21/2 HOURS AFTER INITIAL MIXING.
<br />TWO-PART POLYURETHHANE.
<br />THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO That REQUIRED FOR THIS PROJECT. F
<br />THIS
<br />MNMUM THICKNESS.
<br />GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS
<br />C. TOOL EXPOSED JOINTS WEN THUMBPRINT HARD TO A SMOOTH, SENSE CONCAVE SURFACE. PONT UP ALL
<br />3. SILICONE:
<br />REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS.
<br />WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS
<br />JOINTS, INCLUDING CORNERS AND OPENINGS, TO PROVIDE A NEAT, UNFORM APPEARANCE. DURING TOOLING
<br />D. COMPLY WiN JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO
<br />2. MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE O° PROVIDNG HELD SERVICE REPRESENTATION
<br />DURING CONSTRUCTION PROCESS.
<br />2.03 ACCESSORIES
<br />OF THE CONTRACT DOCUMENTS.
<br />OF JOINTS, ENLARGE ANY VOIDS, EXCEPT WEEP HOLES, AND COMPLETELY FILL WITH MORTAR
<br />PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT
<br />BU"IOCK-UPS (FIELD CONSTRUCTED}. INSTALL AT PROJECT SITE A JOB MOCK-UP USING ACCEPTABLE PRODUCTS AND
<br />A MA
<br />ENER& STANDARD ACCESSORIES Z
<br />L F FASTENERS: ZINC PLATED STEEL CONCEALED FASTENERS* HHARDENED ALUMINA ALLOYS OR ANSI
<br />C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION
<br />Im5 CORRUGATED WALL TITS
<br />SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF
<br />MANUFACTURER APPROVED INSTALLATION METHODS. OBILER' TAIN OS AND ARCHITECT'S ACCEPTANCE OF FNIS14 COLOR
<br />PPR
<br />300 SERIES STAINLESS STEEL EXP05ED FASTENERS, COIMERSWC, FINISH TO MATCH AJJMANIM
<br />A C0R1R<UGATED WALL. TiES SHALL BE 1/8 INCHES WIDE,1 INCHES LONG, 22 GAUGE HOT -DIPPED GALVANIZED,
<br />PRIER ONTO ADJACENT SURFACES. MASK UUERE REQUIRED TO PROTECT ADJOINING SURFACES FOR
<br />AND W ORICIANSHIP STANDARD.
<br />COLOR,
<br />END OF SECTION 01340
<br />CORRUGATED STEEL FASTEN TES THROUGH SHEATHING, INTO STRUCTURAL STUDS BEHIND. MAINTAIN AIR
<br />STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS.
<br />E APPLY SEALANTS IN A MANNER SO THAT APPEARANCE 18 THAT OF A SMOOTH, UNIFORM, SLIGHTLY
<br />L MOCK-UP SIZE:
<br />2. MAINTENANCE: MAINTAIN MOCK-UP DURING CONSTRUCTION FOR WOIO IANS 41P COMPARISON* REMOVE AND
<br />2. SEALANT: NON -SKINNING TYPE, AAMA W33
<br />3. GLAZING* SETTING BLOCKS, EDGE BLOCKS, AND SPACERS N ACCORDANCE WITH ABTA C 864,
<br />SPACE BETWEEN THE BRICK AND SHEATHNNG
<br />B. SPACE ANCHORS NOT MORE THAN 16 INCHES ON CENTER VERTICALLY AND 16 INCHES ON CENTER
<br />CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHN 10 MINUTES OF APPLICATION. ALL
<br />LEGALLY DISPOSE OF MOCK-UP WI -EN NO LONGER REQUIRED.
<br />3. INCORPORATION: MOCK-UP MAY BE NCORPORATED INTO FINAL CONSTRUCTION UPON OWNER'S APPROVAL
<br />SHORE DUROMETER HARDINESS AS RECOMMENDED BY M1ANUFACTIIRER* GLAZING GA64TTS IN
<br />HORIZONTALLY WITH NOT LESS THAN ONE ANCHOR FOR EACH 2 SQUARE FEET OF WALL AREA INSTALL
<br />ADDITIONAL ANCHORS WITHIN ONE FOOT OF OPENINGS AND AT INTERVALS AROUND PERM -TER NOT
<br />SEALED JOINTS ARE TO BE WATER-TIGNT.
<br />P• BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED
<br />C~PRE-INSTALLATION MEETINGS: CONDUCT PRE -INSTALLATION MEETING TO VERIFY PROJECT RECIIA�NTS, SUBSTRATE
<br />CONDITIONS,
<br />ACCORDANCE WITH, ASTM C 964.
<br />2�4 RELATED MATERIALS (SPECIFIED N OTHER SECTIONS)
<br />DIVISION 2 SITE ���
<br />EXCEEDING 8 INCHES.
<br />ETH
<br />POLYETHYLENE FOAM As MANUFACTURED BY DOU CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE IN
<br />MANIFAC11PEfi8 1Ns7ALLATION INSTRUCTIONS AND MANAUFactuRER's WARRANTY 1REa11RE1ENTs.
<br />106 JOINT REWORCMCs
<br />tH1cIOESe REQUIRED.
<br />A GLA88: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR G1A88 MATERIALS.
<br />6PECP1En
<br />Q JOINT REINFORCING FOR CONCRETE BLOCK WALLS SHALL BE DUR-O-WALL PRODUCTS, OW-0-mu TRUSS
<br />END OF SECTION 01900
<br />205 FABRICATION
<br />DESIGN, STANDARD, AT 16' o.C.
<br />B. PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AS INDICATED. PROVIDE CONTINUITY AT
<br />A SHOP ASSEMBLY: FABRICATE AND ASSEMBLE WITS WITH JOINTS ONLY At INTERSECTION OF ALUMINUM
<br />CORNERS AND WALL INTERSECTIONS BY USE OF PREFABRICATED "L' AND 'T" SECTIONS. CUT AND BEND
<br />MEMBERS WITH WIFORMM HHAIR M JONTS3 RIGIDLY SECURE, *0 SEALED N ACCORDANCE WITH
<br />REINFORCEMENT WITS AS DIRECTED BY MANUFACTURER FOR CONTINUITY AT RETURNS, OFFSETS, AND
<br />MiANUFACTURER'S RECOMMENDATIONS.
<br />L HARDWARE: COLL AND OJT TO TEMPLATE FOR HAJRDWARE. REINFORCE FRAMES AND DOOR
<br />OTHER SPECIAL CONDITIONS.
<br />STILES TO iRECEIVE HARDWARE N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />2. WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AM RECOMMENDATIONS OR METHODS
<br />RECOMiENDED BY MANFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON FINISH OR MATERIAL
<br />DISTORTION WILL BE REJECTED.
<br />REVISIONS
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<br />Date: 05.
<br />12. 14
<br />Scale: AS
<br />NOTED
<br />Project Mgr. MY
<br />Drown: JDS
<br />Job: 14-20
<br />Sheet
<br />N1
<br />H:\Projects\Projects 2014\14020 - FMC Gall Blvd. Int. Medicine\04-CD\OI-CD.A\04-Architectural\NI2•SPECS.dwg, 5/12/2014 2:43:15 PM, JSimon, Xerox 6604 PS.pc3
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