08-40-030SAW CUT JOINTS WITHIN 24 HOURS AFTER PLACING. USE 1/8 INCH
THICK BLADE MAX, CUT INTO 1/3 DEPTH OF SLAB THICKNESS.
SCREEN SLABS ON GRADE LEVEL, MAINTAINING SURFACE FLATNESS
OF MAXIMUM 1/8 INCH IN 10 FT (3 MM/3M). SPADE AND ROD
CONCRETE TO EMBED ANCHORS, FIXTURES AND OTHER INSERTS
FULLY IN DENSE CONCRETE.
AT BOTTOM OF WALL POURS AND OTHER HORIZONTAL CONSTRUCTION
JOINTS, ROUGHEN, CLEAN AND WET CONCRETE SURFACE AGAINST
WHICH NEW CONCRETE IS TO BE PLACED. APPLY 1-1/2 INCHES
OF GROUT JUST BEFORE PLACING NEW CONCRETE. THE GROUT IS
THE SAME MIXTURE AS THE CONCRETE BUT WITH THE COARSE
AGGREGATE OMITTED.
CONCRETE FINISHING: FINISH CONCRETE FLOOR SURFACES IN
ACCORDANCE WITH ACI 301. STEEL TROWEL SURFACES WHICH WILL
RECEIVE CARPETING, RESILIENT FLOORING, THIN SET QUARRY OR
CERAMIC TILE. STEEL TROWEL SURFACES WHICH ARE SCHEDULED TO
BE EXPOSED. IN AREAS WITH FLOOR DRAINS, MAINTAIN FLOOR
ELEVATION AT WALLS; PITCH SURFACES UNIFORMLY TO DRAINS AT
1/8 INCH PER FOOT (10 MM PER M) NOMINAL.
CURING AND PROTECTION: IMMEDIATELY AFTER PLACEMENT, PROTECT
CONCRETE FROM PREMATURE DYING, EXCESSIVELY HOT OR COLD
TEMPERATURES, AND MECHANICAL INJURY. MAINTAIN CONCRETE WITH
MINIMAL MOISTURE LOSS AT RELATIVE CONSTANT TEMPERATURE FOR
PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF
CONCRETE. CURE FLOOR SURFACES IN ACCORDANCE WITH ACI 308
SPRAYING: SPRAY WATER OVER FLOOR SLAB AREAS AND MAINTAIN
WET FO R 7 DAYS.
FIELD QUALITY CONTROL: FIELD INSPECTION AND TESTING WILL BE
PERFORMED IN ACCORDANCE WITH ACI 301 AND UNDER PROVISIONS
OF SECTION 01410. PROVIDE FREE ACCESS TO WORK AND
COOPERATE WITH APPOINTED FIRM. SUBMIT PROPOSED MIX DESIGN
OF EACH CLASS OF CONCRETE TO INSPECTION AND TESTING FIRM
FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. PERFORM TESTS
OF CEMENT AND AGGREGATES TO ENSURE CONFORMANCE WITH
SPECIFIED REQUIREMENT.
RECORD TEMPERATURE OF CONCRETE SAMPLE FOR EACH STRENGTH
TEST AND ATMOSPHERIC TEMPERATURE AT THAT TIME.
EXPOSURE TO THE ELEMENTS IN EXCESS OF 7 DAYS. IT SHOULD
NOT BE USED AS A TEMPORARY WORKING SURFACE WITHOUT
ADEQUATE SURFACE PROTECTION.
THREE CONCRETE TEST CYLINDERS WILL BE TAKEN FOR EVERY 75
OR LESS CU YARDS OF EACH CLASS OF CONCRETE PLACED. ONE
ADDITIONAL TEST CYLINDER WILL BE TAKEN DURING COLD WEATHER
CONCRETING, CURED ON JOB SITE UNDER SAME CONDITIONS AS
CONCRETE TAKEN. ONE AIR CONTENT TEST WILL BE TAKEN FOR
EACH SET OF TEST CYLINDERS TAKEN.
CONCRETE SEALER SECTION 00700
CONCRETE FLOORS: AS SHOWN ON DRAWINGS
IN ALL AREAS SHOWN WITH SEALED CONCRETE FLOOR
PROVIDE CONCRETE SEALER WITH SODIUM SILICATE AND PENETRATING
SEALER WITH MAXIMUM OF 600 GRAMS/LITER. SELECT LOWEST VOC
AVAILABLE. SUBMIT PRODUCT DATA TO ARCHITECT FOR APPROVAL.
MASONRY SECTION 04200
PROVIDE ALL MASONRY UNITS IN SIZES AND SHAPES AS SHOWN ON
THE DRAWINGS.
CMU MORTAR TO CONFORM TO ASTM C-270 TYPE M UTILIZING THE
PROPORTION METHOD TO ACHIEVE 2,500 PSI STRENGTH. COLOR TO
MATCH ROCK FACE BLOCK.
1. CEMENTS: REPLACE PORTLAND CEMENT WITH COAL FLY ASH,
MINIMUM 30%.
2. AGGREGATES: INDUSTRIAL WASTE BY-PRODUCTS: AIR COOLED
SLAG, CINDERS, OR BOTTOM ASH; GROUND WASTE GLASS AND
CONCRETE; GRANULATED SLAG; AND EXPANDED SLAG.
REINFORCEMENT AND SINGLE WIDTH JOINT REINFORCEMENT: LADDER
TYPE; HOT DIP GALVANIZED AFTER FABRICATION COLD - DRAWN
STEEL CONFORMING TO ANSI/ASTM A82, 3/16INCH (4.8 MM)
DEFORMED SIDE RODS WITH 1/8 INCH (3MM) CROSS TIES, IN
ACCORDANCE WITH ACI 530.1-88 ASCE.
REINFORCING STEEL: ASTM A615, 60 KSI YIELD GRADE, DEFORMED
BILLET BARS UNFINISHED.
STRAP ANCHORS; 'Z" - TYPE BENT STEEL SHARP, 1-1/2 X 24
INCH (40 X 610 MM) SIZE X 3/16 INCH (4.8 MM) THICK,
GALVANIZED TO ASTM A153 CLASS B FINISH.
GALVANIZED COATING REQUIREMENTS FOR METAL ACCESSORIES:
METAL ACCESSORIES EMBEDDED IN MASONRY SHALL BE COATED FOR
CORROSION PROTECTION COMPLYING WITH THE REQUIREMENTS OF
ACI 530. 1-88/ASCE 6-88 (3.2.1.4) AS FOLLOWS: EXTERIOR WALL;
GALVANIZED COATING SHALL CONFORM TO ASTM A153 CLASS B2
(1.5 OZ/SQ.FT. (460 G/SQ M).
FLASHING: MEMBRANE FLASHINGS: COMPOSITE SHEET OF 32 MIL
RUBBERIZED ASPHALT COMPOUND INTEGRALLY BONDED TO CROSS
LAMINATED 8 MILL POLYETHYLENE; 40 MIL (0.5 MM) TOTAL
THICKNESS; PERM -A- BARRIER MANUFACTURED BY W R GRACE do
CO.
ACCESSORIES: PERFORMED CONTROL JOINTS: POLYVINYLCHLORIDE
MATERIAL. PROVIDE WITH CORNER AND TEE ACCESSORIES, CEMENT
FUSED JOINTS.
JOINT FILLER: CLOSED CELL POLYETHYLENE; OVERSIZED 50 PERCENT
TO JOINT WIDTH; SELF EXPANDING; 3/4 INCH (20 MM) WIDE BY
MAXIMUM LENGTHS.
CELLULAR WEEP VENTS: MOLDED POLYVINYLCHLORIDE GRILLES:
INSECT PROOF; #D/A 1006 MANUFACTURED BY DUR-O-WAL.
CLEANING SOLUTIONS: NON --ACIDIC, NOT HARMFUL TO MASONRY
WORK OR ADJACENT MATERIALS.
PLACING AND BONDING: LAY MASONRY IN RUNNING BOND WITH FULL
HEAD AND BED JOINTS. LAY TO PROVIDE NOT LESS THAN 1/3 OF A
UNIT AT CORNERS. ALL JOINTS SHALL BE UNIFORM WIDTH AND
THICKNESS. TOOL EXPOSED JOINTS TO UNIFORM FACE. INTERLOCK
INTERSECTIONS AND EXTERNAL CORNERS. ISOLATE MASONRY
PARTITIONS FROM VERTICAL STRUCTURAL MEMBERS WITH A CONTROL
JOINT. ISOLATE TOP JOINT OF MASONRY FROM HORIZONTAL FRAMING
MEMBERS, SLABS OR DECKS WITH COMPRESSIBLE JOINT FILLER.
INSTALL WEEP HOLES IN VENEER AT 32 INCH ON CENTER ABOVE
FLASHING, SHELF ANGLES, AND AT BOTTOM OF WALLS. INSTALL
HORIZONTAL JOINT REINFORCEMENT 16 INCHES ON CENTER. PLACE
JOINT REINFORCEMENT CONTINUOUS IN FIRST AND SECOND JOINT
BELOW TOP OF WALLS.
CLEAN ALL WORK THOROUGHLY USING NON-METALLIC BRUSHES AND
CLEANING SOLUTION AND RINSE WITH WATER. ALL FINISHED
SURFACES TO BE UNMARRED.
STRUCTURAL STEEL SECTION 05120
THIS SECTION INCLUDES FABRICATION AND ERECTION OF STRUCTURAL
STEEL WORK, AS SHOWN ON DRAWINGS INCLUDING SCHEDULES,
NOTES, AND DETAILS SHOWING SIZE AND LOCATION OF MEMBERS,
TYPICAL CONNECTIONS, AND TYPES OF STEEL REQUIRED.
SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A LICENSED
STRUCTURAL ENGINEER, INCLUDING COMPLETE DETAILS AND
SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL
STEEL MEMBERS, PROCEDURES, AND DIAGRAMS.
INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLES, AND
OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS
SYMBOLS AND SHOW SIZE, LENGTH, AND TYPE OF EACH WELD.
PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR
INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE
INSTALLED AS WORK OF OTHER SECTIONS.
PROVIDE INDEPENDENT TEST REPORTS CONDUCTED OF SHOP AND
FIELD BOLTED AND WELDED CONNECTIONS. INCLUDE DATA ON
TYPES OF TESTS CONDUCTED.
QUALITY ASSURANCE
CODES AND STANDARDS: COMPLY WITH PROVISIONS OF FOLLOWING,
EXCEPT AS OTHERWISE INDICATED:
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "CODE OF
STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES."
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A
490 BOLTS" APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL
CONNECTIONS.
AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING
CODE - STEEL."
ASTM A 36 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED
STEEL PLATES, SHEET PILING AND BARS FOR STRUCTURAL USE."
QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES
AND WELDING OPERATIORS IN ACCORDANCE WITH AWS
"QUALIFICATION" REQUIREMENTS.
STORE MATERIALS TO PERMIT EASY ACCESS FOR INSPECTION AND
IDENTIFICATION. KEEP STEEL MEMBERS OFF GROUND BY USING
PALLETS, PLATFORMS, OR OTHER SUPPORTS. PROTECT STEEL
MEMBERS AND PACKAGED MATERIALS FROM EROSION AND
DETERIORATION. IF BOLTS AND NUTS BECOME DRY OR RUSTY, CLEAN
AND RELUBRICATE BEFORE USE..
METAL SURFACES, GENERAL: FOR FABRICATION OF WORK THAT WILL
BE EXPOSED, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE
OF SURFACE BLEMISHES INCLUDING PITTING, RUST AND SCALE SEAM
MARKS, ROLLER, ROLLED TRADE NAMES, AND ROUGHNESS. REMOVE
SUCH BLEMISHES BY GRINDING, PRIOR TO CLEANING, TREATING, AND
APPLYING SURFACE FINISHES.
HEADED STUD -TYPE SHEAR CONNECTORS: ASTM A 108, GRADE 1015
OR 1020, COLD- FINISHED CARBON STEEL WITH DIMENSIONS
COMPLYING WITH AISC SPECIFICATIONS.
ACHOR BOLTS: ASTM A 307, NONHEADED TYPE UNLESS OTHERWISE
INDICATED.
HIGH -STRENGTH THREADED FASTENERS: HEAVY HEXAGON
STRUCTURAL BOLTS, HEAVY HEXAGON NUTS, AND HARDENED
WASHERS COMPLYING W/ ASTM A 325.
ELECTRODES FOR WELDING: COMPLY WITH AWS CODE, E70XX
STRUCTURAL STEEL PRIMER PAINT: FABRICATOR'S STANDARD
RUST -INHIBITING PRIMER.
CEMENT GROUT: PORTLAND CEMENT )ASTM C 150, TYPE i OR TYPE
iii) AND CLEAN, UNIFORMLY GRADED, NATURAL SAND (ASTM C 404,
SIZE NO. 2). MIX AT A RATIO OF 1.0 PART CEMENT TO 3.0 PARTS
SAND, BY VOLUME, WITH MINIMUM WATER REQUIRED FOR PLACEMENT
AND HYDRATION.
WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES,
APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN
CORRECTING WELDING WORK.
GAS CUTTING: DO NOT USE GAS CUTTING TORCHES IN FIELD
FOR CORRECTING FABRICATION ERRORS IN PRIMARY
STRUCTURAL FRAMING. CUTTING WILL BE PERMITED ONLY ON
SECONDARY MEMBERS THAT ARE NOT UNDER STRESS, AS
ACCEPTABLE TO ARCHITECT. FINISH GAS -CUT SECTIONS
EQUAL TO A SHEARED APPEARANCE WHEN PERMITTED.
TOUCH-UP PAINTING: IMMEDIATELY AFTER ERECTION, CLEAN
FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS
OF SHOP PAINT. APPLY PAINT TO EXPOSED AREAS USING
SAME MATERIAL AS USED FOR SHOP PAINTING.
METAL FRAMING SECTION 05400
MATERIALS ALL STUD FRAMING MEMBERS SHALL BE OF THE
TYPE, SIZE AND GAGE AS SHOWN ON THE PLANS AND
SPECIFIED HEREIN.
ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR
ATTACHMENT TO PERPENDICULAR MEMBERS, OR AS REQUIRED
FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS
SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY
FASTENED.
INSTALLATION TRACKS SHALL BE SECURELY ANCHORED TO
THE SUPPORTING STRUCTURES AS SHOWN. FLOOR TRACKS
SHALL RECEIVE CONTINUOUS SILICON SEALANT EACH SIDE OF
THE TRACK BEFORE INSTALLATION OF WALL SHEATHING/FINISH
MATERIAL.
AT TRACK BUTT JOINTS, ABUTTING PIECES OF TACK SHALL BE
SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT,
OR THEY SHALL BE BUTT WELDED OR SPLICED TOGETHER.
STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY
ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND
LOWER TRACKS.
STUDS SHALL BE INSTALLED AT 16" ON CENTER UNLESS
OTHERWISE NOTED ON THE PLANS.
WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO
PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED
ACCORDING TO THE FOLLOWING SCHEDULE. WALLS UP TO
10'-0" HEIGHT: BRIDGING AT MID- HEIGHT WALLS EXCEEDING
10'-0" HEIGHT: BRIDGING ROWS SPACED NOT TO EXCEED
5'-0" 0. C.
METAL FABRICATIONS SECTION 05500
MATERIALS: LIMIT MATERIALS THAT WILL BE EXPOSED TO VIEW
TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHED,
PITTING, ROLLED TRADE NAMES, AND ROUGHNESS. PROVIDE
STEEL PLATE, SHAPES AND BARS MEETING ASTM A36, STEEL
PIPE MEETING ASTM A53 -GRADE A SCHEDULE 40, AND STEEL
TUBE MEETING ASTM A500. PROVIDE BENT OTHERWISE
CUSTOM FABRICATED BOLTS, PLATES, ANCHORS, HANGERS,
DOWELS AND OTHER MISCELLANEOUS STEEL AND IRON
SHAPES AS REQUIRED FOR FRAMING, SUPPORTING OR
ANCHORING.
FABRICATION AND INSTALLATION SHALL CONFORM TO THE
LATEST AISC SPECIFICATIONS. FORM WORK TRUE TO LINE AND
LEVEL WITH ACCURATE ANGELS AND SURFACES. EASE
EXPOSED EDGES TO A RADIUS OF APPROX. 14" UNLESS
OTHERWISE SHOWN. WELD CORNERS AND SEAMS
CONTINUOUSLY, COPING CONNECTIONS, UNLESS OTHERWISE
INDICATED. GRIND EXPOSED
WELDS SMOOTH AND FLUSH TO MATCH AND BLEND WITH
ADJOINING SURFACES. PRIME WITH RED OXIDE PRIMER AND
TOUCH-UP AT SITE.
INSTALLATION: INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY
FITTED, FREE FROM DISTORTION OR DEFECTS. ALLOW FOR
ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING
TO MAINTAIN TRUE ALIGNMENT UNTIL COMPLETION OF
ERECTION AND INSTALLATION OF PERMANENT ATTACHMENTS.
FIELD WELD COMPONENTS INDICATED ON DRAWINGS. PERFORM
FIELD WELDING IN ACCORDANCE WITH AWS D1.1 OBTAIN
ARCHITECT/ENGINEER APPROVAL PRIOR TO SITE CUTTING OR
MAKING ADJUSTMENTS NOT SCHEDULED. AFTER ERECTION
PRIME WELDS, ABRASIONS, AND SURFACES NOT SHOP
PRIMED, EXCEPT SURFACES TO BE IN CONTACT WITH
CONCRETE.
WOOD TREATMENT SECTION 06070
1.01 SUBMITTALS:
A. PROVIDE DATA: SUBMIT PRODUCT DATA ON WOOD PRESERVATIVE
MATERIALS, INCLUDING APPLICATION INSTRUCTIONS.
1.02 CODES AND STANDARDS
A. OBTAIN APPROVALS FROM BUILDING OFFICIAL FOR ALTERNATIVE
WOOD PRESERVATIVE TREATMENT.
1.03 ENVIRONMENTAL QUALITY ASSURANCE
A. PRESERVATIVE SHALL BE ADEQUATELY FIXED IN THE WOOD.
REJECT LUMBER WITH SURFACE RESIDUES OF WHITE SALTS. WOOD
THAT IS KILN -DRIED AFTER TREATMENT AND/OR PREFINISHED WITH
A SEALER IS PREFERABLE.
PRODUCTS
2.01 PEST AND ROT CONTROL
A. NEW CONSTRUCTION
1. SODIUM SILICATE WOOD MINERALIZATION PROCESS (AVAILABLE
FOR INTERIOR, EXTERIOR USE, AND GROUND CONTACT.)
2. BORON -BASED PRESERVATIVE: LIMITED TO ABOVE -GROUND USE.
ROUGH CARPENTRY SECTION 06100
PROVIDE AND INSTALL BLOCKING, BACKING, PLYWOOD,
SHEATHING, FURRING AND MISCELLANEOUS LIGHT FRAMING
REQUIRED FOR COMPLETION OF THE WORK, WHICH IS
GENERALLY NOT EXPOSED; WHERE NOTED ON THE DRAWINGS,
AND AS SPECIFIC HEREIN.
PLYWOOD BLOCKING IN PARTITIONS do MOUNTING PANELS FOR
MOUNTING EQUIPMENT. PROVIDE PLYWOOD APA C -D PLUGGED
INT WITH EXTERIOR GLUE WITH LOW VOCs.
MISC. WOOD FRAMING & BLOCKING: CONSTRUCTION GRADE #2
OR BETTER DOUGLAS FIR OR EQUAL, S4S, FIRE -RETARDANT
TREATED UNLESS OTHERWISE INDICATED.
MICRO -LAM LUMBER: BEAMS AND HEADERS AS SCHEDULED.
SEE DRAWING FOR DESIGN STRESSES.
FIRE -RETARDANT TREATED WOOD PROVIDE FIRE -LABELED
WOOD WITH MINIMUM FLAME SPREAD RATING OF 25 (UL
FR -S), AT THE FOLLOWING LOCATIONS: (1) BLOCKING
CONCEALED WITHIN METAL FRAMED DRYWALL PARTITIONS IN
NON-COMBUSTIBLE CONSTRUCTION; (2) FRAMING do BLOCKING
LOCATED ABOVE FINISHED CEILINGS; AND (3) BLOCKING
WITHIN FIRE -RATED WALLS.
PRESERVATIVE TREATMENT: PROVIDE PRESERVATIVE TREATED
WOOD WHERE INDICATED IN THE DRAWINGS AND AS FOLLOWS:
WOOD CANTS, NAILERS, CURBS, BLOCKING, STRIPPING AND
SIMILAR MEMBERS IN CONNECTION WITH ROOFING; AND WOOD
WILLS SLEEPERS, BLOCKING, STRIPPING AND SIMILAR
CONCEALED MEMBERS IN CONTACT WITH MASONRY OR
CONCRETE. PRESERVATIVE TREATMENT SHALL BE WATER
BORNE MATERIAL COMPLYING WITH AWPB LP --2, KILN -DRIED
TO 19% MAXIMUM MOISTURE CONTENT FOR LUMBER AND 15%
FOR PLYWOOD.
INSTALLATION: SET ROUGH CARPENTRY ACCURATELY TO
REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND
TRUE AND ACCURATELY CUT AND FITTED. SECURELY ATTACH
WORK TO SUBSTRATE.
SHEATHING: PLACE ROOF AND WALL SHEATHING WITH END
JOINTS, STAGGERED. SECURE SHEETS OVER FIRM BEARING.
MAINTAIN MINIMUM 1/16 INCH AND MAXIMUM 1/8 INCH
SPACING BETWEEN JOINTS OF SHEETS ON WALLS. PLACE
PERPENDICULAR TO FRAMING MEMBERS.
1.01 SUBMITTALS
A. SUBMIT PRODUCT DATA ON WOOD PRESERVATIVE
MATERIALS, INCLUDING APPLICATION INSTRUCTIONS.
B. SUBMIT INVOICES SHOWING THE VENDOR'S FOREST
STEWARDSHIP COUNCIL CHAIN -OF -CUSTODY CERTIFICATE
NUMBER AND IDENTIFYING FSC -CERTIFIED PRODUCTS ON AN
ITEM -BY -ITEM BASIS AS DOCUMENTATION THAT AN
FSC -ACCREDITED ORGANIZATION HAS CERTIFIED THAT THE
WOOD OR WOOD PRODUCTS ARE FROM A WELL-MANAGED
FOREST.
1.02 DELIVERY, STORAGE, AND HANDLING
A. PROTECT FRAMING LUMBER, SHEATHING, AND ENGINEERED
WOOD PRODUCTS FROM EXCESSIVE HUMIDITY AND MOISTURE.
STORE WOOD I -BEAMS, FLINCH BEAMS, AND JOIST ON EDGE.
PRODUCTS
2.01 MATERIALS
A. CERTIFIED DIMENSIONAL LUMBER: FSC -CERTIFIED, SUBJECT
TO APPROVAL BY STRUCTURAL ENGINEER.
B. ENGINEERED WOOD PRODUCTS:
1. WOOD I -BEAMS: JOISTS, RAFTERS; TO BE FSC -CERTIFIED,
SUBJECT TO APPROVAL BY STRUCTURAL ENGINEER.
2. WOOD TRUSSES: TO BE CONSTRUCTED OF
FSC -CERTIFIED LUMBER, SUBJECT TO APPROVAL BY
STRUCTURAL ENGINEER.
D. SHEET MATERIALS:
1. ORIENTED -STRAND BOARD (OSB): FSC -CERTIFIED
2. PLYWOOD: FSC -CERTIFIED
3. STRUCTURAL FIBERBOARD: MANUF. FROM 100%
POST -CONSUMER NEWSPRINT
4. MEDIUM DENSITY FIBERBOARD: FORMALDEHYDE -FREE,
MANUFACTURED WITH PMDI BINDERS
5. PARTICLE BOARD:
a. STRAW -BASED PARTICLEBOARD: MANUFACTURED WITH PMDI
BINDERS
b. FSC -CERTIFIED PARTICLE BOARD
6. STRUCTURAL INSULATED PANELS (SIPS): OSB SKIN BONDED
TO EXPANDED POLYSTYRENE OR AGFIBER CORE
7. RADIANT BARRIER SHEET MATERIAL: FOIL FACED PLYWOOD,
OSB, OR RECYCLED PAPER.
E. ROT AND INSECT -RESISTANT WOOD:
1. UNTREATED, NATURALLY ROT -RESISTANT, HEART
WOOD -INCLUDING, BUT NOT LIMITED TO, REDWOOD, WESTERN
RED CEDAR, BALD CYPRESS, LONGLEAF YELLOW PINE, ELM,
BLOCK LOCUST, AMERICAN CHESTNUT, AND ANGICO-FROM
ONE OF THE FOLLOWING SOURCES:
a. FSC -CERTIFIED
b. SALVAGED
2. PRESSURE -TREATED WOOD FSC -CERTIFIED: MINIMIZE
CUTTING, AVOID BREATHING SAWDUST.
a. ACQ-AMMONIACAL COPPER QUARTERNARY COMPOUND:
PRESSURE -INJECTED WOOD THAT DOES NOT USE ARSENIC OR
CHROMIUM
1. ABOVE -GROUND: 0.25 LBS. RETENTION/CU. FT.
2. GROUND CONTACT: 0.40 LBS. RETENTION/CU, FT.
3. WOOD FOUNDATIONS: 0.60 LBS. RETENTION/CU. FT.
4. PILINGS: 0.80 TO 1.0 LBS. RETENTION/CU. FT.
b. BORATE: FRAMING LUMBER AND PLYWOOD PRESSURE
TREATED WITH SODIUM BORATE AND OSB SHEATHING
PRODUCTS WITH INTEGRAL ZINC BORATE RECENTLY
INTRODUCED; APPROPRIATE FOR INTERIOR APPLICATIONS -DO
NOT USE WHERE EXPOSED WEATHER OR GROUND CONTACT.
c. SODIUM SILICATE WOOD MINERALIZATION PROCESS:
FRAMING LUMBER AND PLYWOOD PRESSURE -AND
HEAT-TREATED WITH SODIUM SILICATE RECENTLY INTRODUCED;
APPROPRIATE FOR INTERIOR AND EXTERIOR APPLICATIONS,
INCLUDING GROUND CONTACT; NOT YET LISTED WITH THE ICC.
2.02 RELATED MATERIALS
A. FASTENERS: USE HIGHEST RECYCLED -CONTENT STEEL
AVAILABLE, FOR ACQ OR COPPER AZOLE; USE ONLY
STAINLESS STEEL OR HOT -DIP GALVANIZED FASTENERS.
B. CONSTRUCTION ADHESIVES: WATER BASED, MAXIMUM VOCs:
15 GRAMS/LITER
C. BUILDING FELT: MINIMUM 30% RECYCLED FIBER CONTENT
D. SILL SEALER: FOAM SEALER TO MATCH WIDTH OF SILL
PLATE
PART 3 EXECUTION
3.01 INSTALLATION
A. PROTECT FRAMING, JOIST AND SHEATHING FROM MOISTURE
DURING DELIVERY, INSTALLATION, AND USE.
B. USE ADVANCED -FRAMING TECHNIQUES DEVELOPED BY THE
NATIONAL ASSOCIATION OF HOME BUILDERS RESEARCH
CENTER. COMPLY WITH STRUCTURAL LOADING REQUIREMENTS
OF UBC AND STRUCTURAL ENGINEER.
WASTE MANAGEMENT:
A. SEPARATE WOOD WASTE IN ACCORDANCE WITH THE WASTE
MANAGEMENT PLAN.
B. SEPARATE THE FOLLOWING CATEGORIES FOR SALVAGE OR
REUSE ON SITE:
1. SHEET MATERIALS LARGER THAN 2 SQ. FT.
2. FRAMING MEMBERS LARGER THAN 16"
3. MULTIPLE OFFCUTS OF ANY SIZE LARGER THAN 12"
C. SET ASIDE DAMAGED WOOD FOR ACCEPTABLE ALTERNATIVE
USES; FOR EXAMPLE, USE AS BRACING, BLOCKING, CRIPPLES,
OR TIES.
D. DO NOT BURN LUMBER THAT IS LESS THAN A YEAR OLD.
E. SEPERATE THE FOLLOWING CATEGORIES FOR DISPOSAL AND
PLACE IN DESIGNATED AREAS FOR HAZARDOUS MATERIAL:
1. TREATED, STAINED, PAINTED, OR CONTAMINATED WOOD
F. SEQUENCE WORK TO MINIMIZE USE OF TEMPORARY HVAC
TO DRY OUT BUILDING AND CONTROL HUMIDITY.
FINISH CARPENTRY SECTION 06200
PROVIDE MISCELLANEOUS FINISH CARPENTRY ITEMS AS SHOWN
ON THE DRAWINGS.
INSTALLATION: INSTALL WORK PLUMB, LEVEL, TRUE AND
STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING
CONCEALED SHIMS. SCRIBE AND CUT TO FIT ADJOINING WORK.
INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING
FULL-LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE.
COPE AT RETURNS, MITER AT CORNERS, AND USE SCARF
JOINTS FOR END-TO-END JOINTS TO PROVIDE TIGHT FITTING
JOINTS WITH FULL SURFACE CONTACT THROUGHOUT LENGTH OF
JOINT.
ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATE WITH
COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING
WHERE POSSIBLE. ANCHOR COUNTERTOPS SECURELY TO
SUPPORT SYSTEMS AS INDICATED. AT DRYWALL PARTITIONS,
WHERE BLOCKING DOES NOT EXIT, USE ADHESIVE AND
PRE -DRILLED COUNTERSUNK TRIM -HEAD SHEET -METAL
SCREWS TO ATTACH FINISH CARPENTRY TO METAL STUDS. FILL
RECESS TO MATCH SURFACE COLOR OF WOOD.
1.02 INDOOR AIR QUALITY
A. SOME ENGINEERED WOOD PRODUCTS MADE WITH INTERIOR
GLUES CONTAIN UREA -FORMALDEHYDE. DO NOT USE WOOD
PRODUCTS CONTAINING UREA -FORMALDEHYDE BINDERS. OR
SEAL ALL SURFACES.
B. MACHINING PLASTIC PRODUCTS PRODUCES HAZARDOUS
DUST. PROTECT SURROUNDING AREAS FROM DUST. WEAR
APPROPRIATE PROTECTION.
PART 2 PRODUCTS
2.01 INTERIOR MILLWORK
A. BASE, CASING, TRIM INTERIOR RAIL AND WALL CAPS, AND
MISCELLANEOUS MILLWORK:
1. MATERIALS SUITABLE FOR CLEAR FINISH:
a. FSC -CERTIFIED, SOLID DIMENSIONAL LUMBER
b. SALVAGED, REMILLED LUMBER
B. PANELING
1. PLYWOOD:
a. FSC -CERTIFIED PLYWOOD
b. FSC -CERTIFIED FACE VENEERS OVER FORMALDEHYDE -FREE
MDF CORE
C. VENEER PANELS:
1. SUBSTRATE
a. FORMALDEHYDE -FREE MDF
b. STRAWBOARD: PARTICLEBOARD MADE FROM STRAW WITH
PMDI BINDERS
2. VENEERS. FSC -CERTIFIED
2.02 EXTERIOR MILLWORK
A. FASCIA, TRIM, SIDING, FENCING, LATTICE, AND
MISCELLANEOUS MILLWORK:
1. DIMENSIONAL LUMBER:
a. ROT -RESISTANT SPECIES SUCH AS CEDAR OR CYPRESS
LOCALLY AVAILABLE, ROT -RESISTANT SPECIES, FSC -CERTIFIED
CUSTOM CASEWORK SECTION 06400
PROVIDE SHOP -FABRICATED WOOD CASEWORK, FURNITURE
ITEMS, AND MISCELLANEOUS ITEMS AS INDICATED IN THE
DRAWINGS.
QUALITY ASSURANCE: COMPLY WITH AWI "QUALITY STANDARDS"
SECTION 400 FOR "CUSTOM" GRADE.
SUBMIT SHOP DRAWINGS TO SHOW LOCATION OF EACH ITEM,
DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE DETAILS,
ATTACHMENTS DEVICES AND OTHER COMPONENTS. THE
ARCHITECT'S REVIEW OF SUCH DRAWINGS WILL BE FOR DESIGN
CONFORMANCE ONLY.
VERIFY FIELD MEASUREMENTS AND PROVIDE DIMENSIONS FOR
SHOP DRAWINGS BEFORE FABRICATION.
CASEWORK MATERIALS: SHALL BE AS SHOWN ON THE
MILLWORK DRAWINGS.
GENERAL FABRICATION & ASSEMBLY:
SHOP FABRICATE CASEWORK TO DIMENSIONS, PROFILES, AND
DETAILS INDICATED ON SHOP DRAWINGS. WHERE NECESSARY
FOR FITTING AT SITE, PROVIDE AMPLE ALLOWANCE FOR
SCRUBBING, TRIMMING, AND FITTING. COMPLETE FABRICATION,
FINISHING, HARDWARE APPLICATION AND OTHER WORK BEFORE
SHIPMENT TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE.
SHOP ASSEMBLY: COMPLETELY ASSEMBLE COUNTERFRONT,
CABINETS, COUNTERTOPS, POSTS, AND GLAZING IN SHOP
PRIOR TO SHIPMENT TO PROJECT SITE. MAKE INDIVIDUAL ITEMS
IN SEQUENCE WITH REMOVABLE MATERIALS TO FACILITATE FIELD
ASSEMBLY.
FIELD INSTALLATION:
INSTALL CASEWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH
NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED
SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR
PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS
OF ADJOINING SURFACES. SCRIBE AND CUT TO FIT ADJOINING
WORK. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATES
WITH DISTORTION SO THAT CABINET DOORS FIT OPENINGS
PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE
TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE
OPERATION. ANCHOR COUNTERTOPS SECURELY TO BASE UNITS
AND OTHER SUPPORT SYSTEMS AS INDICATED.
ADJUST AND CLEAN: REPAIR DAMAGED AND DEFECTIVE
CASEWORK WHERE POSSIBLE TO ELIMINATE DEFECTS, WHERE
NOT POSSIBLE TO REPAIR, REPLACE CASEWORK. CLEAN,
LUBRICATE AND ADJUST HARDWARE FOR SMOOTH OPERATION.
A. CARCASSES AND SUBSTRATES:
1. MEDIUM -DENSITY FIBERBOARD: FORMALDEHYDE -FREE
2. FSC -CERTIFIED PLYWOOD
3. SOLID DIMENSIONAL LUMBER: FSC -CERTIFIED
4. AG -FIBER BOARD: FORMALDEHYDE -FREE
B. FACE FRAMES, DOORS, DRAWERS:
1. SOLID DIMENSIONAL LUMBER: FSC -CERTIFIED OR SALVAGED
2. VENEERS: WOOD: FSC -CERTIFIED
MISCELLANEOUS MATERIALS
A. ADHESIVES:
1. INTERIOR WOODWORK AND MILLWORK: LOW-VOC, FS
MMM -A -125C, TYPE II, WATER -AND MOLD RESISTANT. USE
ASTM D3110, DRY -USE TYPE FOR LAMINATED AND
FINGER -JOINTED MEMBERS, CERTIFIED IN ACCORDANCE WITH
ASTM C557 AND COMPLYING WITH REQUIRED VOC
REGULATIONS.
a. WATER-BASED CONTACT CEMENT
b. WATER-BASED CONSTRUCTION ADHESIVES
2. EXTERIOR MILLWORK: ANSI/HPMA HP1983, TYPE I,
AIR -CURE WATERPROOF TYPE. USE ASTM D3110, WET -USE
TYPE FOR LAMINATED AND FINGER -JOINTED MEMBERS.
WASTE MANAGEMENT
A. SEPARATE WOOD WASTE IN ACCORDANCE WITH THE WASTE
MANAGEMENT PLAN.
B. SEPARATE THE FOLLOWING CATEGORIES FOR SALVAGE OR
REUSE ON SITE:
1. SHEET MATERIALS LARGER THAN 2 SF
2. SOLID WOOD: a. TRIM LONGER THAN 16"
b. MULTIPLE OFFCUTS OF ANY SIZE LARGER THAN 12"
C. RECYCLE THE FOLLOWING CATEGORIES:
1. CLEAN, UNPAINTED ENGINEERED WOOD PRODUCTS
2. CLEAN, UNPAINTED DIMENSIONAL LUMBER
D. SEPARATE THE FOLLOWING CATEGORIES FOR DISPOSAL AND
PLACE IN DESIGNATED AREAS FOR HAZARDOUS MATERIALS:
1. TREATED, STAINED, PAINTED, OR CONTAMINATED WOOD.
BUILDING INSULATION SECTION 07200
PROVIDE AND INSTALL RIGID BOARD WALL INSULATION WITH
VAPOR BARRIER, WHERE INDICATED ON THE DRAWINGS AND AS
SPECIFIED HEREIN.
GLASS FIBER BLANKET BATT INSULATION: GLASS FIBERS
FORMED WITH BINDERS INTO RESILIENT FLEXIBLE BLANKETS OR
SEMI-RIGID BUTTS; ASTM C665 TYPES 1,11, OR 111, UNFACED
OR FACED UNITS AS INDICATED, DENSITIES OF NOT LESS THAN
0.5 LB. PER CU. FT., K- VALUE OF 0.27; MANUFACTURER'S
STANDARD LENGTHS AND WIDTHS AS REQUIRED TO COORDINATE
WITH SPACES TO BE INSULATED.
POLYETHYLENE VAPOR BARRIER: 6 -MIL POLYETHYLENE FILM
INSTALL INSULATION IN FULL THICKNESS AS SHOWN OVER
ENTIRE AREA TO BE INSULATED. CUT AND FIT TIGHTLY AROUND
OBSTRUCTIONS, AND FILL VOIDS WITH INSULATION. REMOVE
PROJECTIONS WHICH INTERFERE WITH PLACEMENT. INSTALL IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
MATERIALS
A. THERMAL BATT INSULATION
1. FORMALDEHYDE -FREE FIBERGLASS BATTS: MADE WITH LOWER
TOXICITY ACRYLIC RESIN.
2. STANDARD GLASS FIBER: MINIMUM 15% POST -CONSUMER
RECYCLED CONTENT, MINIMUM 30% TOTAL RECYCLED CONTENT
3. FACING:
a. FOIL: PROVIDE RADIANT BARRIER PROTECTION FROM GLASS
FIBERS
b. KRAFT PAPER
c. ENCAPSULATED: PROVIDES PROTECTION FROM GLASS FIBERS
d. UNFACED: USE FOR SOUND INSULATION OR WHEN A
SEPARATE VAPOR RETARDER IS USED.
B. RIGID BOARD INSULATION
1. CELLULAR GLASS FOAM: INERT, NONTOXIC, SUITABLE FOR
USE BELOW GRADE.
2.EXPANDED POLYSTYRENE: RECYCLED CONTENT MINIMUM 20%
3.EXTRUDED POLYSTYRENE: 5% RECYCLED CONTENT
METAL ROOF PANELS SECTION 07500
PART 1 - GENERAL
1.01 QUALITY ASSURANCE
A. MINIMUM 20 -YR PRODUCT WARRANTY FOR FINISH.
1.02 SUBMITTALS
B. SUBMIT DOCUMENTATION THAT PRODUCTS MEET ENERGY
STAR COOL ROOF REQUIREMENTS AND HAVE A EMISSIVITY OF
NO LESS THAN 0.9.
PART 2 - PRODUCTS
2.01 MATERIALS
A. ALUMINUM PANEL: MINIMUM 75% RECYCLED CONTENT
1. ARCHITECTURAL GRADE: 0.040" TO 0.125"
2. STRUCTURAL GRADE: 0.040" TO 0.125"
3. FINISH: MANUFACTURES RECOMMENDATION
B. FELT UNDERLAYMENT: MINIMUM 30% RECYCLED FIBER
CONTENT
C. FLASHING: SAME MATERIAL AS ROOFING OR MATERIAL
COMPATIBLE WITH ROOFING; AVOID NONCOMPATIBLE OR
DISSIMILAR METALS DUE TO RISK OF GALVANIC CORROSION.
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ARCHITECTURE INTERIOR DESIGN PLANNING
RONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4569 SW 75TH AVENUE
MIAMI, FLORIDA 33155
FISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVLNUL, 41H FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATED ARCHITFCTORE INC
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC UNLESS OTHERWISE PROVIDED
FOR MY CONTRACT THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
OFTRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED OY THE ARCHITECT/ETVGINEERS OF
RECORD
PHASE
PERMIT DRAWINGS
FILE NAME:
IM:\0605\C'D\SH E ET\GINRL\G-004.DWG
PROJECT NO
MA0605
DRAWN RY:
RAG
CHECKED RY
RJM
ISSUE DATE:
DECEM4ER 10, 2007
REVISIONS
SHEET TITLE
SPECIFICATIONS
SHEET: OF
G-004 6