Midwestern Engineers, Inc. Plan Preview

u w C w 0 u w u ' N 0 " ' 0 0 w " < N C 0 w �, < 0 a: �· w "" � 0 w " � w > a; cO ., Nu "' • 0 NO 00 r:::a:g �� 00 0 · � •• � tu -" Sc c, ::i8 �� OD -< j!:y cN 0 . ££ 0 . <c Dlj\/lSION 03 - CONCRETE 1. REINFORCEMENT: REINFORCING BARS: ASTM A 615, GRADE 60, DEFORMED. WELDED WIRE FABRIC (W.W.F): ASTM A 185, PLAIN, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS. 2. ACCESSORIES: JOINT DOWEL BARS: ASTM A 615, GRADE 60, PLAIN-STEEL BARS OR DEFORMED BARS AS NOTED ON DRAWINGS. SLIP DOWEL SYSTEM: COMPRISED OF A REUSABLE BASE AND A PLASTIC SLEEVE MANUFACTURED FROM POLYPROPYLENE PLASTIC SIMILAR OR EQUAL TO SIKAI!• SPEED DOWEL. EXPANSION JO!NT-FILLER STRIPS: ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF-EXPANDING CORK. BONDING AGENT: ASTM C 1059, TYPE II, NONREDISPERSIBLE, ACRYLIC EMULSION OR STYRENE BUTADIENE. EPOXY BONDING ADHESIVE: ASTM C 881, TWO-COMPONENT EPOXY RESIN, CAPABLE OF HUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS SUITABLE FOR APPLICATION TEMPERATURE AND OF GRADE TO SUIT REQUIREMENTS, AND AS FOLLOWS: TYPES I AND II, LOAD BEARING, FOR BONDING HARDENED OR FRESHLY MIXED CONCRETE TO HARDENED CONCRETE SIMILAR OR ENGINEER APPROVED EQUAL TO SJKA CORPORATION; SIKADUR 32 HI-MOD. EPOXY ANCHORING ADHESIVE: ASTM C 881, TWO-COMPONENT EPOXY RESIN, TYPES 1,11. IV, V, GRADE 3, CLASS B & C, SIMILAR OR EQUAL TO SIMPSON STRONG-TIE SET-3G 3. CONCRETE MATERIALS: PORTLAND CEMENT: ASTM C 150, TYPE I, GRAY. FLY ASH: ASTM C 618 CLASS F. SLAG CEMENT: ASTM C 989, GRADE 100 OR 120. BLENDED HYDRAULIC CEMENT: ASTM C 595, TYPE IP, PORTLAND-POZZOLAN CEMENT. NORMAL-WEIGHT AGGREGATES: ASTM C 33, CLASS 3M COARSE AGGREGATE OR BffiER, GRADED. (1-INCH MAX SIZE NOMINAL UNLESS NOTED OTHERWISE.) FINE AGGREGATE: FREE OF MATERIALS WITH DELCTERIOUS REACTIVITY TO ALKALI IN CEMENT. AIR-ENTRAINING ADMIXTURE: ASTM C 260. CHEMICAL ADMIXTURES: CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT DO NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITIED IN HARDENED CONCRETE. WATER- REDUCING ADMIXTURE: ASTM C 494, TYPE A WATER-REDUCING AND RETARDING ADMIXTURE: ASTM C 494, TYPE D HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE F WATER-REDUCING AND ACCELERATING ADMIXTURES: ASTM C 494, TYPE E WATER: ASTM C 94 AND POTABLE. 4. CURING MATERIALS: ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. WHEN DRY. MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP-POLYETHYLENE SHEET. WATER: POTABLE. CLEAR, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS 8, DISSIPATING, SIMILAR OR EQUAL TO CHEMMASTERS, INC, SAFE-CURE CLEAR DR. CLEAR, SOLVENT-BORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND: ASTM C 1315, TYPE 1, CLASS A, SIMILAR OR EQUAL TO CHEMMASTERS, INC, SPRAY-CURE & SEAL 25-A. (EXTERIOR USE) CLEAR, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND: ASTM C 1315, TYPE 1, CLASS A, SIMILAR OR EQUAL TO CHEMMASTERS, INC, SAFE-CURE & SEAL EPX. (INTERIOR USE) 5. CONCRETE MIXTURES FOR BUILDING ELEMENTS: FOUNDATION WALLS & FOOTINGS: NORMAL-WEIGHT CONCRETE. MINIMUM COMPRESSIVE STRENGTH: 4,000 PSI AT 28 DAYS. MAXIMUM W/C RATIO: 0.48. EXPOSURE CATEGORY: F2 SLUMP LIMIT: 3 INCHES MAXIMUM FOOTINGS; 4 INCHES MAXIMUM WALLS AIR CONTENT: 6 PERCENT FOR 1-INCH NOMINAL MAXIMUM AGGREGATE SIZE. INTERIOR SLAB-ON-GRADE; NORMAL-WEIGHT CONCRETE. MINIMUM COMPRESSIVE STRENGTH: 4,500 PSI AT 28 DAYS MAXIMUM W/C RATIO: 0.45. EXPOSURE CATEGORY: Fl MINIMUM CEMENTITIOUS MATERIALS CONTENT: 611 LB./CU. YD. SLUMP LIMIT: 5 INCHES MAXIMUM. MAXIMUM AGGREGATE SIZE: 1 INCH AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWEL-FINISHED FLOORS TO EXCEED 3 PERCENT. EXTERIOR SLAB-ON-GRADE: NORMAL-WEIGHT CONCRETE. MINIMUM COMPRESSIVE STRENGTH: 4,500 PSI AT 28 DAYS. MAXIMUM W/C RATIO: 0.45. EXPOSURE CATEGORY: F3 APPROXIMATE CEMENTITIOUS MATERIALS CONTENT: 611 LB./CU. YD. SLUMP LIMIT: 5 INCHES. MAXIMUM AGGREGATE SIZE: 1 INCH AIR CONTENT: 6 PERCENT FOR 1-INCH NOMINAL MAXIMUM AGGREGATE SIZE. MINIMUM SYNTHETIC FIBER DOSAGE: 0.75 LB./CU. YD. 6. CONCRETE TESTING: CONNCRETE COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C39. COPIES OF THE TEST RESULTS SHALL BE FORWARDED TO THE ENGINEER/OWNER. ONE SET OF SPECIMENS SHALL BE TAKEN FOR EACH DAY'S POUR OF APPRECIABLE SIZE ANO FOR EACH 50 CUBIC YARDS (100 CUBIC YARDS FOR MASS CONCRETE) IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C31. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS ANO ONE SPECIMEN RETAINED IN RESERVE. TWO ADDITIONAL RESERVE SPECIMENS SHALL BE RETAINED FOR ALL MASS CONCRETE POURS. THESE TEST CYLINDERS SHALL BE LABORATORY CURED. FOR MASS CONCRETE POURS, THESE TEST CYLINDERS SHALL REMAIN ON-SITE FOR 48 HOURS BEFORE BEING TRANSPORTED TO THE TESTING LAB. WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PERIOD, IT SHALL BE PLACED ANO CURED IN ACCORDANCE WITH THE LATEST EDITION OF COLO WEATHER CONCRETING (ACI 306R) ANO AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE. FOR MASS CONCRETE, THIS SET OF ADDITIONAL TEST CYLINDERS SHALL CONSIST OF FOUR SPECIMENS FOR EACH 200 CUBIC YARDS OF CONCRETE PLACED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS. CONCRETE MIXED, TRANSPORTED, PLACED, AND CURED UNDER CONDITIONS OF HIGH AMBIENT TEMPERATURE, LOW HUMIDITY, SOLAR RADIATION, OR HIGH WINOS SHALL CONFORM TO THE LATEST EDITION OF HOT WEATHER CONCRETING (ACI 305R) ANO AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE. FOR MASS CONCRETE, THIS SET OF ADDITIONAL TEST CYLINDERS SHALL CONSIST OF FOUR SPECIMENS FOR EACH 200 CUBIC YARDS OF CONCRETE PLACED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, ANO CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS. SLUMP TESTS SHALL BE MADE PRIOR TO ANO FOLLOWING THE ADDITION OF PLASTICIZERS. WHERE CONCRETE IS PLACED BY PUMPING METHODS, CONCRETE FOR TEST CYLINDERS AND SLUMP TESTS SHALL BE TAKEN AT THE POINT OF FINAL PLACEMENT. 7, CONCRETE PLACING, CURING, & FINISHING: WATER SHALL NOT BE ADDEO TO THE CONCRETE AT THE JOB SITE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING A PUMPABLE ANO WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOB SITE. THE USE OF PLASTICIZERS, RETARDANTS ANO OTHER AOOITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS IS PROHIBITED. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING ANO TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES SHALL CONFORM TO THE LATEST EDITIONS OF ACI 302.1R ANO ACI 304R (GUIDE FOR MEASURING, MIXING, TRANSPORTING ANO PLACING CONCRETE). MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 5 DAYS AT AMBIENT TEMPERATURES ABOVE 70 DEGREES, AND AT LEAST 7 DAYS AT AMBIENT TEMPERATURES ABOVE 50 DEGREES. CURING COMPOUNDS OR MOISTURE RETENTION COVERS SHALL BE USED FOR ALL NONFORMEO SURFACES. FORMED SURFACES SHALL BE CURED BY LEAVING FORMS IN PLACE. DURING HOT, ORY WEATHER, KEEP FORMS MOIST BY SPRINKLING. WHEN FORMS ARE REMOVED PRIOR TO THE ENO OF THE CURING PERIOD, APPLY CURING COMPOUND TO THE EXPOSED SURFACES. ALL INTERIOR SLABS SHALL RECEIVE A HARO ·'TROWELED FINISH". EXTERIOR SLABS, SIDEWALKS, ANO STOOPS SHALL RECEIVE A "BROOM (OR OTHER TYPE OF SLIP RESISTANT) FINISH'·. ALL FORMED SURFACES NOT EXPOSED TO PUBLIC VIEW SHALL RECEIVE A "ROUGH FORM FINISH", EXPOSED SURFACES SHALL RECEIVE A "SMOOTH FORM FINISH" CONCRETE FINISHES SHALL BE AS DEFINED IN ACI 301. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, ORY DAYS OR ANY TIME PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, PLASTIC MEMBRANES OR FOGGING. CONSTRUCTION JOINTS AND/OR CONTRACTION JOINTS AT LOCATIONS OTHER THAN WHERE INDICATED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIVISION 04 - MASONRY 1. CONCRETE MASONRY UNITS (CMU): STANDARD UNITS WITH NOMINAL FACE DIMENSION OF 16" WIDE x 8" HIGH ANO NOMINAL DEPTHS AS INDICATED ON THE DRAWINGS FOR SPECIFIC LOCATIONS (4", 6", 8"). PROVIDE BULLNOSE CMU FOR ALL INTERIOR EXPOSED INSIDE CORNER LOCATIONS. PROVIDE ALL ACCESSORIES FOR A COMPLETE INSTALLATION (MORTAR, JOINT REINFORCEMENT, WALL REINFORCEMENT, TWO-PIECE WALL TIES, ANCHORS, FLASHINGS, CONTROL JOINTS, JOINT FILLER, CAVITY MORTAR CONTROL, DRIP EDGE, WEEPS, ETC.) 2 CMU CONTROL/EXPANSION JOINTS, CMU CONTROL/EXPANSION JOINTS TO BE RS - SERIES RUBBER CONTROL JOINT, RS-8 AND RS-12 AS MANUFACTURED BY HOHMANN & BARNARD, INC. 3. LADDER JOINT REINFORCEMENT, LADDER JOINT REINFORCEMENT TO BE 220 LADDER-MESH BY HOHMANN & BARNARD, INC. FINISH TO BE MILL GALVANIZED COATING. WIRE SIZE TO BE (S) STANDARD WEIGHT 9 GAUGE SIDE RODS x 9 GAUGE CROSS ROOS. FOR BLOCK SIZES 6", 8" ANO 12". USE PREFABRICATED CORNERS ANO PREFABRICATED TEES. 4. SINGLE-WYTHE CMU FLASHING SYSTEM: SINGLE-WYTHE CMU FLASHING SYSTEM SIMILAR OR EQUAL TO MORTAR NET SOLUTIONS "BLOCKFLASH" & SHALL CONSIST OF CMU CELL FLASHING PANS ANO INTERLOCKING CMU WEB COVERS MADE FROM UV-RESISTANT, HIGH-DENSITY POLYETHYLENE. CELL FLASHING PANS HAVE INTEGRAL WEEP SPOUTS DESIGNED TO BE BUILT INTO MORTAR BED JOINTS ANO THAT EXTEND INTO THE CELL TO PREVENT CLOGGING WITH MORTAR. DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 1. TREATED LUMBER: PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA U1: USE CATEGORY UC2 FOR INTERIOR CONSTRUCTION NOT IN CONTACT WITH GROUND. USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION NOT IN CONTACT WITH GROUND. USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH GROUND (0.60 RETENTION.) PRESERVATIVE CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION ANO CONTAINING NO ARSENIC OR CHROMIUM. FOR EXPOSED ITEMS INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, CHEMICAL FORMULATIONS SHALL NOT REQUIRE INCISING, CONTAIN COLORANTS, BLEED THROUGH, OR OTHERWISE ADVERSELY AFFECT FINISHES. KILN-DRY LUMBER AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. DO NOT USE MATERIAL THAT IS WARPED OR THAT DOES NOT COMPLY WITH REQUIREMENTS FOR UNTREATED MATERIAL. 2. WALL & ROOF SHEATHING: PLYWOOD WALL SHEATHING, APA RATED, DOC PS1 OR DOC PS2, EXPOSURE I SHEATHING. SPAN RATING: NOT LESS THAN 32/16. NOMINAL THICKNESS: NOT LESS THAN 1/2 INCH PLYWOOD ROOF SHEATHING, APA RATED, DOC PS1 OR DOC PS2. EXPOSURE 1 SHEATHING. SPAN RATING: NOT LESS THAN 32/16. NOMINAL THICKNESS: NOT LESS THAN 5/8 INCH DIVISION 07 - THERMAL & MOISTURE PROTECTION 1. GENERAL INTERIOR JOINT SEALANTS/CAULKS: JOINT SEALANTS/CAULKS SHALL BE ALEX PLUS, ACRYLIC LATEX CAULK PLUS SILICONE. COLOR SHALL MATCH OR BLEND WITH THE SURFACES BEING CAULKED. JOINT SEALANT/CAULK SHALL BE MULTI-PURPOSE, HIGHLY FLEXIBLE, ANO DURABLE WITH AN EXCELLENT ADHESION. JOINT SEALANT/CAULK SHALL BE PAINTABLE, SHALL HAVE A 35 YEAR DURABILITY GUARANTEE, ANO SHALL MEET OR EXCEED ASTM SPECIFICATION C 834. PROVIDE BACKER RODS AND PRIMERS WHERE REQUIRED. 2 MASONRY CONTROL JOINT SEALANT, A HIGH-PERFORMANCE, HIGH MOVEMENT, SINGLE-COMPONENT, MEDIUM MODULUS, LOW-VOC, UV-STABLE, NON-SAG POLYURETHANE SEALANT SUCH AS DYMONIC 100 BY TREMCO. PROVIDE BACKING MATERIAL AS REQUIRED FOR DEEP PENETRATIONS / JOINTS, INSTALL PER MANUFACTURER'S INSTRUCTIONS. COLORS TO BE GRAY. 3. BITUMINOUS COATING: BITUMINOUS COATING SHALL BE SIMILAR OR EQUAL TO "BITHUTHENE 3000" WATERPROOF MEMBRANE BY GRACE CONSTRUCTION PRODUCTS. 4. UNOERSLAB VAPOR BARRIER: UNOERSLAB VAPOR BARRIER SHALL BE PERMINATOR, 15 MIL: 12'-0" WIDE , 200'-0" LONG AS MANUFACTURED BY W.R. MEADOWS, INC. SEAL SEAMS WITH SELF-ADHESIVE PERMINATOR VAPOR-MAT TAPE. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOAMED-IN-PLACE MASONRY WALL INSULATION: CORE-FILL 500 AS MANUFACTURED BY TAILORED CHEMICAL PRODUCTS. NONCOMBUSTIBLE, CLASS A BUILDING MATERIAL WITH AN R-VALUE OF 4.91 PER INCH ANO STC RATING OF 53. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. FILL CORE TO FULL HEIGHT OF WALL, COORDINATE WITH WALL REINFORCING ANO GROUTING LOCATIONS. 6. ROOF INSULATION, UNFACED GLASS-FIBER BLANKET AS MANUFACTURED BY OWENS CORNING. PROVIDE THICKNESS FOR R-VALUE OF 38. ASTM C 665, TYPE I; WITH MAXIMUM FLAME-SPREAD ANO SMOKE-DEVELOPED INDEXES OF 25 ANO 50, RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 7 FOUNDATION AND BELOW GRADE INSULATION: FOAMULAR 250 EXTRUDED POLYSTYRENE (XPS) RIGID FOAM INSULATION BY OWENS CORNING. 2" THICK, 25 PSI, TO PROVIDE A MINIMUM R-VALUE OF 10 BUTT EDGES ANO STAGGER JOINTS OF ADJACENT PANELS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. WEATHER RESISTIVE BARRIER (WRB): WRB TO BE TYi/EK COMMERCIALWRAP BY DUPONT. INCLUDE FLEXIBLE ADHESIVE FLASHING. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. 9. ALUMINUM SOFFIT PANEL : ALUMINUM SOFFIT PANELS TO BE SOLID SOFFIT PANELS & CENTER VENT (5.9 NFA/LF) AS NOTED ON DRAWINGS, 0.024 ALUMINUM, 12" WIDTH, AS MANUFACTURED BY QUALITY EDGE. PRE-FINISHED Q8DO TUFFTECH FINISH, COLOR AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. INCLUDE ALL TRIMS, FLASHING, & SEALANTS AS REQUIRED BY MANUFACTURER. 10. WALL METAL: WALL METAL TO BE GALV. STEEL IN ACCORDANCE WITH ASTM A653 CS TYPE B (G60), 0.016", TRUECEDAR CARBON TECH6D 10" BOARD & BATTEN VERTICAL SIDING, AS MANUFACTURED BY QUALITY EDGE. PRE-FINISHED "HD2 WOOD GRAIN" KYNAR 500 FINISH, COLOR AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. INCLUDE ALL TRIMS, FLASHING, & SEALANTS MATCHING WALL METAL IN COLOR & THICKNESS AS REQUIRED BY MANUFACTURER. 11. ROOF METAL ROOF METAL TO BE 29 GAGE EXPOSED-FASTENER METAL ROOF PANELS FORMED WITH RAISED 0.75" TALL TRAPEZOIDAL MAJOR RIBS SPACED AT 9" O.C. AND INTERMEDIATE STIFFENING RIBS SYMMETRICALLY SPACED BETWEEN MAJOR RIBS AS MANUFACTURED BY ··oc METALS, INC.", DC-RIB OR EQUAL. ROOF METAL TO BE ALUMINUM-ZINC�ALLOY-COATED (GALVALUME) STEEL SHEET COMPLYING WITH ASTM A 792, CLASS AZ50 COATING DESIGNATION & PREPAINTED BY THE COIL-COATING PROCESS TO COMPLY WITH ASTM A 755, PRE-FINISHED TWO-COAT FLUOROPOLYMER FINISH, COLOR AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. INCLUDE ALL TRIMS, RIDGE VENTS, FLASHING, CLOSURES, & SEALANTS TO ENSURE WEATHERTIGHT INSTALLATION. 12. GUTTERS & DOWNSPOUTS: SEAMLESS ALUMINUM GUTIER COIL, STANDARD 15", 0.032", GC3215, AS MANUFACTURED BY QUALITY EDGE. PRE-FINISHED Q80D TUFFTECH FINISH, COLOR AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. ALUMINUM DOWNSPOUT, 3" X 4" (3X4DP), 0.024", AS MANUFACTURED BY QUALITY EDGE. PRE-FINISHED Q800 TUFFTECH FINISH, COLOR AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. DIVISION 08 - OPENINGS 1. EXTERIOR HOLLOW METAL DOOR, EXTERIOR HOLLOW METAL DOOR TO BE STEELCRAFT L-SERIES DOOR L16, POLYS1YRENE CORE, SEAMLESS LF SERIES EDGE, TOP & BOTTOM SEAL. DOOR ASSEMBLY TO BE BETTER OR EQUAL TO MAXIMUM U VALUE OF 0.700. DOORS SHALL BE PHOSPHATIZED ANO RECEIVE ONE (1) COAT OF BAKED ON PRIME PAINT. 2. HOLLOW METAL DOOR FRAME: INTERIOR HOLLOW METAL DOOR FRAME SHALL BE F-SERIES, FLUSH, STANDARD DOUBLE RABBET FRAME, 16 GAUGE, COLD-ROLLED STEEL WITH 2" FACE FOR JAMBS, 2" OR 4" FACE FDR HEAD (REFER TO FRAME ELEVATIONS), AS MANUFACTURED BY STEELCRAFT MANUFACTURING. FRAMES SHALL HAVE WELDED CORNERS AND GROUND SMOOTH. MORTISE ANO ADEQUATELY REINFORCE FRAMES FOR REQUIRED HARDWARE. FRAMES SHALL BE PHOSPHATIZEO ANO RECEIVE ONE (1) COAT OF BAKED ON PRIME PAINT. FRAMES SHALL BE PROVIDED WITH APPROPRIATE ANCHORS, MINIMUM OF THREE (3) PER JAMB FOR DOORS UP TO 7'-0" TALL, FOUR (4) PER JAMB FOR DOORS TALLER THAN 7'-0". FRAMES SHALL HAVE FACTORY INSTALLED DOOR BUMPERS. DIVISION 09 - FINISHES 1. PAINTING, ALL PAINT PRODUCTS SHALL BE PREMIUM QUALITY LINES AS SUPPLIED BY SHERWIN-WILLIAMS. APPLICATION PROCEDURES SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR ENVIRONMENTAL CONDITIONS AND SURFACE PREPARATION. REMOVE HARDWARE, HARDWARE ACCESSORIES, LIGHT FIXTURES, ANO SIMILAR ITEMS WHICH ARE IN PLACE ANO WILL NOT BE PAINTED PRIOR TO PAINTING; OR PROVIDE SURFACE-APPLIED PROTECTION PRIOR TO SURFACE PREPARATION. AFTER PAINTING, REINSTALL OR REMOVE PROTECTION FROM ALL ITEMS. PROVIDE THE FOLLOWING PAINT SYSTEMS FOR THE VARIOUS SUBSTRATES AS INDICATED: CONCRETE ANO MASONRY: 1 COAT, PREPRITE BLOCK FILLER FINAL (TOP COAT): 2 COATS, SCUFF TUFF INTERIOR WATERBASEO ENAMEL, SEMI-GLOSS. PRE-PRIMED METALS, PRIME: 1 COAT, PRO INDUSTRIAL PRO-CRYL PRIMER FINAL (TOP COAT): 2 COATS. PRO INDUSTRIAL WATER BASED ALKYD URETHANE ENAMEL, SEMI-GLOSS STRUCTURAL STEEL: PRIME: 1 COAT, RECOATABLE EPOXY PRIMER FINAL (TOP COAT) 2 COATS, HI-SOLIDS POLYURETHANE, TWO-COMPONENT ALIPHATIC, ACRYLIC POLYURETHANE RESIN COATING, GLOSS DIVISION 10 - SPECIALTIES 1. WALL MOUNT FIRE EXTINGUISHER BRACKET: WALL MOUNT FIRE EXTINGUISHER BRACKET AS MANUFACTURED BY JL INDUSTRIES. BRACKET MODEL# MB846C WITH CHROME STRAP. MOUNT AT 48" AFF TO TOP OF BRACKET. PROVIDE ANO INSTALL 5 LB ABC FIRE EXTINGUISHER. 2. TOILET PARTITION: TOILET PARTITIONS SHALL BE FLOOR MOUNTED OVERHEAD-BRACED SOLID PLASTIC HINY HIDERS PARTITIONS AS MANUFACTURED BY SCRANTON PRODUCTS, OR APPROVED EQUAL. PARTITION DOORS (28" WIDE FOR STANDARD COMPARTMENTS, 36" WIDE FOR ADA AND AMBULATORY COMPARTMENTS), PANELS ANO PILASTERS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HDPE) RESINS. PARTITIONS TO BE FABRICATED FROM POLYMER RESINS COMPOUNDED UNDER HIGH PRESSURE, FORMING A SINGLE WATERPROOF, NONABSORBENT COMPONENT. DOORS, PANELS ANO PILASTERS TO BE 1" THICK WITH ALL EDGES ROUNDED TO A RADIUS. DOOR AND PANEL HEIGHT TO BE 55" ANO MOUNTED AT 14" AFF. ALUMINUM HEAT SINK TO BE FASTENED TO BOTTOM EDGES. COLOR TO BE BLACK - ORANGE PEEL FINISH. PILASTER SHOES TO BE 3" HIGH 20 GAUGE STAINLESS STEEL. HEAORAIL TO BE HEAVY-DUTY EXTRUDED 6463-T5 ALLOY ALUMINUM, CLEAR ANODIZED FINISH, FASTENED TO HEAORAIL BRACKETS WITH STAINLESS STEEL TAMPER RESISTANT TORX HEAD SEX BOLT ANO FASTENED AT THE TOP OF THE PILASTER WITH STAINLESS STEEL TAMPER RESISTANT TORX HEAD SCREWS. HEADRAIL BRACKETS TO BE 20 GAUGE STAINLESS STEEL WITH SATIN FINISH, SECURED TO WALL WITH STAINLESS STEEL TAMPER RESITANT TORX HEAD SCREWS. WALL BRACKETS TO BE CONTINUOUS ALUMINUM BRACKETS. DOORS TO HAVE 8" WRAP-AROUND HINGES, FABRICATED FROM HEAVY-DUTY EXTRUDED ALUMINUM. HINGES ARE TO BE THROUGH-BOLTED TO PILASTERS ANO DOORS WITH STAINLESS STEEL TAMPER RESISTANT TORX HEAD SEX BOLTS. STRIKE/KEEPER TO BE 6" HEAVY-DUTY EXTRUDED ALUMINUM 6436-T5 ALLOY WITH BRIGHT DIP ANOOIZED FINISH. SECURE TO PILASTERS WITH STAINLESS STEEL TAMPER RESISTANT TORX HEAD SEX BOLTS. BUMPER SHALL BE MADE OF EXTRUDED BLACK VINYL. LATCH MECHANISM TO HAVE SLIDE BOLT ANO BUTTON. EACH DOOR TO HAVE CHROME PLATED COAT HOOK ANO RADIUS. ADA DOOR TO ALSO HAVE DOOR PULL. 5. URINAL SCREEN, URINAL SCREEN TO BE 18" DEEP x 55" HIGH x 1" THICK WALL MOUNTED URINAL SCREEN AS MANUFACTURED BY SCRANTON PRODUCTS. SCREENS TO BE MOUNTED AT 14" AFF WITH CONTINUOUS WALL MOUNT BRACKETS AND TO BE BLACK - ORANGE PEEL FINISH TO MATCH TOILET PARTITIONS. ALUMINUM HEAT SINK TO BE FASTENED TO BOTTOM EDGES. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. WASTE RECEPTACLE (BRUTE 55 GAL), (QUANTITY 1) WASTE RECEPTACLE SHALL BE MODEL NUMBER 2655. BRUTE CONTAINER WITHOUT LID, GRAY PLASTIC #FG26550DGRAY, 26.4" DIAMETER, 33.0" HEIGHT, AS MANUFACTURED BY RUBBERMAID. ONE-PIECE, SEAMLESS CONSTRUCTION. RECEPTACLE SHALL HAVE A MINIMUM CAPACITY OF 55-GAL. PROVIDE DOLLY, MODEL NUMBER FG264DODBLA, BLACK PLASTIC. 18 2" DIAMETER x 6.6" HIGH. MECHANICAL ROOM / JANITOR'S CLOSET #117 (1). GENERAL CONSTRUCTION SPECIFICATIONS � < - z ..I o- � < <r:o ...ic a. � -<!C � ��W Q � <(Q�t;...z ..1 o a: C ::::> 0. o 0 CJ) � u. z (,) w CJ) :::: [[ ..I w C � <( a: z Cl� E-� w en 2 REVISIONS BID SET /'1 2024 Miriwestern En�inl'ers. In,. S02 \Wst Broadway Str�-.:t P.O. Bo� 2 < l5 loog<>0lc�. Jtl(lian;i .i755.l DATE AUGUST 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2024056-00 1 2 12 OF 12 FILE NUMBER 44270 Do Not Use Plan Previews for Take Off