24 010_ISSUED FOR ZONING

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 A.F.F. ADD. A.F.G. ABOVE FINISHED GRADE ABOVE FINISHED FLOOR ABOVE ANCHOR BOLT ACOU. C.O. CLKG. FTG. H.C. THD. ALUMINUM BUILDING BLOCKING CONCRETE MASONRY UNIT FIRE HOSE CABINET GLASS GROUND FAULT CIRCUIT INTERRUPTER LINEAR FEET JUNCTION LIGHT MANUFACTURER OPPOSITE PHASE PARTITION SPEAKER LEAD PAINT ABATEMENT 1. IN ADDITION TO REQUIREMENTS GOVERNING THE DISTURBANCE OF LEAD BASED PAINT, THE CONTRACTOR SHALL MEET ALL REQUIREMENTS ADOPTED BY THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (US EPA) FOR LEAD BASED PAINT RENOVATION, REPAIR AND PAINTING (RRP). 2. CONTRACTOR SHALL BE CERTIFIED BY US EPA IN THE APPROPRIATE CATEGORY TO PERFORM WORK INVOLVING LEAD BASE PAINT. 3. THIS CERTIFICATION SHALL BE SHOWN TO THE HOME OWNER OR OCCUPANT OF THE SPACE IN WHICH WORK IS BEING DONE. 4. CONTRACTOR SHALL PROVIDE THE OWNER OR OCCUPANT THE PAMPHLET "RENOVATE RIGHT: IMPORTANT LEAD HAZARD INFORMATION FOR FAMILIES, CHILD CARE PROVIDERS AND SCHOOLS". 5. IN ADDITION TO THE ABOVE EPA REQUIREMENTS, THE FOLLOWING PRACTICES SHALL NOT BE USED ON PAINTED SURFACES IN ALL RESIDENTIAL BUILDINGS THAT WERE CONSTRUCTED BEFORE 1978 UNLESS THE PAINTED SURFACE HAS BEEN TESTED AND FOUND TO BE FREE OF LEAD-BASED PAINT: A. OPEN FLAME BURNING OR THE USE OF HIGH TEMPERATURE (IN EXCESS OF 1100 DEGREES FAHRENHEIT) HEAT GUNS. B. POWER SANDING OR SANDBLASTING, UNLESS A SPECIAL HEPA (HIGH EFFICIENCY PARTICULATE AIR) FILTER EQUIPPED VACUUM ATTACHMENT IS USED TO CONTAIN DUST. C. UNCONTAINED WATER BLASTING OR POWER WASHING. D. DRY SCRAPING OR SANDING MORE THAN TWO SQUARE FEET PER ROOM (INTERIOR) OR 10 SQUARE FEET OR MORE PER BUILDING (EXTERIOR). E. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THE NECESSARY INFORMATION TO DETERMINE THE PRESENCE OF ANY LEAD BASED PAINT. CL or ℄ CH or A.B. AIR CONDITIONINGA/C ABV. ACT AG AHU AL. or ALUM. ALT. ANL ASPH. AVG B.M. B.O. B.O.F. B.U. BD. BLDG BLK. BLKG. BM. BR BRG. BRZ C.D. C.I.P. C.J. C.T. CAB CAM. CCTV CEM. CER CFM CKT. BKR. CLG. CLO./CL. CLR. CMU CNTRD. COL. COMB. CONC. CONST. CONT. CONTR. D.F. D.S. D/W DBL. DEMO DIA. or Ø DIAG. DIM. DL DN. DR E.A. E.F. E.J. EA. EL ELECT. ELEV. EQ. EQUIP. EST. EXC EXH. EXIST. or

KT. BKR. CLG. CLO./CL. CLR. CMU CNTRD. COL. COMB. CONC. CONST. CONT. CONTR. D.F. D.S. D/W DBL. DEMO DIA. or Ø DIAG. DIM. DL DN. DR E.A. E.F. E.J. EA. EL ELECT. ELEV. EQ. EQUIP. EST. EXC EXH. EXIST. or E EXT. F.A. F.C. F.C.O. F.D. F.E. F.N. F.O. F.S. F/G FAB. FACP FDC FDN. FHC FIN. FL FLG. FLUOR. FP FURN. G.I. GA. GALV. GAR. GFCI GFI GL GLB GM GM GYP. H.B. H/C H.M. HDBD. HGT. or HT. HDW HOR. HTR HW HYD. I.C. I.D. I.F. ID INCL. INSUL. INT. J-BOX JCT JT. L.E.D. L.FT./LIN. FT. LAM LAT. LAV LD. LIN. LINO. LT. LTG. LVL M.B. M.H. M.I. M.O. MAR. MAS. MAT'L MAX. MECH. MED. MFG. MFR. MIN. MISC. MOD MTL. MUL N.I.C. N.T.S. NCM NFC NLR. NO. NOM. O.C. O.D. O.H. O.R. OH OPNG. OPPO. P.C. P.LAM. P.O.C. PERP. or PH or Ø PLUMB. PLYWD. PORC. PERF. PREFAB. PSF PSI PTN. PVC PWR. QTY. R R.O. R.O.W. or R/W REF REF. REINF. REQ'D. RET. REV. RM RMV. S.C. S.D. S.O.V. S/L S/S SC SCHED. SECT. SH SIM. SPECS SPKR. SQ. FT. SQ. IN. STC STD. STL. SUSP. SW SYM SYS. T & G T.B. T.O. T.O.B. T.O.C. T.O.F. T.O.J. T.O.M. T.O.S. T.O.W. T.S. T.V. TEL. TH. THK. TLT. TRANS. TYP. UNF. UR V.B. V.I.F. VERT. W/C WDW WCT WP WT. W/ W/O WD. YD. ACOUSTIC ACOUSTICAL CEILING TILE ADDITION or ADDENDUM ABOVE GRADE AIR HANDLER UNIT ALTERNATE ANNEALED ASPHALT AVERAGE BENCH MARK BOTTOM OF BOTTOM OF FOOTING BUILT UP BOARD BLOCK BRASS BEAM BEARING BRONZE CONSTRUCTION DOCUMENTS CAST IN PLACE CONTROL JOINT CLEAN OUT CERAMIC TILE CABINET CAMBER CLOSED CIRCUIT TELEVISION CEMENT CERAMIC CUBIC FEET PER MINUTE CHANNEL CIRCUIT BREAKER CENTERLINE CEILING CAULKING CLOSET CLEAR CENTERED COLUMN COMBINATION CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR DRINKING FOUNTAIN DOWN SPOUT DISHWASHER DOUBLE DEMOLITION DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DOOR EXPANSION ANCHOR EXHAUST FAN EXPANSION JOINT EACH ELEVATION "ELECTRIC, ELECTRICAL" ELEVATOR EQUAL EQUIPMENT ESTIMATE EXCAVATE EXHAUST EXISTING EXTERIOR FIRE ALARM FAN COIL FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIELD NAILING FACE OF FLOOR SINK FIBERGLASS FABRICATE FIRE ALARM CONTROL PANEL FIRE DEPARTMENT CONNECTION FOUNDATION FINISH FLOOR FLOORING FLUORESCENT FIRE PROOF FOOTING FURNISH GALVANIZED IRON GAUGE GALVANIZED GARAGE GROUND FAULT INTERRUPTER GLUE LAMINATED BEAM GRADE MARK GATE VALVE GYPSUM HOSE BIBB HOLLOW CORE HOLLOW METAL HANDICAPPED HARDBOARD HARDWARE HEIGHT HORIZONTAL HEATER HOT WATER HYDRAULIC INTERCOM OUTLET INSIDE DIAMETER INSIDE FACE IDENTIFICATION "INCLUDE,

RK GATE VALVE GYPSUM HOSE BIBB HOLLOW CORE HOLLOW METAL HANDICAPPED HARDBOARD HARDWARE HEIGHT HORIZONTAL HEATER HOT WATER HYDRAULIC INTERCOM OUTLET INSIDE DIAMETER INSIDE FACE IDENTIFICATION "INCLUDE, INCLUSIVE" INSULATION INTERIOR JUNCTION BOX JOINT LIGHT EMITTING DIODE LAMINATE LATERAL LAVATORY LEAD LINEAR LINOLEUM LIGHTING LAMINATED VENEER LUMBER MACHINE BOLT MANHOLE MALLEABLE IRON MASONRY OPENING MARBLE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MANUFACTURING MINIMUM MISCELLANEOUS MODULAR METAL MULLION NOT IN CONTRACT NOT TO SCALE NON-CORROSIVE METAL NOT FOR CONSTRUCTION NAILER NUMBER NOMINAL ON CENTER OUTSIDE DIAMETER OVER HANG OUTSIDE RADIUS OVER HEAD OPENING PRECAST CONCRETE POINT OF CONNECTION PLASTIC LAMINATE PERPENDICULAR PLUMBING PORCELAIN PLYWOOD PERFORATED PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYLCLORIDE POWER QUANTITY RADIUS ROUGH OPENING RIGHT OF WAY REFRIGERATOR REFERENCE REINFORCED REQUIRED RETURN REVISION ROOM REMOVE SOLID CORE SMOKE DETECTOR SHUT OFF VALVE SKYLIGHT STAINLESS STEEL SELF CLOSING SCHEDULE SECTION SHEET SIMILAR SPECIFICATIONS SQUARE FEET SQUARE INCHES SOUND TRANSMISSION CLASS STANDARD STEEL SUSPENDED SWITCH SYMMETRICAL SYSTEM TONGUE AND GROOVE THROUGH BOLT TOP OF TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF JOIST TOP OF MASONRY TOP OF SLAB TOP OF WALL TUBE STEEL TELEVISION OUTLET TELEPHONE THRESHOLD THREADED THICK TOILET TRANSFORMER TYPICAL UNFINISHED URINAL VAPOR BARRIER VERIFY IN FIELD VERTICAL WATER CLOSET WINDOW WAINSCOT WEATHER PROOF WEIGHT WITH WITHOUT WOOD YARD VCT VINYL COMPOSITION TILE JOISTJST. ACOUSTICAL TILE CEILINGS 1. THIS SECTION INCLUDES CEILINGS COMPOSED OF ACOUSTICAL TILES AND SUSPENSION SYSTEMS. 2. SUBMIT EACH OF THE FOLLOWING: A. PRODUCT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. B. COORDINATION DRAWINGS FOR REFLECTED CEILING PLANS DRAWN ACCURATELY TO SCALE AND COORDINATING PENETRATIONS AND CEILING MOUNTED ITEMS. SHOW THE FOLLOWING: 1. CEILING SUSPENSION SYSTEM MEMBERS. 2. METHOD OF ATTACHING SUSPENSION SYSTEM HANGERS TO THE STRUCTURE. 3. INITIAL DIRECT ACCESS OPENINGS. 4. CEILING MOUNTED ITEMS INCLUDING LIGHT FIXTURES, AIR OUTLETS AND INLETS, SPEAKERS, SPRINKLERS, AND SPECIAL MOLDINGS AT WALLS, COLUMN PENETRATIONS AND OTHER JUNCTURES OF ACOUSTICAL CEILINGS WITH ADJOINING CONSTRUCTION. 5. MINIMUM DRAWING SCALE: 3/8 INCH = 1 FOOT. 3. SINGLE SOURCE RESPONSIBILITY: OBTAIN CEILING

DINGS AT WALLS, COLUMN PENETRATIONS AND OTHER JUNCTURES OF ACOUSTICAL CEILINGS WITH ADJOINING CONSTRUCTION. 5. MINIMUM DRAWING SCALE: 3/8 INCH = 1 FOOT. 3. SINGLE SOURCE RESPONSIBILITY: OBTAIN CEILING TILE AND GRID FROM A SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES WITHOUT DELAYING THE WORK. 4. COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL TILES AND SUSPENSION SYSTEM COMPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT, FIRE SUPPRESSION SYSTEM COMPONENTS AND PARTITION ASSEMBLIES. 5. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED, ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND ARE IDENTIFIED WITH LABELS CLEARLY DESCRIBING CONTENTS IN THE AMOUNT OF TWO (2) PERCENT OF EACH STYLE OR TYPE OF CEILING TILE AND SUSPENSION GRID INSTALLED. 6. INSTALL ACOUSTICAL TILE CEILINGS TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS, CISCA "CEILING SYSTEMS HANDBOOK", ASTM C 636 FOR STANDARDS FOR CEILING SUSPENSION SYSTEM INSTALLATION AND ASTM E 580 FOR SEISMIC RESTRAINT OF CEILING SUSPENSION SYSTEM. 7. FIT TILE TO FORM FLUSH, TIGHT JOINTS. SCRIBE AND CUT TILE FOR ACCURATE FIT AT BORDERS AND AROUND PENETRATIONS THROUGH TILE. 8. CLEAN EXPOSED SURFACES OF ACOUSTICAL TILE CEILINGS, INCLUDING TRIM, EDGE MOLDINGS AND SUSPENSION SYSTEM MEMBERS. REMOVE AND REPLACE TILES AND OTHER CEILING COMPONENTS THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. FLUSH WOOD DOORS 1. THIS SECTION INCLUDES: A. SOLID CORE DOORS WITH WOOD VENEER FACES. B. FACTORY FINISHING OF FLUSH WOOD DOORS. C. FACTORY FITTING FLUSH WOOD DOORS TO FRAMES AND FACTORY MACHINING FOR HARDWARE. 2. SUBMIT PRODUCT DATA FOR EACH TYPE OF DOOR, INCLUDING DETAILS OF CORE AND EDGE CONSTRUCTION, TRIM FOR OPENINGS AND LOUVERS AND FACTORY FINISHING SPECIFICATIONS. 3. SUBMIT SHOP DRAWINGS INDICATING LOCATION AND SIZE OF EACH DOOR, ELEVATION OF EACH KIND OF DOOR, DETAILS OF CONSTRUCTION, LOCATION AND EXTENT OF HARDWARE BLOCKING, FIRE RATINGS, REQUIREMENTS OF VENEER MATCHING, FACTORY FINISHING AND ALL OTHER PERTINENT DATA. 4. SUBMIT SAMPLES OF FACES OF FACTORY FINISHED DOORS WITH TRANS- PARENT FINISHES. SHOW THE FULL RANGE OF COLORS AVAILABLE FOR STAINED FINISHES. 5. QUALITY STANDARD TO BE "ARCHITECTURAL WOODWORK QUALITY STANDARDS" OF THE

F FACES OF FACTORY FINISHED DOORS WITH TRANS- PARENT FINISHES. SHOW THE FULL RANGE OF COLORS AVAILABLE FOR STAINED FINISHES. 5. QUALITY STANDARD TO BE "ARCHITECTURAL WOODWORK QUALITY STANDARDS" OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR GRADE OF DOOR, CORE, CONSTRUCTION, FINISH AND ALL OTHER REQUIREMENTS. 6. SINGLE SOURCE RESPONSIBILITY: OBTAIN ALL DOORS FROM ONE SOURCE AND BY A SINGLE MANUFACTURE. 7. WARRANTY: DOOR MANUFACTURER'S WARRANTY SHALL BE IN ADDITION TO AND RUN CONCURRENTLY WITH CONTRACTOR'S WARRANTY. SUBMIT WRITTEN AGREEMENT SIGNED BY DOOR MANUFACTURER AND CONTRACTOR AGREEING TO REPAIR OR REPLACE DEFECTIVE DOORS THAT HAVE WARPED, (BOW, CUP, OR TWIST) MORE THAN 1/4 INCH IN A 42 BY 84 INCH SECTION OR THAT SHOW TELEGRAPHING OF CORE CONSTRUCTION IN FACE VENEERS EXCEEDING 0.01 INCH IN A 3 INCH SPAN OR DO NOT CONFORM TO TOLERANCE LIMITATIONS OF THE REFERENCED QUALITY STANDARDS. 8. A. WARRANTY SHALL BE IN EFFECT FOR THE LIFE OF INSTALLATION FOR ALL INTERIOR SOLID CORE DOORS. 9. SOLID CORE DOORS SHALL BE AS FOLLOWS: A. FACE: WHITE OAK, PLAIN SLICED, UNLESS NOTED OTHERWISE ON THE DRAWINGS. B. GRADE: PREMIUM. C. CONSTRUCTION: 5 PLIES OR 7 PLIES. D. BONDING: STILES AND RAILS BONDED TO CORE, THEN ENTIRE UNIT ABRASIVE PLANED BEFORE VENEERING. 10. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. LOCATE HARDWARE TO COMPLY WITH DHI-WDHS-3. COMPLY WITH APPROVED HARDWARE SCHEDULE, APPROVED DOOR AND FRAME SHOP DRAWINGS, DHI-A115-W SERIES STANDARDS AND HARDWARE TEMPLATES. 11. TRANSOMS AND SIDE PANELS: FABRICATE MATCHING PANELS WITH THE SAME CONSTRUCTION, EXPOSED SURFACES AND FINISH AS SPECIFIED FOR ASSOCIATED DOORS. PROVIDE FACTORY INSTALLED SPRING BOLTS FOR CONCEALED ATTACHMENT INTO JAMBS OF METAL FRAMES. 12. REPLACE DOORS WITH DEFECTS. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. REHANG OR REPLACE DOORS THAT DO NOT SWING FREELY. REFINISH OR REPLACE DOORS DAMAGED DURING INSTALLATION. DOOR HARDWARE 1. THIS SECTION INCLUDES ITEMS KNOWN COMMERCIALLY AS FINISH OR DOOR HARDWARE THAT ARE REQUIRED FOR SWING, SLIDING AND FOLDING DOORS. 2. SUBMIT THROUGH CONTRACTOR REQUIRED PRODUCT DATA, FINAL HARDWARE SCHEDULE, SEPARATE KEYING SCHEDULE AND SAMPLES AS SPECIFIED IN THIS SECTION. 3. BASED ON REQUIREMENTS INDICATED IN CONTRACT DRAWINGS, FURNISH TYPES, FINISHES AND QUANTITIES OF DOOR HARDWARE INCLUDING FASTENERS AND

ARATE KEYING SCHEDULE AND SAMPLES AS SPECIFIED IN THIS SECTION. 3. BASED ON REQUIREMENTS INDICATED IN CONTRACT DRAWINGS, FURNISH TYPES, FINISHES AND QUANTITIES OF DOOR HARDWARE INCLUDING FASTENERS AND OWNER'S MAINTENANCE TOOLS REQUIRED TO COMPLY WITH SPECIFIED REQUIREMENTS AND AS NEEDED TO INSTALL AND MAINTAIN HARDWARE. FURNISH OR REPLACE ANY ITEMS OF DOOR HAREWARE RESULTING FROM SHORTAGES AND INCORRECT ITEMS AT NO COST TO THE OWNER. 4. SUBMIT PRODUCT DATA INCLUDING MANUFACTURER'S TECHNICAL PRODUCT DATA FOR EACH ITEM OF DOOR HARDWARE, INSTALLATION INSTRUCTIONS, MAINTENANCE OF OPERATING PARTS AND FINISH AND OTHER INFORMATION NECESSARY TO SHOW COMPLIANCE WITH REQUIREMENTS. 5. SUBMIT FINAL HARDWARE SCHEDULE CONTAINING THE FOLLOWING: A. TYPE, STYLE, FUNCTION, SIZE AND FINISH OF EACH HARDWARE ITEM. B. NAME AND MANUFACTURER OF EACH ITEM. C. FASTENINGS AND OTHER PERTINENT INFORMATION. D. LOCATION OF EACH HARDWARE SET CROSS REFERENCED TO INDICATIONS ON DRAWINGS. E. EXPLANATION OF ALL ABBREVIATIONS, SYMBOLS AND CODES THAT ARE CONTAINED IN THE SCHEDULE. F. MOUNTING LOCATIONS FOR HARDWARE. G. DOOR AND FRAME SIZES AND MATERIALS. H. KEYING INFORMATION. 6. KEYING: SUBMIT SEPARATE DETAILED SCHEDULE INDICATING CLEARLY HOW OWNER'S FINAL INSTRUCTIONS ON KEYING OF LOCKS HAS BEEN FULFILLED. 7. SINGLE SOURCE RESPONSIBILITY: OBTAIN EACH TYPE OF HARDWARE (LATCH AND LOCK SETS, HINGES, CLOSERS, ETC.) FROM A SINGLE MANUFACTURER. 8. SUPPLIER QUALIFICATIONS: A RECOGNIZED ARCHITECTURAL DOOR HARDWARE SUPPLIER, WITH WAREHOUSING FACILITIES IN THE PROJECT'S VICINITY, THAT HAS A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE FOR SUPPLYING DOOR HARDWARE SIMILAR IN QUANTITY, TYPE AND QUALITY TO THAT INDICATED FOR THIS PROJECT AND THAT EMPLOYS AN EXPERIENCED ARCHITECTURAL HARDWARE CONSULTANT (AHC) WHO IS AVAILABLE TO OWNER, ARCHITECT AND CONTRACTOR AT REASONABLE TIMES DURING THE COURSE OF THE WORK FOR CONSULTATION. 9. FIRE RATED OPENINGS: PROVIDE DOOR HARDWARE FOR FIRE RATED OPENINGS THAT COMPLIES WITH NFPA STANDARD NO. 80. PROVIDE ONLY ITEMS OF DOOR HARDWARE THAT ARE LISTED AND ARE IDENTICAL TO PRODUCTS TESTED BY UL, WARNOCK HERSEY, FM OR OTHER TESTING AND INSPECTING ORGANIZATIONS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 10. FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDED FOR OWNER'S CONTINUED ADJUSTMENT, MAINTENANCE, REMOVAL AND REPLACEMENT OF DOOR

O AUTHORITIES HAVING JURISDICTION. 10. FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDED FOR OWNER'S CONTINUED ADJUSTMENT, MAINTENANCE, REMOVAL AND REPLACEMENT OF DOOR HARDWARE. 11. FURNISH SCREWS FOR INSTALLATION WITH EACH HARDWARE ITEM. PROVIDE PHILLIPS FLAT-HEAD SCREWS EXCEPT AS OTHERWISE INDICATED. FINISH EXPOSED SCREWS TO MATCH HARDWARE FINISH. 12. PROVIDE CONCEALED FASTENERS FOR HARDWARE UNITS THAT ARE EXPOSED WHEN DOOR IS CLOSED EXCEPT TO THE EXTENT NO STANDARD UNITS OF TYPE SPECIFIED ARE AVAILABLE WITH CONCEALED FASTENERS. DO NOT USE THRU-BOLTS FOR INSTALLATION WHERE BOLT HEAD OR NUT ON OPPOSITE FACE IS EXPOSED IN OTHER WORK UNLESS THEIR USE IS THE ONLY MEANS OF REINFORCING THE WORK ADEQUATELY TO FASTEN THE HARDWARE SECURELY. WHERE THRU-BOLTS ARE USED AS A MEANS OF REINFORCING THE WORK, PROVIDE SLEEVES FOR EACH THRU-BOLT OR USE SEX SCREW FASTENERS. 13. PROVIDE PARALLEL ARMS FOR ALL OVERHEAD CLOSERS. 14. BARRIER FREE CLOSERS: PROVIDE ADJUSTABLE UNITS COMPLYING WITH ANSI A117.1 PROVISIONS FOR DOOR OPENING FORCE AND DELAYED ACTION CLOSING FOR ALL CLOSERS. 15. MOUNT HARDWARE IN ACCORDANCE WITH RECOMMENDATIONS FOUND IN "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY THE DOOR AND HARDWARE INSTITUTE. 16. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. 17. INSTRUCT OWNER'S PERSONNEL IN THE PROPER ADJUSTMENT AND MAINTENANCE OF DOOR HARDWARE AND HARDWARE FINISHES. GYPSUM BOARD ASSEMBLIES 1. THIS SECTION INCLUDES THE FOLLOWING: A. NON-LOAD BEARING STEEL FRAMING MEMBERS FOR GYPSUM BOARD ASSEMBLIES. B. GYPSUM BOARD ASSEMBLIES ATTACHED TO STEEL FRAMING. 2. STORE MATERIALS INSIDE UNDER COVER AND KEEP THEM DRY AND PROTECTED AGAINST DAMAGE FROM WEATHER, DIRECT SUNLIGHT, SURFACE CONTAMINATION, CORROSION, CONSTRUCTION TRAFFIC AND OTHER CAUSES. NEATLY STACK GYPSUM PANELS FLAT TO PREVENT SAGGING. 3. ROOM TEMPERATURES: FOR NON-ADHESIVE ATTACHMENT OF GYPSUM BOARD TO FRAMING, MAINTAIN NOT LESS THAN 40 DEGREES F. FOR ADHESIVE ATTACHMENT AND FINISHING OF GYPSUM BOARD, MAINTAIN NOT LESS THAN 50 DEGREES F FOR 48 HOURS PRIOR TO APPLICATION AND CONTINUOUSLY AFTER UNTIL DRY. DO NOT EXCEED 95 DEGREES F WHEN USING TEMPORARY HEAT SOURCES. 4. PROVIDE STEEL FRAMING MEMBERS

, MAINTAIN NOT LESS THAN 50 DEGREES F FOR 48 HOURS PRIOR TO APPLICATION AND CONTINUOUSLY AFTER UNTIL DRY. DO NOT EXCEED 95 DEGREES F WHEN USING TEMPORARY HEAT SOURCES. 4. PROVIDE STEEL FRAMING MEMBERS COMPLYING WITH THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A. STEEL STUDS AND RUNNERS: ASTM C 645 WITH FLANGE EDGES OF STUDS BENT BACK 90 DEGREES AND DOUBLED OVER TO FORM 3/16 INCH WIDE MINIMUM LIP (RETURN) AND COMPLYING WITH THE FOLLOWING REQUIREMENTS FOR MINIMUM THICKNESS OF BASE (UNCOATED) METAL AND FOR DEPTH: 1. THICKNESS: 0.0179 INCH, 25 GAUGE. 2. DEPTH: 3-5/8 INCHES. B. STEEL RIGID FURRING CHANNELS: ASTM C 645, HAT SHAPED, DEPTH AND MINIMUM THICKNESS OF BASE (UNCOATED) METAL AS FOLLOWS: 1. DEPTH: 1-1/2 INCHES. 2. THICKNESS: 0.0179 INCH, 25 GAUGE, UNLESS OTHERWISE NOTED. 5. PROVIDE GYPSUM BOARD OF TYPES INDICATED IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END TO END BUTT JOINTS AND AS FOLLOWS: A. REGULAR FOR VERTICAL SURFACES, UNLESS OTHERWISE INDICATED. B. TYPE X WHERE REQUIRED FOR FIRE RESISTIVE RATED ASSEMBLIES. C. SAG RESISTANT TYPE FOR CEILING SURFACES. D. EDGES: TAPERED. E. THICKNESS: 5/8 INCH UNLESS OTHERWISE INDICATED. 6. PROVIDE TRIM ACCESSORIES COMPLYING WITH ASTM C 1047 AND REQUIREMENTS INDICATED BELLOW: A. CORNERBEAD ON OUTSIDE CORNERS. B. LC-BEAD WITH BOTH FACE AND BACK FLANGES; FACE FLANGE FORMED TO RECEIVE JOINT COMPOUND. USE LC-BEAD FOR EDGE TRIM. C. ONE PIECE CONTROL JOINT FORMED WITH V-SHAPED SLOT WITH REMOVABLE STRIP COVERING SLOT OPENING. 7. LATEX ACOUSTICAL SEALANT: A. AC-20 FTR ACOUSTICAL AND INSULATION SEALANT, PECORA CORP. B. SHEETROCK ACOUSTICAL SEALANT, UNITED STATES GYPSUM CO. 8. SOUND ATTENUATION BLANKET: UNFACED FIBERGLASS BLANKET INSULATION COMPLYING WITH ASTM C 665 FOR TYPE 1: A. FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 75 AND 450, RESPECTIVELY, PER ASTM E 84. 9. POLYETHYLENE VAPOR RETARDER: ASTM D 4397, 6.O MILS, 0.13 PERMS WITH PRESSURE SENSITIVE TAPE TO SEAL EDGES AS RECOMMENDED BY MANUFACTURER OF VAPOR RETARDER. 10. EXAMINE SUBSTRATES TO WHICH GYPSUM BOARD ASSEMBLIES WILL BE ATTACHED FOR UNSATISFACTORY CONDITIONS. DO NOT PROCEED WITH INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. CONTRACTOR ASSUMES RESPONSIBILITY FOR CONDITION OF SUBSTRATE WHEN HE PROCEEDS WITH GYPSUM BOARD ASSEMBLY INSTALLATION. 11. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING TO SUPPORT FIXTURES,

TED. CONTRACTOR ASSUMES RESPONSIBILITY FOR CONDITION OF SUBSTRATE WHEN HE PROCEEDS WITH GYPSUM BOARD ASSEMBLY INSTALLATION. 11. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING TO SUPPORT FIXTURES, EQUIPMENT, GRAB BARS, TOILET ACCESSORIES AND ANY ITEM FASTENED TO OR HUNG ON A WALL OR CEILING. 12. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. 13. DO NOT BRIDGE BUILDING EXPANSION JOINTS AND CONTROL JOINTS WITH STEEL FRAMING OR FURRING MEMBERS. 14. INSTALLATION TOLERANCES: INSTALL EACH STEEL FRAMING MEMBER SO THAT FASTENING SURFACES DO NOT VARY MORE THAN 1/8 INCH FROM THE PLANE FORMED BY THE FACES OF ADJACENT FRAMING. 15. GYPSUM BOARD APPLICATION AND FINISHING STANDARDS: INSTALL AND FINISH GYPSUM PANELS TO COMPLY WITH ASTM C 840 AND GA-216. 16. INSTALL EDGE TRIM WHERE EDGE OF GYPSUM PANELS WOULD BE OTHERWISE EXPOSED OR SEMI-EXPOSED. PROVIDE EDGE TRIM TYPE WITH FACE FLANGE FORMED TO RECEIVE JOINT COMPOUND. 17. FOR ALL LEVELS OF GYPSUM BOARD FINISH, EMBED TAPE IN FINISHING COMPOUND PLUS TWO SEPARATE COATS APPLIED OVER JOINTS, ANGLES, FASTENER HEADS AND TRIM ACCESSORIES (NOT INCLUDING PREFILL). SAND BETWEEN COATS AND AFTER LAST COAT. 18. PROMPTLY REMOVE ALL RESIDUAL JOINT COMPOUND FROM ALL ADJACENT SURFACES. STEEL DOORS AND FRAMES 1. THIS SECTION INCLUDES THE FOLLOWING: A. DOORS: FLUSH, HOLLOW OR COMPOSITE CONSTRUCTION STANDARD STEEL DOORS FOR INTERIOR OR EXTERIOR LOCATIONS. B. FRAMES: PRESSED STEEL FRAMES FOR DOORS, TRANSOMS, SIDELIGHTS, GLAZED PANELS OTHER INTERIOR OR EXTERIOR OPENINGS. 2. SUBMIT PRODUCT DATA FOR EACH TYPE OF DOOR AND FRAME,INCLUDING DETAILS OF CORE AND EDGE CONSTRUCTION, TRIMFOR OPENING, FIRE RATING WHERE REQUIRED AND SOUND RATINGS, WHERE REQUIRED. 3. SUBMIT SHOP DRAWINGS INDICATING LOCATION AND SIZE OF EACH DOOR, ELEVATION OF EACH KIND OF DOOR, DETAILS OF CONSTRUCTION, LOCATION AND EXTENT OF HARDWARE BLOCKING, FIRE RATINGS, REQUIREMENTS OF VENEER MATCHING, FACTORY FINISHING AND ALL OTHER PERTINENT DATA. 4. QUALITY STANDARD TO BE STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS STANDARD STEEL DOOR AND FRAMES" ANSI/SDI-100 AND AS SPECIFIED HEREIN. 5. COMPLY WITH NFPA 80 FOR FIRE RATED DOOR ASSEMBLIES AND BE LISTED BY UL, FACTORY MUTUAL OR WARNOCK HERSEY. 6. AT STAIR ENCLOSURES, PROVIDE DOORS WHICH HAVE TEMPERATURE RISE RATING OF 450 DEG. MAX. IN 30 MINUTES OF FIRE EXPOSURE. 7.

ATED DOOR ASSEMBLIES AND BE LISTED BY UL, FACTORY MUTUAL OR WARNOCK HERSEY. 6. AT STAIR ENCLOSURES, PROVIDE DOORS WHICH HAVE TEMPERATURE RISE RATING OF 450 DEG. MAX. IN 30 MINUTES OF FIRE EXPOSURE. 7. DELIVER DOORS AND FRAMES CARDBOARD WRAPPED OR CRATED TO PROVIDE PROTECTION DURING TRANSIT AND JOB STORAGE. 8. INSPECT DOORS AND FRAMES UPON DELIVERY FOR DAMAGE. REMOVE AND REPLACE DAMAGED ITEMS. 9. STORE DOORS UNDER COVER AT SITE. DO NOT PERMIT DOORS AND FRAMES TO BECOME WET. 10. HOT ROLLED STEEL SHEETS: COMMERCIAL QUALITY CARBON STEEL, COMPLYING WITH ASTM A 569 AND ASTM A 568. 11. COLD ROLLED STEEL SHEETS: COMMERCIAL QUALITY CARBON STEEL, COMPLYING WITH ASTM A 366 AND ASTM A 568. 12. GALVANIZED STEEL SHEETS: ZINC COATED CARBON STEEL SHEETS OF COMMERCIAL QUALITY, COMPLYING WITH ASTM A 526, OR DRAW QUALITY, ASTM A 642, HOT DIPPED GALVANIZED PER ASTM A 525 WITH A60 OR G60 COATING DESIGNATION, MILL PHOSPHATIZED. 13. PRIME WITH RUST INHIBITIVE PAINT, SUITABLE FOR SPECIFIED PAINT, COMPLYING WITH ANSI A224.1, "TEST PROCEDURES AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL SURFACES FOR STEEL DOORS AND FRAMES" 14. INTERIOR DOORS SHALL MEET ANSI/SDI-100 GRADE I, STANDARD DUTY, 1-3/4 INCH THICK, MODEL 3, SEAMLESS. 15. EXTERIOR DOORS SHALL MEET THE SAME STANDARD AS INTERIOR DOORS BUT BE GALVANIZED. 16. FRAMES SHALL BE MINIMUM 18 GAGE COLD ROLLED STEEL, FABRICATED WITH MITERED CORNERS FOR KNOCKED DOWN FIELD ASSEMBLY AND BE DRILLED FOR 3 SILENCERS ON STRIKE JAMBS. PROVIDE 26 GAGE PLASTER GUARD AT BACK OF HARDWARE CUTOUTS. 17. CLEARANCES: NOT MORE THAN 1/8 INCH AT JAMBS AND HEADS AND NOT MORE THAN 3/4 INCH AT BOTTOM. 18. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED SECURELY. 19. INSTALL AT LEAST 3 WALL ANCHORS PER JAMB. 20. FIT HOLLOW METAL DOORS ASSEMBLY IN FRAMES WITH CLEARANCES SPECIFIED IN ANSI/SDI-100. 21. FINAL ADJUSTMENT: CHECK AND READJUST OPERATING HARDWARE ITEMS, LEAVING STEEL DOORS AND FRAMES UNDAMAGED AND IM COMPLETE AND PROPER OPERATING CONDITION. GENERAL NOTES 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION AND SCHEDULING OF ALL SUBCONTRACTORS, INCLUDING ALL WORKERS OF OWNER'S AND TENANT'S VENDORS. 2. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION PERMITS. 3. GENERAL CONTRACTOR AND ALL OF HIS SUBCONTRACTORS SHALL VISIT THE SITE AND EVALUATE THE EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE EXISTING SITE CONDITIONS