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Home My WebLink AboutPLANETSCALE LIVING - FDP220004 - SUBMITTAL DOCUMENTS - ROUND 3 - ARCHITECTURAL DETAILSWa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' Planet Scale 906 E Stuart St, Fort Collins, CO # DRAWING LEGEND # AX.X # AX.X # AX.X GENERAL CONSTRUCTION NOTES: 1.DRAWINGS ARE MEANT TO SHOW INTENT ONLY, NOT EXACT DETAIL. THESE DRAWINGS ARE A "BUILDERS SET" AND INTENDED FOR THE USE ON AN EXPERIENCED AND WELL QUALIFIED CONTRACTOR WHO MAY INFER REASONABLE INFORMATION BASED ON EXPERIENCE COMMON IN THE INDUSTRY AND TRADES, QUALITY LEVEL IS A REQUIRED STANDARD. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD, OR CENTERLINE OF STRUCTURAL STEEL, UNLESS OTHERWISE NOTED. FIELD VERIFY ALL CONDITIONS OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATIONS BEFORE STARTING ANY WORK. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS WORK, INCLUDING THE LACK OF FIELD VERIFICATION OF EXISTING CONDITIONS. 2.ALL EXTERIOR WALLS TO BE MINIMUM 6" DIMENSION IF IN FRAME AND 8" IF IN CMU, TYPICAL. 3.ALL SHIM SPACES, AS SHOWN ON DOOR AND WINDOW DETAILS AND STOREFRONT, ARE TO BE COORDINATED IN THE FIELD WHEN CONSTRUCTED. 4.ALL GYPSUM BOARD USED IN WET AREAS, I.E.: JANITOR CLOSETS, REST ROOMS, ETC., SHALL RECEIVE WATER RESISTANT GYPSUM BOARD. ALL INTERIOR WALLS TO PENETRATE ABOVE THE CEILING A MINIMUM OF 4". 5.ALL SITE WORK TO BE IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PROJECTS SOILS REPORT. REFER TO THE CIVIL DRAWINGS FOR FINISH GRADING INFORMATION, TOP OF CURB ELEVATION, SITE DRAINAGE REQUIREMENTS, AND BUILDING HORIZONTAL AND VERTICAL CONTROLS. 6.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING THEIR OWN WORK WITH THAT OF OTHER TRADES. 7.ELECTRICAL AND MECHANICAL CONDITIONS ARE TO BE FIELD VERIFIED. ERRORS OR OMITS OF SUCH CONDITIONS WILL NOT BE ALLOWED. ALL WORK UNDER SUCH CONTRACTS TO BE IN COMPLIANCE WITH APPLICABLE LOCAL CODE REQUIREMENTS. 8.GLAZING CONTRACTOR SHALL FURNISH ALL BREAK METAL TRIM; AND SHALL FURNISH THE REQUIRED SHOP DRAWINGS AND CALCULATIONS FOR ALL STOREFRONT AND GLASS DESIGN PER APPLICABLE LOCAL CODE REQUIREMENTS. 9.ALL WORKMANSHIP TO BE WARRANTED FOR ONE FULL YEAR FROM DATE OF COMPLETION OF CONTRACT, ANY DAMAGE TO ADJOINING CONDITIONS DURING CONSTRUCTION ARE TO BE REPAIRED OR REPLACED AND WARRANTED BY CONTRACTOR AT CONTRACTOR EXPENSE. 10.ALL PENETRATIONS THROUGH FIRE WALLS SHALL BE SEALED BY THE TRADE MAKING THE PENETRATION, IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 11.ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 12.THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR THESE CONSTRUCTION DOCUMENTS. 13.SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. VICINITY MAP CODE ANALYSIS CREDITS: MEP ENGINEER LOREN PRIEST EE LLC 12005 ANTELOPE TRAIL PARKER, CO 80138 (303) 748-1189 loren@eeparker.com CIVIL ENGINEER GARRETT GOODLIN, P.E. HCI ENGINEERING 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 (303) 979-3900, ext. 211 GarrettGoodlin@haberergroup.com LANDSCAPE GREG ROESLER GMR | LANDSCAPE ARCHITECTURE 730 COLORADO BLVD. SUITE 200 DENVER, CO 80206 greg@gmr-la.com (720) 209-7244 OWNER PLANET SCALE LIMITED SERDAR BADEM, MATT SLATER 12933 REGAN LN SARATOGA, CA 95070 serdar.badem@gmail.com (310)-948-1948 ARCHITECT WAYNE D. ANDERSON, AIA, LLC 7825 W. ONTARIO PL LITTLETON, CO 80128 PHONE (303) 550-5678 FAX (303) 367-5354 Wayne@WAndersonAIA.com STRUCTURAL PEDRAM AMIN ISTA ENGINEERS 2100 WELTON ST, UNIT 1216 DENVER, CO 80205 ista.engineers@gmail.com (979) 739-2055 ARCHITECTURAL A0.0 COVER SHEET A0.1 SPECIFICATIONS A0.2a-d ENERGY COMPLIANCE REPORTS A1.1 SITE PLAN A2.0 DEMOLITION PLAN A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A3.1 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A5.3 BUILDING SECTIONS A5.4 BUILDING SECTIONS A5.5 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A7.1 OPENING SCHEDULES A8.1 INTERIOR ELEVATIONS DRAWING INDEX: MECHANICAL M0.1 SPEC AND LEGEND M1.0 FIRST FLOOR PLAN M2.0 SECOND FLOOR PLAN M3.0 DETAILS M4.0 COMCHECK M41.LOAD CALCS PLUMBING P0.1 SPECS AND LEGEND P1.0 UNDERGROUND WASTE PLAN P1.1 FIRST FLOOR WASTE PLAN P1.2 FIRST FLOOR WATER PLAN P2.0 SECOND FLOOR PLAN P3.0 DETAILS P4.0 ISOMETRICS ELECTRICAL E0.1 ONE-LINE NOTES AND SCHEDULES E1.0 POWER PLANS E2.0 PHOTOMETRIC PLAN E3.0 COMCHECK WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTCIVIL C1.0 COVER SHEET C1.1 EC - NOTES C1.2 HCI NOTES C1.2 SITE DEMO PLAN C2.0 SITE PLAN C2.1 GRADING PLAN C3.0 UTILITY PLAN C4.0 DETAILS C4.1 DETAILS C5.0 EROSION CONTROL C5.1 EC - DETAILS C5.2 EC - DETAILS LANDSCAPE L-1 TREE MITIGATION PLAN L-2 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS Codes used:2018 IRC 1) Classify the Building A) Occupancy Classification Occupancy Groups:R-2 B) Type of Construction Construction Type:V-B FULLY FIRE SPRINKLERED C) Location on Property Side yards on 4 Closeted PL = North 24 ft D) Allowable floor Area and increases per Section 506 ALLOWABLE Unlimited 1st floor Unit A (I bedroom)880 sf Unit B (2 bedroom)957 sf 2nd floor Unit C (1 bedroom)1,060 sf Unit D (2 bedroom)1,097 sf Total=3,994 sf E) Height and Number of Stories Per Table 503 Maximum allowed:3 Story 40 feet Proposed building height 24.5 feet F) Fire Alarm and Detection Under separate contract, but to include smoke and carbon monoxide detectors Alarm system, connected to a private security monitoring company. H) Exterior Walls R302 Wall < 5' to PL 0 Hour Fire Rating Projections <5' to PL 0 Hour Fire Rating Openings <5' 0 Hour Fire Rating Penetrations <5' 0 Hour Fire Rating I) Room areas R304 One habitable room > 120sf OK All habitable rooms > 70sf OK All habitable room > 7' Dim OK J) Ceiling Heights R305 All habitable room > 7' Dim OK Sloped ceilings in Habitable rooms 50% >7' ht OK Sloped ceilings in Habitable rooms >5' ht OK Bath 6'-8' at Fixtures OK K) Toilet Bath and Showers R307 Layout complies with R307 OK L) Glazing R308 Complies with R308.3.1 (1)OK Complies with R308.3.1 (2)OK M) Emergency Egress openings R310 Minimum opening sizes 5.7 sf OK Minimum opening height >24"OK Minimum opening width >20"OK Minimum opening height above floor >44" N) Window Wells Area > 5.7 sf OK Minimum Dimensions > 36"OK Depth > 44" ladder required OK O) Means of Egress R311 At least one door > 32"OK Hallways > 36"OK Stairways > 36"OK Stair headroom > 6'-8"OK Windows comply with R311.7.4 N/A Windows comply with R311.7.4.2 N/A Max risers < 7"OK Min Tread > 10"OK Handrails comply with R311.7.7 OK P) Guards R312 Provided at required locations OK Heights > 42"OK Rail spacing < 4" OK Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' PROJECT SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS: 01000 GENERAL REQUIREMENTS: INCLUDE ALL FEES, PERMITS, INSPECTION AS REQUIRED FOR THIS PROJECT. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES HAVING JURISDICTION. THE CONTRACTOR AND HIS SUB-CONTRACTORS ARE TO PROVIDE: ALL WORK REQUIRED FOR A COMPLETE AND USABLE FACILITY WHEN COMPLETE, ALL FIELD SUPERVISION. ALL FINISH MATERIALS SHALL CONFORM AND COMPLY WITH APPLICABLE FLAME SPREAD REQUIREMENTS OF GOVERNING CODE AND REGULATIONS. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL CONDITIONS OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS ARE MEANT TO SHOW INTENT ONLY NOT EXACT DETAIL. ALL DIMENSIONS SHOWN ARE TO FACE OF STUDS UNLESS OTHERWISE INDICATED. SUB-CONTRACTORS ARE TO FIELD VERIFY ALL CONDITIONS, LOCATIONS, AND HOOK UP REQUIREMENTS OF ALL EQUIPMENT, PRIOR TO ROUGH IN OF ANY WORK. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. 01040 PROJECT COORDINATION: INSPECTION OF CONDITIONS, REQUIRES THE INSTALLERS OF EACH MAJOR COMPONENT TO INSPECT BOTH THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN ACCEPTABLE MANNER. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TO THE EXTENT THAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL INDIVIDUAL COMPONENTS AT STANDARD MOUNTING HEIGHTS RECOGNIZED WITHIN THE INDUSTRY FOR THE PARTICULAR APPLICATION INDICATED. REFER QUESTIONABLE MOUNTING HEIGHT DECISIONS TO THE ARCHITECT FOR FINAL DECISION. LIMITING EXPOSURES: SUPERVISE CONSTRUCTION ACTIVITIES TO ENSURE THAT NO PART OF THE CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL, DANGEROUS, DAMAGING, OR OTHERWISE DELETERIOUS EXPOSURE DURING THE CONSTRUCTION PERIOD. 01045 CUTTING AND PATCHING: REQUIREMENTS FOR STRUCTURAL WORK: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT WOULD REDUCE THEIR LOAD-CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE OR CANNOT BE USED WHERE EXPOSED SURFACES ARE INVOLVED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS. BEFORE CUTTING EXISTING SURFACES, EXAMINE SURFACES TO BE CUT AND PATCHED AND CONDITIONS UNDER WHICH CUTTING AND PATCHING IS TO BE PERFORMED. TAKE CORRECTIVE ACTION BEFORE PROCEEDING, IF UNSAFE OR UNSATISFACTORY CONDITIONS ARE ENCOUNTERED. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF THE PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS. TAKE ALL PRECAUTIONS NECESSARY TO AVOID CUTTING EXISTING PIPE, CONDUIT OR DUCTWORK SERVING THE BUILDING, BUT SCHEDULED TO BE REMOVED OR RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO BYPASS THEM. CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED OR ADJOINING CONSTRUCTION IN GENERAL, WHERE CUTTING IS REQUIRED USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT HOLES AND SLOTS NEATLY TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. CUT THROUGH CONCRETE AND MASONRY USING A CUTTING MACHINE SUCH AS A CARBORUNDUM SAW OR DIAMOND CORE DRILL. COMPLY WITH REQUIREMENTS OF APPLICABLE SECTIONS OF DIVISION-2 WHERE CUTTING AND PATCHING REQUIRES EXCAVATING AND BACKFILLING. BY-PASS UTILITY SERVICES SUCH AS PIPE OR CONDUIT, BEFORE CUTTING, WHERE SERVICES ARE SHOWN OR REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED. CUT-OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE OR PLUG AND SEAL THE REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER AFTER BY-PASSING AND CUTTING. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE. WHERE PATCHING OCCURS IN A SMOOTH PAINTED SURFACE, EXTEND FINAL PAINT COAT OVER ENTIRE UNBROKEN CONTAINING THE PATCH, AFTER THE PATCHED AREA HAS RECEIVED PRIMER AND SECOND COAT. THOROUGHLY CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING IS PERFORMED OR USED AS ACCESS. REMOVE COMPLETELY PAINT, MORTAR, OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN PIPING, CONDUIT AND SIMILAR FEATURES BEFORE PAINTING OR OTHER FINISHING IS APPLIED. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION. 01300 SUBMITTALS: SUBMITTALS ARE ONLY REQUIRED IF THE PRODUCT BEING INSTALLED IS DIFFERENT THEN WHAT IS SPECIFIED HERE IN AND OR FROM WHAT THE OWNER HAS ALREADY APPROVED. COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION ACTIVITIES. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION ACTIVITIES TO AVOID DELAY. ALLOW SUFFICIENT REVIEW TIME SO THAT INSTALLATION WILL NOT BE DELAYED AS A RESULT OF THE TIME REQUIRED TO PROCESS SUBMITTALS, INCLUDING TIME FOR ALL RE-SUBMITALS. SHOP DRAWINGS INCLUDE FABRICATION AND INSTALLATION DRAWINGS, SETTING DIAGRAMS, SCHEDULES, PATTERNS, TEMPLATES AND SIMILAR DRAWINGS. DO NOT SUBMIT PRODUCT DATA UNTIL COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS HAS BEEN CONFIRMED. 01400 QUALITY CONTROL SERVICES: QUALITY CONTROL SERVICES INCLUDE INSPECTIONS AND TESTS AND RELATED ACTIONS INCLUDING REPORTS, PERFORMED BY INDEPENDENT AGENCIES, GOVERNING AUTHORITIES, AND THE CONTRACTOR. INSPECTION AND TESTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE INSPECTIONS, TESTS AND SIMILAR QUALITY CONTROL SERVICES, AS NORMALLY PROVIDED FOR, FOR A PROJECT OF THIS SCOPE AND REQUIRED BY GOVERNING AUTHORITIES. THESE SERVICES INCLUDE THOSE SPECIFIED TO BE PERFORMED BY AN INDEPENDENT AGENCY AND NOT BY THE CONTRACTOR. SEE STRUCTURAL SPECIFICATIONS ON SHEET S1.0 FOR FURTHER REQUIREMENTS ON TESTING AND SPECIAL INSPECTIONS. COSTS FOR THESE SERVICES SHALL BE INCLUDED IN THE CONTRACT SUM. 01500 TEMPORARY FACILITIES: CONTRACTOR TO PROVIDE HIS OWN ON SITE CONSTRUCTION TRAILER, AND LAVATORY FACILITIES DURING THE EXTENT OF THIS PROJECT. 01700 PROJECT CLOSE OUT: DAMAGED CONSTRUCTION: REPLACE CONSTRUCTION AND OTHER COMPONENTS OF THE WORK THAT HAVE BEEN DAMAGED OR HAVE DETERIORATED BEYOND SUCCESSFUL REPAIR BY MEANS OF FINISH TOUCH-UP OR SIMILAR MINOR REPAIR PROCEDURES. AND REPORT THIS TO THE ARCHITECT FOR VERIFICATION OF REPAIR. 01710 CLEANING: REMOVE TEMPORARY PROTECTIVE COVERINGS AND STRIPPABLE FILMS (IF ANY) AS SOON AS EACH COMPONENT IS INSTALLED. PROVIDE CONSTRUCTION CLEANING DURING AND AFTER WHEN ALL WORK IS COMPLETE. CLEAN ALL GLASS, CLEAN ALL FLOORS, POLISH ALL METAL SURFACES AS REQUIRED. 01740 WARRANTIES: CONTRACTOR AND ALL OF HIS SUB-CONTRACTORS ARE TO PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION. DIVISION 2 - SITE WORK: 02080 UTILITIES: SEE CIVIL DRAWINGS FOR ALL UTILITY WORK. (UNDER SEPARATE COVER) 02511 HOT MIXED ASPHALT PAVING: PREPARE SUB-BASE IN ACCORDANCE WITH THE SOILS REPORT. GENERAL: USE LOCALLY AVAILABLE MATERIALS AND GRADATIONS THAT EXHIBIT A SATISFACTORY RECORD OF PREVIOUS INSTALLATIONS. COARSE AGGREGATE: SOUND, ANGULAR CRUSHED STONE, CRUSHED GRAVEL, OR PROPERLY CURED CRUSHED BLAST FURNACE SLAG, COMPLYING WITH ASTM D 692-88.WNN FINE AGGREGATE: SHARP-EDGED NATURAL SAND OR SAND PREPARED FROM STONE, PROPERLY CURED BLAST FURNACE SLAG, GRAVEL, OR COMBINATIONS THEREOF, COMPLYING WITH ASTM D 1073. MINERAL FILLER: ROCK OR SLAG DUST, HYDRAULIC CEMENT, OR OTHER INERT MATERIAL COMPLYING WITH ASTM D 242. ASPHALT CEMENT: ASTM D 33B1 FOR VISCOSITY-GRADED MATERIAL; ASTM D 946 FOR PENETRATION-GRADED MATERIAL. PRIME COAT: CUT-BACK ASPHALT TYPE, ASTM D 2027; MC-30, MC-70 OR MC-250. TACK COAT: EMULSIFIED ASPHALT; ASTM D 977. HERBICIDE TREATMENT: COMMERCIAL CHEMICAL FOR WEED CONTROL, REGISTERED BY ENVIRONMENTAL PROTECTION AGENCY. PROVIDE GRANULAR, LIQUID, OR WETTABLE POWDER FORM. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: CIBA-GEIGY CORP. DOW CHEMICAL U.S.A. E.I. DU PONT DE NEMOURS & CO., INC. FMC CORP. THOMPSON-HAYWARD CHEMICAL CO. U.S. BORAX AND CHEMICAL CORP. LANE MARKING PAINT: ALKYD-RESIN TYPE, READY-MIXED COMPLYING WITH AASHTO M 248, TYPE I. COLOR: YELLOW. WHEEL STOPS: 2,500-PSI COMPRESSIVE STRENGTH PRECAST, AIR-ENTRAINED CONCRETE, APPROXIMATELY 6 INCHES HIGH, 9 INCHES WIDE, AND 7 FEET LONG. PROVIDE CHAMFERED CORNERS AND DRAINAGE SLOTS ON UNDERSIDE. SECURE WHEEL STOPS TO HOT-MIXED ASPHALT SURFACE WITH NOT LESS THAN TWO 3/4-INCH-DIAMETER GALVANIZED STEEL DOWELS EMBEDDED IN PRECAST CONCRETE AT 1/3 POINTS. SIZE LENGTH OF DOWEL TO PENETRATE AT LEAST 1/2 HOT-MIXED ASPHALT DEPTH. PROVIDE PLANT-MIXED, HOT-LAID ASPHALT-AGGREGATE MIXTURE COMPLYING WITH ASTM D 3515 AND AS RECOMMENDED BY THE SOILS REPORT. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE APPLYING HERBICIDE TREATMENT OR PRIME COAT. PROOF-ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND AREAS REQUIRING ADDITIONAL COMPACTION. NOTIFY ARCHITECT OF UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING. 02520 PORTLAND CEMENT CONCRETE PAVING: EXTENT OF PORTLAND CEMENT CONCRETE PAVING IS SHOWN ON DRAWINGS, INCLUDING CURBS, GUTTERS, WALKWAYS, AND PAVEMENT. PREPARED SUBBASE IS SPECIFIED IN THE SOILS REPORT. CONCRETE AND RELATED MATERIALS ARE SPECIFIED IN DIVISION 3. FORMS: STEEL, WOOD, OR OTHER SUITABLE MATERIAL OF SIZE AND STRENGTH TO RESIST MOVEMENT DURING CONCRETE PLACEMENT AND TO RETAIN HORIZONTAL AND VERTICAL ALIGNMENT UNTIL REMOVAL. USE STRAIGHT FORMS, FREE OF DISTORTION AND DEFECTS. WELDED WIRE MESH: WELDED PLAIN COLD-DRAWN STEEL WIRE FABRIC, ASTM A 185. JOINT DOWEL BARS: PLAIN STEEL BARS, ASTM A 615, GRADE 60. CUT BARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS. CONCRETE FINISHING AFTER STRIKING-OFF AND CONSOLIDATING CONCRETE, SMOOTH SURFACE BY SCREEDING AND FLOATING. USE HAND METHODS ONLY WHERE MECHANICAL FLOATING IS NOT POSSIBLE. ADJUST FLOATING TO COMPACT SURFACE AND PRODUCE UNIFORM TEXTURE. AFTER FLOATING, TEST SURFACE FOR TRUENESS WITH A 10-FT. STRAIGHTEDGE. DISTRIBUTE CONCRETE AS REQUIRED TO REMOVE SURFACE IRREGULARITIES, AND REFLOAT REPAIRED AREAS TO PROVIDE A CONTINUOUS SMOOTH FINISH. WORK EDGES OF SLABS, GUTTERS, BACK TOP EDGE OF CURB, AND FORMED JOINTS WITH AN EDGING TOOL, AND ROUND TO 1/2-INCH RADIUS, UNLESS OTHERWISE INDICATED. ELIMINATE TOOL MARKS ON CONCRETE SURFACE. AFTER COMPLETION OF FLOATING AND WHEN EXCESS MOISTURE OR SURFACE SHEEN HAS DISAPPEARED, COMPLETE TROWELING AND FINISH SURFACE WITH A BROOM FINISH BY DRAWING A FINE-HAIR BROOM ACROSS CONCRETE SURFACE PERPENDICULAR TO LINE OF TRAFFIC. REPEAT OPERATION IF REQUIRED TO PROVIDE A FINE LINE TEXTURE ACCEPTABLE TO ARCHITECT. 02900 LANDSCAPE WORK: SEE LANDSCAPE PLANS (UNDER SEPARATE COVER) DIVISION 3 - CONCRETE: 03300 CAST-IN-PLACE CONCRETE: ALL CONCRETE SHALL BE TYPE II MODIFIED PER THE SOILS REPORT SEE STRUCTURAL DRAWINGS (UNDER SEPERATE COVER) 03375 CONCRETE SEALING: APPLY THREE COATS OF KURE-N-SEAL 30 BY SONNEBORN BUILDING PRODUCTS OR EQUAL ON ALL NEW INTERIOR CONCRETE SLABS. DIVISION 4 - MASONRY: 04220 CONCRETE UNIT MASONRY: WHERE CONCRETE BLOCKS ARE INDICATED OR IN ALL CONCEALED LOCATIONS PROVIDE LIGHTWEIGHT HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS COMPLYING WITH ASTM C90, GRADE N, TYPE I, COLOR AND STYLE AS SELECTED BY THE OWNER. ALL MASONRY WALLS SHALL DEVELOP 1500 PSI ULTIMATE COMPRESSIVE STRENGTH (F'M) IN 28 DAYS. BLOCK REINFORCING SHALL BE ASTM A615, GRADE 60, STANDARD DUR-O-WALL, LADDER TYPE AT 16" O.C. WALLS SHALL HAVE A VERTICAL WALL REINFORCEMENT ACCORDING TO THE STRUCTURAL REQUIREMENTS. PROVIDE A WATER REPELLENT COATING OF CHEM-TRETE PB AS MANUFACTURED BY HULS AMERICA, OR EQUAL. TO ALL EXTERIOR EXPOSED CMU. WHERE NEW MASONRY UNITS ARE TO BE USED, THEY SHALL MATCH TEXTURE, STYLE AND COLOR OF THE EXISTING MASONRY UNITS. DIVISION 5 - METALS: 05400 COLD FORMED METAL FRAMING: MANUFACTURERS STANDARD LOAD-BEARING STEEL STUDS AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER. 16 GAGE AND HEAVIER UNITS FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM YIELD POINT OF 50,000 PSI; ASTM A446, A570, OR A611. 18 GAGE AND LIGHTER UNITS FABRICATE METAL FRAMING COMPONENTS OF COMMERCIAL QUALITY STEEL SHEET WITH A MINIMUM YIELD POINT OF 33,000 PSI; ASTM A446, A570, OR A611. 05500 METAL FABRICATIONS: STRUCTURAL STEEL WIDE FLANGE SECTION ASTM A992, GRADE 50 STEEL ANGLES AND PLATES ASTM A36 STEEL TUBING ASTM A500, GRADE B STEEL PIPE ASTM A53, GRADE B SEE STRUCTURAL SPECIFICATIONS FOR FURTHER REQUIREMENTS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION (UNDER SEPERATE COVE) DIVISION 6 - WOODS AND PLASTICS: 06100 ROUGH CARPENTRY: NOTE: THIS IS A TYPE III BUILDING WOOD IS NOT ALLOWED IN USE FOR ANY STRUCTURAL ELEMENT. ALL MATERIAL TO BE NEW. ALL PLYWOOD TO BE EXTERIOR GRADE, AND TO CARRY APA CERTIFICATION. ALL WOOD EXPOSED TO THE EXTERIOR OR CONCRETE TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE INTERIOR TO BE FIRE TREATED WOOD. ALL CHANGES IN LUMBER SPECIES OR GRADE MUST BE APPROVED IN WRITING BY THE ARCHITECT. ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP. DIMENSIONAL LUMBER: SHALL BE HEM FIR #2, FB = 950 PSI. ALL NAILING MUST BE IN STRICT ACCORDANCE WITH THE CURRENT CODE NAILING SCHEDULES. PLYWOOD: SHALL CONFORM WITH AMERICAN PLYWOOD ASSOCIATIONS CURRENT PRODUCT STANDARD SPECIFICATIONS, AND SHALL BE PERFORMANCE RATED BY THE AMERICAN PLYWOOD ASSOCIATION. 6200 FINISH CARPENTRY: ALL CABINETRY SHOWN IS FOR BID PUPOSES ONLY, GC TO PROVIDE OWNER WITH MORE DETAILED CABINET SHOP DRAWINGS FOR REVIEW AND APPROVAL BEFORE MAKING ANY CABINET. ALL MATERIAL TO BE NEW, TRIM TO BE PAINT GRADE, UNLESS OTHERWISE NOTED. ALL WOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED. DIVISION 7 - THERMAL AND MOISTURE PROTECTION: 07160 BITUMINOUS DAMPPROOFING: EXTENT OF EACH TYPE OF DAMPPROOFING WORK IS INDICATED ON DRAWINGS. PROCEED WITH DAMPPROOFING WORK ONLY AFTER SUBSTRATE CONSTRUCTION AND PENETRATING WORK HAVE BEEN COMPLETED. PROVIDE BITUMINOUS DAMPPROOFING MATERIALS WHICH ARE CERTIFIED IN WRITING BY MANUFACTURER OF PRIMARY DAMPPROOFING MATERIALS TO BE SUPERIOR IN PERFORMANCE FOR APPLICATION INDICATED. COMPLY WITH MANUFACTURER'S INSTRUCTIONS TO ENSURE SATISFACTORY PERFORMANCES OF WORK. 07210 BUILDING INSULATION: PROVIDE BUILDING INSULATION TO COMPLY WITH THE FOLLOWING: MASONRY FOAM INSULATION. BATT INSULATION AND VAPOR BARRIER. RIGID ROOF INSULATION FOR FLAT ROOFS AND SLOPED ROOFS. 072119 FOAMED IN PLACE INSULATION ICYNENE SPRAY FOAM A.INSTALLER QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE WHO IS TRAINED AND APPROVED BY MANUFACTURER. ANY REPAIRS BY AN ICYNENE LICENSED CONTRACTOR. B.FIRE RESISTANCE CHARACTERISTICS: AS DETERMINED BY TESTING IDENTICAL PRODUCTS BASED ON A 4 INCH MINIMUM THICKNESS ACCORDING TO ASTM E 119 BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. C.FIRE PROPAGATION CHARACTERISTICS: PASSES NFPA 285 TESTING AS PART OF AN APPROVED ASSEMBLY. D.SUSTAINABILITY REQUIREMENTS: PROVIDE SPRAY POLYURETHANE FOAM INSULATION AS FOLLOWS: 1. LOW EMITTING: INSULATION TESTED ACCORDING TO CA/DPH/EHLB/V1.1-2010. 2.RESISTANT TO FUNGAL GROWTH AS PER ASTM C1338. 3.CONTAINING NO PBDE. E.COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS. 07300 ROOFING: PROVIDE ALL ROOFING MATERIAL TO BE NEW, WITH 10 OR 20 YEAR WARRANTY AS SELECTED BY THE OWNER. PROVIDE ROOFING AS SPECIFIED ON PLANS OR AS REQUIRE TO MATCH THE EXISTING. A.INSTALL SHEET FLASHING AND PREFORMED FLASHING ACCESSORIES AND ADHERE TO SUBSTRATES ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS. 1.FLASH PENETRATIONS AND FIELD-FORMED INSIDE AND OUTSIDE CORNERS WITH CURED OR UNCURED SHEET FLASHING AS RECOMMENDED BY MANUFACTURER. 2.CLEAN SPLICE AREAS, APPLY SPLICING CEMENT, AND FIRMLY ROLL SIDE AND END LAPS OF OVERLAPPING SHEETS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE A WATERTIGHT SEAM INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED EDGES OF SHEET FLASHING TERMINATIONS. 3.TERMINATE AND SEAL TOP OF SHEET FLASHING. G.WALKWAYS: INSTALL WALKWAY PRODUCTS IN LOCATIONS INDICATED. ADHERE WALKWAY PRODUCTS TO SUBSTRATE WITH COMPATIBLE ADHESIVE ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS. H.PROTECT SHEET MEMBRANE ROOFING FROM DAMAGE AND WEAR DURING REMAINDER OF CONSTRUCTION PERIOD. WHEN REMAINING CONSTRUCTION WILL NOT AFFECT OR ENDANGER ROOFING, INSPECT ROOFING FOR DETERIORATION AND DAMAGE, DESCRIBING ITS NATURE AND EXTENT IN A WRITTEN REPORT, WITH COPIES TO ARCHITECT AND OWNER. I.CORRECT DEFICIENCIES IN OR REMOVE ROOFING THAT DOES NOT COMPLY WITH REQUIREMENTS, REPAIR SUBSTRATES, REINSTALL ROOFING, AND REPAIR SHEET FLASHING TO A CONDITION FREE OF DAMAGE AND DETERIORATION AT THE TIME OF SUBSTANTIAL COMPLETION AND ACCORDING TO WARRANTY REQUIREMENTS. 07600 FLASHING AND SHEET METAL: PROVIDE SHEET METAL AND FLASHING TO MATCH EXISTING CONDITIONS. AND AS SHOWN ON THE DRAWINGS. 07900 JOINT SEALERS: PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE BACKER ROD WHERE APPLICABLE. DIVISION 8 - DOORS AND WINDOWS: 08100 METAL DOORS AND FRAMES: EXTERIOR DOORS TO BE 16 GAGE HOLLOW METAL COMPLYING WITH ASTM A40, HOT DIPPED GALVANIZED AND PRIME PAINTED AS MANUFACTURED BY CECO DOOR DIVISION, OR EQUAL. EXTERIOR FRAMES TO BE 16 GAGE, ALL WELDED CONSTRUCTION, INSTALLED WITH CONCEALED FASTENERS, ANCHORED TO CONCRETE FLOOR, AND PROPERLY REINFORCED FOR THE FINISH HARDWARE. FINISH TO BE PRIMED FOR PAINT. 1/4" CLEAR TEMPERED GLASS AT ALL DOORS. TEMPERED GLASS AS REQUIRED AT ALL AREAS TO COMPLY WITH LOCAL CODE. 08305 ACCESS DOORS: PROVIDE ACCESS DOORS AS REQUIRED, PROVIDE REQUIRED FIRE RATINGS FOR ALL SIZES NEEDED. 08410 ALUMINUM ENTRANCES AND STOREFRONTS: PROVIDE ALUMINUM ENTRANCE AND STOREFRONT SYSTEMS CAPABLE OF WITHSTANDING LOADS AND THERMAL AND STRUCTURAL MOVEMENT REQUIREMENTS INDICATED WITHOUT FAILURE, BASED ON TESTING MANUFACTURER'S STANDARD UNITS IN ASSEMBLIES SIMILAR TO THOSE INDICATED FOR THIS PROJECT. FAILURE INCLUDES AIR INFILTRATION AND WATER PENETRATION EXCEEDING SPECIFIED LIMITS; AND FRAMING MEMBERS TRANSFERRING STRESSES, INCLUDING THOSE CAUSED BY THERMAL AND STRUCTURAL MOVEMENT, TO GLAZING UNITS. RE: SHEET A7.1 08710 FINISH HARDWARE: PROVIDE HEAVY DUTY COMMERCIAL LOCKS. ALL DOOR LOCKS AS SCHEDULED ON SHEET A7.1 ALL DOOR AND GATE HARDWARE IS TO MEET MINIMUM ADA AND ANSI STANDARDS AND GUIDELINES, DOOR OPENING FORCE NOT TO BE GREATER THAN 5.0 POUNDS. DIVISION 9 - FINISHES: 09110 METAL STUD SYSTEMS: AT METAL STUD WALLS AND FRAMING, PROVIDE 16 GAGE STANDARD PUNCHED STEEL "C" STUDS, EITHER HOT-DIP GALVANIZED OR FACTORY PRE-PAINTED. AT INTERIOR METAL STUD PARTITIONS OF CEILING AND SOFFIT FURRING PROVIDE 22 AND 25 GAGE STANDARD PUNCHED STEEL STUDS. 09260 GYPSUM WALLBOARD SYSTEM: PROVIDE FED SPEC SS-L-30D, IN 48" WIDTHS REGULAR WALLBOARD: TYPE III, GRADE R, CLASS 1, 5/8" THICK SHEATHING: TYPE II, GRADE W, CLASS 2., 5/8" THICK AND/OR AS INDICATED ON THE DRAWINGS. 09500 ACOUSTICAL CEILINGS: TILES TO MATCH EXISTING SYSTEM. ALL CEILINGS WILL CONSIST OF A WIRE SUSPENDED STEEL GRID SYSTEM AND 5/8" MINERAL FIBRE DROP-IN PANELS, (AS SELECTED BY THE OWNER). THE TEES WILL BE ARRANGED EITHER IN A GRID PATTERN TO FORM 2' X 4' OPENINGS, OR MATCH EXISTING GRID TO ACCOMMODATE A SYSTEMATIC PATTERN FOR THE DROP-IN NON-DIRECTIONAL FISSURED PANELS, AND MECHANICAL HEATING AND AIR CONDITIONING GRILLS. 09600 FLOORING: PROVIDE A SMOOTH TRANSITION TO ALL FLOOR AREAS. SEE DRAWINGS AND FINISH SCHEDULE FOR FLOOR FINISHES. UTILIZE MANUFACTURERS INSTALLATION REQUIREMENTS ON ALL FINISHES. 09800 SPECIAL COATINGS: SPECIAL COATINGS FOR INTERIOR USE: 2-COMPONENT HIGH PERFORMANCE POLYAMIDE EPOXY COATING. SUBMIT MANUFACTURER'S TECHNICAL INFORMATION INCLUDING BASIC MATERIALS ANALYSIS AND APPLICATION INSTRUCTIONS FOR EACH COATING MATERIAL SPECIFIED. PROVIDE SAMPLES OF EACH COLOR AND MATERIAL TO BE APPLIED, WITH TEXTURE TO SIMULATE ACTUAL CONDITIONS, ON REPRESENTATIVE SAMPLES OF THE ACTUAL SUBSTRATE. SINGLE SOURCE RESPONSIBILITY: PROVIDE PRIMERS AND UNDERCOAT MATERIAL PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS. USE ONLY THINNERS RECOMMENDED BY THE MANUFACTURER, AND ONLY WITHIN RECOMMENDED LIMITS. MATERIAL QUALITY: PROVIDE THE BEST QUALITY GRADE OF THE VARIOUS COATINGS AS REGULARLY MANUFACTURED BY ACCEPTABLE COATING MANUFACTURERS. MATERIALS NOT DISPLAYING MANUFACTURER'S IDENTIFICATION AS A BEST-GRADE PRODUCT WILL NOT BE ACCEPTABLE. EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COATING WILL BE PERFORMED FOR COMPLIANCE WITH REQUIREMENTS FOR APPLICATION OF COATINGS. DO NOT PROCEED WITH APPLICATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. SURFACE PREPARATION: PERFORM SURFACE PREPARATION AND CLEANING IN COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE PARTICULAR SUBSTRATE CONDITIONS, AND AS SPECIFIED. MATERIAL PREPARATION: CAREFULLY MIX AND PREPARE MATERIALS IN COMPLIANCE WITH THE COATING MANUFACTURER'S DIRECTIONS. APPLY SPECIAL COATINGS BY BRUSH, ROLLER, SPRAY, SQUEEGEE, OR OTHER APPLICATORS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE BRUSHES BEST SUITED FOR THE MATERIAL BEING APPLIED. USE ROLLERS OF CARPET, VELVET BACK, OR HIGH-PILE SHEEP'S WOOL AS RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL AND TEXTURE REQUIRED 09900 PAINTING: CONTRACTOR SHALL PROVIDE PAINTING OF ALL INTERIOR AND EXTERIOR SURFACES AS FOLLOWS: ALL MISCELLANEOUS METALS, AND TRIM METAL DOORS, WINDOWS AND FRAMES METAL GRILLWORK ALL EXPOSED UNFINISHED SURFACES NOT DEFINED ELSEWHERE CONTRACTOR SHALL APPLY PAINT TO ALL EXTERIOR SURFACES, AND TO MATCH THE EXISTING ADJOINING SURFACES, OR AS SELECTED BY THE OWNER. DIVISION 10- SPECIALTIES: 10522 FIRE EXTINGUISHERS: PROVIDE FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES TO BE GOOD QUALITY MANUFACTURE. SUBJECT TO OWNER AND LOCAL FIRE DEPARTMENT APPROVAL. 10800 TOILET AND BATH ACCESSORIES: PROVIDE ACCESSORIES AS SHOWN ON THE PLANS AND AS FOLLOWS: SINGLE-SOURCE RESPONSIBILITY: PROVIDE PRODUCTS OF SAME MANUFACTURER FOR EACH TYPE OF ACCESSORY UNIT AND FOR UNITS EXPOSED TO VIEW IN SAME AREAS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. SPECIAL PROJECT WARRANTY: PROVIDE MANUFACTURER'S WRITTEN 5-YEAR WARRANTY AGAINST SILVER SPOILAGE OF MIRRORS, AGREEING TO REPLACE ANY MIRRORS THAT DEVELOP VISIBLE DEFECTS WITHIN WARRANTY PERIOD. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE AND RECOMMENDED BY MANUFACTURER OF UNIT. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. DIVISION 11 - EQUIPMENT: 11500 SPECIALIZED EQUIPMENT: SUPPLIED BY OWNER, INSTALLED BY OWNER AND CONNECTED BY GENERAL CONTRACTOR. DIVISION 12- FURNISHINGS: SUPPLIED BY OWNER, INSTALLED BY OWNER. DIVISION 13 - SPECIAL CONSTRUCTION: (NOT USED) DIVISION 14 - CONVEYING SYSTEMS: (NOT USED) DIVISION 15 - MECHANICAL: ALL MECHANICAL WORK TO BE PROVIDED PER THE MECHANICAL DRAWINGS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE WITH LOCAL CODES AND STANDARDS. 15400 PLUMBING: ALL MECHANICAL WORK TO BE PROVIDED PER THE MECHANICAL DRAWINGS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE WITH LOCAL CODES AND STANDARDS. 15500 HVAC: ALL MECHANICAL WORK TO BE PROVIDED PER THE MECHANICAL DRAWINGS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE WITH LOCAL CODES AND STANDARDS. 15990 TESTING, ADJUSTING, AND BALANCING: TO BE PROVIDED BY SUBCONTRACTOR. SEE MECHANICAL SPECIFICATIONS FOR FURTHER INFORMATION. DIVISION 16 - ELECTRICAL: 16400 ELECTRICAL: ALL ELECTRICAL WORK TO BE PROVIDED PER THE ELECTRICAL DRAWINGS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. ALL CONDITIONS ARE TO BE FIELD VERIFIED. ALL WORK TO BE IN STRICT ACCORDANCE WITH LOCAL CODES AND STANDARDS. WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 'WATWATWATWATWATWATWATWATWFWFWF CO CO GENERAL SHEET NOTES: SCALE SITE IMPROVEMENTS PLAN A1.1 1 1" = 8'-0" WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' SCALE DEMO PLANS A2.0 1 1/8" = 1'-0" LEGEND:GENERAL SHEET NOTES: 02060 SELECTIVE BUILDING DEMOLITION COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS TO BE DEMOLISHED. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING THAT PORTION OF THE STRUCTURE TO BE DEMOLISHED. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLE, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS, FACILITIES, AND SITE IMPROVEMENTS TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF PORTIONS OF BUILDINGS TO BE DEMOLISHED AND PORTIONS OF BUILDINGS TO REMAIN. USE OF EXPLOSIVES WILL NOT BE PERMITTED. USE WATER MIST, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. DO NOT BURN DEMOLISHED MATERIALS. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. BUILDING RENOVATION AND DEMOLITION WHAT YOU NEED TO KNOW! Are you Remodeling, Renovating or Demolishing? You may be subject to State and Federal Regulations requiring inspection for asbestos. Avoid penalties and delays: If you are impacting greater than trigger levels of suspect asbestos-containing materials ("ACM") - you must have your project inspected for ACM by a Colorado-certified asbestos building inspector before commencing work. It is illegal to improperly disturb asbestos containing materials! Asbestos can be found in these and other common building materials: Ceiling textures, vinyl floor coverings and mastic, boiler and pipe insulation, heating and cooling duct insulation, ceiling tile, roofing products, clapboard shingles, etc. These materials may be regulated - a certified asbestos building inspector can determine which materials contain asbestos and which are regulated. For ALL Renovation Projects: •Buildings of any age may contain ACM; even those newly built may have ACM. •Inspection: <If the structures/components to be disturbed exceed trigger levels, they must be inspected for asbestos by a state-certified asbestos building inspector, unless a building was built after October, 1988, AND the architect or engineer who built it signs and submits a statement that no ACM was specified or used in the construction of the building - then no inspection is needed. Contact CDPHE or go to our web site for a current list of Asbestos Inspectors www.cdphe.state .co .us/ap/asbestos. or Asbestos Building Inspector Consulting firms can be found in the yellow pages of most telephone books, under the heading "Asbestos Consulting and Testing". •If the amount of ACM to be disturbed exceeds the following trigger levels, then an abatement co.ntractor must remove the material: ••Single-Family Residential Dwellings ("SFRD")- the trigger levels are: 50 linear feet on pipes; 32 square feet on other surfaces; or the volume equivalent of a 55-gallon drum. ••Public and Commercial Buildings other than SFRD's, the trigger levels are: 260 linear feet on pipes; 160 square feet on other surfaces; or the volume equivalent of a 55-gallon drum. •Under many circumstances, a certified asbestos removal contractor (General Abatement Contractor) must remove ACM that are regulated or may become regulated before they are disturbed by renovation or demolition activities. Contact CDPHE or go to our web site for a current list of General Abatement Contractors ("GAC's") . GAC's can also be found in the yellow pages of most telephone books, under the heading "Asbestos Abatement". •Notification: A written application to CDPHE for a notification/permit may be required, along with payment of a fee and a ten (10) working-day waiting period (emergencies may be excluded) before the removal (abatement) of regulated asbestos containing materials . •Regulated asbestos-containing waste material must be disposed of at an approved asbestos waste disposal site. Demolitions, Destructive Salvage, House Moving If you demolish, perform destructive salvage, perform de-construction, burn, destroy, dismantle, dynamite, implode, knock down, level, pull down, pulverize, raze, tear down, wreck all of a structure or structural components, or you move a house, you may be subject to State and Federal Regulations even when there is NO asbestos in the facility. For ALL Demolition Projects: • Inspection: the building or area of the building to be demolished must be inspected for asbestos by a state-certified asbestos inspector. Contact CDPHE or go to our web site for a current list of Asbestos Inspectors or Asbestos Building Inspector Consulting firms can be found in the yellow page of most telephone books, under the heading, "Asbestos Consulting and Testing". • Asbestos Removal (if necessary) must be performed by a Colorado-certified General Abatement Contractor. Any asbestos containing material that is friable or will be made friable during demolition activities must be removed prior to demolition. Removal, in accordance with Regulation No. 8, is required if the amount of asbestos-containing material that is friable or will become friable during demolition exceeds the trigger levels. • A Demolition Notification Application Form must be submitted to the CDPHE, even if no asbestos was found during the inspection, along with payment of a notification fee and a ten (10) working-day waiting period that is required before the demolition can proceed. During Demolition: • Recycling of materials, such as concrete or wood, that are bonded or contaminated with asbestos containing material (ACM), such as floor tile or mastic, is NOT permitted. • Demolition of a building that has non-friable asbestos containing VAT or tar-impregnated roofing materials remaining must be completed without causing the asbestos-containing materials to become friable. Concrete floors covered with floor tile shall be removed in large sections if possible. Operations such as crushing, pneumatic jacking, etc. of materials containing asbestos are not permitted. • When imploding or burning a structure, ALL asbestos-containing material, regardless of type or quantity, MUST be removed prior to demolition. For More Information, please contact: Asbestos Compliance Assistance Group Asbestos and Demolition Permit Coordinator Phone: (303) 692-3100 Fax: (303) 782-0278 Toll Free: (800) 886-7689 X-3100 Web page: http://www.cdphe.state.co .us/ap/asbestos/index.html Email address: asbestos@state.cous . All asbestos abatement and demolition permit application forms are available from our web site, via an email request or by calling the asbestos program. HAVE YOUR PROJECT INSPECTED BY A COLORADO-CERTIFIED ASBESTOS BUILDING INSPECTOR BEFORE YOU BEGIN WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' SCALE FIRST FLOOR PLAN A2.1 1 1/4" = 1'-0" GENERAL SHEET NOTES: WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTGENERAL STAIR NOTES: 2 A5.2 1 A4.1 2 A5.1 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 1 A5.2 3 A5.1 1 A5.1 2 A4.1 3 A4.1 4 A4.1 01 01 01 01 01 01 02 02 02 03 03 04 04 05 05 05 06 07 06 07 06 Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' 2 A5.2 1 A4.1 2 A5.1 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 1 A5.2 3 A5.1 1 A5.1 SCALE SECOND FLOOR PLAN A2.2 1 1/4" = 1'-0" WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT2 A4.1 3 A4.1 4 A4.1 08 08 09 09 10 05 05 05 10 09 05 GENERAL SHEET NOTES: GENERAL STAIR NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' SCALE ROOF PLAN A3.1 1 1/4" = 1'-0" WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECT2 A5.2 1 A4.1 2 A5.1 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 1 A5.2 3 A5.1 1 A5.1 2 A4.1 3 A4.1 4 A4.1 GENERAL ROOF NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' SCALE SOUTH ELEVATION A4.1 1 1/4" = 1'-0" WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTSCALE EAST ELEVATION A4.1 2 1/4" = 1'-0"SCALE WEST ELEVATION A4.1 3 1/4" = 1'-0" SCALE WEST ELEVATION A4.1 4 1/4" = 1'-0" GENERAL SHEET NOTES: MATERIAL BOARD: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTGENERAL SHEET NOTES: SCALE BUILDING SECTION A5.1 1 1/4" = 1'-0" SCALE BUILDING SECTION A5.1 2 1/4" = 1'-0"SCALE BUILDING SECTION A5.1 3 1/4" = 1'-0" Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTSCALE BUILDING SECTION A5.2 1 1/4" = 1'-0" SCALE BUILDING SECTION A5.2 3 1/4" = 1'-0"SCALE BUILDING SECTION A5.2 4 1/4" = 1'-0" SCALE BUILDING SECTION A5.2 2 1/4" = 1'-0" GENERAL SHEET NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTSCALE BUILDING SECTION A5.3 1 1/4" = 1'-0" SCALE BUILDING SECTION A5.3 3 1/4" = 1'-0" SCALE BUILDING SECTION A5.3 2 1/4" = 1'-0" GENERAL SHEET NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTSCALE WALL SECTION A6.1 1 3/4" = 1'-0"SCALE WALL SECTION A6.1 2 3/4" = 1'-0"SCALE WALL SECTION A6.1 3 3/4" = 1'-0"SCALE WALL SECTION A6.1 4 3/4" = 1'-0" GENERAL SHEET NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTSCALE WALL SECTION A6.2 1 3/4" = 1'-0"SCALE WALL SECTION A6.2 2 3/4" = 1'-0"SCALE WALL SECTION A6.2 3 3/4" = 1'-0"SCALE WALL SECTION A6.2 4 3/4" = 1'-0" GENERAL SHEET NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTSCALE WALL SECTION A6.3 1 3/4" = 1'-0"SCALE WALL SECTION A6.3 2 3/4" = 1'-0" GENERAL STAIR NOTES: GENERAL SHEET NOTES: Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION OF ALL DOORS. GLASS SET HDWR TYPESIZE DOOR FINISHMATERIAL MATERIAL FRAME FINISH REMARKS#LABEL REMARKS 1" INSULATED BRONZEALUM CLADDH WINDOW B A TYPE MATERIAL GLAZING FINISH T = TEMPERED DOOR WINDOW AND HARDWARE NOTES: ALL ALUMINUM WINDOWS AND DOOR FRAMES (INTERIOR AND EXTERIOR) INCLUDING ALL GLAZING FOR THE ENTIRE PROJECT INCLUDING DOORS AND HOLLOW METAL, AS SHOWN ON THIS SCHEDULE ARE TO BE SUPPLIED AND INSTALLED BY THE ALUMINUM STOREFRONT SUBCONTRACTOR. ALL HOLLOW METAL WINDOWS DOORS AND DOOR FRAMES (INTERIOR AND EXTERIOR) EXCLUDING THEIR ASSOCIATED GLAZING, AS SHOWN ON THIS SCHEDULE ARE TO BE SUPPLIED AND INSTALLED BY THE HOLLOW METAL SUBCONTRACTOR. ALL WOOD DOORS EXCLUDING THEIR ASSOCIATED GLAZING, AS SHOWN ON THIS SCHEDULE ARE TO BE SUPPLIED AND INSTALLED BY THE WOOD DOOR SUBCONTRACTOR. ALL OVERHEAD DOORS, SECTIONAL AND COILING (INTERIOR AND EXTERIOR) INCLUDING THEIR ASSOCIATED GLAZING, SHOWN ON THE SCHEDULE ARE TO BE SUPPLIED AND INSTALLED BY THE OVERHEAD DOOR SUBCONTRACTOR. DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION OF ALL DOORS. FIELD VERIFY ALL DIMENSIONS 01 3'-0"x6'-8" HARDWARE SCHEDULE: A.THE FOLLOWING SCHEDULE IS FURNISHED FOR WHATEVER ASSISTANCE IT MAY AFFORD THE CONTRACTOR; DO NOT CONSIDER IT AS ENTIRELY INCLUSIVE. SHOULD ANY PARTICULAR DOOR OR ITEM BE OMITTED IN ANY SCHEDULED HARDWARE GROUP, PROVIDE DOOR OR ITEM WITH HARDWARE SAME AS REQUIRED FOR SIMILAR PURPOSES. QUANTITIES LISTED ARE FOR EACH PAIR OF DOORS, OR FOR EACH SINGLE DOOR. B. ALL HARDWARE FINISHES TO BE AS SELECTED BY THE OWNER, FIELD VERIFY AND COORDINATE ALL FINISHES. HEADING 2.1.e SINGLE EXTERIOR ENTRY METAL ACCESS DOOR 3 HINGES 1 LEVER LOCKSET (ENTRY) 1 DEADBOLT 1 WEATHERSTRIP 1 DOOR SWEEP 1 THRESHOLD 1 WALL STOP HEADING 2.1 SINGLE INTERIOR DOOR 3 HINGES 1 LEVER LOCKSET (PASSAGE) 1 WALL STOP HEADING 2.1.r SINGLE INTERIOR RESTROOM DOOR 3 HINGES 1 LEVER LOCKSET (PRIVACY) 1 WALL STOP HEADING 2.1.p SLIDING PATIO DOOR ALL HARDWARE AS PROVIDED BY DOOR SUPPLIER HEADING 2.2.l BI-FOLD LAUNDRY ROOM DOOR ALL HARDWARE AS PROVIDED BY DOOR SUPPLIER HEADING 2.2.c SLIDING CLOSET DOOR ALL HARDWARE AS PROVIDED BY DOOR SUPPLIER -METAL PAINTPAINTP 2.1.eMETAL- DOOR SCHEDULE WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTENTRY DOORS 02 3'-0"x6'-8"-METAL PAINTPAINTP 2.1.eMETAL-UTILITY ROOM DOORS 03 6'-0"x6'-8"1" INSUL ALUM ANNOANNOD 2.1.pALUM-SLIDING PATIO DOORS 04 5'-0"x6'-8"-WOOD PAINTPAINTF 2.2.l-LAUNDRY ROOM DOORS 06 3'-0"x6'-8"-WOOD PAINTPAINTF 2.1HC WOOD -HC DOORS 05 PR 3'-0"x6'-8"-WOOD PAINTPAINTF 2.2.c-CLOSET DOORSHC WOOD HC WOOD 07 3'-0"x6'-8"-WOOD PAINTPAINTF 2.1.rHC WOOD -HC RR DOORS PR 3'-0" X 5'-0" 1" INSULATED BRONZEALUM CLADDH WINDOW2'-4" X 3'-6" EGRESS WINDOWS WHERE REQUIRED LAUNDRY ROOM WINDOWS 1" INSULATED BRONZEALUM CLADDH WINDOWC3'-0" X 5'-0" 08 3'-0"x6'-8"-WOOD PAINTPAINTF 2.1HC WOOD -LAUNDRY ROOM DOORS 09 2'-6"x6'-8"-WOOD PAINTPAINTF 2.1HC WOOD -BEDROOM DOORS 10 2'-4"x6'-8"-WOOD PAINTPAINTF 2.1.rHC WOOD -BATHROOM DOORS Wa yn e D Ande r s on, A IA Dig i t a l l y s ig n ed by W a y n e D And e r s o n , A IA Da t e : 2 0 2 2 . 0 1 . 1 9 1 6 : 0 5 : 3 1 - 0 7 ' 0 0 ' SCALEA8.1 5 1/2" = 1'-0"SCALEA8.1 6 1/2" = 1'-0"SCALEA8.1 7 1/2" = 1'-0"SCALEA8.1 9 1/2" = 1'-0"SCALEA8.1 10 1/2" = 1'-0"SCALEA8.1 8 1/2" = 1'-0" SCALE UNITS B,C,D KITCHEN (TYP) A8.1 1 1/2" = 1'-0"SCALE UNITS B,C,D KITCHEN (TYP) A8.1 2 1/2" = 1'-0"SCALE UNITS C,D BATH (TYP) A8.1 3 1/2" = 1'-0"SCALEA8.1 4 1/2" = 1'-0"SCALEA8.1 5 1/2" = 1'-0" SCALE UNITS B,C,D LAUNDRY (TYP) A8.1 12 1/2" = 1'-0"SCALE UNIT A HC KITCHEN A8.1 13 1/2" = 1'-0"SCALE UNIT A HC KITCHEN A8.1 14 1/2" = 1'-0" WAYNE D. ANDERSON C-2974STATEOFCOL O R ADOLI CE N SED A R C H ITECTGENERAL SHEET NOTES: