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Home My WebLink AboutPLANS New SFD 851 Vista Ln 2022-08-1699 NAME 0000 150 SF B1.2 999D 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ XX 99.9 LEVEL 100'-0" DETAIL CALLOUT BUILDING SECTION INTERIOR ELEVATION EXTERIOR ELEVATION NORTH ARROW REVISION TAG & CLOUD KEYNOTE REFERENCE ROOM TAG WALL TAG DOOR TAG WINDOW TAG FINISH TAG CONSTRUCTION GRID LEVEL ELEVATION INDICATOR SPOT ELEVATION 99.9 EXISTING CONSTRUCTION GRID A100 DESCRIPTION 100'-0" 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WALL SECTION 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _DETAIL SECTION 1 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ?100 00'-0" XXX CEILING TAG LVT-01 1 A100 © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 1 8 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A000 COVER SHEET & PROJECT INFORMATION OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION OUR LADY OF THE MOUNTAINS NEW RECTORY CONSTRUCTION 851 VISTA LANE | ESTES PARK, CO | 80517 PROJECT TEAM DOCUMENTS INDEX NUMBER NAME GENERAL A000 COVER SHEET & PROJECT INFORMATION CIVIL C-1 CIVIL GRADING PLAN C-2 DETAILS ARCHITECTURAL A002 WALL TYPES A003 DOORS & WINDOWS A004 WINDOW & DOOR DETAILS A011 ARCHITECTURAL SPECIFICATIONS A012 ARCHITECTURAL SPECIFICATIONS A013 ARCHITECTURAL SPECIFICATIONS A014 ARCHITECTURAL SPECIFICATIONS A015 ARCHITECTURAL SPECIFICATIONS A101 SITE PLAN A210 BASEMENT LEVEL FLOOR PLAN A211 MAIN LEVEL FLOOR PLAN A212 ROOF PLAN A301 BASEMENT LEVEL CEILING PLAN A302 MAIN LEVEL CEILING PLAN A401 EXTERIOR ELEVATIONS A402 EXTERIOR ELEVATIONS A501 BUILDING SECTIONS A502 BUILDING SECTIONS A511 WALL SECTIONS A512 WALL SECTIONS A513 WALL SECTIONS A601 VERTICAL CIRCULATION A700 FINISH PLAN & SCHEDULE A710 INTERIOR ELEVATIONS A711 INTERIOR ELEVATIONS A801 DETAILS A901 RENDERINGS STRUCTURAL S1.1 FOUNDATION PLAN S1.2 MAIN LEVEL FRAMING PLAN S1.3 ROOF FRAMING PLAN S2.1 STRUCTURAL DETAIL SECTIONS S2.2 STRUCTURAL DETAIL SECTIONS ABBREVIATIONS A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJUST(ABLE) A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECT/ARCHITECTURAL ANOD. ANODIZED APPROV. APPROVED BD. BOARD BLDG. BUILDING BLK. BLOCK BM. BENCHMARK BOT. BOTTOM B.O. BOTTOM OF BRS. BEARINGS BSMT. BASEMENT B.U.R. BUILT UP ROOF CTR. CENTER, CENTERED CIR. CIRCLE CIRC. CIRCUMFERENCE C.J. CONTROL JOINT CLS. CEILING CLR. CLEAR C.M.U. CONCRETE MASON UNIT COL. COLUMN COMB. COMBINATION COMP. COMPACT, COMPACTED CONC. CONCRETE CONT. CONTINUOUS CONSTR. CONSTRUCTION COORD. COORDINATE COOR. COORIDOR CPT. CARPET C.T. CERAMIC TILE D. DEEP, DRYER DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN DTL. DETAIL DIAG. DIAGONAL DIA. DIAMETER DIM. DIMENSION DISP. DISPENSER DISPL. DISPOSAL DIV. DIVISION DN. DOWN DR. DOOR D.S. DOWN SPOUT DWG. DRAWING E. EAST EA. EACH ELEC. ELECTRIC ELEV. ELEVATION, ELEVATOR EQ. EQUAL EQMT. EQUIPMENT E.W.C. ELECTRICAL WATER COOLER EXH. EXHAUST EXIST (E) EXISTING E.T.R. EXISTING TO REMAIN EXT. EXTERIOR EXP. EXPANSION E.J. EXPANSION JOINT F.D. FLOOR DRAIN F.E.FIRE EXTINGUISHER F.E.C FIRE EXTINGUISHER CABINET F.F.E. FINISH FLOOR ELEVATION FIN. FINISH FIXT. FIXTURE FLR. FLOOR FND. FOUNDATION F.R. FIRE RATED FRMG. FRAMING FRZ. FREEZER FTG. FOOTING FUT. FUTURE GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR GRND. GROUND G.C. GENERAL CONTRACTOR GYP. BD. GYPSUM BOARD H. HIGH H.B. HOSE BIBB HC. HANDICAPPED H.D. HEAVY DUTY HDWR. HARDWARE H.M. HOLLOW METAL H.O. HOLD OPENS HORZ. HORIZONTAL HT. HEIGHT HTG. HEATING I.D. INSIDE DIAMETER I.L.O. IN LIEU OF INCL. INCLUDE, INCLUDING INSUL. INSULATION, INSULATED INT. INTERIOR JT. JOINT JST. JOIST KIT. KITCHEN L. LENGTH LA. LAYER LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY L.F. LINEAL FEET LB., # POUND LVR. LOUVER MAS. MASONRY M.O. MASONRY OPENING MATL. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MFR. MANUFACTURER MH. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS MM. MILLIMETER(S) MTL. METAL N. NORTH NEC. NECESSARY (N) NEW N.I.C. NOT IN CONTRACT NO., # NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.D. OUTSIDE DIAMETER O.C. ON CENTER OH. OVERHEAD OPP. OPPOSITE O.S.B. ORIENTED STRAND BOARD OTS OPEN TO STRUCTURE PART. PARTITION PER. PERIMETER P-LAM. PLASTIC LAMINATE PLBG. PLUMBING PROP. PROPERTY PT. PAINT R. RISER, RADIUS R.B. RUBBER BASE RE. REFER TO REC. RECESSED REF. REFERENCE REFL. REFLECTED REM. REMOVE, REMOVABLE REQ'D. REQUIRED RET. RETURN REV. REVISION RM. ROOM S. SOUTH S.B. SPLASH BLOCK SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FOOT SHWR. SHOWER SHT. SHEET SIM. SIMILAR S.O.G. SLAB-ON-GRADE SPEC. SPECIFICATION SPECS. SPECIFICATIONS SPK. SPEAKER SQ. SQUARE STD. STANDARD STL. STEEL STR. STAIR STRUC. STRUCTURE, STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL SYS. SYSTEM T. THICK, TREAD T.B.D. TO BE DETERMINED TEMP. TEMPORARY, TEMPERED T&G. TONGUE AND GROOVE T.O.___ TOP OF ___ TLT/TOIL. TOILET T.P. TOILET PAPER T.S. TUBE STEEL TYP. TYPICAL UC. UNDERCUT U.N.O. UNLESS NOTED OTHERWISE V.B. VAPOR BARRIER V.C.T. VINYL COMPOSITION TILE VENT. VENTILATOR VERT. VERTICAL VEST. VESTIBULE VIN. VINYL W. WEST W/ WITH W/O WITHOUT W.C. WATER CLOSET WD. WOOD WDW. WINDOW WIN. WINDOW W.R. WATER RESISTANT W.W.F. WELDED WIRE FABRIC GRAPHIC SYMBOLSKEY PLAN PROJECT LOCATION PROPERTY LOCATION PROJECT SUMMARY Project Description THE PROJECT INCLUDES NEW CONSTRUCTION OF A RECTORY BUILDING ON THE GROUNDS OF OUR LADY OF THE MOUNTAINS CHURCH. CODE SUMMARY OWNER PARISH REPRESENTATIVE REVERAND FAUSTINUS ANYAMELE PASTOR OUR LADY OF THE MOUNTAINS ARCHDIOCESE REPRESENTATIVE MIKE WIZNESKI DESIGN TEAM ARCHITECTURE & INTERIORS INTEGRATION DESIGN GROUP, PC ADAM HERMANSON, AIA 730 17TH ST, SUITE 104 DENVER, COLORADO 80202 (303) 227-9453 CIVIL ENGINEER Cornerstone Engineering and Surveying, Inc. Mike Todd, P.E. 1692 Big Thompson Ave., Suite 200 Estes Park, CO 80517 (970) 586-2458 STRUCTURAL ENGINEER Gebau Consulting Engineers, Inc. Paul Gallagher, P.E. 1121 Broadway, Suite 201 Boulder, CO 80302 (303)444-8545 LANDSCAPE ARCHITECT TBA MECHANICAL, ELECTRICAL & PLUMBING DESIGN-BUILD BY GENERAL CONTRACTOR BUILDING TOTAL AREA: 3,860 SF BASEMENT SINGLE FAMILY RESIDENCE R-3 1,504 SF MAIN LEVEL SINGLE FAMILY RESIDENCE R-3 2,356 SF LEVEL INTENDED USE IBC CLASSIFICATION GROSS AREA APPLICABLE CODES AS ADOPTED AND AMENDED BY THE CITY OF ESTES PARK, COLORADO: 2015 IRC (IN LIEU OF IBC. RE: EXCEPTION GRANTED UNDER AMENDMENTS TO IRC 2015 BY CITY OF ESTES PARK, CHAPTER 1, SEC R101.2.3) 2015 IMC 2015 IPC 2020 NEC - AS ADOPTED AND AMENDED BY THE STATE OF COLORADO 2018 IFC - AS ADOPTED AND AMENDED BY ESTES VALLEY FIRE PROTECTION DISTRICT & RATIFIED BY TOWN OF ESTES PARK: OCCUPANCY TYPES R3 SINGLE FAIMLY RESIDENCE CONSTRUCTION TYPE V-B - NON-SPRINKLERED, NON-RATED (IBC TABLE 503) ALLOWABLE HT: 30' - 2 STORY CODE REVIEW ANALYSISZONING PARCEL ID: 2519308916 ZONING DISTRICT: R-2 BUILDING TYPE: TWO FAMILY (RESIDENTIAL) MAX NET DENSITY: 4 UNITS / ACRE MIN LOT WIDTH: 60 FT MIN FRONT SETBACK: 15' MIN SIDE SETBACK: 10' MIN REAR SETBACK: 15' MIN BUILDING WIDTH 20' MAX BUILDING HEIGHT 30' RE:FIGURE 1-3 ORDINANCE 18-02 FOR HEIGHT MEASUREMENT CRITERIA FROM ORIGINAL GRADE MIN LOT AREA: 27,000 SF - 50,000 SF (DUPLEX) 18,000 SF - 41,000 SF (SGL FAMILY) RE:ESTES VALLEY DEVELOPMENT CODE, TABLE 7-1 FOR MIN LOT SIZE INCREASES ON STEEP SLOPE SITES WIND AND SNOW LOADS BUILDING ELEVATION: 7,538' WIND RISK CATEGORY: 2 - RESIDENTIAL HOMES SNOW LOAD: 70 PSF (ELEVATIONS 7,000' - 7,999') WIND LOAD: 175 MPH (RISK CAT 2) MECHANICAL - DESIGN BUILD ELECTRICAL - DESIGN BUILD PLUMBING - DESIGN BUILD ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 1 Reviewed by SAFEbuilt 08/16/2022 This structure must comply with the requirements of the 2020 National Electrical Code APPROVED by SAFEbuilt; 2018 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 08/16/2022 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION S S S S S S S S S T S 3 2 ° 0 8 ' E 3 1 3 . 0 7 ' 7550 7540 7540 7530 4 ' S I D E W A L K @ 4 . 5 % ( M A X . ) PR O P O S E D S I D E W A L K O H P MAIN FINISHED FLOOR =7538 BASEMENT FINISHED FLOOR =7528 27.5 (7526.8)X (7524.3) X ~1.7% ~9.4% ASPHALT PARKING X 37.80X X S 4 i n E S e r v FG 40 X TS 37.80X BS 35.3 X TS 35.24 X BS 32.74 X TS 32.68 X BS 30.18 X BS 26.62 X BS 27.62 XTS 27.62 X 2 8 30 3 2 3 4 3 6 T T T T T W W W W W W W W WS 0 . 7 5 i n PROPOSED 20LF 12" ADS CULVERT WITH FLARED END SECTIONS U.S. INV=7534 D.S. INV=7532 V I S T A D R I V E N 57 ° 5 2 ' E 1 9 9 . 2 ' N 57 ° 5 2 ' E 1 9 9 . 2 ' S 3 2 ° 0 8 ' E 1 8 0 . 0 ' LOT 19 LAKE VIEW TRACTS 10' BUILDING SETBACK 15' BUILDING SETBACK 25' BUILDING SETBACK 10' BUILDING SETBACK EXISTING SIDEWALK DECK 2 8 . 9 ' 6.9' 8 . 0 ' 1.3' 6 . 9 ' 0.8' 2 2 . 2 ' 9.0' 25.5' 2 0 . 8 ' 4.0' 4 4 . 9 ' 31.1' 1 3 . 3 5 ' ± 2 4 . 0 0 ' ± 31.6 8 ' ± EXISTING TREE TO BE REMOVED PROPOSED 4" SDR40 SEWER SERVICE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED 3/4" 'K' COPPER WATER SERVICE ROAD PATCH AS REQUIRED PROPOSED TELEPHONE SERVICE FG 36 X FG 27.5 X 26 3 8 36 34 FG 37 3:1 (H : V ) W S E OHP G SUBJECT PROPERTY LINE EXISTING INTERMEDIATE CONTOUR EXISTING WATER LINE EXISTING SEWER LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING OVERHEAD POWER LINE EXISTING GAS LINE ADJACENT PROPERTY LINE EXISTING SEWER MANHOLE EXISTING EASEMENT LINE EXISTING INDEX CONTOUR W/ ELEVATION7690 BUILDING SETBACK LINE DENOTES TOP OF CURB ELEVATIONTC DENOTES FLOW LINE OF CURB ELEVATIONFL DENOTES FINISHED GRADE ELEVATIONFG DENOTES TOP OF STEP ELEVATIONTS DENOTES BOTTOM OF STEP ELEVATIONBS DENOTES UPSTREAM INVERT ELEVATIONU.S. INV DENOTES DOWNSTREAM INVERT ELEVATIOND.S. INV 10 SCALE 1" = 10' 0 10 20 30 N OUR LADY OF THE MOUNTAIN CATHOLIC CHURCH SITEPLAN OUR LADY OF THE MOUNTAINS SHEET TITLE: BY:REVISION:DATE: CLIENT: SHEET 2 SHEET 1501.007 JOB NO.MST DATE SCALE APPROVED BY AS SHOWN APRIL 2022 MST JLR MST DRAWN BY CHECKED BY DESIGNED BY PROJECT TITLE: RECTORY SITEPLAN 2022 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 R Know what's below. Call before you dig. CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LEGEND: JLRREVISE ENTRY STAIRS TO BE CONCRETE01/22/2020 JLRBID SET02/07/2022 1.ZONING - RE-1 2.SETBACKS ARE AS FOLLOWS: STREET - 50 FEET SIDE - 50 FEET REAR - 50 FEET 3.CONTOURS ARE AT 2-FOOT INTERVALS. 4.SURVEY IS MEASURED IN US SURVEY FOOT 5.THIS DRAWING DOES NOT REPRESENT A MONUMENTED SURVEY, BOUNDARY INFORMATION WAS ACQUIRED FROM THE LAKE VIEW TRACTS PLAT MAP. GENERAL NOTES: LEGAL DESCRIPTION: LOT 19 LAKE VIEW TRACTS SUBDIVISION JLRADDENDUM #1 APRIL 26, 202204/25/2022 JLRPERMIT SET05/23/2022 Michael Todd, P.E. 2022.05.26 11:34:03 -06'00' Reviewed by SAFEbuilt 08/16/2022 OUR LADY OF THE MOUNTAIN CATHOLIC CHURCH GENERAL NOTES & DETAILS OUR LADY OF THE MOUNTAINS SHEET TITLE: BY:REVISION:DATE: CLIENT: SHEET 2 SHEET 2501.007 JOB NO.MST DATE SCALE APPROVED BY AS SHOWN APRIL 2022 MST JLR MST DRAWN BY CHECKED BY DESIGNED BY PROJECT TITLE: RECTORY SITEPLAN 2022 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 R Know what's below. Call before you dig. CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. JLRREVISE ENTRY STAIRS TO BE CONCRETE01/22/2020 JLRBID SET02/07/2022 1.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 2.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (e.g. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE TOWN OF ESTES PARK. 5.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 6.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 8.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER AND SANITARY WASTE. THE CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 9.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 10.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, A. BELOW ALL GUTTER DOWNSPOUTS. B. OUT TO DRAINAGE SWALES C. ALONG THE PERIMETER. D. OTHER LOCATIONS, IF NEEDED. 11.A VEHICLE TRACKING PAD SHALL BE INSTALLED WHEREVER IT IS NECESSARY FOR CONSTRUCTION EQUIPMENT INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, i.e. STONE, DIRT, ETC., SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, CONSTRUCTION MATERIALS AND/OR BUILDING SITES. 12.IMMEDIATELY UPON COMPLETION OF CULVERT PIPE INSTALLATION, RIPRAP SHALL BE PLACED AT THE OUTLET AS PERMANENT EROSION CONTROL FEATURE. THE CONTRACTOR SHALL NOT WAIT UNTIL COMPLETION OF ALL CULVERTS BUT SHALL DO WORK CONTINUOUSLY THROUGHOUT THE PROJECT. CULVERT PIPE REQUIRING RIPRAP IS SPECIFIED IN THE PLANS. 13.EROSION MAT SHALL BE PLACED ON ALL FINISHED GRADES WITH SLOPES GREATER THAN 3:1. IN TRENCH BLANKET FABRIC ANCHORED IN TRENCH SILT FABRIC ANCHORED FL O W ALLOW WRINKLES. INSTALL STAPLE STRETCH THE BLANKET, AND DO NOT 4" APPROXIMATE 4 6" x 6" CHECK SLOTS SHOULD BE MADE EVERY 18'. INSERT A FOLD OF THE BLANKET INTO A TRENCH 6" WIDE BY 6" DEEP AND TAMP FIRMLY. LAY THE BLANKET SMOOTHLY ON THE SURFACE OF THE SOIL: DO NOT TRENCH F L O W 6" 3 USE A 6" OVERLAP WHEREVER ONE ROLL OF BLANKET ENDS AND ANOTHER BEGINS. FLOW DITCH SLOPE FLOW PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW. DO NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE CHECK SLOTS AS REQUIRED. PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. 20" ON CENTER IN TRENCH. PLAN NOTES: CORNERSTONE ENGINEERING AND SURVEYING, INC. IS NOT A GUARANTOR OF THE PERFORMANCE OF THE WORK. CORNERSTONE ENGINEERING AND SURVEYING, INC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATED THERETO. CORNERSTONE ENGINEERING AND SURVEYING, INC. EXERCISES NO CONTROL OVER THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, FORMS, OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR OVER THE SUPERINTENDING OF THE SAME. WRITTEN SCALES ON PLAN ARE FOR FULL SIZED 24" x 36" PLANS AND DO NOT APPLY TO REDUCED PLAN SETS. 14.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF THE IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL HAVE, ON-SITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, AND EASEMENTS. 16.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 17.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OR RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. THIS INFORMATION SHALL BE PROVIDED TO PROJECT MANAGER UPON COMPLETION OF THE PROJECT. 20.AREAS DISTURBED BY GRADING SHALL BE CONTOURED SO THEY CAN BE REVEGETATED AND SHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER CONSTRUCTION, USING NATIVE SPECIES SIMILAR TO THOSE GROWING ON THE SITE WHEN SUCH REVEGETATION DOES NOT CONTRIBUTE HAZARDS. REVEGETATION SHALL BE SUFFICIENT TO PROVIDE EROSION CONTROL AND TO PREVENT THE INVASION OF WEEDS. 21.ON MAN-MADE SLOPES OF TWENTY-FIVE PERCENT (25%) OR GREATER, PLANT MATERIALS WITH DEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUN-OFF. 1.DEPTH OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS BASES OF CUTS AND FILLS 0.5 FEET 2.EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID SEPARATELY. 3.WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. COST FOR DUST PALLIATIVE WILL NOT BE MEASURED OR PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 4.THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND FACILITIES SUBJECT TO FLOODING, REGARDLESS OF THE SOURCE OF WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE TOWN. 5.RELOCATION OF EXISTING UTILITIES IS NOT PART OF THIS CONTRACT EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY RELOCATIONS BY UTILITY COMPANIES IN HOW IT IMPACTS HIS WORK SCHEDULE AND WORK PROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE DEVELOPER AND IT'S ENGINEER HARMLESS FOR DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE UTILITY ADJUSTMENTS TO ELIMINATE CONFLICT WITH PROGRESS OF THE WORK. 6.UTILITIES SANITARY SEWER: UPPER THOMPSON SANITATION DISTRICT CONTACT: NATHAN ROMIG (970) 692-4237 ELECTRIC: ESTES PARK POWER AND COMMUNICATIONS CONTACT: JOE LOCKHART (970) 577-3607 WATER: TOWN OF ESTES PARK CONTACT: CHRIS ESHELMAN (970) 577-3630 UTILITY LOCATE: 1-800-922-1987. 7.TRENCHES OVER FIVE FEET IN DEPTH SHALL BE EITHER SHORED OR TRENCH WALLS SHALL BE SLOPED TO THE APPLICABLE OSHA REGULATIONS. 8.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPROPRIATE OSHA REGULATIONS AND STANDARDS INCLUDING, BUT NOT LIMITED TO, 29 CFR PART 1926, OSHA STANDARDS-EXCAVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SLOPING AND BENCHING FOR PROTECTION OF EMPLOYEES IN EXCAVATIONS PLUS METHODS FOR PHYSICAL PROTECTION FOR FALL PROTECTION. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, AT HIS EXPENSE, ANY PROPERTY PINS OR SURVEY MONUMENTS DESTROYED DURING CONSTRUCTION. 10.OVERHEAD POWER AND TELEPHONE LINES ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES LOCATIONS AND TAKING NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OVERHEAD LINES PRIOR TO AND DURING CONSTRUCTION. 11.THE CONTRACTOR SHALL COORDINATE WITH EMERGENCY ASSISTANCE AGENCIES TO INSURE THAT EMERGENCY VEHICLES ARE NOT HINDERED DURING CONSTRUCTION. 12.THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST AVAILABLE INFORMATION. 13.EXISTING UTILITIES: KNOWN SEWER, WATER, GAS MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND STRUCTURES ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER. THERE IS EXPECTED TO BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITY OF UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE. THE CONTRACTOR WILL MAKE THE INVESTIGATION DEEMED NECESSARY TO VERIFY THE CORRECTNESS AND EXTENT OF THE UTILITIES. THE CONTRACTOR SHALL, AHEAD OF EXCAVATION, LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES SO THEY WILL NOT BE ACCIDENTALLY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND LIABILITY FOR ANY DAMAGE TO UNDERGROUND UTILITIES AND STRUCTURES. GENERAL NOTES:GENERAL NOTES (CONT'D):EROSION CONTROL GENERAL NOTES: EROSION MAT OWNERS SERVICE PIPE & RESPONSIBILITY CHECK VALVE STOP & WASTE SERVICE METER WATER FROM NOTE: SERVICE VALVE TO LINE PROPERTY PRV 1 VALVE GATE 1 TO READOUT UNIT 1 VALVE WATER MAINS REQUIRED W/ METALLIC INSULATING COUPLING CURB STOP WATER MAIN CORP. STOP CURBING PAVEMENT & MAINTAINED LEVEL WITH ADJACENT GROUND "K" COPPER SHALL BE TYPE SERVICE PIPE SHALL BE INSTALLED COVER FOR STOP BOX LINE UNLESS OTHERWISE BE PLACED ON PROPERTY SPECIFIED WATER SERVICE TAPPING DETAIL JLRPERMIT SET05/23/2022 Michael Todd, P.E. 2022.05.2 6 11:34:25 -06'00' Reviewed by SAFEbuilt 08/16/2022 WD. SHEATHING, RE: STRUC R-21 BATT INSUL. 5/8" GYP. BD. 4" STONE VENEER 2" AIR BARRIER 1.5" RIGID INSUL. (R-5.78) MORTOR JOINT 2x6 WD. STUD 5 1 / 2 " 1' - 1 5 / 8 " VENEER TIE 2x3 WD. STUD AT WALL TYPE A1 5/8" TYPWE X GYP. BD. AT B1 WRB 2 2 2x6 WD. STUD 5/8" TYPE X GYP. BD. CEMENT BOARD LAP SIDING 1.5" RIGID INSUL. (R-5.78) WD. SHEATHING, RE: STRUC R-21 BATT INSUL. 8 3 / 4 " 2x3 WD. STUD AT WALL TYPE B1 5/8" TYPE X GYP. BD. AT B1 8 3 / 4 " 8 3 / 4 " 11 1 / 8 " A T B 1 WRB 2 2 2x6 WD. STUD 5/8" TYPE X GYP. BD. 5/8" TYPE X GYP. BD. 5 1 / 2 " R-21 BATT INSUL. 6 3 / 4 " 1 HR RATED UL -U305 2 2x4 WD. STUD 5/8" TYPE X GYP. BD. 5/8" TYPE X GYP. BD. 3 1/2" UNFACED R-13 BATT INSUL. 3 1 / 2 " 4 3 / 4 " 1'-4" ADD 5/8" GYP. BD. AT CHAPEL WALL TYPE D1 2 WALL & PARTITION GENERAL NOTES 1. THESE WALL AND PARTITION TYPES ARE INTENDED TO DESCRIBE THE GENERAL CONSTRUCTION. SHOULD PROJECT CONDITIONS SUGGEST ADJUSTMENTS TO THESE REQUIREMENTS, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT AS TO HOW THE SPECIFIC PARTITION TYPE IS TO BE ADJUSTED OR MODIFIED. 2. CONTRACTOR SHALL VERIFY EXISTING WALL CONSTRUCTION WHERE NEW WORK MEETS EXISTING ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS. 3. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING, LINTELS, BRACING, ETC. AT ANY SPECIAL CONDITIONS. 4. REFER TO CODE PLANS AND CONSTRUCTION PLANS FOR FIRE-RESISTANCE RATED SEPARATION WALLS, FLOORS, AND CEILING CONSTRUCTION. 5. AT ALL PARTITIONS SUPPORTED BY SLAB ON GRADE, PROVIDE FLOATING SILL DETAIL TO ACCOMMODATE 2" OF VERTICAL MOVEMENT. PROVIDE U.L. RATED ASSEMBLY AT RATED PARTITIONS. 6. AT FURRED OUT WALLS, ANCHOR FRAMING BACK TO STRUCTURE AT 24" O.C. 7. ALL PARTITIONS SHALL EXTEND TO UNDERSIDE OF CEILING STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. ALL RATED PARTITIONS SHALL EXTEND TO UNDERSIDE OF DECK STRUCTURE ABOVE. 8. ALL WALLS SHALL COMPLY WITH IBC SECTION 1607.13 FOR LATERAL LOAD RESISTANCE.B1.2WALL TAGS WALL/PARTITION TYPE HEIGHT DESIGNATION .0 REFER TO ELEVATION OR DETAIL. .1 EXTEND TO UNDERSIDE OF DECK. .2 EXTEND TO 6" ABOVE CEILING. .3 EXTEND TO CEILING. (TYP. U.N.O.) WALL HEIGHT DESIGNATIONS RE : S T R U C T U R A L STONE VENEER TYPE E1 TYPE E VENEER TIE RE : S T R U C T 30# BUILDING FELT BETWEEN STUDS AND CONCRETE, FULL HT. STRUCTURAL CONC WALL. RE: STRUCT 3 1 / 8 " 5/ 8 " 2 1 / 2 " 1'-4" 2X3 WD FURRING 5/8" TYPE "X" GYP BD R-19 BATT INSUL 2 © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 9 / 2 0 2 2 2 : 4 1 : 5 8 P M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A002 WALL TYPES OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1 1/2" = 1'-0"1 WALL TYPE - A & A1 1 1/2" = 1'-0"2 WALL TYPE - B & B1 1 1/2" = 1'-0"3 WALL TYPE - C 1 1/2" = 1'-0"4 WALL TYPE - D & D1 1 1/2" = 1'-0"5 WALL TYPE - E & E1 1 1/2" = 1'-0"6 WALL TYPE - F ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 2 BLDG DEPT RESPONSE #2 8 AUG 2022 8.8.22 1 Reviewed by SAFEbuilt 08/16/2022 Rim joist shall have an air barrier on the interior between each joist. PRESCRIPTIVE COMPLIANCE WITH IECC REQUIRED RE: DOOR SCHEDULE 1 2 4 5 6 73 RE : D O O R S C H E D U L E CRAWLSPACE ACCESS DOOR BI-FOLD DOORPREHUNG TWO-PANEL INTERIOR DOOR PREHUNG INSULATED FIBERGLASS WOOD GRAIN DOOR W/ INSULATED GLAZING UNIT; TEMPERED GLASS SLIDING WD CLOSET DOOR OVERHEAD GARAGE DOOR W/ 2" THICK INSULATED PANELS PREHUNG INSULATED FIBERGLASS WOOD GRAIN DOOR TWO PANEL T 5' - 0 " 9'-4" 6' - 0 " 4'-6" 1'-0" BASIS OF DESIGN -MARVIN ELEVATE ALUMINUM CLAD WOOD WINDOW CASEMENT CASEMENT FIXED WITH CASEMENT CASEMENT CASEMENT FIXED FIXED FIXED CASEMENT A C D MKBEFGHJL 2'-0" 6' - 8 " 4' - 0 " 2'-1 1/4"5'-1 1/2"2'-1 1/4" 4' - 0 " 9'-4" 3'-0" 3' - 0 " 3' - 0 " 4'-0"2'-0" 4' - 0 " 3' - 0 " 4'-0"6'-0" 4' - 0 " 5' - 0 " 6'-0" 3'-0" 4' - 0 " FIXEDFIXED WITH CASEMENT CASEMENT 2'-1 1/4"5'-1 1/2"2'-1 1/4" PROVIDE FROSTED GLASS AT ROOM 215 © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 0 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A003 DOORS & WINDOWS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"2 DOOR TYPES 1/4" = 1'-0"1 WINDOW TYPES DOOR SCHEDULE NUMBER FROM ROOM TO ROOM FRAME DOOR FIRE RATING HARDWARE NOTES NOTESMATERIAL FINISH TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH 101 WD STN 3 3'-0" 6'-8" 1 3/4" WD FG MANUF 101 VEST WD PT 2 2'-6" 6'-8" 1 3/4" HC PT 102 GARAGE VEST WD PT 2 3'-0" 6'-8" 1 3/4" WD PT 20 MIN SELF-CLOSING HINGE SET 102A GARAGE DRIVEWAY INSUL PT 7 16'-0" 7'-0" 2" MTL MANUF PROVIDE ELECTRIC OPENER W/ FOUR (4) REMOTE OPENER DEVICES. OPENER SHALL BE BELT-DRIVEN. PROVIDE EXTERIOR WEATHERSTRIPPING AT HEAD AND JAMBS. PROVIDE WEATHERSTRIPPING SEAL ON DOOR BOTTOM. 103 STOR VEST WD 2 2'-6" 6'-8" 1 3/4" 104 VEST UNFINISHED WD PT 2 3'-0" 6'-8" 1 3/4" HC PT 105 GARAGE MECH / STOR WD PT 2 3'-0" 6'-8" 1 3/4" HC PT 20 MIN SELF-CLOSING HINGE SET 105A MECH / STOR WD PT 6 3'-0" 3'-0" 1 3/4" HC PT 201 PORCH ENTRY WD STN 3 3'-0" 6'-8" 1 3/4" WD FG MANUF 202 KITCHEN DECK WD STN 1 3'-0" 6'-8" 1 3/4" WD FG MANUF 205 PANTRY KITCHEN WD PT 2 2'-0" 6'-8" 1 3/4" HC PT 207 DEN HALLWAY WD PT 2 3'-0" 6'-8" 1 3/4" SC PT 208 HALLWAY GUEST STUDY WD PT 2 3'-0" 6'-8" 1 3/4" SC PT 209 CLST GUEST BEDROOM WD PT 4 6'-0" 6'-8" 1 3/4" HC PT 210 GUEST BEDROOM GUEST RR WD PT 2 2'-8" 6'-8" 1 3/4" HC PT 211 HALLWAY POWDER RM WD PT 2 2'-8" 6'-8" 1 3/4" SC PT 212 LAUN HALLWAY WD PT 5 5'-0" 6'-8" 1 1/2" HC PT 214 HALLWAY PRIEST STUDY WD PT 2 3'-0" 6'-8" 1 3/4" SC PT 215 PRIEST BEDROOM RESTROOM WD PT 2 2'-8" 6'-8" 1 3/4" HC PT 217 CLST PRIEST BEDROOM WD PT 4 6'-0" 6'-8" 1 3/4" HC PT 218 CLST ENTRY WD PT 2 3'-0" 6'-8" 1 3/4" HC PT ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 WINDOW PER SCHEDULE WALL ASSEMBLY REF: 1X WD SILL AND APRON, PAINT CAULK 1X TRIM, PAINT CAULK WALL ASSEMBLY REF: FLASHING 1X TRIM, PAINT CAULK CAULK, TYP ALL SIDES WINDOW PER SCHEDULE WALL ASSEMBLY REF: CAULK 1X WD SILL AND APRON, PAINT 1X TRIM, PAINT CAULK WINDOW PER SCHEDULE WALL ASSEMBLY REF: 1X WD SILL AND APRON, PAINT CAULK 1X TRIM, PAINT CAULK WALL ASSEMBLY REF: FLASHING STL. LINTEL, RE: STRUC CAULK CAULK, TYP ALL SIDES WINDOW PER SCHEDULE WALL ASSEMBLY REF: FLASHING 1X WD SILL AND APRON, PAINT SLOPED STONE SILL 2X WD FRAME WEATHERSTIPPING WALL ASSEMBLY, RE: GARAGE DOOR & RAILS BY MANUF 2X WD HEADER, RE: STRUC SOFFIT BOARD WALL ASSEMBLY, RE: FLASHING 2X WD FRAME, PAINT GARAGE DOOR RAILS BY MANUF 2X WD TRIM, PAINT FLASHING CAULK /2 A002 DOOR AS SCHEDULED FLASHING P.T. WD LEDGER, RE: STRUC P.T. WD JOIST, RE: STRUC FLASHING CONC. FND, RE: STRUC THRESHOLD SET IN BED OF SEALANT 1/ 2 " DOOR AS SCHEDULED SHEATHING PER STRUCT JOIST, RE: STRUC CONC FOUNDATION, RE: STRUCT DAMPPROOFING JOINT FILLER W/ SEALANT SET THRESHOLD IN BED OF SEALANT © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 1 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A004 WINDOW & DOOR DETAILS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1 1/2" = 1'-0"1 WINDOW JAMB AT SIDING 1 1/2" = 1'-0"2 WINDOW HEAD AT SIDING 1 1/2" = 1'-0"3 WINDOW SILL AT SIDING 1 1/2" = 1'-0"5 WINDOW JAMB AT STONE 1 1/2" = 1'-0"6 WINDOW HEAD AT STONE 1 1/2" = 1'-0"7 WINDOW SILL AT STONE 1 1/2" = 1'-0"4 DOOR JAMB AT GARAGE 1 1/2" = 1'-0"8 DOOR HEAD AT GARAGE 1 1/2" = 1'-0"10 DOOR THRESHOLD AT DECK 1 1/2" = 1'-0"9 DOOR THRESHOLD AT CONC ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 1 Reviewed by SAFEbuilt 08/16/2022 SECTION 01010 -SUMMARY OF WORK 1. ALL WORK SHALL BE PERFORMED UNDER THE REQUIREMENTS OF THE OWNER-CONTRACTOR AGREEMENT. IT IS UNDERSTOOD THAT THIS CONTRACT INCORPORATES THE LATEST VERSION OF THE AIA-A201 DOCUMENT 'GENERAL CONDITIONS FOR THE CONTRACT FOR CONSTRUCTION' AS CURRENTLY AMENDED BY THE ARCHDIOCESE OF DENVER - OFFICE OF CONSTRUCTION. A COPY OF THESE CONDITIONS SHALL BE MADE AVAILABLE TO ALL BIDDERS. THE GENERAL CONDITIONS APPLY TO EACH AND EVERY SECTION OF THESE SPECIFICATIONS AS THOUGH INCLUDED HEREIN. ALL PERSONS PERFORMING WORK ON THIS PROJECT ARE REQUIRED TO COMPLY WITH ALL THE REQUIREMENTS OF THE GENERAL CONDITIONS AND IT SHALL BE THEIR RESPONSIBILITY TO MAKE THEMSELVES FAMILIAR WITH THE TERMS OF THE GENERAL CONDITIONS. 2. SUMMARY: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, DEVICES AND SUPERVISION REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK FOR THE NEW CONSTRUCTION AND IMPROVEMENTS DESCRIBED ON THE DRAWINGS AND SPECIFIED HEREIN. PRIOR TO BIDDING AND COMMENCING THE WORK THE CONTRACTOR SHALL FAMILIARIZE HIMSELF, THE SUBCONTRACTORS, MATERIAL SUPPLIERS, AND TRADESPEOPLE WITH ALL CONSTRUCTION DOCUMENTS, FIELD CONDITIONS, AND EXISTING DIMENSIONS, AND SHALL CONFIRM THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CLARIFICATIONS FROM THE ARCHITECT. 3. THE DRAWINGS AND WRITTEN SPECIFICATIONS ARE COMPLEMENTARY AND INTENDED TO INCLUDE ALL WORK NECESSARY FOR THOROUGH AND SATISFACTORY COMPLETION OF THE PROJECT. ANY WORK NOT INDICATED ON THE DRAWINGS, NOR MENTIONED IN THE SPECIFICATIONS, BUT OBVIOUSLY AND REASONABLY REQUIRED FOR THE PROPER CONCLUSION OF THE WORK SHALL BE DEEMED A PART OF THE CONTRACT. 4. OTHER DESIGN PROFESSIONALS: CERTAIN PROFESSIONAL SERVICES MAY BE PERFORMED BY INDEPENDENT CONSULTANTS UNDER SEPARATE AGREEMENTS WITH THE OWNER THE GENERAL CONTRACTOR, ARCHITECT, AND THEIR SUB-CONTRACTORS OR AND SUB-CONSULTANTS WILL NOT BE PROFESSIONALLY LIABLE OR RESPONSIBLE FOR THE WORK OF THE OWNER'S INDEPENDENT DESIGN CONSULTANTS OR VENDORS. WHERE INFORMATION OR DOCUMENTS HAVE BEEN PROVIDED BY INDEPENDENT CONSULTANTS, THE CONTRACTOR SHALL DIRECT ALL INQUIRIES AND SUBMITTALS TO SUCH CONSULTANTS WITH COPIES TO THE OWNER AND ARCHITECT FOR INFORMATION AND RECORD ONLY. 5. WORK BY OTHERS: SOME CONTRACTORS MAY BE HIRED DIRECTLY BY THE OWNER TO PROVIDE CERTAIN SERVICES TO COMPLETE THIS PROJECT. THE GENERAL CONTRACTOR SHALL COOPERATE WITH THESE SUPPLIERS AND INSTALLERS TO ENSURE EFFICIENT AND ORDERLY SEQUENCING OF THE INSTALLATION. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE DURING WORKING HOURS, PROVIDE FOR STORAGE OF MATERIALS OF THE OWNER'S SEPARATE FORCES, AND ALLOW FOR PERFORMANCE OF THEIR ACTIVITIES. 6. APPLICABILITY: THE CONTRACTOR AND HIS SUB-CONTRACTORS PERFORMING WORK SHALL BE SUBJECTED TO THE TERMS AND CONDITIONS OF CONSTRUCTION AS STATED IN THE GENERAL TERMS OF THE CONTRACT. 7. WORK BY THE OWNER: CERTAIN ITEMS SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS MAY BE FURNISHED BY THE OWNER AT THEIR DISCRETION FOR INSTALLATION BY THE CONTRACTOR OR THE OWNER MAY CHOOSE TO FURNISH AND/OR INSTALL CERTAIN ITEMS THEMSELVES. REFERENCE THE SPECIFICATIONS AND DRAWINGS FOR A SUMMARY OF SUCH KNOWN OR POSSIBLE ITEMS. 8. MANUFACTURER SPECIFICATIONS AND INDUSTRY STANDARDS: INSTALL ALL MATERIALS, MANUFACTURED ITEMS, AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURERS' OR APPLICABLE INDUSTRY AGENCIES' LATEST RECOMMENDED STANDARDS AND SPECIFICATIONS AS REFERENCED HEREIN. 9. CONFLICTING DOCUMENTS: IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS, NOTIFY THE OWNER & ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY RELATED WORK. THE MANUFACTURERS' OR INDUSTRY AGENCIES' SPECIFICATIONS OR RECOMMENDATIONS SHALL GOVERN UNLESS THE OWNER/ARCHITECT ORDERS IN WRITING A DEVIATION SUBSEQUENT TO SUCH NOTICE. 10. VERIFICATION OF EXISTING CONDITIONS: VERIFY FLOOR LEVEL CONDITION AND NOTIFY OWNER & ARCHITECT IF FLOOR VARIES BEYOND THE INDUSTRY STANDARD 1" IN 10'. NOTIFY ARCHITECT WHERE TOLERANCE IS EXCESSIVE SUCH THAT COMPLETED WORK MIGHT NOT BE ACCEPTABLE TO OWNER. 11. CONDITION OF EXISTING BUILDING: MAINTAIN PORTIONS OF EXISTING BUILDING AFFECTED BY CONSTRUCTION OPERATIONS IN A WEATHERTIGHT CONDITION THROUGHOUT CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. 12. PARTIAL OWNER OCCUPANCY: OWNER WILL NOT OCCUPY THE PREMISES DURING ENTIRE CONSTRUCTION PERIOD. COOPERATE WITH OWNER DURING CONSTRUCTION OPERATIONS TO MINIMIZE CONFLICTS AND FACILITATE OWNER ACCESS. PERFORM THE WORK SO AS NOT TO INTERFERE WITH OWNER'S OPERATIONS NEARBY. PROVIDE NOT LESS THAN 5-DAYS NOTICE TO OWNER OF ANY AND ALL ACTIVITIES THAT WILL AFFECT OWNER'S OPERATIONS. 13. ALTERNATES: PROVIDE TO THE OWNER AND ARCHITECT SEPARATE LINE ITEM PRICING FOR EACH SCOPE OF WORK IDENTIFIED AS AN ADD OR DEDUCT ALTERNATE ON THE COVER SHEET AND/OR ON THE DRAWINGS. INCLUDE AS PART OF THE LINE ITEM COSTS THE BASE BID COSTS THAT WOULD BE ADDED OR REDUCED BY IMPLEMENTING THE CHANGE. 14. WORK RESTRICTIONS: A. COMPLY WITH LIMITATIONS ON USE OF PUBLIC STREETS AND OTHER REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. B. ONSITE WORK HOURS TO BE LIMITED TO 7AM - 6PM MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED IN ADVANCE BY THE OWNER. C. NOTIFY OWNER 5-DAYS IN ADVANCE AND COORDINATE WORK THAT MAY RESULT IN HIGH LEVELS OF NOISE AND VIBRATION, ODORS, OR OTHER DISRUPTION TO OWNER OCCUPANCY TO MINIMIZE IMPACT ON OWNER OPERATIONS. D. SMOKING IS NOT PERMITTED WITHIN THE BUILDING OR WITHIN 25' OF ENTRANCES, OPERABLE WINDOWS, OR OUTDOOR AIR INTAKES. USE OF TOBACCO AND OTHER CONTROLLED SUBSTANCES WITHIN THE EXISTING BUILDING IS NOT PERMITTED. SECTION 01300 -ADMINISTRATIVE REQUIREMENTS 1. SCALED DRAWINGS: DO NOT SCALE DRAWINGS TO DETERMINE THE SCOPE OF WORK. WRITTEN DIMENSIONS ESTABLISH LOCATION OF ALL PARTITIONS. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE DOCUMENTS BEFORE PROCEEDING WITH CONSTRUCTION. 2. BUILDING CODES AND PERMITS: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. PROVIDE ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REQUIREMENTS. 3. APPROVAL OF WORK: PRESENCE OF THE OWNER /ARCHITECT ON THE JOBSITE DOES NOT IMPLY APPROVAL OR ACCEPTANCE OF THE WORK. IF DEVIATION FROM THE DESCRIBED SCOPE OF WORK APPEARS TO BE NECESSARY, SPECIFIC ITEMS MUST BE CALLED TO THE ATTENTION OF OWNER /ARCHITECT FOR APPROVAL. DEVIATIONS NOT SPECIFICALLY DISCUSSED ARE CONSIDERED REJECTED OUT OF HAND. 4. PROJECT MEETINGS: CONTRACTOR SHALL ADMINISTER PROJECT MEETINGS. CONTRACTOR SHALL MAKE PHYSICAL ARRANGEMENT FOR MEETINGS AND NOTIFY ALL INVOLVED PARTIES IN WRITING AT LEAST 3 DAYS IN ADVANCE. CONTRACTOR SHALL PRESIDE AT MEETINGS, RECORD MINUTES AND REPRODUCE AND DISTRIBUTE COPIES OF THE MINUTES OF THE MEETING WITHIN 3 WORKING DAYS AFTER EACH MEETING TO PARTICIPANTS OF MEETING AND PARTIES AFFECTED BY DECISIONS MADE AT EACH MEETING AND TO THE ARCHITECT, WHETHER PRESENT OR ABSENT. 5. PROJECT SCHEDULE: THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING OF CONSTRUCTION. THE CONTRACTOR SHALL PUBLISH AND MAINTAIN A CONSTRUCTION SCHEDULE AS REQUIRED BY THE CONDITIONS OF THE CONTRACT. THE APPROVED PROJECT SCHEDULE SHALL BE USED TO MEASURE THE PROGRESS OF THE WORK, TO AID IN EVALUATING TIME EXTENSIONS, AND TO PROVIDE THE BASIS FOR ALL PROGRESS PAYMENTS. THE SCHEDULE SHALL INCLUDE AN APPROPRIATE LEVEL OF DETAIL TO ALLOW MONITORING OF THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL UPDATE THE SCHEDULE AS REQUIRED OR AT A MINIMUM BIWEEKLY TO INDICATE CHANGES CAUSED BY CHANGE ORDERS, CONTRACTOR CHANGES IN WORK SEQUENCE, DELAYS DUE TO WEATHER, SUBMITTALS, AND DELIVERIES, AND OTHER DELAYS BEYOND THE CONTRACTOR'S CONTROL. 6. EXISTING ADJACENT BUILDINGS & SYSTEMS: ANY INTERRUPTIONS OF SERVICE TO THE PLUMBING, MECHANICAL AND/OR ELECTRICAL SYSTEMS REQUIRE 5-DAYS ADVANCE NOTICE AND COORDINATION WITH THE OWNER'S STAFF. 7. EXISTING CONDITIONS: CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIVE EFFORTS TO UNCOVER AND INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK IN EACH AREA. 8. SUBSTITUTIONS: PROPRIETARY PRODUCTS ARE SPECIFIED IN SEVERAL OF THE SPECIFICATION SECTIONS, OR ON THE DRAWINGS, AS “BASE BID” ITEMS. “APPROVED EQUAL” SUBSTITUTIONS WILL BE CONSIDERED DURING BIDDING OR NEGOTIATION ONLY IF THE PROPOSED SUBSTITUTION MATCHES THE BASE BID ITEM IN MATERIAL, COLOR, STYLE, TYPE, SIZE, FINISH, AND QUALITY. PROPOSED SUBSTITUTIONS MUST BE SUBMITTED, USING STANDARD CONSTRUCTION SPECIFICATINS INSTITUTE FORM, TO THE ARCHITECT WITH FULL DOCUMENTATION OF COMPLIANCE DURING THE BIDDING PERIOD, AND NO LATER THAN (1) CALENDAR DAYS PRIOR TO THE DATE OF BID OPENINGS. 9. MINOR CHANGES IN THE WORK: ARCHITECT MAY ISSUE SUPPLEMENTAL INSTRUCTIONS AUTHORIZING MINOR CHANGES IN THE WORK, NOT INVOLVING ADJUSTMENT TO THE CONTRACT SUM OR THE CONTRACT TIME. SECTION 01300 -ADMINISTRATIVE REQUIREMENTS (CONTINUED) 10. PROPOSAL REQUESTS: OWNER-INITIATED PROPOSAL REQUESTS: ARCHITECT WILL ISSUE A DETAILED DESCRIPTION OF PROPOSED CHANGES IN THE WORK THAT MAY REQUIRE ADJUSTMENT TO THE CONTRACT SUM OR THE CONTRACT TIME. IF NECESSARY, THE DESCRIPTION WILL INCLUDE SUPPLEMENTAL OR REVISED DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A QUOTATION WITHIN 15 WORKING DAYS ESTIMATING ADJUSTMENTS TO THE CONTRACT SUM AND THE CONTRACT TIME NECESSARY TO EXECUTE THE CHANGE. CONTRACTOR SHALL PROVIDE COMPLETE BREAKDOWN OF COST CHANGES WITH EACH QUOTATION, PROVIDED ON FORMS ACCEPTABLE TO THE OWNER. IF PROPOSED CHANGES REQUIRE MODIFICATIONS TO THE CONTRACT, CONTRACTOR MAY INITIATE A CLAIM BY SUBMITTING A REQUEST FOR A CHANGE TO ARCHITECT. INCLUDE A STATEMENT OUTLINING REASONS FOR THE CHANGE AND THE EFFECT OF THE CHANGE ON THE WORK. PROVIDE A COMPLETE DESCRIPTION OF THE PROPOSED CHANGE. INDICATE THE EFFECT OF THE PROPOSED CHANGE ON THE CONTRACT SUM AND THE CONTRACT TIME. CONTRACTOR SHALL PROVIDE COMPLETE BREAKDOWN OF COST CHANGES WITH EACH QUOTATION, PROVIDED ON FORMS ACCEPTABLE TO THE OWNER. 11. CHANGE ORDER PROCEDURES: ON OWNER'S APPROVAL OF A PROPOSED CHANGE ORDER THE GC SHALL PREPARE A FORMAL CHANGE ORDER FOR SIGNATURES OF THE OWNER AND CONTRACTOR ON A FORM CONSISTENT WITH AIA-G701. SECTION 01310 -PROJECT MANAGEMENT AND COORDINATION 1. COORDINATION: CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT SECTIONS OF THE SPECIFICATIONS TO ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS, INCLUDED IN DIFFERENT SECTIONS, THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION. A. SCHEDULE CONSTRUCTION OPERATIONS IN SEQUENCE REQUIRED TO OBTAIN THE BEST RESULTS WHERE INSTALLATION OF ONE PART OF THE WORK DEPENDS ON INSTALLATION OF OTHER COMPONENTS, BEFORE OR AFTER ITS OWN INSTALLATION. B. COORDINATE INSTALLATION OF DIFFERENT COMPONENTS TO ENSURE MAXIMUM PERFORMANCE AND ACCESSIBILITY FOR REQUIRED MAINTENANCE, SERVICE, AND REPAIR. C. MAKE ADEQUATE PROVISIONS TO ACCOMMODATE ITEMS SCHEDULED FOR LATER INSTALLATION. 2. ADMINISTRATIVE PROCEDURES: COORDINATE SCHEDULING AND TIMING OF REQUIRED ADMINISTRATIVE PROCEDURES WITH OTHER CONSTRUCTION ACTIVITIES AND ACTIVITIES OF OTHER CONTRACTORS TO AVOID CONFLICTS AND TO ENSURE ORDERLY PROGRESS OF THE WORK. SUCH ADMINISTRATIVE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. PREPARATION AND MAINTENANCE OF CONTRACTOR'S CONSTRUCTION SCHEDULE. B. PREPARATION OF THE SCHEDULE OF VALUES. C. CONDUCT PRECONSTRUCTION CONFERENCE. D. INSTALLATION AND REMOVAL OF TEMPORARY FACILITIES AND CONTROLS. E. DELIVERY AND PROCESSING OF SUBMITTALS. F. PROGRESS MEETINGS. G. PREINSTALLATION CONFERENCES. H. PROJECT CLOSEOUT ACTIVITIES. I. STARTUP AND ADJUSTMENT OF SYSTEMS. 3. REQUESTS FOR INFORMATION: IMMEDIATELY ON DISCOVERY OF THE NEED FOR ADDITIONAL INFORMATION OR INTERPRETATION OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PREPARE AND SUBMIT AN RFI IN A FORM SIMILAR TO AIA-G716. A. COORDINATE AND SUBMIT RFI'S IN A PROMPT MANNER SO AS TO AVOID DELAYS IN CONTRACTOR'S WORK OR WORK OF SUBCONTRACTORS. B. PREPARE, MAINTAIN, AND SUBMIT A TABULAR LOG OF RFIS ORGANIZED BY THE RFI NUMBER. SUBMIT LOG WEEKLY, AT OR PRIOR TO WEEKLY PROJECT MEETING. C. ARCHITECT'S ACTION: ARCHITECT WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, AND RESPOND. ALLOW (7) SEVEN WORKING DAYS FOR ARCHITECT'S RESPONSE FOR EACH RFI. RFIS RECEIVED BY ARCHITECT AFTER 1:00 P.M. WILL BE CONSIDERED AS RECEIVED THE FOLLOWING WORKING DAY. D. THE FOLLOWING RFI'S WILL BE RETURNED WITHOUT ACTION: a. REQUESTS FOR APPROVAL OF SUBMITTALS. b. REQUESTS FOR APPROVAL OF SUBSTITUTIONS. c. REQUESTS FOR INFORMATION ALREADY INDICATED IN THE DOCUMENTS. d. REQUESTS FOR ADJUSTMENTS IN THE CONTRACT TIME OR THE CONTRACT SUM. e. REQUESTS FOR INTERPRETATION OF ARCHITECT'S ACTIONS ON SUBMITTALS. f. INCOMPLETE RFI'S OR INACCURATELY PREPARED RFIS. g. RFI'S SUBMITTED BY OTHER ENTITIES CONTROLLED BY CONTRACTOR. E. ARCHITECT'S ACTION MAY INCLUDE A REQUEST FOR ADDITIONAL INFORMATION, IN WHICH CASE ARCHITECT'S TIME FOR RESPONSE WILL DATE FROM TIME OF RECEIPT OF ADDITIONAL INFORMATION. F. ARCHITECT'S ACTION ON RFI'S THAT MAY RESULT IN A CHANGE TO THE CONTRACT TIME OR THE CONTRACT SUM MAY BE ELIGIBLE FOR CONTRACTOR TO SUBMIT CHANGE PROPOSAL ACCORDING TO SPECIFICATION SECTION "CONTRACT MODIFICATION PROCEDURES." IF CONTRACTOR BELIEVES THE RFI RESPONSE WARRANTS CHANGE IN THE CONTRACT TIME OR THE CONTRACT SUM, NOTIFY ARCHITECT IN WRITING WITHIN 7 DAYS OF RECEIPT OF THE RFI RESPONSE. 4. MAINTENANCE OF CONTRACTOR'S CONSTRUCTION SCHEDULE: COORDINATE BAR-CHART CONSTRUCTION SCHEDULE WITH THE SCHEDULE OF VALUES, LIST OF SUBCONTRACTS, SUBMITTAL SCHEDULE, PAYMENT APPLICATIONS, AND OTHER REPORTS AND SCHEDULES AS NECESSARY. COORDINATE EACH CONSTRUCTION ACTIVITY IN THE PROJECT WITH OTHER ACTIVITIES AND SCHEDULE THEM IN PROPER SEQUENCE, AND EXTEND SCHEDULE FROM THE NOTICE TO PROCEED TO DATE OF FINAL COMPLETION. A. INCLUDE TIME FOR PRODUCTION, REVIEW, AND RETURN OF SUBMITTALS. INCLUDE AS SEPARATE ITEMS WITHIN THE SCHEDULE THE PROCUREMENT PROCESS FOR LONG-LEAD ITEMS AND MAJOR ITEMS REQUIRING MORE THAN 60-DAYS. SECURE FIRM COMMITMENTS FOR DELIVERY OF ITEMS AND PERFORMANCE OF CRITICAL ELEMENTS OF THE WORK FROM ENTITIES INVOLVED. B. AT WEEKLY INTERVALS UPDATE SCHEDULE TO REFLECT ACTUAL CONSTRUCTION PROGRESS AND ACTIVITIES. ISSUE SCHEDULE AT EACH REGULARLY SCHEDULED PROGRESS MEETING. INCLUDE DETAILED 'LOOK-AHEAD' SCHEDULES TO KEEP OWNER AND ARCHITECT APPRISED OF UPCOMING ACTIVITIES, INCLUDING CONSTRUCTION AND MANAGEMENT ACTIVITIES, REQUIRED APPROVALS, IMPORTANT DELIVERIES, ETC. 5. DAILY CONSTRUCTION REPORTS: PREPARE AND RETAIN AT PROJECT SITE A DAILY CONSTRUCTION REPORT RECORDING THE FOLLOWING INFORMATION: A. LIST OF SUBCONTRACTORS ON SITE. B. LIST OF OWNER'S SEPARATE CONTRACTORS ON SITE. C. APPROXIMATE COUNT OF PERSONNEL ON SITE. D. EQUIPMENT AT PROJECT SITE. E. MATERIAL DELIVERIES F. HIGH AND LOW TEMPERATURES AND GENERAL WEATHER CONDITIONS INCLUDING PRESENCE OF RAIN OR SNOW. G. ACCIDENTS, SAFETY INCIDENTS. H. STOPPAGES, DELAYS, SHORTAGES, LOSSES. EMERGENCY PROCEDURES. I. ORDERS AND REQUESTS OF AUTHORITIES HAVING JURISDICTION. J. SERVICES CONNECTED AND DISCONNECTED. K. EQUIPMENT OR SYSTEMS TESTS OR STARTUPS. 6. PHOTOGRAPHIC DOCUMENTATION: CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING DIGITAL COLOR PHOTOGRAPHS BEFORE AND DURING CONSTRUCTION AS A RECORD OF EXISTING CONDITIONS, PROGRESS, AND COMPLETION. THE ARCHIVE SHALL BE MADE AVAILABLE TO THE OWNER AND ARCHITECT AT ANY POINT UPON REQUEST. THE ARCHIVE OF ALL IMAGES SHALL BE PROVIDED ON A CD / DVD AS PART OF THE O&M MANUAL AT THE END OF THE PROJECT. A. PRECONSTRUCTION: BEFORE COMMENCEMENT OF EXCAVATION OR OTHER DEMOLITION TAKE A MINIMUM OF 40 PHOTOGRAPHS OF THE PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS TO REMAIN DURING CONSTRUCTION FROM SEVERAL DIFFERENT VANTAGE POINTS. B. PERIODIC CONSTRUCTION PHOTOGRAPHS: TAKE A MINIMUM OF 10 PHOTOGRAPHS WEEKLY. SELECT VANTAGE POINTS TO SHOW SPECIAL CONDITIONS, STATUS OF CONSTRUCTION AND GENERAL PROGRESS SINCE LAST PHOTOS WERE TAKEN. C. FINAL COMPLETION PHOTOGRAPHS: TAKE A MINIMUM OF 20 PHOTOGRAPHS AT THE COMPLETION OF CONSTRUCTION. D. ADDITIONAL PHOTOGRAPHS: ARCHITECT MAY REQUEST ADDITIONAL PHOTOGRAPHS IN ADDITION TO THOSE NOTED ABOVE. TAKE REQUESTED PHOTOGRAPHS WITHIN 24 HOURS OF RECEIPT OF REQUEST FROM ARCHITECT. CIRCUMSTANCES THAT COULD REQUIRE ADDITIONAL PHOTOGRAPHS INCLUDE: a. SPECIAL EVENTS PLANNED AT THE SITE. b. IMMEDIATE FOLLOW UP WHEN CLAIMS OF DAMAGE OR LOSS HAVE BEEN MADE. c. FABRICATION CONDITIONS AWAY FROM THE PROJECT SITE. d. RECORD OF SUBSTANTIAL COMPLETION OF A MAJOR PHASE OF WORK. e. OWNER'S REQUEST FOR SPECIAL PUBLICITY PHOTOGRAPHS. SECTION 01330 -SUBMITTALS 1. SUBMITTAL PROCEDURES: THE CONTRACTOR PUBLISH A SCHEDULE OF ALL SUBMITTALS, ARRANGED IN CHRONOLOGICAL ORDER AS REQUIRED BY THE CONSTRUCTION SCHEDULE, FOR THE ARCHITECT'S REVIEW AND APPROVAL. INDIVIDUAL SUBMITTAL REQUIREMENTS ARE SPECIFIED IN THE APPLICABLE PORTION OF THE DRAWINGS OR SPECIFICATIONS. 2. ACCEPTABLE FORMATS: ARCHITECT WILL ACCEPT SUBMITTALS AS HARD COPIES, OR AS ELECTRONIC PDF FILES. ARCHITECT MAY RETURN SUBMITTALS AS HARD COPIES OR AS ELECTRONIC PDF FILES. CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION AND FILING/RECORDING OF COPIES REGARDLESS OF FORMAT OR MEDIA. FURNISH COPIES TO MANUFACTURERS, SUBCONTRACTORS, SUPPLIERS, FABRICATORS, INSTALLERS, AUTHORITIES HAVING JURISDICTION, AND OTHER AS NECESSARY FOR PERFORMANCE OF CONSTRUCTION ACTIVITIES. SUBMITTALS NOT BEARING THE CONTRACTOR'S STAMP OF APPROVAL WILL BE RETURNED WITHOUT REVIEW. 3. SCHEDULING: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH THE PERFORMANCE OF CONSTRUCTION ACTIVITIES, AND SEQUENTIAL TASKS. BY MAKING A SUBMITTAL, THE CONTRACTOR REPRESENTS THAT HE HAS APPROVED THE SUBMITTAL AND VERIFIED ITS GENERAL APPLICABILITY TO THE PROJECT. 4. REVIEW TIME: ALLOW (15) FIFTEEN DAYS IN THE CONSTRUCTION SCHEDULE FOR THE INITIAL REVIEW OF EACH SUBMITTAL. SECTION 01330 -SUBMITTALS 5. DEVIATIONS: CONTRACTOR MUST IDENTIFY ANY AND ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ON SUBMITTALS. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS THAT ARE NOT SPECIFICALLY NOTED AS SUCH SHALL BE CONSIDERED REJECTED, REGARDLESS OF ARCHITECT’S ACTION. SUBMITTALS REVIEWED BY THE OWNER OR THE ARCHITECT DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. NO PORTION OF WORK REQUIRING SUBMITTALS SHALL BE COMMENCED UNTIL SUBMITTALS HAVE BEEN APPROVED BY THE OWNER OR THE ARCHITECT. 6. SHOP DRAWINGS: SHOP DRAWINGS SHALL SHOW ALL NECESSARY DETAILS OF FABRICATION, LAYOUT, SETTING, OR ERECTION AS APPROPRIATE FOR THE PORTION OF THE WORK THEY COVER. SHOW ADJACENT CONDITIONS AND RELATED WORK. SHOW ACCURATE FIELD DIMENSIONS WHERE APPROPRIATE. IDENTIFY MATERIALS AND PRODUCTS SHOWN. NOTE SPECIAL COORDINATION REQUIRED. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 7. SAMPLES: SAMPLES SHALL SHOW THE FULL RANGE OF MANUFACTURER'S STANDARD COLORS, TEXTURES, AND PATTERNS FOR THE ARCHITECTS SELECTION OR APPROVAL AND TO ESTABLISH STANDARDS BY WHICH COMPLETED WORK SHALL BE JUDGED. SUBMIT IN NUMBERS AND SIZES REQUIRED IN EACH SECTION OF THE SPECIFICATIONS OR ACCORDING THE PROCEDURES OF THIS SECTION. A. MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE, AVAILABLE FOR QUALITY CONTROL COMPARISONS THROUGHOUT THE COURSE OF THE PROJECT. B. SAMPLE SETS MAY BE USED TO DETERMINE THE FINAL ACCEPTABILITY OF WORK IN PLACE. SAMPLES MUST BE PREPARED FROM THE SAME MATERIAL USED FOR THE WORK, FINISHED IN THE MANNER SPECIFIED, AND PHYSICALLY IDENTICAL WITH MATERIAL PROPOSED FOR USE/INSTALLATION. 8. SUBMIT A MINIMUM OF (3) THREE SETS OF SAMPLES SHOWING EXPECTED RANGE OF VARIATION IN FINISHED APPEARANCE. ARCHITECT WILL RETAIN TWO SETS, THE REMAINDER WILL BE RETURNED.PRODUCT DATA: PRODUCT DATA INCLUDES MANUFACTURER'S STANDARD PUBLISHED LITERATURE, SUCH AS INSTALLATION INSTRUCTIONS, CATALOG CUTS, COLOR CHARTS, ROUGH-IN DIAGRAMS, AND WIRING DIAGRAMS. WHEN PRODUCT DATA MUST BE PREPARED SPECIFICALLY BECAUSE STANDARD PUBLISHED DATA IS NOT SUITABLE FOR USE, SUBMIT AS SHOP DRAWINGS. MARK EACH COPY OF PRODUCT DATA TO SHOW APPLICABLE CHOICES AND OPTIONS. SUBMIT BROCHURES AND OTHER SUBMITTAL DATA THAT CANNOT BE REPRODUCED ECONOMICALLY IN SUCH QUANTITIES TO ALLOW THE ARCHITECT TO RETAIN ONE COPY OF EACH AFTER REVIEW. 9. DELEGATED DESIGN SERVICES: IN ADDITION TO SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS, SUBMIT THREE PAPER COPIES OF CERTIFICATE SIGNED AND SEALED BY THE RESPONSIBLE DESIGN PROFESSIONAL FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO THE CONTRACTOR TO BE DESIGNED OR CERTIFIED BY A DESIGN PROFESSIONAL. 10. OPERATIONS / MAINTENANCE MANUALS: AT COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE, PROVIDE THE OWNER WITH THREE COMPLETE PHYSICAL SETS AND ONE DIGITAL COPY OF OPERATING AND MAINTENANCE INSTRUCTIONS AND DEMONSTRATE TO THE OWNER PROCEDURES FOR PROPER MAINTENANCE AND OPERATION OF ALL EQUIPMENT. SECTION 01400 -QUALITY REQUIREMENTS 1. SUMMARY: TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. SPECIFIED TESTS, INSPECTIONS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S OTHER QUALITY ASSURANCE AND QUALITY CONTROL PROCEDURES THAT FACILITATE COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. 2. REQUIREMENTS FOR CONTRACTOR TO PROVIDE QUALITY-ASSURANCE AND QUALITY-CONTROL SERVICES REQUIRED BY ARCHITECT, OWNER, OR AUTHORITIES HAVING JURISDICTION ARE NOT LIMITED BY PROVISIONS OF THIS SECTION. 3. ALL SOILS TESTS, CONCRETE TESTS, STEEL TESTS AND BUILDING DEPARTMENT REQUIRED SPECIAL INSPECTIONS AND TESTS SHALL BE BY OWNER. 4. PRECONSTRUCTION TESTING: WHERE TESTING AGENCY IS INDICATED TO PERFORM PRECONSTRUCTION TESTING FOR COMPLIANCE WITH SPECIFIED REQUIREMENTS FOR PERFORMANCE AND TEST METHODS, COMPLY WITH THE FOLLOWING RESPONSIBILITIES: A. PROVIDE TEST SPECIMENS REPRESENTATIVE OF PROPOSED PRODUCTS AND CONSTRUCTION. B. SUBMIT SPECIMENS IN A TIMELY MANNER WITH SUFFICIENT TIME FOR TESTING AND ANALYZING RESULTS TO PREVENT DELAYING THE WORK. C. WHEN TESTING IS COMPLETE REMOVE MOCKUPS, TEST SPECIMENS, ASSEMBLIES, ETC. DO NOT USE ON PROJECT. 5. TESTING AGENCY RESPONSIBILITIES: TESTING AGENCY RESPONSIBILITIES: SUBMIT A CERTIFIED WRITTEN REPORT OF EACH TEST, INSPECTION, AND SIMILAR QUALITY-ASSURANCE SERVICE TO ARCHITECT, WITH COPY TO CONTRACTOR. INTERPRET TESTS AND INSPECTIONS AND STATE IN EACH REPORT WHETHER TESTED AND INSPECTED WORK COMPLIES WITH OR DEVIATES FROM THE CONTRACT DOCUMENTS. 6. MOCKUPS: BEFORE INSTALLING PORTIONS OF THE WORK REQUIRING MOCKUPS, BUILD MOCKUPS FOR EACH FORM OF CONSTRUCTION AND FINISH REQUIRED TO COMPLY WITH THE FOLLOWING REQUIREMENTS, USING MATERIALS INDICATED FOR THE COMPLETED WORK: A. BUILD MOCKUPS IN LOCATION AND OF SIZE INDICATED OR, IF NOT INDICATED, AS DIRECTED BY ARCHITECT. B. NOTIFY ARCHITECT SEVEN DAYS IN ADVANCE OF DATES AND TIMES WHEN MOCKUPS WILL BE CONSTRUCTED. C. DEMONSTRATE THE PROPOSED RANGE OF AESTHETIC EFFECTS AND WORKMANSHIP. D. OBTAIN ARCHITECT'S APPROVAL OF MOCKUPS BEFORE STARTING WORK, FABRICATION, OR CONSTRUCTION. E. ALLOW SEVEN DAYS FOR INITIAL REVIEW AND EACH RE-REVIEW OF EACH MOCKUP. F. MAINTAIN MOCKUPS DURING CONSTRUCTION IN AN UNDISTURBED CONDITION AS A STANDARD FOR JUDGING THE COMPLETED WORK. 7. DEMOLISH AND REMOVE MOCKUPS WHEN DIRECTED, UNLESS OTHERWISE INDICATED. 8. OWNER RESPONSIBILITIES: WHERE QUALITY-CONTROL SERVICES ARE INDICATED AS OWNER'S RESPONSIBILITY, OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM THESE SERVICES. OWNER WILL FURNISH CONTRACTOR WITH NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF TESTING AGENCIES ENGAGED AND A DESCRIPTION OF TYPES OF TESTING AND INSPECTING THEY ARE ENGAGED TO PERFORM. 9. COSTS FOR RETESTING AND RE-INSPECTING CONSTRUCTION THAT REPLACES OR IS NECESSITATED BY WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS WILL BE CHARGED TO CONTRACTOR, AND THE CONTRACT SUM WILL BE ADJUSTED BY CHANGE ORDER. 10. CONTRACTOR RESPONSIBILITIES: TESTS AND INSPECTIONS NOT EXPLICITLY ASSIGNED TO OWNER ARE CONTRACTOR'S RESPONSIBILITY. PERFORM ADDITIONAL QUALITY-CONTROL ACTIVITIES REQUIRED TO VERIFY THAT THE WORK COMPLIES WITH REQUIREMENTS, WHETHER SPECIFIED OR NOT. A. WHERE SERVICES ARE INDICATED AS CONTRACTOR'S RESPONSIBILITY, ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM THESE QUALITY-CONTROL SERVICES. B. CONTRACTOR SHALL NOT EMPLOY SAME ENTITY ENGAGED BY OWNER, UNLESS AGREED TO IN WRITING BY OWNER. C. NOTIFY TESTING AGENCIES AT LEAST 24 HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRES TESTING OR INSPECTING WILL BE PERFORMED. D. WHERE QUALITY-CONTROL SERVICES ARE INDICATED AS CONTRACTOR'S RESPONSIBILITY, SUBMIT A CERTIFIED WRITTEN REPORT, IN DUPLICATE, OF EACH QUALITY-CONTROL SERVICE. E. TESTING AND INSPECTING REQUESTED BY CONTRACTOR AND NOT REQUIRED BY THE CONTRACT DOCUMENTS ARE CONTRACTOR'S RESPONSIBILITY. F. SUBMIT ADDITIONAL COPIES OF EACH WRITTEN REPORT DIRECTLY TO AUTHORITIES HAVING JURISDICTION, WHEN THEY SO DIRECT. 11. ASSOCIATED SERVICES: COOPERATE WITH AGENCIES PERFORMING REQUIRED TESTS, INSPECTIONS, AND SIMILAR QUALITY-CONTROL SERVICES, AND PROVIDE REASONABLE AUXILIARY SERVICES AS REQUESTED. NOTIFY AGENCY SUFFICIENTLY IN ADVANCE OF OPERATIONS TO PERMIT ASSIGNMENT OF PERSONNEL. PROVIDE THE FOLLOWING: A. ACCESS TO THE WORK. B. INCIDENTAL LABOR AND FACILITIES NECESSARY TO FACILITATE TESTS AND INSPECTIONS. C. ADEQUATE QUANTITIES OF REPRESENTATIVE SAMPLES OF MATERIALS THAT REQUIRE TESTING AND INSPECTING. ASSIST AGENCY IN OBTAINING SAMPLES. D. FACILITIES FOR STORAGE AND FIELD CURING OF TEST SAMPLES. E. DELIVERY OF SAMPLES TO TESTING AGENCIES. F. PRELIMINARY DESIGN MIX PROPOSED FOR USE FOR MATERIAL MIXES THAT REQUIRE CONTROL BY TESTING AGENCY. G. SECURITY AND PROTECTION FOR SAMPLES AND FOR TESTING AND INSPECTING EQUIPMENT AT PROJECT SITE. 12. COORDINATION: COORDINATE SEQUENCE OF ACTIVITIES TO ACCOMMODATE REQUIRED QUALITY- ASSURANCE AND -CONTROL SERVICES WITH A MINIMUM OF DELAY AND TO AVOID NECESSITY OF REMOVING AND REPLACING CONSTRUCTION TO ACCOMMODATE TESTING AND INSPECTING. SECTION 01500 -TEMPORARY FACILITIES AND CONTROLS 1. TEMPORARY UTILITIES: PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES COORDINATE SERVICE LOCATIONS FOR TEMPORARY UTILITIES INCLUDING POTABLE WATER, POWER, LIGHTING, HEATING, COOLING, SANITARY FACILITIES, AND TELEPHONE WITH THE OWNER. 2. ACCESS: COORDINATE WITH OWNER FOR ACCESS TO WORK AREA INCLUDING USE AND MOVEMENT THROUGH EXISTING BUILDING AREAS. CONTACT THE OWNER TO COORDINATE AND SCHEDULE ANY WORK TO BE PERFORMED OUTSIDE NORMAL WORKING HOURS. OBTAIN OWNER'S WRITTEN AFTER- HOURS AUTHORIZATION. ANY CONTRACTOR OR SUBCONTRACTOR WITHOUT SUCH AN AUTHORIZATION WILL BE ASKED TO LEAVE THE PREMISES. ENSURE THAT PUBLIC PARKING, VEHICULAR CIRCULATION, AND PEDESTRIAN ACCESS IS NOT OBSTRUCTED BY CONTRACTOR VEHICLES, MATERIALS, DEBRIS, ETC. 3. TRASH COLLECTION: PROVIDE AND MAINTAIN A DUMPSTER OR OTHER APPROPRIATE CONTAINER FOR THE COLLECTION OF TRASH AND CONSTRUCTION WASTE. COORDINATE LOCATION OF DUMPSTER WITH THE OWNER. REMOVE ALL DUMPSTERS AND TRASH CONTAINERS AT THE COMPLETION OF THE WORK. COLLECT WASTE FROM THE CONSTRUCTION AREAS DAILY. COMPLY WITH THE REQUIREMENTS OF THE NFPA 241 AND LOCAL REGULATIONS FOR HANDLING WASTE DISPOSAL AND STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE MATERIALS. 4. CONTRACTOR PARKING: COORDINATE WITH THE BUILDING OWNER FOR APPROVED CONTRACTOR PARKING. PARK CONTRACTOR'S OR SUBCONTRACTOR'S VEHICLES AWAY FROM MAIN ENTRANCE OF THE CAMPUS. DO NOT PARK IN FIRE LANES, HANDICAP SPACES, OR RESERVED SPACES. 5. CLEANING: MAINTAIN ALL AREAS OUTSIDE THE AREA OF WORK (I.E. CORRIDORS, ELEVATORS, LOBBIES, STAGING AREAS, ETC) IN THE SAME STATE OF CLEANLINESS AS THE REST OF THE BUILDING. CLEANING OF THE AREAS SHALL BE DONE EACH WORKING DAY PRIOR TO LEAVING THE SITE. TEMPORARY FLOOR PROTECTION SHALL BE STORED IN AREAS OF WORK AT THE END OF EACH WORKING DAY AND WHEN NOT IN USE. 6. PROTECTION: PROVIDE HEAVY DUTY CARDBOARD / HARDBOARD FOR PROTECTION OF FINISH FLOORING IN AREAS OF CONSTRUCTION, INCLUDING PATHWAYS TO BUILDING EGRESS. KEEP DOORS TO SPACES WHERE WORK IS OCCURRING CLOSED AT ALL TIMES. PROVIDE APPROPRIATE PROTECTION OF WALLS, DOORS AND FRAMES. 7. CLEAN UP: THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY HIS EMPLOYEES, SUBCONTRACTORS, OR WORK. IN CASE OF DISPUTE BETWEEN SUBCONTRACTORS AS TO WHO IS RESPONSIBLE FOR CLEAN UP OR IN CASE IT IS NOT DONE PROMPTLY, THE GC WILL DO THE CLEANUP AND CHARGE THE COST TO THE SUBCONTRACTORS IN A FASHION THAT THE GC DEEMS TO BE JUST. NOTIFICATION WILL BE GIVEN TO THE SUBCONTRACTORS PRIOR TO THIS ACTION. 8. FINAL CLEAN: PROVIDE FINAL CLEAN PRIOR TO FINAL WALKTHROUGH INSPECTION. CLEAN ALL SURFACES EXPOSED TO VIEW. REMOVE TEMPORARY LABELS. REMOVE STAINS AND FOREIGN SUBSTANCES. POLISH TRANSPARENT AND GLASSY SURFACES. CLEAN GLASS AND MIRRORS. VACUUM CARPET AND SOFT SURFACES AND CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION. LEAVE CONCRETE FLOORS BROOM CLEAN. SWEEP AND MOP HARD FLOOR SURFACES AND REMOVE ALL WASTE FROM SITE. USE ONLY CLEANING MATERIALS AND METHODS RECOMMENDED BY THE MANUFACTURER OF THE SURFACE TO BE CLEANED. 9. WATER SERVICE: CONNECT TO OWNER'S EXISTING WATER SERVICE FACILITIES. CLEAN AND MAINTAIN WATER SERVICE FACILITIES IN A CONDITION ACCEPTABLE TO OWNER. AT SUBSTANTIAL COMPLETION, RESTORE THESE FACILITIES TO CONDITION EXISTING BEFORE INITIAL USE. 10. CONSTRUCTION TOILETS: USE OF OWNER'S TOILET FACILITIES WILL NOT BE PERMITTED. OWNER TO PROVIDE TEMPORARY TOILET FACILITIES, CONCTRACTOR TO PROVIDE WASH FACILITIES, AND TEMPORARY DRINKING WATER FOR USE BY CONSTRUCTION PERSONNEL. LOCATION OF TEMPORARY TOILETS SHALL BE AS DIRECTED BY OWNER. 11. COMMON-USE FIELD OFFICE: OF SUFFICIENT SIZE TO ACCOMMODATE NEEDS OF OWNER, ARCHITECT, AND CONSTRUCTION PERSONNEL OFFICE ACTIVITIES AND TO ACCOMMODATE PROJECT MEETINGS SPECIFIED IN OTHER DIVISION 1 SECTIONS. KEEP OFFICE CLEAN AND ORDERLY. 12. EQUIPMENT: A. FIRE EXTINGUISHERS: PORTABLE, UL RATED; WITH CLASS AND EXTINGUISHING AGENT AS REQUIRED BY LOCATIONS AND CLASSES OF FIRE EXPOSURES. B. HVAC EQUIPMENT: UNLESS OWNER AUTHORIZES USE OF PERMANENT HVAC SYSTEM, PROVIDE VENTED, SELF-CONTAINED, LIQUID-PROPANE-GAS OR FUEL-OIL HEATERS WITH INDIVIDUAL SPACE THERMOSTATIC CONTROL. HEATING UNITS SHALL BE LISTED AND LABELED FOR TYPE OF FUEL BEING CONSUMED, BY A TESTING AGENCY ACCEPTABLE TO AHJ, AND MARKED FOR INTENDED USE. 13. HEATING AND COOLING: PROVIDE TEMPORARY HEATING AND COOLING REQUIRED BY CONSTRUCTION ACTIVITIES FOR CURING OR DRYING OF COMPLETED INSTALLATIONS OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE EFFECTS OF LOW TEMPERATURES OR HIGH HUMIDITY. SELECT EQUIPMENT THAT WILL NOT HAVE A HARMFUL EFFECT ON COMPLETED INSTALLATIONS OR ELEMENTS BEING INSTALLED. 14. VENTILATION AND HUMIDITY CONTROL: PROVIDE TEMPORARY VENTILATION REQUIRED BY CONSTRUCTION ACTIVITIES FOR CURING OR DRYING OF COMPLETED INSTALLATIONS OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE EFFECTS OF HIGH HUMIDITY. SELECT EQUIPMENT THAT WILL NOT HAVE A HARMFUL EFFECT ON COMPLETED INSTALLATIONS OR ELEMENTS BEING INSTALLED. COORDINATE VENTILATION REQUIREMENTS TO PRODUCE AMBIENT CONDITION REQUIRED AND MINIMIZE ENERGY CONSUMPTION. 15. ELECTRIC POWER SERVICE: CONNECT TO OWNER'S EXISTING ELECTRIC POWER SERVICE. MAINTAIN EQUIPMENT IN A CONDITION ACCEPTABLE TO OWNER. 16. LIGHTING: PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATIONS, OBSERVATIONS, INSPECTIONS, AND TRAFFIC CONDITIONS. INSTALL AND OPERATE TEMPORARY LIGHTING THAT FULFILLS SECURITY AND PROTECTION REQUIREMENTS WITHOUT OPERATING ENTIRE SYSTEM. 17. ELECTRONIC COMMUNICATION SERVICE: PROVIDE A DESKTOP COMPUTER IN THE PRIMARY FIELD OFFICE ADEQUATE FOR USE BY CONTRACTOR TO ACCESS PROJECT ELECTRONIC DOCUMENTS AND MAINTAIN ELECTRONIC COMMUNICATIONS. EQUIP COMPUTER WITH HIGH-SPEED INTERNET ACCESS. 18. INTERNET SECURITY: INTEGRATED SOFTWARE, PROVIDING SOFTWARE FIREWALL, VIRUS, SPYWARE, PHISHING AND SPAM PROTECTION IN A COMBINED APPLICATION. 19. OFFICE EQUIPMENT: PROVIDE A PHOTOCOPIER, A FACSIMILE MACHINE, AND A PRINTER CONNECTED TO THE COMPUTER. 20. TEMPORARY TRAFFIC CONTROLS: PROTECT EXISTING SITE IMPROVEMENTS TO REMAIN INCLUDING ROADS, PAVEMENT, AND UTILITIES. MAINTAIN ACCESS FOR FIRE-FIGHTING EQUIPMENT AND ACCESS TO FIRE HYDRANTS. USE DESIGNATED AREAS OF OWNER'S EXISTING PARKING AREAS FOR CONSTRUCTION PERSONNEL. 21. DEWATERING FACILITIES AND DRAINS: COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. MAINTAIN PROJECT SITE, EXCAVATIONS, AND CONSTRUCTION FREE OF WATER. DISPOSE OF RAINWATER IN A LAWFUL MANNER THAT WILL NOT RESULT IN FLOODING PROJECT OR ADJOINING PROPERTIES NOR ENDANGER PERMANENT WORK OR TEMPORARY FACILITIES. REMOVE SNOW AND ICE AS REQUIRED TO MINIMIZE ACCUMULATIONS. 22. PROJECT SIGNS: PROVIDE PROJECT SIGNS AS INDICATED. UNAUTHORIZED SIGNS ARE NOT PERMITTED. PROVIDE PROJECT IDENTIFICATION SIGNS. PROVIDE OTHER SIGNS AS INDICATED AND AS REQUIRED TO INFORM PUBLIC AND INDIVIDUALS SEEKING ENTRANCE TO PROJECT. PROVIDE TEMPORARY, DIRECTIONAL SIGNS FOR CONSTRUCTION PERSONNEL AND VISITORS. 23. LIFTS AND HOISTS: PROVIDE FACILITIES NECESSARY FOR HOISTING MATERIALS AND PERSONNEL. TRUCK CRANES AND SIMILAR DEVICES USED FOR HOISTING MATERIALS ARE CONSIDERED "TOOLS AND EQUIPMENT" AND NOT TEMPORARY FACILITIES 24. SITE ENCLOSURE FENCE: BEFORE DEMOLITION OPERATIONS BEGIN, FURNISH AND INSTALL SITE ENCLOSURE FENCE IN A MANNER THAT WILL PREVENT PEOPLE AND ANIMALS FROM EASILY ENTERING SITE EXCEPT BY ENTRANCE GATES. 25. EXTENT OF FENCE: AS REQUIRED TO ENCLOSE ENTIRE PROJECT SITE OR PORTION DETERMINED SUFFICIENT TO ACCOMMODATE CONSTRUCTION OPERATIONS. MAINTAIN SECURITY BY LIMITING NUMBER OF KEYS AND RESTRICTING DISTRIBUTION TO AUTHORIZED PERSONNEL. FURNISH ONE SET OF KEYS TO OWNER. 26. SECURITY ENCLOSURE AND LOCKUP: INSTALL TEMPORARY ENCLOSURE AROUND PARTIALLY COMPLETED AREAS OF CONSTRUCTION. PROVIDE LOCKABLE ENTRANCES TO PREVENT UNAUTHORIZED ENTRANCE, VANDALISM, THEFT, AND SIMILAR VIOLATIONS OF SECURITY. LOCK ENTRANCES AT END OF EACH WORK DAY. BARRICADES, WARNING SIGNS, AND LIGHTS: COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR ERECTING STRUCTURALLY ADEQUATE BARRICADES, INCLUDING WARNING SIGNS AND LIGHTING. 27. TEMPORARY EGRESS: MAINTAIN TEMPORARY EGRESS FROM EXISTING OCCUPIED FACILITIES AS INDICATED AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 28. TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF EXISTING FACILITY AND CONSTRUCTION, IN PROGRESS AND COMPLETED, FROM EXPOSURE, FOUL WEATHER, OTHER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE TEMPORARY WEATHERTIGHT ENCLOSURE FOR BUILDING EXTERIOR. WHERE HEATING OR COOLING IS NEEDED AND PERMANENT ENCLOSURE IS NOT COMPLETE, INSULATE TEMPORARY ENCLOSURES. SECTION 01500 -TEMPORARY FACILITIES AND CONTROLS (CONTINUED) 29. WHERE FIRE-RESISTANCE-RATED TEMPORARY PARTITIONS ARE INDICATED OR ARE REQUIRED BY AUTHORITIES HAVING JURISDICTION, CONSTRUCT PARTITIONS ACCORDING TO THE RATED ASSEMBLIES. A. INSULATE PARTITIONS TO LIMIT NOISE TRANSMISSION TO OCCUPIED AREAS. B. SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED. C. PROTECT AIR-HANDLING EQUIPMENT. D. PROVIDE WALK-OFF MATS AT EACH ENTRANCE THROUGH TEMPORARY PARTITION. 30. TEMPORARY FIRE PROTECTION: INSTALL AND MAINTAIN TEMPORARY FIRE-PROTECTION FACILITIES OF TYPES NEEDED TO PROTECT AGAINST REASONABLY PREDICTABLE AND CONTROLLABLE FIRE LOSSES. COMPLY WITH NFPA 241. A. PROHIBIT SMOKING IN CONSTRUCTION AREAS. B. SUPERVISE WELDING OPERATIONS, COMBUSTION-TYPE TEMPORARY HEATING UNITS, AND SIMILAR SOURCES OF FIRE IGNITION ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. C. DEVELOP AND SUPERVISE AN OVERALL FIRE-PREVENTION AND -PROTECTION PROGRAM FOR PERSONNEL AT PROJECT SITE. REVIEW NEEDS WITH LOCAL FIRE DEPARTMENT AND ESTABLISH PROCEDURES TO BE FOLLOWED. INSTRUCT PERSONNEL IN METHODS AND PROCEDURES. POST WARNINGS AND INFORMATION. 31. MOISTURE AND MOLD CONTROL: CONTRACTOR'S MOISTURE PROTECTION PLAN: AVOID TRAPPING WATER IN FINISHED WORK. DOCUMENT VISIBLE SIGNS OF MOLD THAT MAY APPEAR DURING CONSTRUCTION. A. EXPOSED CONSTRUCTION PHASE: BEFORE INSTALLATION OF WEATHER BARRIERS, WHEN MATERIALS ARE SUBJECT TO WETTING AND EXPOSURE AND TO AIRBORNE MOLD SPORES, PROTECT MATERIALS FROM WATER DAMAGE AND KEEP POROUS AND ORGANIC MATERIALS FROM COMING INTO PROLONGED CONTACT WITH CONCRETE. B. PARTIALLY ENCLOSED CONSTRUCTION PHASE: AFTER INSTALLATION OF WEATHER BARRIERS BUT BEFORE FULL ENCLOSURE AND CONDITIONING OF BUILDING, WHEN INSTALLED MATERIALS ARE STILL SUBJECT TO INFILTRATION OF MOISTURE AND AMBIENT MOLD SPORES, PROTECT AS FOLLOWS: a. DO NOT LOAD OR INSTALL DRYWALL OR OTHER POROUS MATERIALS OR COMPONENTS, OR ITEMS WITH HIGH ORGANIC CONTENT, INTO PARTIALLY ENCLOSED BUILDING. b. KEEP INTERIOR SPACES REASONABLY CLEAN AND PROTECTED FROM WATER DAMAGE. c. DISCARD OR REPLACE WATER-DAMAGED AND WET MATERIAL. d. DISCARD, REPLACE, OR CLEAN STORED OR INSTALLED MATERIAL THAT BEGINS TO GROW MOLD. e. PERFORM WORK IN A SEQUENCE THAT ALLOWS ANY WET MATERIALS ADEQUATE TIME TO DRY BEFORE ENCLOSING THE MATERIAL IN DRYWALL OR OTHER INTERIOR FINISHES. C. CONTROLLED CONSTRUCTION PHASE: AFTER COMPLETING AND SEALING OF THE BUILDING ENCLOSURE BUT PRIOR TO THE FULL OPERATION OF PERMANENT HVAC SYSTEMS, MAINTAIN AS FOLLOWS: a. CONTROL MOISTURE AND HUMIDITY INSIDE BUILDING BY MAINTAINING EFFECTIVE DRY-IN CONDITIONS. D. REMOVE MATERIALS THAT CAN NOT BE COMPLETELY RESTORED TO THEIR MANUFACTURED MOISTURE LEVEL WITHIN 48 HOURS. SECTION 01600 -PRODUCT REQUIREMENTS 1. GENERAL PRODUCT REQUIREMENTS: GENERAL PRODUCT REQUIREMENTS: PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, ARE UNDAMAGED AND, UNLESS OTHERWISE INDICATED, ARE NEW AT TIME OF INSTALLATION. 2. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION AND INDICATED USE AND EFFECT. 3. STANDARD PRODUCTS: IF AVAILABLE, AND UNLESS CUSTOM PRODUCTS OR NONSTANDARD OPTIONS ARE SPECIFIED, PROVIDE STANDARD PRODUCTS OF TYPES THAT HAVE BEEN PRODUCED AND USED SUCCESSFULLY IN SIMILAR SITUATIONS ON OTHER PROJECTS. 4. OWNER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. 5. WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "AS SELECTED," ARCHITECT WILL MAKE SELECTION. 6. DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH SALIENT CHARACTERISTICS OF PRODUCTS. 7. PRODUCT DELIVERY, STORAGE, AND HANDLING: DELIVER, STORE, AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT AND VANDALISM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. DELIVERY AND HANDLING: SCHEDULE DELIVERY TO MINIMIZE LONG-TERM STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING OF CONSTRUCTION SPACES. COORDINATE DELIVERY WITH INSTALLATION TIME TO ENSURE MINIMUM HOLDING TIME FOR ITEMS THAT ARE FLAMMABLE, HAZARDOUS, EASILY DAMAGED, OR SENSITIVE TO DETERIORATION, THEFT, AND OTHER LOSSES. 9. DELIVER PRODUCTS TO PROJECT SITE IN AN UNDAMAGED CONDITION IN MANUFACTURER'S ORIGINAL SEALED CONTAINER OR OTHER PACKAGING SYSTEM, COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. INSPECT PRODUCTS ON DELIVERY TO DETERMINE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO DETERMINE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. 10. STORAGE: STORE PRODUCTS TO ALLOW FOR INSPECTION AND MEASUREMENT OF QUANTITY OR COUNTING OF UNITS. STORE MATERIALS IN A MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE. STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WEATHERTIGHT ENCLOSURE ABOVE GROUND, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. PROTECT STORED PRODUCTS FROM DAMAGE AND LIQUIDS FROM FREEZING. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE, HUMIDITY, VENTILATION, AND WEATHER-PROTECTION REQUIREMENTS FOR STORAGE. 11. BASIS-OF-DESIGN PRODUCT: WHERE SPECIFICATIONS NAME A PRODUCT, OR REFER TO A PRODUCT INDICATED ON DRAWINGS, AND INCLUDE A LIST OF MANUFACTURERS, PROVIDE THE SPECIFIED OR INDICATED PRODUCT, OR SUBMIT FOR CONSIDERATION A PROPOSED EQUAL PRODUCT BY ONE OF THE OTHER NAMED MANUFACTURERS. DRAWINGS AND SPECIFICATIONS INDICATE SIZES, PROFILES, DIMENSIONS, AND OTHER CHARACTERISTICS THAT ARE BASED ON THE PRODUCT NAMED. COMPLY WITH REQUIREMENTS IN "PROPOSED EQUAL PRODUCTS" ARTICLE FOR CONSIDERATION OF AN UNNAMED PRODUCT BY ONE OF THE OTHER NAMED MANUFACTURERS. 12. PROPOSED EQUAL PRODUCTS: CONDITIONS FOR CONSIDERATION: ARCHITECT WILL CONSIDER CONTRACTOR'S REQUEST FOR PROPOSED EQUAL PRODUCT WHEN THE FOLLOWING CONDITIONS ARE SATISFIED. IF THE FOLLOWING CONDITIONS ARE NOT SATISFIED, ARCHITECT MAY RETURN REQUESTS WITHOUT ACTION, EXCEPT TO RECORD NONCOMPLIANCE WITH THESE REQUIREMENTS: A. SUFFICIENT INFORMATION TO ALLOW THE ARCHITECT TO DETERMINE THAT PRODUCTS PROPOSED ARE EQUIVALENT TO THOSE NAMED AS “BASIS-OF-DESIGN.” B. EVIDENCE THAT THE PROPOSED EQUAL PRODUCT DOES NOT REQUIRE REVISIONS TO THE CONTRACT DOCUMENTS, THAT IT IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND WILL PRODUCE THE INDICATED RESULTS, AND THAT IT IS COMPATIBLE WITH OTHER PORTIONS OF THE WORK. C. FOR EACH PROPOSED EQUAL, INCLUDE IN THE BID PRICE ALL COSTS TO INCORPORATE THE PROPOSED EQUAL INTO THE PROJECT AS A COMPLETE INSTALLATION. LATER REQUESTS FOR ADDITIONAL MONEY DUE TO THE USE OF AN EQUAL PRODUCT WILL NOT BE CONSIDERED. D. DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED EQUAL PRODUCT WITH THOSE NAMED IN THE SPECIFICATIONS. SIGNIFICANT QUALITIES INCLUDE ATTRIBUTES SUCH AS PERFORMANCE, WEIGHT, SIZE, DURABILITY, VISUAL EFFECT, AND SPECIFIC FEATURES AND REQUIREMENTS INDICATED. E. EVIDENCE THAT PROPOSED EQUAL PRODUCT PROVIDES SPECIFIED WARRANTY. F. PROVIDE SAMPLES, IF REQUESTED. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 2 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A010 ARCHITECTURAL SPECIFICATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 SECTION 01770 -CLOSEOUT PROCEDURES 1. PROVIDE FINAL CLEANING OF THE WORK AND ANY OTHER AREA OF THE CAMPUS THAT HAS BEEN UTITLIZED FOR CONSTRUCTION. 2. PRELIMINARY PROCEDURES: BEFORE REQUESTING INSPECTION FOR DETERMINING DATE OF SUBSTANTIAL COMPLETION, COMPLETE THE FOLLOWING. LIST ITEMS BELOW THAT ARE INCOMPLETE WITH REQUEST. A. PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (PUNCH LIST),THE VALUE OF ITEMS ON THE LIST, AND REASONS WHY THE WORK IS NOT COMPLETE. B. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS. C. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS. D. OBTAIN AND SUBMIT RELEASES PERMITTING OWNER UNRESTRICTED USE OF THE WORK AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, OPERATING CERTIFICATES, AND SIMILAR RELEASES. E. PREPARE AND SUBMIT PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, FINAL COMPLETION CONSTRUCTION PHOTOGRAPHIC DOCUMENTATION, DAMAGE OR SETTLEMENT SURVEYS, PROPERTY SURVEYS, AND SIMILAR FINAL RECORD INFORMATION. F. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO LOCATION DESIGNATED BY OWNER. LABEL WITH MANUFACTURER'S NAME AND MODEL NUMBER WHERE APPLICABLE. G. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER. ADVISE OWNER'S PERSONNEL OF CHANGEOVER IN SECURITY PROVISIONS. H. COMPLETE STARTUP TESTING OF SYSTEMS. I. SUBMIT TEST/ADJUST/BALANCE RECORDS J. TERMINATE AND REMOVE TEMPORARY FACILITIES FROM PROJECT SITE, ALONG WITH MOCKUPS, CONSTRUCTION TOOLS, AND SIMILAR ELEMENTS. K. ADVISE OWNER OF CHANGEOVER IN HEAT AND OTHER UTILITIES. SUBMIT CHANGEOVER INFORMATION RELATED TO OWNER'S OCCUPANCY, USE, OPERATION, AND MAINTENANCE. L. COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCH-UP PAINTING. M. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE VISUAL DEFECTS. N. WRITTEN NOTICE: GIVE WRITTEN NOTICE WHEN WORK IS SUBSTANTIALLY COMPLETE AND AGAIN AFTER COMPLETION OF PUNCH LIST ITEMS. 3. PUNCHLIST: CONTRACTOR TO CREATE PUNCHLIST AND ATTEND WALKTHROUGH WITH THE OWNER, AND ARCHITECT. CORRECT ALL ITEMS NOTED ON THE PUNCHLIST. FINAL PAYMENT WILL NOT BE RELEASED UNTIL ALL PUNCH LIST ITEMS ARE COMPLETE OR CORRECTED TO THE OWNER'S SATISFACTION AND ALL CLOSEOUT SUBMITTALS (AS REQUIRED BY THE CONTRACT) ARE MADE TO THE OWNER / ARCHITECT FOR REVIEW. 4. CLOSEOUT SUBMITTALS: SUBMIT AS-BUILT RECORD DRAWINGS, SPECIFICATIONS, WARRANTIES, AND ALL MAINTENANCE OR OPERATING MANUALS FOR REVIEW BY ARCHIECT. ONCE APPROVED PROVIDE TO THE OWNER. 5. WARRANTY: THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS OR DEFECTS IN MATERIALS AND WORKMANSHIP AND IN CONFORMANCE WITH CONTRACT DOCUMENTS. 6. TWO-YEAR WARRANTY: IF WITHIN TWO YEARS AFTER THE DATE OF FULL AND FINAL ACCEPTANCE OR SUCH LONGER PERIOD OF TIME AS MAY BE PRESCRIBED BY LAW OR BY THE TERMS OF ANY APPLICABLE CONTRACT DOCUMENTS, ANY OF THE WORK IS FOUND BY THE OWNER TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS THE CONTRACTOR SHALL CORRECT THE DEFECTIVE OR NONCONFORMING WORK PROMPTLY AFTER RECEIPT OF NOTICE FROM THE OWNER TO DO SO. THE OWNER WILL GIVE SUCH NOTICE PROMPTLY AFTER DISCOVERY OF THE CONDITION. 7. IN ADDITION TO WARRANTING THEIR OWN WORK THE GENERAL CONTRACTOR SHALL ALSO WARRANTY THE WORK OF ALL SUBCONTRACTORS AND ALL SUPPLIER THAT THEY RETAIN TO COMPLETE THE PROJECT. THE CONTRACTOR SHALL OBTAIN ORIGINAL COPIES OF SPECIAL WARRANTIES REQUIRED OF SUBCONTRACTORS OR SUPPLIERS AND SHALL INCLUDE WARRANTIES WITH THE CLOSEOUT DOCUMENTS PROVIDED TO THE OWNER. 8. MAINTENANCE STOCK: PROVIDE AN INVENTORY STOCK FOR OWNER'S FUTURE MAINTENANCE OF EACH OF THE FOLLOWING ITEMS. EXTRA 10% AMOUNT OF STOCK REQUIRED FOR EACH ITEM, INCLUDING CARPET AND HARD SURFACE FLOORING. INDICATE WHAT PORTION OF THE CONTRACT AMOUNT ARISES FROM SUCH STOCK. A. FLOORING ITEMS; WALL BASE; EACH PAINT AND STAIN COLOR. SECTION 01781 -PROJECT AS-BUILT RECORD DOCUMENTS 1. MAINTAIN ONE SET OF CLEAR AND ACCURATE MARKED-UP PAPER COPIES OF THE CONTRACT DRAWINGS AND SHOP DRAWINGS. 2. PREPARATION: MARK RECORD PRINTS TO SHOW THE ACTUAL INSTALLATION WHERE INSTALLATION VARIES FROM THAT SHOWN ORIGINALLY. REQUIRE INDIVIDUAL OR ENTITY WHO OBTAINED RECORD DATA, WHETHER INDIVIDUAL OR ENTITY IS INSTALLER, SUBCONTRACTOR, OR SIMILAR ENTITY, TO PROVIDE INFORMATION FOR PREPARATION OF CORRESPONDING MARKED-UP RECORD PRINTS. 3. GIVE PARTICULAR ATTENTION TO INFORMATION ON CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO IDENTIFY OR MEASURE AND RECORD LATER. 4. RECORD DATA AS SOON AS POSSIBLE AFTER OBTAINING IT. 5. RECORD AND CHECK THE MARKUP BEFORE ENCLOSING CONCEALED INSTALLATIONS. 6. MARK THE CONTRACT DRAWINGS AND SHOP DRAWINGS COMPLETELY AND ACCURATELY. UTILIZE PERSONNEL PROFICIENT AT RECORDING GRAPHIC INFORMATION IN PRODUCTION OF MARKED-UP RECORD PRINTS. 7. MARK RECORD SETS WITH ERASABLE, RED-COLORED PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN CHANGES FOR DIFFERENT CATEGORIES OF THE WORK AT SAME LOCATION. 8. NOTE CONSTRUCTION CHANGE DIRECTIVE NUMBERS, ALTERNATE NUMBERS, CHANGE ORDER NUMBERS, AND SIMILAR IDENTIFICATION, WHERE APPLICABLE. 9. RECORDING: MAINTAIN ONE COPY OF EACH SUBMITTAL DURING THE CONSTRUCTION PERIOD FOR PROJECT RECORD DOCUMENT PURPOSES. POST CHANGES AND MODIFICATIONS TO PROJECT RECORD DOCUMENTS AS THEY OCCUR; DO NOT WAIT UNTIL THE END OF PROJECT. 10. MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES: STORE RECORD DOCUMENTS AND SAMPLES IN THE FIELD OFFICE APART FROM THE CONTRACT DOCUMENTS USED FOR CONSTRUCTION. DO NOT USE PROJECT RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. 11. MAINTAIN RECORD DOCUMENTS IN GOOD ORDER AND IN A CLEAN, DRY, LEGIBLE CONDITION, PROTECTED FROM DETERIORATION AND LOSS. PROVIDE ACCESS TO PROJECT RECORD DOCUMENTS FOR ARCHITECT'S REFERENCE DURING NORMAL WORKING HOURS. SECTION 03300 -CAST-IN-PLACE CONCRETE 1. SUBMITTALS: A. PRODUCT DATA B. DESIGN MIXES C. STEEL REINFORCEMENT SHOP DRAWINGS PREPARED ACCORDING TO ACI-315. D. WELDING CERTIFICATES E. MATERIAL TEST REPORTS 2. QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED CONCRETE WORK ON PROJECTS OF SIMILAR DESIGN AND SCOPE AS INDICATED FOR THIS PROJECT, AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. B. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY-MIXED CONCRETE PRODUCTS ACCORDING TO THE NATIONAL READY MIXED CONCRETE ASSOCIATION STANDARDS. C. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY, ACCEPTABLE TO AHJ, QUALIFIED ACCORDING TO ASTM C 1077 AND ASTM E329. PERSONNEL SHALL BE QUALIFIED AS ACI CONCRETE FIELD TESTING TECHNICIAN GRADE 1, ACCORDING TO ACI-CP-1 OR EQUIVALENT. D. OBTAIN EACH TYPE OR CLASS OF CEMENTITIOUS MATERIAL OF THE SAME BRAND FROM THE SAME SOURCE, MANUFACTURER, OR MANUFACTURER'S PLANT. E. WELDING: QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D1.4. F. COMPLY WITH THE FOLLOWING STANDARDS UNLESS MORE STRINGENT PROVISIONS ARE INDICATED: a. ACI-301 FOR STRUCTURAL CONCRETE b. ACI-117 FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. 3. CONCRETE MATERIALS: A. PORTLAND CEMENT: ASTM C 150, TYPE I/II. B. NORMAL WEIGHT AGGREGATE: ASTM C33 UNIFORMLY GRADED, MODERATE WEATHERING REGION, BUT NOT LESS THAN 3M. C. WATER: POTABLE AND COMPLYING WITH ASTM C 94. 4. VAPOR BARRIER: ASTM E 1745, CLASS A & ASTM D903. A. PERMEANCE OR LESS THAN 0.01 PERMS PER ASTM F 1249 OR ASTM E 96. B. PRODUCTS: BARRIER-BAC VBC-350 COMPOSITE, BY INTEPLAST GROUP, AND FLORPRUFE 120 BY W.R. GRACE & CO. OR EQUAL. C. ACCESSORIES: a. SEAM TAPE LESS THAN 0.3 PERMS; b. VAPOR-PROOFING MASTIC LESS THAN 0.3 PERMS c. PIPE BOOTS CONSTRUCTED FROM VAPOR BARRIER MATERIAL, PRESSURE SENSITIVE TAPE AND/OR MASTIC PER MANUFACTURER'S INSTRUCTIONS. D. FINE GRADED GRANULAR MATERIAL: CLEAN MIXTURE OF CRUSHED STONE, CRUSHED GRAVEL, AND MANUFACTURED OR NATURAL SAND; ASTM D 448, SIZE 10, WITH 100 PERCENT PASSING A NO. 4 (4.75MM) SIEVE AND 10 TO 30 PERCENT PASSING A NO. 100 (0.15-MM) SIEVE; MEETING DELETERIOUS SUBSTANCE LIMITS OF ASTM C 33 FOR FINE AGGREGATES. a. INSTALL, MOISTEN AND COMPACT WITH MECHANICAL EQUIPMENT TO ELEVATION TOLERANCES OF PLUS 0" OR MINUS 3/4". E. GRANULAR FILL: CLEAN MIXTURE OF CRUSHED STONE OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448, SIZE 57, WITH 100% PASSING A 1-1/2" SIEVE AND 0 TO 5 PERCENT PASSING A NO. 8 SIEVE. a. INSTALL, MOISTEN AND COMPACT WITH MECHANICAL EQUIPMENT TO ELEVATION TOLERANCES OF PLUS 0" OR MINUS 3/4". b. PLACE AND COMPACT A 1/2" THICK LAYER OF FINE-GRADED GRANULAR MATERIAL OVER GRANULAR FILL. SECTION 03300 -CAST-IN-PLACE CONCRETE (CONTINUED) F. INSTALLATION: INSTALL VAPOR BARRIER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. AND ASTM E 1643-98. a. UNROLL VAPOR BARRIER WITH THE LONGEST DIMENSION PARALLEL WITH THE DIRECTION OF THE CONCRETE POUR. b. LAP VAPOR BARRIER OVER FOOTINGS AND/OR SEAL TO FOUNDATION WALLS. c. OVERLAP JOINTS 6" AND SEAL WITH MANUFACTURER’S TAPE. d. SEAL ALL PENETRATIONS (INCLUDING PIPES) PER MANUFACTURER’S INSTRUCTIONS. 5. DO NOT PENETRATE THE VAPOR BARRIER EXCEPT AT LOCATIONS OF REINFORCING STEEL AND PERMANENT UTILITIES. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR BARRIER, OVERLAPPING DAMAGED AREA 6" AND TAPING ALL FOUR SIDES WITH TAPE.FLOOR AND SLAB TREATMENTS: A. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, AND PLASTICIZING ADMIXTURE. a. US SPEC DENSE TOP; US MIX PRODUCTS CO. (303) 722-8426 (OR APPROVED SIMILAR) B. PENETRATING LIQUID FLOOR TREATMENT: CHEMICALLY REACTIVE, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; COLORLESS; THAT PENETRATES, HARDENS, AND DENSIFIES CONCRETE SURFACES. C. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: a. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: • US SPEC DENSE TOP; US MIX PRODUCTS CO. (303) 722-8426 (OR APPROVED SIMILAR) b. PENETRATING LIQUID FLOOR TREATMENT: • US SPEC INDUSTRASEAL; US MIX PRODUCTS CO. (303) 722-8426 (OR APPROVED SIMILAR) 6. CURING MATERIALS: A. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. B. ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ. M) DRY. C. MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP-POLYETHYLENE SHEET. D. WATER: POTABLE. E. CLEAR, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND: ASTM C 1315, TYPE 1, CLASS A. a. CLEAR, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND. b. PRODUCTS: US SPEC RADIANCE UV; US MIX PRODUCTS CO., (303) 722-8426 (OR APPROVED SIMILAR) 9. CONCRETE MIXING: A. READY-MIXED CONCRETE: MEASURE, BATCH, MIX, AND DELIVER CONCRETE ACCORDING TO ASTM C 94 AND ASTM C 1116, AND FURNISH BATCH TICKET INFORMATION. a. WHEN AIR TEMPERATURE IS BETWEEN 85 AND 90 DEG F (30 AND 32 DEG C), REDUCE MIXING AND DELIVERY TIME FROM 1-1/2 HOURS TO 75 MINUTES; WHEN AIR TEMPERATURE IS ABOVE 90 DEG F (32 DEG C), REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES. 10. CONCRETE JOINTS: A. GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. B. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED, AS APPROVED BY ARCH. a. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. DO NOT CONTINUE REINFORCEMENT THROUGH SIDES OF STRIP PLACEMENTS OF FLOORS AND SLABS. b. FORM FROM PREFORMED GALVANIZED STEEL, PLASTIC KEYWAY-SECTION FORMS, OR BULKHEAD FORMS WITH KEYS, UNLESS OTHERWISE INDICATED. EMBED KEYS AT LEAST 1-1/2" INTO CONCRETE. c. LOCATE JOINTS FOR SLABS, BEAMS, JOISTS, AND GIRDERS IN THE MIDDLE THIRD OF SPANS. d. LOCATE HORIZONTAL JOINTS IN WALLS AND COLUMNS AT UNDERSIDE OF FLOORS, SLABS, BEAMS, AND GIRDERS AND AT THE TOP OF FOOTINGS OR FLOOR SLABS. e. SPACE VERTICAL JOINTS IN WALLS AS INDICATED. LOCATE JOINTS BESIDE PIERS INTEGRAL WITH WALLS, NEAR CORNERS, AND IN CONCEALED LOCATIONS WHERE POSSIBLE. f. USE EPOXY-BONDING ADHESIVE AT LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINST HARDENED OR PARTIALLY HARDENED CONC. SURFACES. C. CONTRACTION JOINTS IN SLABS-ON-GRADE: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF CONCRETE THICKNESS, AS FOLLOWS: a. DIAMOND-RIMMED BLADES. CUT 1/8" WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. D. DOWEL JOINTS: INSTALL DOWEL SLEEVES AND DOWELS OR DOWEL BAR AND SUPPORT ASSEMBLIES AT JOINTS WHERE INDICATED. a. USE DOWEL SLEEVES OR LUBRICATE OR ASPHALT-COAT ONE-HALF OF DOWEL LENGTH TO PREVENT CONCRETE BONDING TO ONE SIDE OF JOINT. 11. CONCRETE PLACEMENT A. BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED. B. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT PROJECT SITE, OR DURING PLACEMENT, UNLESS APPROVED BY ARCHITECT. C. BEFORE PLACING CONCRETE, WATER MAY BE ADDED AT PROJECT SITE, SUBJECT TO LIMITATIONS OF ACI 301. D. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS SPECIFIED. DEPOSIT CONCRETE TO AVOID SEGREGATION. E. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NO DEEPER THAN 24" AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. PLACE EACH LAYER WHILE PRECEDING LAYER IS STILL PLASTIC, TO AVOID COLD JOINTS. DO NOT DROP CONCRETE FROM A HEIGHT > 60". a. CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATING CONCRETE RECOMMENDED BY ACI 309R. b. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NO FARTHER THAN THE VISIBLE EFFECTIVENESS OF THE VIBRATOR. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6" INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO LOSE PLASTICITY. AT EACH INSERTION, LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING MIX CONSTITUENTS TO SEGREGATE. F. DEPOSIT AND CONSOLIDATE CONCRETE FOR FLOORS AND SLABS IN A CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL PLACEMENT OF A PANEL OR SECTION IS COMPLETE. A. CONSOLIDATE CONCRETE DURING PLACEMENT OPERATIONS SO CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO CORNERS. B. MAINTAIN REINFORCEMENT IN POSITION ON CHAIRS DURING PLACEMENT. C. SCREED SLAB SURFACES WITH A STRAIGHTEDGE AND STRIKE OFF TO CORRECT ELEVATIONS. D. SLOPE SURFACES UNIFORMLY TO DRAINS WHERE REQUIRED. E. BEGIN INITIAL FLOATING USING BULL FLOATS OR DARBIES TO FORM A UNIFORM AND OPEN- TEXTURED SURFACE PLANE, FREE OF HUMPS OR HOLLOWS, BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. DO NOT FURTHER DISTURB SLAB SURFACES BEFORE STARTING FINISHING OPERATIONS. SECTION 03300 -CAST-IN-PLACE CONCRETE (CONTINUED) E. COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPS. a. WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 40 DEG F (4.4 DEG C), UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 50 DEG F (10 DEG C) AND NOT MORE THAN 80 DEG F (27 DEG C) AT POINT OF PLACEMENT. b. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS. c. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS, UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIX DESIGNS. F. HOT-WEATHER PLACEMENT: PLACE CONCRETE ACCORDING TO RECOMMENDATIONS IN ACI 305R AND AS FOLLOWS, WHEN HOT-WEATHER CONDITIONS EXIST: a. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE BELOW 90 DEG F (32 DEG C) AT TIME OF PLACEMENT. CHILLED MIXING WATER OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE, PROVIDED WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING WATER. USING LIQUID NITROGEN TO COOL CONCRETE IS CONTRACTOR'S OPTION. b. COVER STEEL REINFORCEMENT WITH WATER-SOAKED BURLAP SO STEEL TEMPERATURE WILL NOT EXCEED AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE EMBEDDING IN CONCRETE. c. FOG-SPRAY FORMS, STEEL REINFORCEMENT, AND SUBGRADE JUST BEFORE PLACING CONCRETE. KEEP SUBGRADE MOISTURE UNIFORM WITHOUT STANDING WATER, SOFT SPOTS, OR DRY AREAS. G. EMBEDDED ITEMS: PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED. 12. FINISHING FLOORS AND SLABS: A. GENERAL: COMPLY WITH RECOMMENDATIONS IN ACI 302.1R FOR SCREEDING, RE- STRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. B. FLOAT FINISH: CONSOLIDATE SURFACE WITH POWER-DRIVEN FLOATS OR BY HAND FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER DRIVEN FLOATS. RE- STRAIGHTEN, CUT DOWN HIGH SPOTS, AND FILL LOW SPOTS. REPEAT FLOAT PASSES AND RE-STRAIGHTENING UNTIL SURFACE IS LEFT WITH A UNIFORM, SMOOTH, GRANULAR TEXTURE. TYPICAL FOR ALL INTERIOR SLABS. a. APPLY FLOAT FINISH TO SURFACES INDICATED, TO SURFACES TO RECEIVE TROWEL FINISH, AND TO FLOOR AND SLAB SURFACES TO BE COVERED WITH FLUID-APPLIED OR SHEET WATERPROOFING, BUILT-UP OR MEMBRANE ROOFING, OR SAND-BED TERRAZZO. b. FINISH AND MEASURE SURFACE SO GAP AT ANY POINT BETWEEN CONCRETE SURFACE AND AN UNLEVELED FREESTANDING 10' LONG STRAIGHTEDGE, RESTING ON TWO HIGH SPOTS AND PLACED ANYWHERE ON THE SURFACE, DOES NOT EXCEED 3/16" TYPICAL INTERIOR FLOORS C. BROOM FINISH: APPLY A BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED. a. IMMEDIATELY AFTER FLOAT FINISHING, SLIGHTLY ROUGHEN TRAFFICKED SURFACE BY BROOMING WITH FIBER-BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQ'D FINISH WITH ARCH. BEFORE APPLICATION. D. MISCELLANEOUS CONCRETE ITEMS a. FILLING IN: FILL IN HOLES AND OPENINGS LEFT IN CONCRETE STRUCTURES, UNLESS OTHERWISE INDICATED, AFTER WORK OF OTHER TRADES IS IN PLACE. MIX, PLACE, AND CURE CONCRETE, AS SPECIFIED, TO BLEND WITH IN-PLACE CONSTRUCTION. PROVIDE OTHER MISCELLANEOUS CONCRETE FILLING INDICATED OR REQUIRED TO COMPLETE WORK. E. CONCRETE PROTECTION AND CURING a. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD- WEATHER PROTECTION AND WITH RECOMMENDATIONS IN ACI 305R FOR HOT- WEATHER PROTECTION DURING CURING. b. EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO UNFORMED CONCRETE SURFACES IF HOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING 0.2 LB/SQ. FT. X H BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULL FLOATING OR DARBYING CONCRETE, BUT BEFORE FLOAT FINISHING. c. CURING COMPOUND: APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. RECOAT AREAS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIAL APPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. 13. CAST IN PLACE CONCRETE: FIELD QUALITY CONTROL A. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. SAMPLING AND TESTING FOR QUALITY CONTROL MAY INCLUDE THOSE SPECIFIED IN THIS ARTICLE. B. TESTING SERVICES: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C 172 SHALL BE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS: a. TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CU. YD. (4 CU. M), BUT LESS THAN 25 CU. YD. (19 CU. M), PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. (38 CU. M) OR FRACTION THEREOF. b. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE COMPRESSIVE STRENGTH TESTS FOR EACH CONCRETE MIX, TESTING SHALL BE CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED. c. SLUMP: ASTM C 143; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. d. AIR CONTENT: ASTM C 231, PRESSURE METHOD, FOR NORMAL-WEIGHT CONCRETE; ASTM C 173, VOLUMETRIC M e. CONCRETE TEMPERATURE: ASTM C 1064; ONE TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEG F (4.4 DEG C) AND BELOW AND WHEN 80 DEG F (27 DEG C) AND ABOVE, AND ONE TEST FOR EACH COMPOSITE SAMPLE. f. COMPRESSION TEST SPECIMENS: ASTM C 31/C 31M; CAST AND LABORATORY CURE ONE SET OF FOUR STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE. g. COMPRESSIVE-STRENGTH TESTS: ASTM C 39; TEST TWO LABORATORY-CURED SPECIMENS AT 7 DAYS AND TWO AT 28 DAYS. h. TEST TWO FIELD-CURED SPECIMENS AT 7 DAYS AND TWO AT 28 DAYS. i. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE STRENGTH FROM TWO SPECIMENS OBTAINED FROM SAME COMPOSITE SAMPLE AND TESTED AT AGE INDICATED. j. WHEN STRENGTH OF FIELD-CURED CYLINDERS IS LESS THAN 85 PERCENT OF COMPANION LABORATORY-CURED CYLINDERS, CONTRACTOR SHALL EVALUATE OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES FOR PROTECTING AND CURING IN-PLACE CONCRETE. k. STRENGTH OF EACH CONCRETE MIX WILL BE SATISFACTORY IF EVERY AVERAGE OF ANY THREE CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED COMPRESSIVE STRENGTH AND NO COMPRESSIVE-STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI (3.4 MPA). l. TEST RESULTS SHALL BE REPORTED IN WRITING TO ARCHITECT, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH AND 28-DAY TESTS. m. NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHER NONDESTRUCTIVE DEVICE MAY BE PERMITTED BY ARCHITECT BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF CONCRETE. 7. RELATED MATERIALS: A. JOINT-FILLER STRIPS: ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER. B. BONDING AGENT: ASTM C 1059, TYPE II, NON-REDISPERSIBLE, ACRYLIC EMULSION OR STYRENE BUTADIENE. C. EPOXY-BONDING ADHESIVE: ASTM C 881, TWO-COMPONENT EPOXY RESIN, CAPABLE OF HUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS AND GRADE TO SUIT REQUIREMENTS, AND AS FOLLOWS: a. TYPE II, NON-LOAD BEARING, FOR BONDING FRESHLY MIXED CONCRETE TO HARDENED CONCRETE. b. TYPES I AND II, NON-LOAD BEARING, FOR BONDING HARDENED OR FRESHLY MIXED CONCRETE TO HARDENED CONCRETE. c. TYPES IV AND V, LOAD BEARING, FOR BONDING HARDENED OR FRESHLY MIXED CONCRETE TO HARDENED CONCRETE. D. REGLETS: FABRICATE REGLETS OF NOT LESS THAN 0.0217" THICK GALVANIZED STEEL SHEET. TEMPORARILY FILL OR COVER FACE OPENING OF REGLET TO PREVENT INTRUSION OF CONCRETE OR DEBRIS. E. DOVETAIL ANCHOR SLOTS: HOT-DIP GALVANIZED STEEL SHEET, NOT LESS THAN 0.0336" THICK, WITH BENT TAB ANCHORS. TEMPORARILY FILL OR COVER FACE OPENING OF SLOTS TO PREVENT INTRUSION OF CONCRETE OR DEBRIS. 8. CONCRETE MIXES: A. PREPARE DESIGN MIXES FOR EACH TYPE AND STRENGTH OF CONCRETE DETERMINED BY EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA BASES, AS FOLLOWS: a. PROPORTION NORMAL-WEIGHT CONCRETE ACCORDING TO ACI 211.1 & ACI 301. b. PROPORTION LIGHTWEIGHT STRUCTURAL CONCRETE ACCORDING TO ACI 211.2 AND ACI 301. B. USE A QUALIFIED INDEPENDENT TESTING AGENCY FOR PREPARING AND REPORTING PROPOSED MIX DESIGNS FOR THE LABORATORY TRIAL MIX BASIS. C. FOOTINGS AND FOUNDATION WALLS: PROPORTION NORMAL-WEIGHT CONCRETE MIX AS FOLLOWS: a. COMPRESSIVE STRENGTH (28 DAYS): 3000 PSI . b. MAXIMUM SLUMP: 4". D. SLAB-ON-GRADE: PROPORTION NORMAL-WEIGHT CONCRETE MIX AS FOLLOWS: a. COMPRESSIVE STRENGTH (28 DAYS): 3000 PSI. b. MIN. CEMENTITIOUS MATERIALS CONTENT: 540 LB/CU. YD. c. MAXIMUM SLUMP: 4". E. CEMENTITIOUS MATERIALS: FOR CONCRETE EXPOSED TO DEICERS, LIMIT PERCENTAGE, BY WEIGHT, OF CEMENTITIOUS MATERIALS OTHER THAN PORTLAND CEMENT ACCORDING TO ACI 301 REQUIREMENTS. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 3 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A011 ARCHITECTURAL SPECIFICATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 3 SPECS -SECTION 03300 -CAST-IN-PLACE CONCRETE FULL DEPTH STONE ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 SECTION 06100 -ROUGH CARPENTRY 1. DIMENSION LUMBER FRAMING A. NON-LOAD BEARING INTERIOR PARTITIONS: STUD GRADE HEM-FIR B. OTHER FRAMING: NO. 2 GRADE DOUGLAS FIR. 2. FRAMING AND BLOCKING: PROVIDE WOOD BLOCKING OF SIZE AND SHAPE REQUIRED TO SECURE OTHER WORK OR EQUIPMENT IN PLACE. 3. SHEATHING PRODUCTS: A. OSB PANELS: DOC PS2 4. MISCELLANEOUS LUMBER: A. GENERAL: PROVIDE LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING THE FOLLOWING: a. BLOCKING. b. CANTS. c. NAILERS. d. FURRING. e. GROUNDS. 5. PANEL PRODUCTS: A. MISCELLANEOUS CONCEALED PLYWOOD: EXPOSURE 1 SHEATHING, SPAN B. RATING TO SUIT FRAMING IN EACH LOCATION, AND THICKNESS AS INDICATED BUT NOT LESS THAN 1/2". C. MISCELLANEOUS EXPOSED PLYWOOD: DOC PS 1, A-D INTERIOR, THICKNESS AS INDICATED BUT NOT LESS THAN 1/2". D. TELEPHONE AND ELECTRICAL EQUIPMENT BACKING PANELS: DOC PS 1, E. EXPOSURE 1, C-D PLUGGED, FIRE-RETARDANT TREATED, IN THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESS THAN 1/2". 6. ROOF SHEATING A. PLYWOOD SHEATHING:EITHER DOC PS 1 OR DOS PS 2, EXTERIOR STRCUTURAL I SHEATHING. B. ORIENTED STRAND BOARD SHETHGIN: DOC PS 2, EXPOSURE 1, STRCUTURAL I SHEATHING. 7. FASTENERS A. GENERAL: PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH REQUIREMENTS SPECIFIED IN B. BY MANUFACTURER FOR SHEATHING AND ROUGH CARPENTRY. a. PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH ASTM A153/A153M SECTION 06400 -FINISH CARPENTRY 1. MANUFACTURERS: A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS. B. MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK C. WOOD SPECIES AND CUT FOR TRANSPARENT FINISH: INDICATED ON THE DRAWINGS. D. WOOD SPECIES FOR OPAQUE FINISH: INDICATED ON THE DRAWINGS E. CLEAR FLOAT GLASS FOR DOORS: ASTM C 1036, TYPE I, CLASS 1, QUALITY Q3, 6 MM THICK, UNLESS OTHERWISE INDICATED. CLEAR TEMPERED FLOAT GLASS FOR SHELVES: ASTM C 1048, KIND FT, CONDITION A, TYPE I, CLASS 1, QUALITY Q3; WITH EXPOSED EDGES SEAMED BEFORE TEMPERING, 6 MM THICK, UNLESS OTHERWISE INDICATED. 2. SUBMITTALS: SUBMIT DETAILED AND DIMENSIONED SHOP DRAWINGS WITH SECTION AND DETAILS DRAWN AT A SCALE OF NOT LESS THAN 1-1/2” = 1'-0”. TAKE FIELD MEASUREMENTS FOR ALL CRITICAL DIMENSIONS. IDENTIFY MATERIALS, TYPES OF JOINERY AND METHODS OF JOINING, FASTENING, AND FINISHES. SECTION 06400 -FINISH CARPENTRY (CONTINUED) 7. FABRICATION OF ARCHITECTURAL CABINETS AND SHELVING: A. FABRICATE TO AWI PREMIUM GRADE FOR WOOD COMPONENTS AND TO AWI CUSTOM GRADE FOR PLASTIC LAMINATE COMPONENTS. SHOP ASSEMBLE CASEWORK FOR DELIVERY TO SITE IN UNITS EASILY HANDLED AND TO PERMIT CONSTRUCTION PASSAGE THROUGH BUILDING OPENINGS. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIAL WITH AMPLE ALLOWANCE FOR CUTTING AND SCRIBING. APPLY PLASTIC LAMINATE FINISH TO FULL UNINTERRUPTED SHEETS CONSISTENT WITH MANUFACTURED SIZES. APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF PLASTIC LAMINATE FINISHED SURFACES. LAMINATE IS REQUIRED ON UNDERSIDE OF COUNTER, AND AT ALL INTERIOR SURFACES AT ADA SINK BASE CABINETS. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, AND OUTLET BOXES. PROVIDE TRIM STRIPS AT BUILT-IN APPLIANCES AS REQ'D FOR BUILT IN APPEARANCE. B. AWI TYPE OF CABINET CONSTRUCTION: FLUSH OVERLAY. C. WOOD SPECIES AND CUT FOR EXPOSED SURFACES: AS INDICATED ON THE DRAWINGS. a. GRAIN MATCHING: AS INDICATED. b. MATCHING OF VENEER LEAVES: BOOK MATCH. c. VERTICAL MATCHING OF VENEER LEAVES: END MATCH. d. VENEER MATCHING WITHIN PANEL FACE: BALANCE AND CENTER MATCH. e. VENEER MATCHING WITHIN ROOM: PROVIDE CABINET VENEERS IN EACH ROOM OR OTHER SPACE FROM A SINGLE FLITCH WITH DOORS, DRAWER FRONTS, AND OTHER SURFACES MATCHED IN A SEQUENCED SET WITH CONTINUOUS MATCH WHERE VENEERS ARE INTERRUPTED PERPENDICULAR TO THE GRAIN. f. SEMI-EXPOSED SURFACES: PROVIDE SURFACE MATERIALS INDICATED BELOW: • SURFACES OTHER THAN DRAWER BODIES: THERMOSET DECORATIVE OVERLAY. • DRAWER SIDES AND BACKS: THERMOSET DECORATIVE OVERLAY. • DRAWER BOTTOMS: THERMOSET DECORATIVE OVERLAY. D. FABRICATION OF PANELING: FABRICATE TO AWI PREMIUM STANDARDS. SHOP PREPARE AND IDENTIFY SHEETS FOR GRAIN MATCHING DURING SITE ERECTION. WHEN ECESSARY TO CUT AND FIT ON SITE PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING AND SCRIBING. APPLY SECOND GRADE WOOD VENEER ON REVERSE SIDE OF VENEER FINISHES. SURFACES TO COMPLY WITH AWI STANDARDS. E. QUALITY STANDARD: COMPLY WITH AWI SECTION 500 REQUIREMENTS FOR FLUSH WOOD PANELING. F. GRADE: PREMIUM (MONUMENTAL). G. WOOD SPECIES AND CUT: AS INDICATED ON THE DRAWINGS. a. LUMBER TRIM AND EDGES: AT FABRICATOR'S OPTION, TRIM AND EDGES INDICATED AS SOLID WOOD (EXCEPT MOLDINGS) MAY BE EITHER LUMBER OR VENEERED CONSTRUCTION COMPATIBLE WITH GRAIN AND COLOR OF VENEERED PANELS. H. MATCHING OF ADJACENT VENEER LEAVES: BOOK MATCH. I. VERTICAL MATCHING OF ADJACENT VENEER LEAVES: END MATCH. J. VENEER MATCHING WITHIN PANEL FACE: BALANCE MATCH. K. PANEL-MATCHING METHOD: MATCH PANELS WITHIN EACH SEPARATE AREA BY THE FOLLOWING METHOD: a. BLUEPRINT-MATCHED PANELS AND COMPONENTS. L. VERTICAL PANEL-MATCHING METHOD: END MATCH. M. FIRE-RETARDANT-TREATED PANELING: PROVIDE PANELS CONSISTING OF WOOD VENEER AND FIRE- RETARDANT PARTICLEBOARD OR FIRE-RETARDANT MEDIUM-DENSITY FIBERBOARD. PANELS SHALL HAVE FLAME-SPREAD RATING OF 75 OR LESS AND SMOKE-DEVELOPED RATING OF 450 OR LESS PER ASTM E 84. 3. REFERENCE STANDARDS: WORK SHALL CONFORM WITH REQ'MTS OF THE FOLLOWING: A. ARCHITECTURAL WOODWORK INSTITUTE (AWI - CURRENT EDITION QUALITY STANDARDS); B. AMERICAN PLYWOOD ASSOC. (APA). AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 4. MATERIALS: UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING MATERIALS FOR THE LISTED APPLICATIONS. A. PARTICLE BOARD: BOHEMIA, BOISE CASCADE, GEORGIA PACIFIC, WEYERHAEUSER, OR WILLAMETTE INDUSTRIES. STOCK SHELVING UNITS TO INCLUDE MELAMINE FINISH AND VINYL EDGE, U.N.O. B. PLYWOOD BACKING AND PANELS: APA A-B EXT WITH C SELECT PINE EDGE BANDS WHERE EDGES ARE EXPOSED. C. VENEER AND FINISH SOLIDS: AWI PREMIUM GRADE, PROVIDE AND INSTALL PANEL CLIPS SPLINES FASTENERS, AND OTHER HARDWARE FOR A COMPLETE INSTALLATION. ALL VENEER COMPONENTS TO BE INSTALLED IN A CONCEALED FASTENING METHOD UNO. D. PLASTIC LAMINATE: FORMICA; WILSONART; LAMINART; ARPA, OR NEVAMAR. PROVIDE 0.05” THICK ON EXPOSED HORIZONTAL SURFACES, 0.028” THICK ON EXPOSED VERTICAL SURFACES, 0.02" THICK CABINET LININGS AND CONCEALED BACK PANELS. 5. CASEWORK: CASEWORK SHALL CONSIST OF MDF WITH PLASTIC LAMINATE EDGE BANDING AND APPROPRIATE FACE AND BACKER PLASTIC LAMINATE UNLESS OTHERWISE NOTED. SHELF SUPPORT RE: MILLWORK GENERAL NOTES. LAMINATE COLORS SHALL BE APPLIED TO FACE AND BACK SURFACE OF CABINET DOORS, U.N.O. 6. FABRICATION, GENERAL: A. INTERIOR WOODWORK GRADE: PROVIDE PREMIUM GRADE INTERIOR WOODWORK COMPLYING WITH THE REFERENCED QUALITY STANDARD. B. FABRICATE WOODWORK TO DIMENSIONS, PROFILES, AND DETAILS INDICATED. EASE EDGES TO RADIUS INDICATED FOR THE FOLLOWING: a. CORNERS OF CABINETS AND EDGES OF SOLID-WOOD (LUMBER) MEMBERS AND RAILS: 1/16". b. SHOP CUT OPENINGS, TO MAXIMUM EXTENT POSSIBLE, TO RECEIVE HARDWARE, APPLIANCES, PLUMBING FIXTURES, ELECTRICAL WORK, AND SIMILAR ITEMS. LOCATE OPENINGS ACCURATELY AND USE TEMPLATES OR ROUGHING-IN DIAGRAMS TO PRODUCE ACCURATELY SIZED AND SHAPED OPENINGS. SAND EDGES OF CUTOUTS TO REMOVE SPLINTERS AND BURRS. c. SEAL EDGES OF OPENINGS IN COUNTERTOPS WITH A COAT OF VARNISH. C. FABRICATION OF INTERIOR STANDING AND RUNNING TRIM: FABRICATE TO AWI PREMIUM GRADE UNO TO CUT AND FIT ON SITE. PROVIDE MATERIAL WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. D. FOR OPAQUE FINISH a. QUALITY STANDARD: COMPLY WITH AWI SECTION 300. b. BACKOUT OR GROOVE BACKS OF FLAT TRIM MEMBERS AND KERF BACKS OF OTHER WIDE, FLAT MEMBERS, EXCEPT FOR MEMBERS WITH ENDS EXPOSED IN FINISHED WORK. c. ASSEMBLE CASINGS IN PLANT EXCEPT WHERE LIMITATIONS OF ACCESS TO PLACE OF INSTALLATION REQUIRE FIELD ASSEMBLY. 8. INSTALLATION: UPON DELIVERY INSPECT ALL MILLWORK AND CASEWORK FOR SCRATCHES MARKS OR OTHER DAMAGE, AND REJECT ITEM WHICH CANNOT BE SATISFACTORILY REPAIRED. FINISHED WORK SHALL BE FLAT, PLUMB, AND TRUE. FASTENING SHALL BE CONCEALED WHEREVER POSSIBLE. WHERE NOT POSSIBLE, LOCATE IN INCONSPICUOUS PLACES. WHERE NAILING THROUGH FACE OF WOODWORK, COUNTERSINK AND CONCEAL NAIL HEADS. ALL MOLDED MEMBERS SHALL BE MITERED AND COPED AT CORNERS. QUALITY STANDARD: INSTALL WOODWORK TO COMPLY WITH AWI SECTION 1700 FOR THE SAME GRADE SPECIFIED IN PART 2 OF THIS SECTION FOR TYPE OF WOODWORK INVOLVED. A. INSTALL WOODWORK LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB (INCLUDING TOPS) TO A TOLERANCE OF 1/8" IN 96". B. SCRIBE AND CUT WOODWORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. C. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISH IS INDICATED. D. STANDING AND RUNNING TRIM: INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES (FROM MAXIMUM LENGTH OF LUMBER AVAILABLE) TO GREATEST EXTENT POSSIBLE. DO NOT USE PIECES LESS THAN 96" LONG, EXCEPT WHERE SHORTER SINGLE-LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS AND STAGGER IN ADJACENT AND RELATED MEMBERS. E. FILL GAPS, IF ANY, BETWEEN TOP OF BASE AND WALL WITH PLASTIC WOOD FILLER, SAND SMOOTH, AND FINISH SAME AS WOOD BASE, IF FINISHED. a. INSTALL WALL RAILINGS ON INDICATED METAL BRACKETS SECURELY FASTENED TO WALL FRAMING. b. INSTALL STANDING AND RUNNING TRIM WITH NO MORE VARIATION FROM A STRAIGHT LINE THAN 1/8" IN 96". F. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED. a. INSTALL CABINETS WITH NO MORE THAN 1/8" IN 96" SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. b. MAINTAIN VENEER SEQUENCE MATCHING OF CABINETS WITH TRANSPARENT FINISH. c. FASTEN WALL CABINETS THROUGH BACK, NEAR TOP AND BOTTOM, AT ENDS AND NOT MORE THAN 16" O.C. WITH NO. 10 WAFER-HEAD SHEET METAL SCREWS THROUGH METAL BACKING OR METAL FRAMING BEHIND WALL FINISH. G. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. a. ALIGN ADJACENT SOLID-SURFACING-MATERIAL COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH COUNTERTOP. CAREFULLY DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES, AND CLEAN ENTIRE SURFACE. b. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8" IN 96" SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. c. SECURE BACKSPLASHES TO TOPS WITH CONCEALED METAL BRACKETS AT 16" O.C. d. CAULK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS." e. PANELING: ANCHOR PANELING TO SUPPORTING SUBSTRATE WITH CONCEALED PANEL-HANGER CLIPS OR SPLINED CONNECTION STRIPS. DO NOT USE FACE FASTENING, UNLESS COVERED BY TRIM OR OTHERWISE INDICATED. f. INSTALL FLUSH PANELING WITH NO MORE THAN 1/16" IN 96" VERTICAL CUP OR BOW AND 1/8" IN 96" HORIZONTAL VARIATION FROM A TRUE PLANE. g. COMPLETE THE FINISHING WORK SPECIFIED IN THIS SECTION TO EXTENT NOT COMPLETED AT SHOP OR BEFORE INSTALLATION OF WOODWORK. FILL NAIL HOLES WITH MATCHING FILLER WHERE EXPOSED. APPLY SPECIFIED FINISH COATS, INCLUDING STAINS AND PASTE FILLERS, IF ANY, TO EXPOSED SURFACES WHERE ONLY SEALER/PRIME COATS WERE APPLIED IN SHOP. 9. ADJUSTING AND CLEANING: REPAIR DAMAGED AND DEFECTIVE WOODWORK, WHERE POSSIBLE, TO ELIMINATE FUNCTIONAL AND VISUAL DEFECTS; WHERE NOT POSSIBLE TO REPAIR, REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE. SECTION 061753 -SHOP-FABRICATED WOOD TRUSSES 1. SUBMITTALS 2. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR TRUSSES. A. SHOW LOCATION, PITCH, SPAN, CAMBER, CONFIGURATION, AND SPACING FOR EACH TYPE OF TRUSS REQUIRED. B. INDICATE SIZES, STRESS GRADES, AND SPECIES OF LUMBER. C. INDICATE LOCATIONS OF PERMANENT BRACING REQUIRED TO PREVENT BUCKLING OF INDIVIDUAL TRUSS MEMBERS DUE TO DESIGN LOADS. D. INDICATE LOCATIONS, SIZES, AND MATERIALS FOR PERMANENT BRACING REQUIRED TO PREVENT BUCKLING OF INDIVIDUAL TRUSS MEMBERS DUE TO DESIGN LOADS. E. INDICATE TYPE, SIZE, MATERIAL, FINISH, DESIGN VALUES, ORIENTATION, AND LOCATION OF METAL CONNECTOR PLATES. F. SHOW SPLICE DETAILS AND BEARING DETAILS. G. DELEGATED-DESIGN SUBMITTAL: FOR METAL-PLATE-CONNECTED WOOD TRUSSES INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. H. MANUFACTURER'S RESPONSIBILITIES INCLUDE PROVIDING PROFESSIONAL ENGINEERING SERVICES NEEDED TO ASSUME ENGINEERING RESPONSIBILITY. PREPARATION OF SHOP DRAWINGS AND COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER. 3. PERFORMANCE REQUIREMENTS A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO DESIGN METAL-PLATE- CONNECTED WOOD TRUSSES. B. STRUCTURAL PERFORMANCE: METAL-PLATE-CONNECTED WOOD TRUSSES SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS INDICATED. COMPLY WITH REQUIREMENTS IN TPI 1. C. COMPLY WITH APPLICABLE REQUIREMENTS AND RECOMMENDATIONS OF TPI 1, TPI DSB, AND SBCA BCSI. D. WOOD STRUCTURAL DESIGN STANDARD: COMPLY WITH APPLICABLE REQUIREMENTS IN AF&PA'S "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND ITS "SUPPLEMENT." 4. EXECUTION A. INSTALL WOOD TRUSSES ONLY AFTER SUPPORTING CONSTRUCTION IS IN PLACE AND IS BRACED AND SECURED. B. IF TRUSSES ARE DELIVERED TO PROJECT SITE IN MORE THAN ONE PIECE, ASSEMBLE TRUSSES BEFORE INSTALLING. C. HOIST TRUSSES IN PLACE BY LIFTING EQUIPMENT SUITED TO SIZES AND TYPES OF TRUSSES REQUIRED, EXERCISING CARE NOT TO DAMAGE TRUSS MEMBERS OR JOINTS BY OUT-OF-PLANE BENDING OR OTHER CAUSES. D. INSTALL AND BRACE TRUSSES ACCORDING TO TPI RECOMMENDATIONS AND AS INDICATED. E. ANCHOR TRUSSES SECURELY AT BEARING POINTS; USE METAL TRUSS TIE-DOWNS OR FLOOR TRUSS HANGERS AS APPLICABLE. INSTALL FASTENERS THROUGH EACH FASTENER HOLE IN METAL FRAMING ANCHORS ACCORDING TO MANUFACTURER'S FASTENING SCHEDULES AND WRITTEN INSTRUCTIONS. F. SECURELY CONNECT EACH TRUSS PLY REQUIRED FOR FORMING BUILT-UP GIRDER TRUSSES. G. INSTALL AND FASTEN PERMANENT BRACING DURING TRUSS ERECTION AND BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF PERMANENT BRACING WHERE TERMINATING AT WALLS OR BEAMS. H. INSTALL WOOD TRUSSES WITHIN INSTALLATION TOLERANCES IN TPI 1. I. DO NOT ALTER TRUSSES IN FIELD. DO NOT CUT, DRILL, NOTCH, OR REMOVE TRUSS MEMBERS. J. REPLACE WOOD TRUSSES THAT ARE DAMAGED OR DO NOT COMPLY WITH REQUIREMENTS. SECTION 066119 -QUARTZ STONE FABRICATION 1. SUMMARY A. QUARTZ STONE FABRICATIONS FOR KITCHEN AND BATHROOM COUNTERTOP AND BACKSPLASH. 2. SUBMITTALS A. PRODUCT DATA B. SHOP DRAWINGS a. INDICATE PLANS, SECTIONS, DIMENSIONS, COMPONENT SIZES, EDGE DETAILS, THERMOSETTING REQUIREMENTS, FABRICATION DETAILS, ATTACHMENT PROVISIONS, SIZES OF FURRING, BLOCKING, INCLUDING CONCEALED BLOCKING AND COORDINATION REQUIREMENTS WITH ADJACENT WORK. SHOW LOCATIONS AND SIZES OF CUTOUTS AND HOLES FOR PLUMBING FIXTURES, FAUCETS, SOAP DISPENSERS, WASTE RECEPTACLES AND OTHER ITEMS INSTALLED IN SOLID SURFACE. C. SAMPLE a. PROVIDE 4" X 4" SAMPLE 3. CLOSEOUT SUBMITTALS A. PROVIDE OPERATION AND MANTAINENCE DATA FROM MANUFACTURER. a. PROVIDE CARE AND MAINTENANCE KIT 4. MANUFACTURERS A. CORIAN QUARTZ BY DUPONT a. GENERALLY CONSISTING OF NATURAL QUARTZ PARTICLES, REACTED MONOMERS AND RESINS, PIGMENTS AND VARIOUS PERFORMANCE-ENHANCING ADDITIVES MANUFACTURED AS SLABS OF VARIOUS SPECIFIC CALIPERS. QUARTZ SURFACE MATERIALS ARE SOLID, NON-POROUS AND HOMOGENEOUS AND EXHIBIT STRENGTH, HARDNESS AND DURABILITY. SECTION 066119 -QUARTZ STONE FABRICATION 5. EXECUTION A. VERIFIY EXISTING CONDITION a. EXAMINE SUBSTRATES AND CONDITIONS, WITH FABRICATOR PRESENT FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. b. VERIFY ACTUAL SITE DIMENSIONS AND LOCATION OF ADJACENT MATERIALS PRIOR TO COMMENCING WORK. c. EXAMINE CABINETS UPON WHICH COUNTER TOPS ARE TO BE INSTALLED. VERIFY CABINETS ARE LEVEL TO WITHIN 1/8". B. INSTALLATION a. INSTALL COMPONENTS PLUMB, LEVEL, RIGID, SCRIBED TO ADJACENT FINISHES IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND PRODUCT INSTALLATION DETAILS. b. FABRICATE FIELD JOINTS USING MANUFACTURER'S RECOMMENDED ADHESIVE. KEEP COMPONENTS AND HANDS CLEAN WHEN MAKING JOINTS. REINFORCE FIELD JOINTS AS SPECIFIED HEREIN. CUT AND FINISH COMPONENT EDGES WITH CLEAN, SHARP RETURNS. c. ROUTE RADII AND CONTOURS TO TEMPLATE. ANCHOR SECURELY TO BASE COMPONENT OR OTHER SUPPORTS. ALIGN ADJACENT COMPONENTS AND FORM SEAMS TO COMPLY WITH MANUFACTURER’S WRITTEN RECOMMENDATIONS USING ADHESIVE IN COLOUR TO MATCH WORK. CAREFULLY DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES AND CLEAN ENTIRE SURFACE. d. INSTALL COUNTERTOPS WITH NO MORE THAN 3 MM (1/8") SAG, BOW OR OTHER VARIATION FROM A STRAIGHT LINE. e. ADHERE UNDERMOUNT/SUBMOUNT/BEVEL MOUNT SINKS/BOWLS TO COUNTERTOPS USING MANUFACTURER'S RECOMMENDED ADHESIVE AND MOUNTING HARDWARE. f. ADHERE TOPMOUNT SINKS/BOWLS TO COUNTERTOPS USING MANUFACTURER RECOMMENDED ADHESIVES AND COLOUR-MATCHED SILICONE SEALANT. SECURE SEAM MOUNT BOWLS AND SINKS TO COUNTER TOPS USING COLOUR MATCHED JOINT ADHESIVE. g. PROVIDE BACKSPLASHES AND ENDSPLASHES AS INDICATED ON DRAWINGS. ADHERE TO COUNTERTOPS USING A STANDARD COLOUR-COORDINATED SILICONE SEALANT. ADHERE APPLIED SIDESPLASHES TO COUNTERTOPS USING A STANDARD COLOUR-COORDINATED SILICONE SEALANT. h. KEEP COMPONENTS AND HANDS CLEAN DURING INSTALLATION. REMOVE ADHESIVES, SEALANTS AND OTHER STAINS. ENSURE COMPONENTS ARE CLEAN ON DATE OF SUBSTANTIAL PERFORMANCE OF THE WORK i. COORDINATE CONNECTIONS OF PLUMBING FIXTURES. C. REPAIR a. REPLACE AREAS OF SEVERELY DAMAGED SURFACES IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. D. CLEANING a. REMOVE EXCESS ADHESIVE AND SEALANT FROM VISIBLE SURFACES. b. CLEAN SURFACES IN ACCORDANCE WITH MANUFACTURER’S “CARE AND MAINTENANCE INSTRUCTIONS”. E. PROTECTION a. PROVIDE PROTECTIVE COVERINGS TO PREVENT PHYSICAL DAMAGE OR STAINING FOLLOWING INSTALLATION FOR DURATION OF PROJECT. b. PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL PERFORMANCE OF THE WORK. SECTION 071113 -BITUMINOUS DAMPROOFING 1. SUMMARY A. SECTION INCLUDESCOLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING. 2. SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. 3. PRODUCTS A. MATERIALS a. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC CONTENT LIMITS OF AUTHORITIES HAVING JURISDICTION b. UNLESS OTHERWISE REQUIRED. B. COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING a. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: • KARNAK CORPORATION; 220AF FIBERED EMULSION DAMPPROOFING. • A COMPARABLE PRODUCT REQUEST FOR A PRODUCT BY ONE OF THE FOLLOWING MANUFACTURERS. • COMPLY WITH THE COMPARABLE PRODUCT REQUEST REQUIREMENTS OF DIVISION 01 SECTION “PRODUCT REQUIREMENTS.” 1. BASF CONSTRUCTION CHEMICALS -BUILDING SYSTEMS; SONNEBORN BRAND PRODUCTS. 2. CHEMMASTERS, INC. 3. EUCLID CHEMICAL COMPANY (THE); AN RPM COMPANY. 4. HENRY COMPANY. 5. KOPPERS INC. 6. MALARKEY ROOFING PRODUCTS. 7. MEADOWS, W. R., INC. b. FIBERED BRUSH AND SPRAY COATS: ASTM D 1227, TYPE II, CLASS 1. C. AUXILIARY MATERIALS a. GENERAL: FURNISH AUXILIARY MATERIALS RECOMMENDED IN WRITING BY DAMPPROOFING MANUFACTURER FOR INTENDED USE AND COMPATIBLE WITH BITUMINOUS DAMPPROOFING. b. EMULSIFIED-ASPHALT PRIMER: ASTM D 1227, TYPE III, CLASS 1, EXCEPT DILUTED WITH WATER AS RECOMMENDED IN WRITING BY MANUFACTURER. c. ASPHALT-COATED GLASS FABRIC: ASTM D 1668, TYPE I. d. PROTECTION COURSE: ASTM D 6506, 1/8-INCH-THICK, SEMIRIGID SHEETS OF FIBERGLASS OR MINERAL-REINFORCED-ASPHALTIC CORE, PRESSURE LAMINATED BETWEEN TWO ASPHALT- SATURATED FIBROUS LINERS. 4. EXECUTION A. APPLICATION GENERAL a. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SUBSTRATE PREPARATION, DAMPPROOFING APPLICATION, CURE TIME BETWEEN COATS, AND DRYING TIME BEFORE BACKFILLING UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. • APPLY DAMPPROOFING TO PROVIDE CONTINUOUS PLANE OF PROTECTION. • APPLY ADDITIONAL COATS IF RECOMMENDED IN WRITING BY MANUFACTURER OR TO ACHIEVE A SMOOTH SURFACE AND UNINTERRUPTED COVERAGE. b. WHERE DAMPPROOFING FOOTINGS AND FOUNDATION WALLS, APPLY FROM FINISHED-GRADE LINE TO TOP OF FOOTING; EXTEND OVER TOP OF FOOTING AND DOWN A MINIMUM OF 6 INCHES OVER OUTSIDE FACE OF FOOTING. • EXTEND DAMPPROOFING 12 INCHES ONTO INTERSECTING WALLS AND FOOTINGS, BUT DO NOT EXTEND ONTO SURFACES EXPOSED TO VIEW WHEN PROJECT IS COMPLETED. • INSTALL FLASHINGS AND CORNER PROTECTION STRIPPING AT INTERNAL AND EXTERNAL CORNERS, CHANGES IN PLANE, CONSTRUCTION JOINTS, CRACKS, AND WHERE SHOWN AS "REINFORCED," BY EMBEDDING AN 8-INCH-WIDE STRIP OF ASPHALT-COATED GLASS FABRIC IN A HEAVY COAT OF DAMPPROOFING. DAMPPROOFING COAT FOR EMBEDDING FABRIC IS IN ADDITION TO OTHER COATS REQUIRED. B. COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING a. CONCRETE FOUNDATIONS: APPLY ONE FIBERED BRUSH OR SPRAY COAT AT NOT LESS THAN 4 GAL./100 SQ. FT. C. INSTALLATION OF PROTECTION COURSE a. INSTALL PROTECTION COURSE OVER COMPLETED-AND-CURED DAMPPROOFING.COMPLY WITH DAMPPROOFING-MATERIAL AND PROTECTION-COURSE MANUFACTURERS' WRITTEN INSTRUCTIONS FOR ATTACHING PROTECTION COURSE. SECTION 072100 -THERMAL INSULATION 1. SUMMARY A. SECTION INCLUDES a. POLYSTYRENE FOAM-PLASTIC BOARD INSULATION. b. GLASS-FIBER BLANKET INSULATION c. LOOSE FILL FIBERGLASS OR CELLULOSE INSULATION d. SPRAY POLYURETHANE FOAM INSULATION (FOR FILLING MISCELLANEOUS VOIDS). 2. SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 3. PRODUCTS A. FOAM-PLASTIC BOARD INSULATION a. EXTRUDED-POLYSTYRENE BOARD INSULATION: ASTM C 578, WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 75 AND 450, RESPECTIVELY, PER ASTM E 84. b. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: c. PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: • DIVERSIFOAM PRODUCTS. • DOW CHEMICAL COMPANY (THE). • OWENS CORNING. • PACTIV BUILDING PRODUCTS. d. TYPE IV, 25 PSI B. GLASS-FIBER BLANKET INSULATION a. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: b. PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: • CERTAINTEED CORPORATION. • GUARDIAN BUILDING PRODUCTS, INC. • JOHNS MANVILLE. • KNAUF INSULATION. • OWENS CORNING. SECTION 072100 -THERMAL INSULATION (CONTINUED) c. UNFACED, GLASS-FIBER BLANKET INSULATION: ASTM C 665, TYPE I; WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. • LABELING: PROVIDE IDENTIFICATION OF MARK INDICATING R-VALUE OF EACH PIECE OF INSULATION 12 INCHES AND WIDER IN WIDTH. d. GLASS-FIBER BLANKET, KRAFT FACED: ASTM C 665, TYPE II (NONREFLECTIVE FACED), CLASS C (FACED SURFACE NOT RATED FOR FLAME PROPAGATION); CATEGORY 1 (MEMBRANE IS A VAPOR BARRIER). • LABELING: PROVIDE IDENTIFICATION OF MARK INDICATING R-VALUE OF EACH PIECE OF INSULATION 12 INCHES AND WIDER IN WIDTH. C. LOOSE FILL GLASS FIBER OR CELLULOSE INSULATION a. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: b. PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: • GREEN FIBER • CERTAINTEED CORPORATION. • GUARDIAN BUILDING PRODUCTS, INC. • JOHNS MANVILLE. • KNAUF INSULATION. • OWENS CORNING. D. SPRAY POLYURETHANE FOAM INSULATION a. CLOSED-CELL POLYURETHANE FOAM INSULATION (FOR FILLING MISCELLANEOUS VOIDS): ASTM C 1029, TYPE II, WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 75 AND 450, RESPECTIVELY, PER ASTM E 84. b. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: • PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: 1. BASF CORPORATION. • BAYSYSTEMS NORTHAMERICA, LLC. • DOW CHEMICAL COMPANY (THE). • ERSYSTEMS, INC. • GACO WESTERN INC. • HENRY COMPANY. • NCFI; DIVISION OF BARNHARDT MFG. CO. • SWD URETHANE COMPANY. • VOLATILE FREE, INC. c. MINIMUM DENSITY OF 1.5 LB/CU. FT., THERMAL RESISTIVITY OF 6.2 DEG F X H X SQ. FT./BTU X IN. AT 75 DEG F. 4. EXECUTION A. INSTALLATION, GENERAL a. COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED. b. INSTALL INSULATION THAT IS UNDAMAGED, DRY, AND UNSOILED AND THAT HAS NOT BEEN LEFT EXPOSED TO ICE, RAIN, OR SNOW AT ANY TIME. c. EXTEND INSULATION TO ENVELOP ENTIRE AREA TO BE INSULATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. REMOVE PROJECTIONS THAT INTERFERE WITH PLACEMENT. d. PROVIDE SIZES TO FIT APPLICATIONS INDICATED AND SELECTED FROM MANUFACTURER'S STANDARD THICKNESSES, WIDTHS, AND LENGTHS. APPLY SINGLE LAYER OF INSULATION UNITS TO PRODUCE THICKNESS INDICATED UNLESS MULTIPLE LAYERS ARE OTHERWISE SHOWN OR REQUIRED TO MAKE UP TOTAL THICKNESS. B. INSTALLATION OF BELOW-GRADE INSULATION a. ON VERTICAL SURFACES, IF INDICATED ON DRAWINGS, SET INSULATION UNITS USING MANUFACTURER'S RECOMMENDED ADHESIVE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. • IF NOT OTHERWISE INDICATED, EXTEND INSULATION A MINIMUM OF 36 INCHES BELOW EXTERIOR GRADE LINE. b. ON HORIZONTAL SURFACES, LOOSELY LAY INSULATION UNITS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. STAGGER END JOINTS AND TIGHTLY ABUT INSULATION UNITS. • IF NOT OTHERWISE INDICATED, EXTEND INSULATION A MINIMUM OF 24 INCHES IN FROM EXTERIOR WALLS. C. INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION a. APPLY INSULATION UNITS TO SUBSTRATES BY METHOD INDICATED, COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. IF NO SPECIFIC METHOD IS INDICATED, BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT AND SUPPORT OF UNITS. b. POLYSTYRENE FOAM-PLASTIC BOARD INSULATION: INSTALL EXTERIOR WALL FOAM-PLASTIC BOARD INSULATION WITH MASONRY VENEER ANCHORS AT MASONRY VENEER. D. GLASS-FIBER BLANKET INSULATION: INSTALL IN CAVITIES FORMED BY FRAMING MEMBERS ACCORDING TO THE FOLLOWING REQUIREMENTS: a. USE INSULATION WIDTHS AND LENGTHS THAT FILL THE CAVITIES FORMED BY FRAMING MEMBERS. IF MORE THAN ONE LENGTH IS REQUIRED TO FILL THE CAVITIES, PROVIDE LENGTHS THAT WILL PRODUCE A SNUG FIT BETWEEN ENDS. b. PLACE INSULATION IN CAVITIES FORMED BY FRAMING MEMBERS TO PRODUCE A FRICTION FIT BETWEEN EDGES OF INSULATION AND ADJOINING FRAMING MEMBERS. c. MAINTAIN 3-INCH CLEARANCE OF INSULATION AROUND RECESSED LIGHTING FIXTURES NOT RATED FOR OR PROTECTED FROM CONTACT WITH INSULATION. d. FOR METAL-FRAMED WALL CAVITIES WHERE CAVITY HEIGHTS EXCEED 96 INCHES, SUPPORT UNFACED BLANKETS MECHANICALLY AND SUPPORT FACED BLANKETS BY TAPING FLANGES OF INSULATION TO FLANGES OF METAL STUDS. e. VAPOR-RETARDER-FACED BLANKETS: TAPE JOINTS AND RUPTURES IN VAPOR-RETARDER FACINGS, AND SEAL EACH CONTINUOUS AREA OF INSULATION TO ENSURE AIRTIGHT INSTALLATION. f. EXTERIOR WALLS: SET UNITS WITH FACING PLACED TOWARD INTERIOR OF CONSTRUCTION, UNLESS OTHERWISE INDICATED ON DRAWINGS. E. MISCELLANEOUS VOIDS: INSTALL INSULATION IN MISCELLANEOUS VOIDS AND CAVITY SPACES WHERE REQUIRED TO PREVENT GAPS IN INSULATION USING THE FOLLOWING MATERIALS: a. SPRAY POLYURETHANE INSULATION: APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. SECTION 073113 -ASPHALT SHINGLES 1. SUMMARY A. SECTION INCLUDES: a. ASPHALT SHINGLES. b. UNDERLAYMENT. c. METAL FLASHING AND TRIM. 2. SUBMITTALS A. PRODUCT DATA FOR EACH TYPE OF PRODUCT B. SAMPLES: FOR EACH EXPOSED PRODUCTAND FOR EACH COLOR AND TEXTURE SPECIFIED. C. SAMPLE WARRANTY 3. CLOSEOUT SUBMITTAL A. MAINTENANCE DATA 4. QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE WHO IS TRAINED AND APPROVED BY MANUFACTURER. 5. WARRANTY 6. MANUFACTURER'S WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE ASPHALT SHINGLES THAT FAIL WITHIN SPECIFIED WARRANTY PERIOD. A. MATERIAL WARRANTY PERIOD: 30 YEARS FROM DATE OF SUBSTANTIAL COMPLETION, PRORATED, WITH FIRST 15 YEARS NONPRORATED. B. WIND-SPEED WARRANTY PERIOD: ASPHALT SHINGLES WILL RESIST BLOW-OFF OR DAMAGE CAUSED BY WIND SPEEDS OF UP TO 115 MPH FOR 15 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. C. ALGAE-RESISTANCE WARRANTY PERIOD: ASPHALT SHINGLES WILL NOT DISCOLOR FOR 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. D. WORKMANSHIP WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 7. PRODUCTS A. PERFORMANCE REQUIREMENTS a. EXTERIOR FIRE-TEST EXPOSURE: PROVIDE ASPHALT SHINGLES AND RELATED ROOFING MATERIALS IDENTICAL TO THOSE OF ASSEMBLIES TESTED FOR CLASS A FIRE RESISTANCE ACCORDING TO ASTM E 108 OR UL 790 BY UNDERWRITERS LABORATORIES, INC. OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. B. GLASS-FIBER REINFORCED ASPHALT SHINGLES a. LAMINATED-STRIP ASPHALT SHINGLES: ASTM D 3462/D 3462M, LAMINATED, MULTI-PLY OVERLAY CONSTRUCTION, GLASS-FIBER REINFORCED, MINERAL-GRANULE SURFACED, AND SELF-SEALING. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE THE FOLLOWING: 1. TAMKO BUILDING PRODUCTS, INC A. HERITAGE 2. MALARKEY ROOFING PRODUCTS A. LEGACY • STRIP SIZE: MANUFACTURER'S STANDARD. • ALGAE RESISTANCE: GRANULES RESIST ALGAE DISCOLORATION. • COLOR: TO BE DETERMINED BY ARCHITECT FROM MANUFACTURERS FULL LINE OF HIGH IMPACT HIGH WIND SHINGLES • HIP AND RIDGE SHINGLES: MANUFACTURER'S STANDARD UNITS TO MATCH ASPHALT SHINGLES. C. UNDERLAYMENT MATERIALS a. FELT: ASTM D 226/D 226M, ASPHALT-SATURATED ORGANIC FELTS, NONPERFORATED. • TYPE: TYPE II. b. SELF-ADHERING SHEET UNDERLAYMENT, GRANULAR SURFACED: ASTM D 1970/D 1970M, MINIMUM OF 55-MIL-THICK SHEET; GLASS-FIBER-MAT-REINFORCED, SBS-MODIFIED ASPHALT; MINERAL-GRANULE SURFACED; WITH RELEASE BACKING; COLD APPLIED. PROVIDE PRIMER FOR ADJOINING CONCRETE OR MASONRY SURFACES TO RECEIVE UNDERLAYMENT, IF APPLICABLE. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE THE FOLLOWING: 1. TAMKO BUILDING PRODUCTS, INC; MOISTURE GUARD ICE AND RAIN UNDERLAYMENT. D. ACCESSORIES a. ASPHALT ROOFING CEMENT: ASTM D 4586, TYPE II, ASBESTOS FREE. b. ROOFING NAILS: ASTM F 1667; ALUMINUM, STAINLESS-STEEL, COPPER, OR HOT-DIP GALVANIZED- STEEL WIRE SHINGLE NAILS, MINIMUM 0.120-INCH-DIAMETER, SHARP-POINTED, WITH A MINIMUM 3/8- INCH-DIAMETER FLAT HEAD AND OF SUFFICIENT LENGTH TO PENETRATE 3/4 INCH INTO SOLID WOOD DECKING OR EXTEND AT LEAST 1/8 INCH THROUGH OSB OR PLYWOOD SHEATHING. c. SHANK: BARBED OR SMOOTH, AS RECOMMENDED BY ASPHALT SHINGLE MANUFACTURER. d. WHERE NAILS ARE IN CONTACT WITH METAL FLASHING, USE NAILS MADE FROM SAME METAL AS FLASHING. e. FELT-UNDERLAYMENT NAILS: ALUMINUM, STAINLESS-STEEL, OR HOT-DIP GALVANIZED-STEEL WIRE WITH LOW-PROFILE CAPPED HEADS OR DISC CAPS, 1-INCH MINIMUM DIAMETER. E. METAL FLASHING AND TRIM a. GENERAL: COMPLY WITH REQUIREMENTS IN SECTION 07 62 00 "SHEET METAL FLASHING AND TRIM." b. SHEET METAL: ALUMINUM, MILL FINISHED. c. FABRICATE SHEET METAL FLASHING AND TRIM TO COMPLY WITH RECOMMENDATIONS IN SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL" THAT APPLY TO DESIGN, DIMENSIONS, METAL, AND OTHER CHARACTERISTICS OF THE ITEM. 8. EXECUTION A. GENERAL: COMPLY WITH UNDERLAYMENT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED UNLESS MORE STRINGENT REQUIREMENTS APPLY. B. SELF-ADHERING SHEET UNDERLAYMENT: INSTALL, WRINKLE FREE, ON ROOF DECK. COMPLY WITH LOW-TEMPERATURE INSTALLATION RESTRICTIONS OF UNDERLAYMENT MANUFACTURER IF APPLICABLE. INSTALL LAPPED IN DIRECTION THAT SHEDS WATER. LAP SIDES NOT LESS THAN 3-1/2 INCHES. LAP ENDS NOT LESS THAN 6 INCHES STAGGERED 24 INCHES BETWEEN COURSES. ROLL LAPS WITH ROLLER. COVER UNDERLAYMENT WITHIN SEVEN DAYS. a. PRIME CONCRETE AND MASONRY SURFACES TO RECEIVE SELF-ADHERING SHEET UNDERLAYMENT. b. EAVES: EXTEND FROM EDGES OF EAVES 36 INCHES BEYOND INTERIOR FACE OF EXTERIOR WALL. c. RAKES: EXTEND FROM EDGES OF RAKE 36 INCHES BEYOND INTERIOR FACE OF EXTERIOR WALL. d. VALLEYS: EXTEND FROM LOWEST TO HIGHEST POINT 18 INCHES ON EACH SIDE. e. HIPS: EXTEND 18 INCHES ON EACH SIDE. f. RIDGES: EXTEND 36 INCHES ON EACH SIDE WITHOUT OBSTRUCTING CONTINUOUS RIDGE VENT SLOT, WHERE APPLICABLE. g. SIDEWALLS: EXTEND BEYOND SIDEWALL 18 INCHES, AND RETURN VERTICALLY AGAINST SIDEWALL NOT LESS THAN 4 INCHES. h. DORMERS, SKYLIGHTS, AND OTHER ROOF-PENETRATING ELEMENTS: EXTEND BEYOND PENETRATING ELEMENT 18 INCHES, AND RETURN VERTICALLY AGAINST PENETRATING ELEMENT NOT LESS THAN 4 INCHES. i. ROOF SLOPE TRANSITIONS: EXTEND 18 INCHES ON EACH ROOF SLOPE. C. SINGLE-LAYER FELT UNDERLAYMENT, FOR ROOF AREAS WITH SLOPE OF 4:12 OR GREATER: INSTALL ON ROOF DECK PARALLEL WITH AND STARTING AT THE EAVES. LAP SIDES A MINIMUM OF 2 INCHES OVER UNDERLYING COURSE. LAP ENDS A MINIMUM OF 4 INCHES. STAGGER END LAPS BETWEEN SUCCEEDING COURSES AT LEAST 72 INCHES. FASTEN WITH FELT-UNDERLAYMENT NAILS. a. INSTALL FELT UNDERLAYMENT ON ROOF DECK NOT COVERED BY SELF-ADHERING SHEET UNDERLAYMENT. LAP SIDES OF FELT OVER SELF-ADHERING SHEET UNDERLAYMENT NOT LESS THAN 3 INCHES IN DIRECTION THAT SHEDS WATER. LAP ENDS OF FELT NOT LESS THAN 6 INCHES OVER SELF-ADHERING SHEET UNDERLAYMENT. b. INSTALL FASTENERS AT NO MORE THAN 36 INCHES O.C. D. METAL FLASHING INSTALLATION a. GENERAL: INSTALL METAL FLASHINGS AND OTHER SHEET METAL TO COMPLY WITH REQUIREMENTS IN SECTION 07 62 00 "SHEET METAL FLASHING AND TRIM." b. INSTALL METAL FLASHINGS ACCORDING TO RECOMMENDATIONS IN ARMA'S "RESIDENTIAL ASPHALT ROOFING MANUAL" AND NRCA'S "NRCA GUIDELINES FOR ASPHALT SHINGLE ROOF SYSTEMS." E. ASPHALT-SHINGLE INSTALLATION a. GENERAL: INSTALL ASPHALT SHINGLES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, RECOMMENDATIONS IN ARMA'S "RESIDENTIAL ASPHALT ROOFING MANUAL," AND RECOMMENDATIONS IN NRCA'S "NRCA GUIDELINES FOR ASPHALT SHINGLE ROOF SYSTEMS." b. INSTALL STARTER STRIP ALONG LOWEST ROOF EDGE, CONSISTING OF AN ASPHALT-SHINGLE STRIP AT LEAST 7 INCHES WIDE WITH SELF-SEALING STRIP FACE UP AT ROOF EDGE. • EXTEND ASPHALT SHINGLES 3/4 INCH OVER FASCIAE AT EAVES AND RAKES. • INSTALL STARTER STRIP ALONG RAKE EDGE. c. INSTALL FIRST AND REMAINING COURSES OF ASPHALT SHINGLES STAIR-STEPPING DIAGONALLY ACROSS ROOF DECK WITH MANUFACTURER'S RECOMMENDED OFFSET PATTERN AT SUCCEEDING COURSES, MAINTAINING UNIFORM EXPOSURE. d. FASTEN ASPHALT-SHINGLE STRIPS WITH A MINIMUM OF SIX ROOFING NAILS LOCATED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. • WHERE ROOF SLOPE EXCEEDS 21:12, SEAL ASPHALT SHINGLES WITH ASPHALT ROOFING CEMENT SPOTS AFTER FASTENING WITH ADDITIONAL ROOFING NAILS. • WHERE ROOF SLOPE IS LESS THAN 4:12, SEAL ASPHALT SHINGLES WITH ASPHALT ROOFING CEMENT SPOTS. • WHEN AMBIENT TEMPERATURE DURING INSTALLATION IS BELOW 50 DEG F, SEAL ASPHALT SHINGLES WITH ASPHALT ROOFING CEMENT SPOTS. e. CLOSED-CUT VALLEYS: EXTEND ASPHALT-SHINGLE STRIPS FROM ONE SIDE OF VALLEY 12 INCHES BEYOND CENTER OF VALLEY. USE ONE-PIECE SHINGLE STRIPS WITHOUT JOINTS IN VALLEY. FASTEN WITH EXTRA NAIL IN UPPER END OF SHINGLE. INSTALL ASPHALT-SHINGLE COURSES FROM OTHER SIDE OF VALLEY AND CUT BACK TO A STRAIGHT LINE 2 INCHES SHORT OF VALLEY CENTERLINE. TRIM UPPER CONCEALED CORNERS OF CUT-BACK SHINGLE STRIPS. • DO NOT NAIL ASPHALT SHINGLES WITHIN 6 INCHES OF VALLEY CENTER. • SET TRIMMED, CONCEALED-CORNER ASPHALT SHINGLES IN A 3-INCH-WIDE BED OF ASPHALT ROOFING CEMENT. f. HIP AND RIDGE SHINGLES: MAINTAIN SAME EXPOSURE OF CAP SHINGLES AS ROOFING SHINGLE EXPOSURE. LAP CAP SHINGLES AT RIDGES TO SHED WATER AWAY FROM DIRECTION OF PREVAILING WINDS. FASTEN WITH ROOFING NAILS OF SUFFICIENT LENGTH TO PENETRATE SHEATHING. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 4 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A012 ARCHITECTURAL SPECIFICATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 SECTION 07 46 00 -SIDING 1. SUMMARY A. SECTION INCLUDES FIBER CEMENT LAP SIDING, SOFFIT PANELS, FASCIA,MOULDING AND ACCESSORIES 2. SUBMITTALS A. MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING: a. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. b. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. c. INSTALLATION METHODS. 3. WARRANTY A. 30 YEAR WARRANTY FOR LAP SIDING AND PANELS B. 15 YEAR WARRANTY FOR TRIM 4. MANUFACTURERS -LAP SIDING, SOFFIT PANELS, TRIM A. JAMES HARDIE BUILDING PRODUCTS B. CERTAINTEED CORPORATION C. NICHIHA FIBER CEMENT. 5. LAP SIDING A. CEDARMILL 6-1/4" EXPOSURE 6. SOFFIT -VENTILATED A. THICKNESS: 1/4" B. NET FREE VENTILATION: 5 SQ INCHES OF NET FREE VENTILATION PER LINEAR FOOT. 7. TRIM A. FASCIA -SIZES AS INDICATED ON DRAWINGS B. TRIM BOARDS -SIZES AS INDICATED ON DRAWINGS 8. FASTENERS A. PER MANUFACTURERS INSTALLATION REQUIREMENTS 9. EXECUTION A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. B. IF FRAMING PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. C. WOOD FRAMING SELECTED FOR MINIMAL SHRINKAGE AND COMPLYING WITH LOCAL BUILDING CODES, INCLUDING THE USE OF WATER-RESISTIVE BARRIERS OR VAPOR BARRIERS WHERE REQUIRED. MINIMUM 1-1/2 INCHES (38 MM) FACE AND STRAIGHT, TRUE, OF UNIFORM DIMENSIONS AND PROPERLY ALIGNED. D. INSTALL WATER-RESISTIVE BARRIERS AND CLADDINGS TO DRY SURFACES. E. REPAIR ANY PUNCTURES OR TEARS IN THE WATER-RESISTIVE BARRIER PRIOR TO THE INSTALLATION OF THE SIDING. F. SIDING a. PROTECT SIDING FROM OTHER TRADES. b. INSTALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. c. STARTING: INSTALL A MINIMUM 1/4 INCH (6 MM) THICK LATH STARTER STRIP AT THE BOTTOM COURSE OF THE WALL. APPLY PLANKS HORIZONTALLY WITH MINIMUM 1-1/4 INCHES (32 MM) WIDE LAPS AT THE TOP. THE BOTTOM EDGE OF THE FIRST PLANK OVERLAPS THE STARTER STRIP. d. ALLOW MINIMUM VERTICAL CLEARANCE BETWEEN THE EDGE OF SIDING AND ANY OTHER MATERIAL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. e. ALIGN VERTICAL JOINTS OF THE PLANKS OVER FRAMING MEMBERS. f. MAINTAIN CLEARANCE BETWEEN SIDING AND ADJACENT FINISHED GRADE. g. LOCATE SPLICES AT LEAST ONE STUD CAVITY AWAY FROM WINDOW AND DOOR OPENINGS. h. LOCATE SPLICES AT LEAST 12 INCHES (305 MM) AWAY FROM WINDOW AND DOOR OPENINGS. G. SOFFIT a. INSTALL SOFFITS TO NOMINAL 2 X 4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES (610 MM) ON CENTER WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. b. ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. c. POSITION VENT HOLES TOWARD OUTSIDE OF EAVE FOR OPTIMAL AIRFLOW. d. VENTS CAN BE INSTALLED INTO NON-VENTED SOFFIT. e. INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. f. AT SEAMS LEAVE GAP AND CAULK ALL JOINTS. H. TRIM a. INSTALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL FLASHING AROUND ALL WALL OPENINGS. b. FASTEN THROUGH TRIM INTO STRUCTURAL FRAMING OR CODE COMPLYING SHEATHING. FASTENERS MUST PENETRATE MINIMUM 3/4 INCH (19 MM) OR FULL THICKNESS OF SHEATHING. ADDITIONAL FASTENERS MAY BE REQUIRED TO ENSURE ADEQUATE SECURITY. c. PLACE FASTENERS NO CLOSER THAN 3/4 INCH (19 MM) AND NO FURTHER THAN 2 INCHES (51 MM) FROM SIDE EDGE OF TRIM BOARD AND NO CLOSER THAN 1 INCH (25 MM) FROM END. FASTEN MAXIMUM 16 INCHES (406 MM) ON CENTER. d. MAINTAIN CLEARANCE BETWEEN TRIM AND ADJACENT FINISHED GRADE. e. TRIM INSIDE CORNER WITH A SINGLE BOARD TRIM BOTH SIDE OF CORNER. f. OUTSIDE CORNER BOARD ATTACH TRIM ON BOTH SIDES OF CORNER WITH 16 GAGE CORROSION RESISTANT FINISH NAIL 1/2 INCH (13 MM) FROM EDGE SPACED 16 INCHES (406 MM) APART, WEATHER CUT EACH END SPACED MINIMUM 12 INCHES (305 MM) APART. g. ALLOW 1/8 INCH GAP BETWEEN TRIM AND SIDING. h. SEAL GAP WITH HIGH QUALITY, PAINT-ABLE CAULK. SECTION 07 62 00 -SHEET METAL FLASHING AND TRIM 1. SUMMARY A. FORMED STEEP-SLOPE ROOF SHEET METAL FABRICATIONS. 2. SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. B. SHOP DRAWINGS: FOR SHEET METAL FLASHING AND TRIM. a. INCLUDE PLANS, SECTIONS, AND ATTACHMENT DETAILS. b. INCLUDE IDENTIFICATION OF FINISH FOR EACH ITEM. C. SAMPLES: PREFINISHED METAL COLOR VERIFICATION D. SAMPLE WARRANTY 3. CLOSEOUT SUBMITTALS A. MAINTENANCE DATA 4. WARRANTY A. SPECIAL WARRANTY ON FINISHES: MANUFACTURER AGREES TO REPAIR FINISH OR REPLACE SHEET METAL B. FLASHING AND TRIM THAT SHOWS EVIDENCE OF DETERIORATION OF FACTORY-APPLIED FINISHES WITHIN SPECIFIED WARRANTY PERIOD. C. FINISH WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 5. PRODUCTS A. PERFORMANCE REQUIREMENTS B. GENERAL: SHEET METAL FLASHING AND TRIM ASSEMBLIES SHALL WITHSTAND WIND LOADS, STRUCTURAL MOVEMENT, THERMALLY INDUCED MOVEMENT, AND EXPOSURE TO WEATHER WITHOUT FAILURE DUE TO DEFECTIVE MANUFACTURE, FABRICATION, INSTALLATION, OR OTHER DEFECTS IN CONSTRUCTION. COMPLETED SHEET METAL FLASHING AND TRIM SHALL NOT RATTLE, LEAK, OR LOOSEN, AND SHALL REMAIN WATERTIGHT. C. SHEET METAL STANDARD FOR FLASHING AND TRIM: COMPLY WITH NRCA'S "THE NRCA ROOFING MANUAL" AND SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL" REQUIREMENTS FOR DIMENSIONS AND PROFILES SHOWN UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. D. SPRI WIND DESIGN STANDARD: MANUFACTURE AND INSTALL ROOF EDGE FLASHINGS TESTED ACCORDING TO E. SPRI ES-1 AND CAPABLE OF RESISTING THE FOLLOWING DESIGN PRESSURE: a. DESIGN PRESSURE: DP-55. F. THERMAL MOVEMENTS: ALLOW FOR THERMAL MOVEMENTS FROM AMBIENT AND SURFACE TEMPERATURE CHANGES. a. TEMPERATURE CHANGE: 120 DEG F, AMBIENT; 180 DEG F, MATERIAL SURFACES. G. SHEET METALS a. GENERAL: PROTECT MECHANICAL AND OTHER FINISHES ON EXPOSED SURFACES FROM DAMAGE BY APPLYING STRIPPABLE, TEMPORARY PROTECTIVE FILM BEFORE SHIPPING. b. STAINLESS-STEEL SHEET: ASTM A 240/A 240M, TYPE 304, DEAD SOFT, FULLY ANNEALED; 2D (DULL, COLD ROLLED) FINISH. c. METALLIC-COATED STEEL SHEET: PROVIDE ZINC-COATED (GALVANIZED) STEEL SHEET ACCORDING TO ASTM A 653/A 653M, G90 COATING DESIGNATION OR ALUMINUM-ZINC ALLOY- COATED STEEL SHEET ACCORDING TO ASTM A 792/A 792M, CLASS AZ50 COATING DESIGNATION, GRADE 40; PREPAINTED BY COIL-COATING PROCESS TO COMPLY WITH ASTM A 755/A 755M. • EXPOSED COIL-COATED FINISH: 1. TWO-COAT FLUOROPOLYMER: AAMA 621. FLUOROPOLYMER FINISH CONTAINING NOT LESS THAN 70 PERCENT PVDF RESIN BY WEIGHT IN COLOR COAT. PREPARE, PRETREAT, AND APPLY COATING TO EXPOSED METAL SURFACES TO COMPLY WITH COATING AND RESIN MANUFACTURERS' WRITTEN INSTRUCTIONS. 2. COLOR: COLOR MATCH, CUSTOM IF REQUIRED, WHERE INDICATED ON DRAWINGS. OTHERWISE, COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. SECTION 07 62 00 -SHEET METAL FLASHING AND TRIM (CONTINUED) H. UNDERLAYMENT MATERIALS a. SELF-ADHERING, HIGH-TEMPERATURE SHEET: MINIMUM 30 MILS THICK, CONSISTING OF A SLIP- RESISTANT POLYETHYLENE-OR POLYPROPYLENE-FILM TOP SURFACE LAMINATED TO A LAYER OF BUTYL-OR SBS- MODIFIED ASPHALT ADHESIVE, WITH RELEASE-PAPER BACKING; SPECIFICALLY DESIGNED TO WITHSTAND HIGH METAL TEMPERATURES BENEATH METAL ROOFING. PROVIDE PRIMER ACCORDING TO WRITTEN RECOMMENDATIONS OF UNDERLAYMENT MANUFACTURER. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING : 1. CARLISLE COATINGS & WATERPROOFING INC; CCW WIP 300HT. 2. CARLISLE RESIDENTIAL; A DIVISION OF CARLISLE CONSTRUCTION MATERIALS; WIP 300HT. 3. DREXEL METALS; METSHIELD. 4. GRACE CONSTRUCTION PRODUCTS; W.R. GRACE & CO. --CONN.; GRACE ICE AND WATER SHIELD HT OR GRACE VYCOR® BUTYL SELF-ADHERED FLASHING . 5. HENRY COMPANY; BLUESKIN PE200 HT. 6. OWENS CORNING; WEATHERLOCK METAL HIGH TEMPERATURE UNDERLAYMENT. 7. POLYGUARD PRODUCTS, INC.; DECK GUARD HT. • THERMAL STABILITY: ASTM D 1970; STABLE AFTER TESTING AT 240 DEG F OR HIGHER. • LOW-TEMPERATURE FLEXIBILITY: ASTM D 1970; PASSES AFTER TESTING AT MINUS 20 DEG F OR LOWER. b. SLIP SHEET: ROSIN-SIZED BUILDING PAPER, 3 LB/100 SQ. FT. MINIMUM. I. MISCELLANEOUS MATERIALS a. GENERAL: PROVIDE MATERIALS AND TYPES OF FASTENERS, SOLDER, PROTECTIVE COATINGS, SEALANTS, AND OTHER MISCELLANEOUS ITEMS AS REQUIRED FOR COMPLETE SHEET METAL FLASHING AND TRIM INSTALLATION AND AS RECOMMENDED BY MANUFACTURER OF PRIMARY SHEET METAL OR MANUFACTURED ITEM UNLESS OTHERWISE INDICATED. b. FASTENERS: WOOD SCREWS, ANNULAR THREADED NAILS, SELF-TAPPING SCREWS, SELF-LOCKING RIVETS AND BOLTS, AND OTHER SUITABLE FASTENERS DESIGNED TO WITHSTAND DESIGN LOADS AND RECOMMENDED BY MANUFACTURER OF PRIMARY SHEET METAL OR MANUFACTURED ITEM. • GENERAL: BLIND FASTENERS OR SELF-DRILLING SCREWS, GASKETED, WITH HEX-WASHER HEAD. • EXPOSED FASTENERS: HEADS MATCHING COLOR OF SHEET METAL USING PLASTIC CAPS OR FACTORY-APPLIED COATING. PROVIDE METAL-BACKED EPDM OR PVC SEALING WASHERS UNDER HEADS OF EXPOSED FASTENERS BEARING ON WEATHER SIDE OF METAL. • BLIND FASTENERS: HIGH-STRENGTH ALUMINUM OR STAINLESS-STEEL RIVETS SUITABLE FOR METAL BEING FASTENED. c. FASTENERS FOR STAINLESS-STEEL SHEET: SERIES 300 STAINLESS STEEL. d. FASTENERS FOR ZINC-COATED (GALVANIZED) AND ALUMINUM-ZINC ALLOY-COATED STEEL SHEET: SERIES 300 STAINLESS STEEL OR HOT-DIP GALVANIZED STEEL ACCORDING TO ASTM A 153/A 153M OR ASTM F 2329. e. SEALANT TAPE: PRESSURE-SENSITIVE, 100 PERCENT SOLIDS, POLYISOBUTYLENE COMPOUND SEALANT TAPE WITH RELEASE-PAPER BACKING. PROVIDE PERMANENTLY ELASTIC, NONSAG,NONTOXIC, NONSTAINING TAPE 1/2 INCH WIDE AND 1/8 INCH THICK. f. ELASTOMERIC SEALANT: ASTM C 920, ELASTOMERIC SILICONE POLYMER SEALANT; OF TYPE, GRADE, CLASS, AND USE CLASSIFICATIONS REQUIRED TO SEAL JOINTS IN SHEET METAL FLASHING AND TRIM AND REMAIN WATERTIGHT. g. BUTYL SEALANT: ASTM C 1311, SINGLE-COMPONENT, SOLVENT-RELEASE BUTYL RUBBER SEALANT; POLYISOBUTYLENE PLASTICIZED; HEAVY BODIED FOR HOOKED-TYPE EXPANSION JOINTS WITH LIMITED MOVEMENT. h. BITUMINOUS COATING: COLD-APPLIED ASPHALT EMULSION ACCORDING TO ASTM D 1187. i. ASPHALT ROOFING CEMENT: ASTM D 4586, ASBESTOS FREE, OF CONSISTENCY REQUIRED FOR APPLICATION. J. STEEP-SLOPE ROOF SHEET METAL FABRICATIONS a. DRIP EDGES: FABRICATE FROM ONE OF THE FOLLOWING MATERIALS: • STAINLESS STEEL: 0.016 INCH THICK. • GALVANIZED STEEL: 0.022 INCH THICK. • ALUMINUM-ZINC ALLOY-COATED STEEL: 0.022 INCH THICK. b. EAVE, RAKE, RIDGE, AND HIP FLASHING: FABRICATE FROM ONE OF THE FOLLOWING MATERIALS: • STAINLESS STEEL: 0.016 INCH THICK. • GALVANIZED STEEL: 0.022 INCH THICK. • ALUMINUM-ZINC ALLOY-COATED STEEL: 0.022 INCH THICK. 6. EXECUTION A. UNDERLAYMENT INSTALLATION a. SELF-ADHERING SHEET UNDERLAYMENT: INSTALL SELF-ADHERING SHEET UNDERLAYMENT, WRINKLE FREE. PRIME SUBSTRATE IF RECOMMENDED BY UNDERLAYMENT MANUFACTURER. COMPLY WITH TEMPERATURE RESTRICTIONS OF UNDERLAYMENT MANUFACTURER FOR INSTALLATION; USE PRIMER FOR INSTALLING UNDERLAYMENT AT LOW TEMPERATURES. APPLY IN SHINGLE FASHION TO SHED WATER, WITH END LAPS OF NOT LESS THAN 6 INCHES STAGGERED 24 INCHES BETWEEN COURSES. OVERLAP SIDE EDGES NOT LESS THAN 3-1/2 INCHES. ROLL LAPS AND EDGES WITH ROLLER. COVER UNDERLAYMENT WITHIN 14 DAYS. B. INSTALLATION, GENERAL a. GENERAL: ANCHOR SHEET METAL FLASHING AND TRIM AND OTHER COMPONENTS OF THE WORK SECURELY IN PLACE, WITH PROVISIONS FOR THERMAL AND STRUCTURAL MOVEMENT. USE FASTENERS, SOLDER, PROTECTIVE COATINGS, SEPARATORS, SEALANTS, AND OTHER MISCELLANEOUS ITEMS AS REQUIRED TO COMPLETE SHEET METAL FLASHING AND TRIM SYSTEM. • INSTALL SHEET METAL FLASHING AND TRIM TRUE TO LINE, LEVELS, AND SLOPES. PROVIDE UNIFORM, NEAT SEAMS WITH MINIMUM EXPOSURE OF SOLDER, WELDS, AND SEALANT. • INSTALL SHEET METAL FLASHING AND TRIM TO FIT SUBSTRATES AND TO RESULT IN WATERTIGHT PERFORMANCE. VERIFY SHAPES AND DIMENSIONS OF SURFACES TO BE COVERED BEFORE FABRICATING SHEET METAL. • SPACE CLEATS NOT MORE THAN 12 INCHES APART. ATTACH EACH CLEAT WITH AT LEAST TWO FASTENERS. BEND TABS OVER FASTENERS. • INSTALL EXPOSED SHEET METAL FLASHING AND TRIM WITH LIMITED OIL CANNING, AND FREE OF BUCKLING AND TOOL MARKS. • TORCH CUTTING OF SHEET METAL FLASHING AND TRIM IS NOT PERMITTED. b. METAL PROTECTION: WHERE DISSIMILAR METALS CONTACT EACH OTHER, OR WHERE METAL CONTACTS PRESSURE-TREATED WOOD OR OTHER CORROSIVE SUBSTRATES, PROTECT AGAINST GALVANIC ACTION OR CORROSION BY PAINTING CONTACT SURFACES WITH BITUMINOUS COATING OR BY OTHER PERMANENT SEPARATION AS RECOMMENDED BY SHEET METAL MANUFACTURER OR CITED SHEET METAL STANDARD. c. COAT CONCEALED SIDE OF STAINLESS-STEEL SHEET METAL FLASHING AND TRIM WITH BITUMINOUS COATING WHERE FLASHING AND TRIM CONTACT WOOD, FERROUS METAL, OR CEMENTITIOUS CONSTRUCTION. d. UNDERLAYMENT: WHERE INSTALLING SHEET METAL FLASHING AND TRIM DIRECTLY ON CEMENTITIOUS OR WOOD SUBSTRATES, INSTALL UNDERLAYMENT AND COVER WITH SLIP SHEET. e. FASTENERS: USE FASTENER SIZES THAT PENETRATE WOOD BLOCKING OR SHEATHING NOT LESS THAN 1-1/4 INCHES FOR NAILS AND NOT LESS THAN 3/4 INCH FOR WOOD SCREWS. CONCEAL FASTENERS AND EXPANSION PROVISIONS WHERE POSSIBLE IN EXPOSED WORK AND LOCATE TO MINIMIZE POSSIBILITY OF LEAKAGE. COVER AND SEAL FASTENERS AND ANCHORS AS REQUIRED FOR A TIGHT INSTALLATION. f. SEAL JOINTS AS REQUIRED FOR WATERTIGHT CONSTRUCTION. PREPARE JOINTS AND APPLY SEALANTS TO COMPLY WITH REQUIREMENTS IN SECTION 07 92 00 "JOINT SEALANTS." C. ROOF FLASHING INSTALLATION a. GENERAL: INSTALL SHEET METAL FLASHING AND TRIM TO COMPLY WITH PERFORMANCE REQUIREMENTS, SHEET METAL MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AND CITED SHEET METAL STANDARD. PROVIDE CONCEALED FASTENERS WHERE POSSIBLE, AND SET UNITS TRUE TO LINE, LEVELS, AND SLOPES. INSTALL WORK WITH LAPS, JOINTS, AND SEAMS THAT ARE PERMANENTLY WATERTIGHT AND WEATHER RESISTANT. b. ROOF EDGE FLASHING: ANCHOR TO RESIST UPLIFT AND OUTWARD FORCES ACCORDING TO RECOMMENDATIONS IN CITED SHEET METAL STANDARD UNLESS OTHERWISE INDICATED. INTERLOCK BOTTOM EDGE OF ROOF EDGE FLASHING WITH CONTINUOUS CLEAT ANCHORED TO SUBSTRATE. c. PIPE OR POST COUNTERFLASHING: INSTALL COUNTERFLASHING UMBRELLA WITH CLOSE-FITTING COLLAR WITH TOP EDGE FLARED FOR ELASTOMERIC SEALANT, EXTENDING MINIMUM OF 4 INCHES OVER BASE FLASHING. INSTALL STAINLESS-STEEL DRAW BAND AND TIGHTEN. d. ROOF-PENETRATION FLASHING: COORDINATE INSTALLATION OF ROOF-PENETRATION FLASHING WITH INSTALLATION OF ROOFING AND OTHER ITEMS PENETRATING ROOF. SEAL WITH ELASTOMERIC OR BUTYL SEALANT AND CLAMP FLASHING TO PIPES THAT PENETRATE ROOF. D. CLEANING AND PROTECTION a. CLEAN EXPOSED METAL SURFACES OF SUBSTANCES THAT INTERFERE WITH UNIFORM OXIDATION AND WEATHERING. b. CLEAN AND NEUTRALIZE FLUX MATERIALS. CLEAN OFF EXCESS SOLDER. c. CLEAN OFF EXCESS SEALANTS. d. REMOVE TEMPORARY PROTECTIVE COVERINGS AND STRIPPABLE FILMS AS SHEET METAL FLASHING AND TRIM ARE INSTALLED UNLESS OTHERWISE INDICATED IN MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 07920 -JOINT SEALANTS 1. SUMMARY A. SECTION INCLUDES: a. SILICONE JOINT SEALANTS. b. NONSTAINING SILICONE JOINT SEALANTS. c. MILDEW-RESISTANT JOINT SEALANTS. d. BUTYL JOINT SEALANTS. e. LATEX JOINT SEALANTS. f. URETHANE JOINT SEALANTS. 2. SUBMITTALS A. PRODUCT DATA: FOR EACH JOINT-SEALANT PRODUCT. B. SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S COLOR CHARTS CONSISTING OF STRIPS OF CURED SEALANTS SHOWING THE FULL RANGE OF COLORS AVAILABLE FOR EACH PRODUCT EXPOSED TO VIEW. C. SAMPLES FOR VERIFICATION: FOR EACH KIND AND COLOR OF JOINT SEALANT REQUIRED, PROVIDE SAMPLES WITH JOINT SEALANTS IN 1/2-INCH-WIDE JOINTS FORMED BETWEEN TWO 6-INCH-LONG STRIPS OF MATERIAL MATCHING THE APPEARANCE OF EXPOSED SURFACES ADJACENT TO JOINT SEALANTS. D. JOINT-SEALANT SCHEDULE: INCLUDE THE FOLLOWING INFORMATION: a. JOINT-SEALANT APPLICATION, JOINT LOCATION, AND DESIGNATION. b. JOINT-SEALANT MANUFACTURER AND PRODUCT NAME. c. JOINT-SEALANT FORMULATION. d. JOINT-SEALANT COLOR. E. WARRANTY a. SPECIAL INSTALLER'S WARRANTY: INSTALLER AGREES TO REPAIR OR REPLACE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. • WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. F. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER AGREES TO FURNISH JOINT SEALANTS TO REPAIR OR REPLACE THOSE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. a. WARRANTY PERIOD: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 3. PRODUCTS A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. B. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. C. SILICONE JOINT SEALANTS a. JOINT-SEALANT APPLICATION: INTERIOR JOINTS IN EXTERIOR VERTICAL SURFACES. • JOINT LOCATIONS: 1. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF EXTERIOR DOOR AND WINDOW FRAMES. b. SILICONE, S, NS, 50, NT: SINGLE-COMPONENT, NONSAG, PLUS 50 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, NEUTRAL-CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 50, USE NT. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. DOW CORNING CORPORATION; 791. 2. GE CONSTRUCTION SEALANTS; MOMENTIVE PERFORMANCE MATERIALS INC.; SCS2000 SILPRUF. 3. PECORA CORPORATION; PCS. D. NONSTAINING SILICONE JOINT SEALANTS a. NONSTAINING JOINT SEALANTS: NO STAINING OF SUBSTRATES WHEN TESTED ACCORDING TO ASTM C 1248. b. JOINT-SEALANT APPLICATION: INTERIOR AND EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. • JOINT LOCATIONS: 1. JOINTS IN STONE MASONRY VENEER. c. SILICONE, NONSTAINING, S, NS, 100/50, NT: NONSTAINING, SINGLE-COMPONENT, NONSAG, PLUS 100 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, NEUTRAL-CURINGSILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, USE NT. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE THE FOLLOWING: 1. DOW CORNING CORPORATION; 790. 2. PECORA CORPORATION; 890 NST. 3. TREMCO INCORPORATED; SPECTREM 1. E. MILDEW-RESISTANT JOINT SEALANTS a. MILDEW-RESISTANT JOINT SEALANTS: FORMULATED FOR PROLONGED EXPOSURE TO HUMIDITY WITH FUNGICIDE TO PREVENT MOLD AND MILDEW GROWTH. b. JOINT-SEALANT APPLICATION: MILDEW-RESISTANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. • JOINT LOCATIONS: 1. JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS. c. SILICONE, MILDEW RESISTANT, ACID CURING, S, NS, 25, NT: MILDEW-RESISTANT, SINGLE-COMPONENT, NONSAG, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, ACID-CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. DOW CORNING CORPORATION; 786-M WHITE. 2. GE CONSTRUCTION SEALANTS; MOMENTIVE PERFORMANCE MATERIALS INC.; SCS1700 SANITARY 3. TREMCO INCORPORATED; TREMSIL 200. F. BUTYL JOINT SEALANTS a. JOINT-SEALANT APPLICATION: CONCEALED MASTICS. • JOINT LOCATIONS: 1. ALUMINUM THRESHOLDS. 2. SILL PLATES. 3. OTHER JOINTS AS INDICATED ON DRAWINGS. G. LATEX JOINT SEALANTS a. JOINT-SEALANT APPLICATION: INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES NOT SUBJECT TO SIGNIFICANT MOVEMENT. • JOINT LOCATIONS: 1. CONTROL JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIOR WALLS. • PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF DOORS AND WINDOWS. • OTHER JOINTS AS INDICATED ON DRAWINGS. 1. ACRYLIC LATEX: ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX, ASTM C 834, TYPE OP, GRADE NF. A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: a. PECORA CORPORATION; AC-20. b. TREMCO INCORPORATED; TREMFLEX 834. H. JOINT-SEALANT BACKING a. SEALANT BACKING MATERIAL, GENERAL: NONSTAINING; COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING. • PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. BASF CORPORATION-CONSTRUCTION SYSTEMS; MASTERSEAL 920 & 921. 2. PRODUCTS BY CONSTRUCTION FOAM PRODUCTS; A DIVISION OF NOMACO, INC. • CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE B (BICELLULAR MATERIAL WITH A SURFACE SKIN), OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. • BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT. PROVIDE SELF-ADHESIVE TAPE WHERE APPLICABLE. I. MISCELLANEOUS MATERIALS a. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS. b. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS. c. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS. SECTION 07920 -JOINT SEALANTS 4. EXECUTION A. PREPARATION a. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE FOLLOWING REQUIREMENTS: • REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. • CLEAN NONPOROUS JOINT SUBSTRATE SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION. b. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT-SEALANT MANUFACTURER OR AS INDICATED BY PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR EXPERIENCE. c. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT OR PRIMER WITH ADJOINING SURFACES. B. INSTALLATION OF JOINT SEALANTS a. GENERAL: COMPLY WITH ASTM C 1193 AND JOINT-SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. b. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. c. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF JOINTS. d. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS ARE INSTALLED: • PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. • COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. • PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. e. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL SEALANTS TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. • PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193 UNLESS OTHERWISE INDICATED. SECTION 081600 -INTERIOR COMPOSITE DOORS A. SUMMARY a. INCLUDES INTERIOR MOLDED DOORS B. SUBMITTALS a. PRODUCT DATA C. WARRANTY a. MANUFACTURER STANDARD WARRANTY - 5 YEARS RESIDENTIAL D. PRODUCTS a. ACCEPTABLE MANUFACTURERS: • JELDWEN • MASONITE • PELLA b. PREHUNG DOORS • PANELING AND SHAPE AS INDICATED ON DRAWINGS • SURFACE FINISH: SMOOTH PRIMED FOR PAINT. • CORE AND FRAME 1. SOLID CORE WITH COMBINATION WOOD / MDF. A. THICKNESS: 1-3/4" • JAMB WIDTH: REFER TO DRAWINGS FOR WALL TYPE THICKNESS. • HINGES: 4" BY 4" WITH 5/8" RADIUS CORNERS, FINISH TO BE DETERMINED • BYPASS: CONCEALED TROLLEY TRACK WITH NEOPRENE ROLLERS. E. EXECUTION a. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION GUIDELINES AND RECOMMENDATIONS. SECTION 08 16 13 -FIBERGLASS DOORS 1. SUMMARY A. SECTION INCLUDES FIBERGLASS ENTRANCE DOORS B. PREHUNG HARDWOOD SYSTEMS C. GLAZING 2. SUBMITTALS A. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING: a. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. b. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. c. INSTALLATION METHODS. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING DETAILS OF CONSTRUCTION, FLASHINGS AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. 3. PRODUCTS A. MANUFACTURERS a. JELD-WEN, INC. B. FIBERGLASS ENTRANCE DOORS AND SIDE LITES a. BASIS OF DESIGN, JELD-WEN ARCHITECTURAL FIBERGLASS • DOORS: 1. CRAFTSMAN FIR: A. PANELED AND CLEAR GLASS • SIDELIGHTS: • CRAFTSMAN FIR: PANELED AND CLEAR GLASS SIDELITES b. NFRC REQUIREMENTS –PROVIDE DOORS CAPABLE OF COMPLYING WITH THE FOLLOWING TOTAL DOOR RATINGS: • U-FACTOR: .23 IN ACCORDANCE WITH NFRC 100. • SOLAR HEAT GAIN COEFFICIENT (SHGC): .10 IN ACCORDANCE WITH NFRC 200 c. MATERIALS: • FIBERGLASS SKINS: SHEET MOLDING COMPOUND (SMC), INCORPORATING MULTIPLE LAYERS OF RESINS, TINTED RESINS, BASE COLORS AND REINFORCING MATERIALS. d. STILES: ENGINEERED WOOD (3.5 INCH (88.9 MM) LAMINATED STRAND LUMBER WITH MAPLE CAP). e. RAILS: ROT RESISTANT COMPOSITE RAILS. f. CORE: CFC FREE, POLYURETHANE CORE OF DENSITY 2.2 PCF. g. THICKNESS: 1-3/4" h. DOOR STYLE: PANELED AND GLASS i. DOOR SHAPE: SQUARED TOP • PANELS PER FACE: TWO • TOP PANEL SHAPE: SQUARED j. FINISH • WOODGRAIN PATTERN: CRAFTSMAN FIR k. HARDWARE: • ENTRY LOCKSETS: LEFT HAND 1. EXTERIOR ESCUTCHEON PLATE 2. MORTISE LOCK 3. INTERIOR ESCUTCHEON PLATE 4. INTERIOR OPERATOR: LEVER • FINISH: AS SELECTED BY ARCHITECT. C. PREHUNG HARWOOD SYSTEMS a. SINGLE DOOR b. JAMB: COMPOSITE WITH BEIGE FIR GRAINED SMC CLADDING • WIDTH: 6-9/16" c. PROFILE: RABBETED d. CASING: AS SELECTED BY ARCHITECT e. HINGES: SOLID BRASS CONCEALED BEARING • SIZE: 4"X4" f. SILLS: ALUMINUM, FINISHED TO BE SELECTED BY ARCHITECT. D. GLAZING a. CLEAR GLASS :CLEAR b. SIDELITE GLAZING SHAPE: FULL VIEW 4. EXECUTION A. GENERAL a. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION GUIDELINES AND RECOMMENDATIONS. B. EXAMINATION a. INSPECT DOOR PRIOR TO INSTALLATION. b. INSPECT ROUGH OPENING FOR COMPLIANCE WITH DOOR MANUFACTURER RECOMMENDATIONS. VERIFY ROUGH OPENING CONDITIONS ARE WITHIN RECOMMENDED TOLERANCES. C. INSTALLATION a. INSTALL JAMB ASSEMBLY. b. CAULK SILL ALONG OUTSIDE EDGE AND ½ INCH IN FROM EDGE OF SUBFLOOR. c. SET DOOR UNIT INTO CENTER OF OPENING AND TACK IN PLACE. d. SHIM HINGE THEN LATCH SIDE JAMBS STRAIGHT. INSPECT JAMB FOR SQUARE, LEVEL AND PLUMB. e. SHIM AND FASTEN TOP OF UNIT WHERE SIDELITE JOINS DOOR JAMB. f. FASTEN HINGE SIDE JAMB TO STUDS. g. VERIFY DOOR OPENS FREELY AND WEATHERSTRIP MEETS DOOR EVENLY. h. VERIFY DOOR SWEEP CONTACTS THRESHOLD EVENLY. i. FASTEN LATCH SIDE JAMB TO STUDS. j. CAULK OUTSIDE PERIMETER OF DOOR UNIT BETWEEN BRICKMOULD AND WALL FACE, ALONG FRONT SIDE OF THRESHOLD, AND BETWEEN JAMB SIDES AND THRESHOLD. D. PROTECTION a. PROTECT INSTALLED DOORS FROM DAMAGE. SECTION 083613 -OVERHEAD DOOR 1. SUMMARY 2. SECTION INCLUDES INSULATED METAL OVERHEAD DOORS. 3. SUBMITTALS A. PRODUCT DATA a. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. b. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. c. INSTALLATION METHODS B. SHOP DRAWINGS a. INDICATE PLANS AND ELEVATIONS INCLUDING OPENING DIMENSIONS AND REQUIRED TOLERANCES, CONNECTION DETAILS, ANCHORAGE SPACING, HARDWARE LOCATIONS, AND INSTALLATION DETAILS. 4. MANUFACTURER A. THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS: a. OVERHEAD DOOR COMPANY b. WAYNE DALTON B. RESIDENTIAL METAL OVERHEAD DOORS a. BASIS OF DESIGN INSULATED STEEL SECTIONAL OVERHEAD DOORS: THERMACORE 190 SERIES INSULATED STEEL DOORS BY OVERHEAD DOOR CORPORATION. b. DOOR ASSEMBLY: RIGID STEEL FULLY INSULATED CONSTRUCTION WITH A METAL FOAM METAL SANDWICH PANEL. FABRICATED WITH EPDM SEALS BETWEEN SECTIONS. c. SIZE: AS INDICATED ON THE DRAWINGS. d. PANEL THICKNESS: 1-3/8 INCHES e. PANEL STYLE: CONTEMPORARY FLUSH f. EXTERIOR STEEL: .012 INCH (.030 MM) NOMINAL, HIGH STRENGTH HOT DIPPED GALVANIZED STEEL WITH AN EMBOSSED WOOD GRAIN TEXTURE. g. INSULATION: CFC-FREE FOAMED IN PLACE POLYURETHANE. h. THERMAL VALUES: R-VALUE OF 12.76 i. FINISH / COLOR: TO BE DETERMINED BY ARCHITECT FROM FULL LINE OF COLORS. j. LOCK • INTERIOR MOUNTED SLIDE LOCK k. WEATHERSTRIPPING: CO-EXTRUDED EPDM BULB-TYPE STRIP AT BOTTOM. l. TRACK: PROVIDE TRACK AS RECOMMENDED BY MANUFACTURER TO SUIT LOADING REQUIRED AND CLEARANCES AVAILABLE. m. STANDARD ROLLERS. n. MANUAL OPERATION o. ELECTRIC OPENER. -CHAIN DRIVE 1/2 HP WITH REMOTE AND KEYPAD ACCESS 5. EXECUTION A. EXAMINATION a. DO NOT BEGIN INSTALLATION UNTIL OPENINGS AND SUBSTRATES HAVE BEEN PROPERLY PREPARED. b. VERIFY WALL OPENINGS ARE READY TO RECEIVE WORK AND OPENING DIMENSIONS AND TOLERANCES ARE WITHIN SPECIFIED LIMITS. c. VERIFY ELECTRIC POWER IS AVAILABLE AND OF CORRECT CHARACTERISTICS. d. IF PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. 6. PREPARATION A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 7. INSTALLATION A. INSTALL OVERHEAD DOORS, TRACK AND OPENERS IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND THE MANUFACTURER'S PRINTED INSTRUCTIONS. B. COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER CLEARANCES AND ALLOW FOR MAINTENANCE. C. ANCHOR ASSEMBLY TO WALL CONSTRUCTION AND BUILDING FRAMING WITHOUT DISTORTION OR STRESS. SECTION 08200 -WOOD DOORS 1. MANUFACTURER: ACCEPTABLE MANUFACTURERS SHALL INCLUDE: ALGOMA; EGGERS; VT INDUSTRIES; GRAHAM; AND MARSHFIELD. 2. REFERENCE STANDARD: FLUSH DOORS SHALL BE AWI CUSTOM GRADE WITH SOLID WOOD OR MINERAL CORE AND PRE-FINISHED HARDWOOD FACE AND EDGE VENEERS. NEW DOORS SHALL HAVE STAINED OAK VENEER FINISH, TO MATCH EXISTING IN THE SUITE AREAS OR THE ARCHITECT'S SAMPLE PER THE DOOR NOTES ON DRAWINGS. 3. DOOR HEIGHTS: CONTRACTOR TO VERIFY CEILING HEIGHTS AND ADJUST DOOR AND FRAME HEIGHTS TO ACHIEVE UNIFORM DIMENSION FROM DOOR HEADS TO CEILING LINE. 4. EDGE BEVELS: BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8” IN 2”. RADIUS STRIKE EDGE OF PAIRED DOORS TO 2-1/2” RADIUS. 5. INSTALLATION: INSTALL DOORS PLUMB WITH MAXIMUM DISTORTION OF 1/8” WITH THE FOLLOWING CLEARANCES: A. JAMBS AND HEADS: 1/8” B. MEETING EDGES AT PAIRED DOORS: 1/8” BOTTOMS; 3/8” OVER CARPET OR HARD SURFACES. 6. LABELED DOORS: IF SPECIFIED OR REQUIRED BY BUILDING CODE LABELED DOORS SHALL BE MANUFACTURED AS TESTED AND APPROVED BY UNDERWRITERS LABS, INC. 7. GLASS: PROVIDE GLASS IN DOORS AS SHOWN OR AS SPECIFIED HEREIN: 8. CLEAR TEMPERED GLASS: ASTM-C-1048, KIND F7, GLASS 1, CONDITION A. QUALITY Q3. TEMPERED GLASS SHALL MEET THE REQUIREMENTS FOR 16 CFR 1201 FOR GLAZING IN DOORS. B. GLAZED PANELS SHALL ALSO MEET THE REQUIREMENTS OF ANSI-Z-97.1 AND 16- CFR-1202 CATEGORY II. THICKNESSES SHALL BE PER THE DRAWINGS. DOOR FRAME, HINGE, AND LATCH AS TESTED AND LABELED BY UNDERWRITERS LABORATORY OR WARNOCK HERESY. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 5 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A013 ARCHITECTURAL SPECIFICATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 SECTION 08 52 13 –METAL-CLAD WOOD WINDOWS 1. SUMMARY A. SECTION INCLUDES: WOOD-FRAMED, ALUMINUM-CLAD WINDOWS OF THE FOLLOWING a. DOUBLE HUNG 2. REFERENCES A. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA): a. AAMA 502 -VOLUNTARY SPECIFICATION FOR FIELD TESTING OF NEWLY INSTALLED FENESTRATION PRODUCTS b. AAMA 611 -VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM. c. AAMA 902 -VOLUNTARY SPECIFICATION FOR SASH BALANCES. d. AAMA 2604 -VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS AND TEST PROCEDURES FOR HIGH PERFORMANCE ORGANIC COATINGS ON ALUMINUM EXTRUSIONS AND PANELS. e. AAMA 2605 -VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS AND TEST PROCEDURES FOR SUPERIOR PERFORMING ORGANIC COATINGS ON ALUMINUM EXTRUSIONS AND PANELS. f. NAFS -NORTH AMERICAN FENESTRATION STANDARD/SPECIFICATION FOR WINDOWS, DOORS AND SKYLIGHTS. B. ANDERSEN E-SERIES PRODUCT INSTALLATION GUIDES 3. SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT REQUIRED. B. SHOP DRAWINGS: SHOWING METHODS OF INSTALLATION, PLANS, SECTIONS,ELEVATIONS AND DETAILS OF WALLS, SPECIFIED LOADS, FLASHINGS, VENTS, SEALANTS, AND INTERFACES WITH ALL MATERIALS NOT SUPPLIED BY THE WINDOW MANUFACTURER, AND IDENTIFICATION OF PROPOSED COMPONENT PARTS AND FINISHES. C. TEST AND EVALUATION REPORTS: SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES. 4. WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S TRANSFERRABLE, NON-PRORATED LIMITED WARRANTY. a. WARRANTY PERIOD, GLASS: 20 YEARS. b. WARRANTY PERIOD, NON-GLASS PARTS: 10 YEARS. 5. PRODUCTS A. METAL-CLAD WOOD WINDOWS a. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS PROVIDE ANDERSEN CORPORATION: ANDERSEN E-SERIES WINDOWS B. MATERIALS a. CONSTRUCTION: • CLADDING: EXTRUDED ALUMINUM, MINIMUM THICKNESS 0.050 INCH (1.27 MM). • FRAME: PRESERVATIVE TREATED LAMINATED VENEER LUMBER. • INTERIOR EXPOSED FRAME: PRESERVATIVE TREATED SOLID LUMBER, KILN DRIED AND SUITABLE FOR STAIN OR PAINTED FINISH. • SASH: PRESERVATIVE TREATED SOLID LUMBER, KILN DRIED AND SUITABLE FOR STAIN OR PAINTED FINISH. b. WOOD SPECIES • ALDER c. INTERIOR FINISH: • STAINED: FACTORY-APPLIED BEFORE ASSEMBLY, WATER-BASED. COLOR TO BE SELECTED FROM MANUFACTURES ENTIRE STAIN RANGE BY ARCHITECT. d. EXTERIOR FINISH • PAINTED FRAME AND SASH: FACTORY-APPLIED BAKED-ON SILICONE POLYESTER ENAMEL, IN COMPLIANCE WITH AAMA 2605, COLOR AS SELECTED FROM MANUFACTURER’S STANDARD COLORS e. WINDOW • DOUBLE HUNG FRAME PERFORMANCE CLASS LC AND GRADE: DP 55 • AIR INFILTRATION REQUIREMENTS: 1. AIR INFILTRATION RATE: < 0.2 CFM/SF². • WEATHERSTRIP:TYPE AND MATERIAL FOR HUNG: THREE FINS AND PILE, POLYPROPYLENE. • INSTALLATION FLANGE TYPE: EXTRUDED ALUMINUM • HARDWARE:SASH LOCK/TILT MECHANISM TYPE AND MATERIAL: SELF-LATCHING, DIE-CAST ZINC. • INSECT SCREENS: 1. TYPE: CONVENTIONAL : FULL A. FRAME MATERIAL: ALUMINUM. B. PAINTED FINISH AND COLOR: COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER’S AVAILABLE EXTERIOR COLORS. C. INSECT SCREEN MATERIAL: STAINLESS STEEL WIRE MESH f. NON-IMPACT-RESISTANT GLAZING: • THERMAL TRANSMISSION (U-FACTOR), NFRC 100: .30 WITHOUT GRILLES • SOLAR HEAT GAIN COEFFICIENT (SHGC), NFRC 200: .30 WITHOUT GRILLES • VISIBLE LIGHT TRANSMITTANCE (VLT), NFRC 200: .51 WITHOUT GRILLES • MANUFACTURER DESIGNATION: ANDERSEN HIGH-PERFORMANCE LOW-E4 GLASS. • GLAZING CONFIGURATION: DUAL-PANE 1. SEAL AND SPACER TYPE: DUAL SEALED INSULATING GLASS UNITS WITH POLYISOBUTYLENE PRIMARY SEAL, SILICONE SECONDARY SEAL AND STAINLESS STEEL SPACERS. 2. GLASS TYPE ANNEALED GLASS 6. EXECUTION A. EXAMINATION a. VERIFY THAT ALL SUBSTRATE CONDITIONS ARE SUITABLE FOR INSTALLATION IN COMPLIANCE WITH MANUFACTURER’S RECOMMENDATIONS. b. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED AND ANY CONDITIONS NOT IN COMPLIANCE WITH MANUFACTURER’S RECOMMENDATIONS HAVE BEEN CORRECTED c. GENERAL: COMPLY WITH MANUFACTURER’S PRODUCT RECOMMENDATIONS, INCLUDING BUT NOT LIMITED TO THE ANDERSEN UNIT INSTALLATION GUIDE, INSTALLATION INFORMATION IN PRODUCT LITERATURE AND ON PRODUCT PACKAGING. COMPLY WITH DRAWINGS FOR INSTALLING WINDOWS, HARDWARE, ACCESSORIES, AND OTHER COMPONENTS. d. ADJUST SASHES, INSECT SCREENS, VENTILATORS, HARDWARE AND ACCESSORIES AS APPLICABLE FOR CORRECT FIT. ADJUST WEATHERSTRIP FOR SMOOTH OPERATION AND WEATHER-TIGHT CLOSURE. B. CLEANING a. REMOVE PROTECTIVE FILMS AND NON-PERMANENT LABELS PRIOR TO 90 DAYS AFTER INSTALLATION. b. REMOVE EXCESS SEALANT, SOILING, DIRT AND OTHER SUBSTANCES. CLEAN WINDOW FRAME AND GLASS SURFACES. AVOID DAMAGING COATINGS AND FINISHES. c. TOUCH-UP, REPAIR OR REPLACE GLASS OR OTHER WINDOW COMPONENTS BROKEN, SCRATCHED OR DAMAGED DURING CONSTRUCTION PRIOR TO SUBSTANTIAL COMPLETION. d. REMOVE AND LAWFULLY DISPOSE OF CONSTRUCTION DEBRIS FROM PROJECT SITE C. PROTECTION a. PROTECT INSTALLED WINDOWS AND FINISH SURFACES FROM DAMAGE DURING CONSTRUCTION UNTIL COMPLETION OF PROJECT AND ACCEPTANCE BY OWNER SECTION 08 53 13 -VINYL WINDOWS 1. SUMMARY A. SECTION INCLUDES VINYL WINDOWS 2. REFERENCE STANDARDS A. AAMA/WDMA/CSA 101/I.S.2 /A440 -NORTH AMERICAN FENESTRATION STANDARD/SPECIFICATION FOR WINDOWS, DOORS, AND SKYLIGHTS (NAFS). B. NFRC 100 -PROCEDURE FOR DETERMINING FENESTRATION THERMAL PROPERTIES C. NFRC 200 -PROCEDURE FOR DETERMINING FENESTRATION PRODUCT SOLAR HEAT GAIN COEFFICIENT AND VISIBLE TRANSMITTANCE AT NORMAL INCIDENCE. 3. SUBMITTALS A. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING:PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. B. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. C. INSTALLATION METHODS. D. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING DETAILS OF CONSTRUCTION, FLASHINGS AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. 4. PRODUCTS A. MANUFACTURER: JELD-WEN a. BASIS OF DESIGN PREMIUM VINYL WINDOW SERIES. B. DESIGN REQUIREMENTS a. PROVIDE WINDOWS CAPABLE OF COMPLYING WITH REQUIREMENTS INDICATED, BASED ON TESTING MANUFACTURER’S WINDOW THAT ARE REPRESENTATIVE OF THOSE SPECIFIED AND THAT ARE OF TEST SIZE REQUIRED BY AAMA/WDMA/CSA 101/I.S.2/A440 b. NFRC REQUIREMENTS: PROVIDE ASSEMBLIES COMPLYING WITH THE FOLLOWING TOTAL WINDOW RATINGS: • U-FACTOR: .29 IN ACCORDANCE WITH NFRC 100. • SOLAR HEAT GAIN COEFFICIENT (SHGC): .19 IN ACCORDANCE WITH NFRC 200. c. VISIBLE TRANSMITTANCE (VT): .47 IN ACCORDANCE WITH NFRC 200 C. FINISHES a. INTERIOR & EXTERIOR FINISHES FOR WINDOWS • STANDARD VINY: AS SELECTED BY ARCHITECT. D. VINYL WINDOW ASSEMBLIES a. FIXED • FRAME: FUSION WELDED CORNERS. • GLASS: MOUNTED USING SILICONE GLAZING COMPOUND OR GLAZING TAPE. b. CASEMENT • FRAME: FUSION WELDED CORNERS. • SASH: FUSION WELDED CORNERS. • GLASS: MOUNTED WITH SILICONE GLAZING COMPOUND AND/OR GLAZING TAPE. E. FRAMES a. JAMB DEPTH: 3 1/4 INCH F. SASHES a. THICKNESS • CASEMENT: 2-1/2" • FIXED: 1-1/4" G. EXTERIOR TRIM: NAIL FIN STANDARD. H. WEATHERSTRIPPING: CASEMENT WINDOWS: .270 FIN PILE COMBINED WITH FOAM FILLED BULB I. WINDOW HARDWARE a. CASEMENT • HINGES: E-GUARD™ HARDWARE (STANDARD) • OPERATOR: ROTARY OPERATOR (STANDARD) . • HANDLE PROFILE: ADA COMPLIANT: • FINISH: AS SELECTED BY ARCHITECT. • SECONDARY VENT STOP: WINDOW OPENING CONTROL DEVICE WOCD ASTM F2090 COMPLIANT. b. FIXED • NONE 5. GLAZING FOR WINDOWS. A. GLAZING TYPE: INSULATED GLASS a. CONSTRUCTION: TWO PANES OF GLASS UTILIZING A CONTINUOUS ROLL FORMED STAINLESS STEEL AND DUAL SEAL SEALANT. b. STRENGTH: ANNEALED GLASS (STANDARD). c. OVERALL NOMINAL THICKNESS: 3/4”–7/8 INCH d. GLASS COATING: LOW-E 366 B. AIR SPACE: HIGH ALTITUDE ABOVE 4000 FOOT ELEVATIONS. 6. INSECT SCREENS A. SCREEN TYPE: SCREEN (STANDARD) 7. GRILLES A. GRILLES BETWEEN THE GLASS (GBG): a. MATERIAL: MADE OF ROLL FORMED ALUMINUM SUSPENDED WITHIN THE AIR CAVITY. b. PROFILE: FLAT. c. WIDTH: 5/8 INCH d. PATTERN: AS SCHEDULED AND INDICATED ON DRAWINGS. e. FINISH: COLOR MATCH WINDOW FRAME EXTRUSION 8. EXECUTION A. INSTALL WINDOWS IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION GUIDELINES AND RECOMMENDATIONS. 9. EXAMINATION A. INSPECT WINDOW PRIOR TO INSTALLATION. B. INSPECT ROUGH OPENING FOR COMPLIANCE WITH WINDOW MANUFACTURER RECOMMENDATIONS. VERIFY ROUGH OPENING CONDITIONS ARE WITHIN RECOMMENDED TOLERANCES. 10. PREPARATION A. PREPARE WINDOWS FOR INSTALLATION IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. 11. INSTALLATION A. INSERT WINDOW INTO ROUGH OPENING: a. SHIM SIDE JAMBS STRAIGHT. b. INSPECT WINDOW FOR SQUARE, LEVEL AND PLUMB. c. FASTEN WINDOW THROUGH JAMB, SHIM AND INTO ROUGH OPENING JAMB. d. TEST AND ADJUST FOR SMOOTH OPERATION OF WINDOW. e. ENSURE WEEP HOLES ARE CLEAR OF DEBRIS FOR PROPER DRAINAGE. 12. CLEANING A. CLEAN THE EXTERIOR SURFACE AND GLASS WITH MILD SOAP AND WATER. 13. PROTECTION A. PROTECT INSTALLED WINDOWS FROM DAMAGE. SECTION 08305 -ACCESS DOORS AND PANELS 1. MANUFACTURERS: APPROVED MANUFACTURERS ARE ACUDOR PRODUCTS, ELMOOR / STONEMAN, KARP, LARSEN'S MFG CO., MILCOR, NYSTROM BUILDING PRODUCTS, AND WILLIAMS BROTHERS CORPORATION. 2. PRODUCTS: FURNISH PREFABRICATED ACCESS DOORS SPECIALLY DESIGNED FOR EACH TYPE OF WALL AND CEILING FINISH AND CONSTRUCTION WITH WHICH USED, WITH FACTORY-APPLIED PRIMER FINISH. EXCEPT FOR KEY-OPERATED ACCESS PANELS, PROVIDE THE SAME TYPE OF LATCHING DEVICE FOR ALL ACCESS PANELS. REFER TO DRAWINGS FOR LOCATIONS, SIZES, AND MATERIALS WITH WHICH USED. 3. FOR USE IN GYPSUM WALLBOARD CEILINGS. STANDARD FLUSH WITH DRYWALL BEAD ON OUTER FRAME, PRIME PAINTED, 16 GAUGE STEEL FRAME. 18 GAUGE STEEL DOOR, PIANO HINGES AND SCREWDRIVER OPERATED TYPE LATCH. 4. FOR USE IN GYPSUM WALLBOARD PARTITIONS. RECESSED PANEL WITH DRYWALL BEAD ON OUTER FRAME, PRIME PAINTED, 16 GAUGE STEEL FRAME, 14 GAUGE STEEL DOOR, CONCEALED PIANO HINGE, AND SCREWDRIVER OPERATED TYPE LATCH. SIZE AS NOTED ON DRAWINGS. 5. WHEREVER A FIRE-RATED ACCESS DOOR IS INDICATED OR REQUIRED IN A FIRE- RATED ASSEMBLY, PROVIDE COMPLETE SELF-CLOSING ACCESS DOOR ASSEMBLY WITH DOOR FRAME, HINGE, AND LATCH AS TESTED AND LABELED BY UNDERWRITERS LABORATORY OR WARNOCK HERESY. PROVIDE KEY OPERATED CYLINDER LOCK AND FACTORY-APPLIED PRIMER. SECTION 09250 -GYPSUM WALLBOARD SYSTEMS 1. REFERENCE STANDARDS: CONFORM TO REQUIREMENTS OF THE FOLLOWING STANDARDS: A. UNDERWRITER'S LABORATORY, INC. BUILDING AND MATERIALS DIRECTORY. B. AMERICAN SOCIETY FOR TESTING AM MATERIALS. C. GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 2. PRODUCTS: GYPSUM BOARD SHALL BE OF THE FOLLOWING TYPES: A. FIRE RATED WALLBOARD: 5/8" TYPE-X; TYPICAL AT ALL LOCATIONS, UNLESS NOTED OTHERWISE. B. SOUND-ABSORPTIVE WALLBOARD: 5/8" TYPE-X C. MOISTURE RESISTANT WALLBOARD: 5/8" ASTM C630 TYPE IV, GRADE W, (OR GRADE X AT FIRE- RESISTIVE CONSTRUCTION.) D. UNLESS OTHERWISE NOTED OR REQUIRED BY SPECIFIC APPLICATION, GYPSUM BOARD SHALL BE PLAIN FACED WITH TAPERED EDGES FOR EXPOSED SURFACES. THICKNESS SHALL BE 5/8” UNLESS OTHERWISE REQUIRED FOR FIRE OR SOUND RATINGS. FURNISH SHEETS 4'-0” WIDE BY LONGEST PRACTICAL LENGTH. 3. ACCESSORIES: SHALL BE ELECTRO-GALVANIZED STEEL. PROVIDE USG OR EQUAL TYPE 103 STEEL CORNER BEAD, TYPE 200-B EDGE TRIM, AND TYPE 093 CONTROL JT. 4. INSTALLATION: INSTALL TOP AND BOTTOM PLATES CONTINUOUS. ATTACH TO SUBSTRATE AT 24” O.C. MAXIMUM. SPACE STUDS AT 24” O.C. MAX. U.N.O. 5. INSULATION: INSTALL THERMAL OR SOUND CONTROL INSULATION WHERE INDICATED BY FRICTION FITTING BETWEEN STUDS, FILLING ENTIRE CAVITY AND COMPLETELY SURROUNDING ELECTRICAL OUTLET, DATA, AND SWITCH BOXES, CONDUIT, ETC. 6. FASTENING: APPLY GYPSUM WALLBOARD ON METAL STUDS USING MINIMUM 1” DRYWALL SCREWS AS RECOMMENDED BY MANUFACTURER. USE MINIMUM 1-5/8" DRYWALL SCREWS AT DOUBLE LAYER DRYWALL PARTITIONS, SPACE SCREWS 12” O.C. AT FIRE RATED PARTITIONS SPACE SCREWS 12” O.C. IN FIELD OF PANEL AND 8” O.C. ON ALL PANEL EDGES. 7. CORNER BEAD: APPLY STEEL CORNER BEADS AT ALL OUTSIDE CORNERS AND STEEL EDGE TRIM CONT. ALONG ALL EDGES WHERE GYP BD ABUTS OTHER MATERIALS. 8. TAPING: TAPE AND FLOAT ALL JOINTS USING REINFORCING TAPE AND PREMIXED JOINT COMPOUND AS RECOMMENDED BY WALLBOARD MANUFACTURER. 9. SEALANTS: COMPLETELY SEAL PERIMETERS OF SOUND-RATED PARTITIONS INCLUDING ELECTRICAL SWITCHES AND OUTLETS OR OTHER PENETRATIONS THROUGH WALLBOARD. USE CONTINUOUS BEAD OF ACOUSTICAL SEALANT AT TOP AND BOTTOM OF GYP BD ALONG ENTIRE PARTITION. 10. ALIGNMENT: FINISHED WALLS SHALL BE RIGID AND PLUMB WITHIN 1/8” OF A COMMON REFERENCE PLANE THROUGHOUT THEIR LENGTH AND HEIGHT. 11. FINISH LEVEL: REFER TO FINISH LEVEL DESCRIPTIONS BELOW. A. PROVIDE LEVEL 4 FINISH ON ALL WALLS UNLESS NOTED OTHERWISE. B. PROVIDE MOCKUP FOR WALLS WITHIN NAVE AND SANCTUARY. FINISH TO BE THICK PLASTER TEXTURE. ARCHITECT TO PROVIDE EXAMPLE IMAGE OF DESIRED TEXTURE. C. PROVIDE LEVEL 2 FINISH BEHIND STONE OR CERAMIC TILE. D. PROVIDE LEVEL 1 IN ALL AREAS NOT VISIBLE WHEN CONSTRUCTION IS COMPLETE. E. PROVIDE LEVEL 4 FINISH ON ALL CEILING AND SOFFIT ELEMENTS. SECTION 09260 -GYPSUM BOARD ASSEMBLIES 1. DEFINITIONS: A. GYPSUM BOARD TERMINOLOGY: REFER TO ASTM C 11 FOR DEFINITIONS OF TERMS FOR GYPSUM BOARD ASSEMBLIES NOT DEFINED IN THIS SECTION OR IN OTHER REFERENCED STANDARDS. 2. STEEL SUSPENDED CEILING AND SOFFIT FRAMING: A. COMPONENTS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. B. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625" DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475" DIAMETER WIRE. C. HANGERS: AS FOLLOWS: a. WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.162" DIAMETER. b. ROD HANGERS: ASTM A 510, MILD CARBON STEEL. 1. MINIMUM DIAMETER: 1/4". 2. PROTECTIVE COATING: ASTM A 153/A 153M, HOT-DIP GALVANIZED OR CORROSION-RESISTANT PAINT. c. FLAT HANGERS: COMMERCIAL-STEEL SHEET, ASTM A 653/A 653M, G60, HOT-DIP GALVANIZED OR ASTM A 366/A 366M, WITH CORROSION-RESISTANT PAINT FINISH. 1. MINIMUM SIZE: 1 X 3/16" BY LENGTH INDICATED. D. CARRYING CHANNELS: COLD-ROLLED, COMMERCIAL-STEEL SHEET WITH A BASE METAL THICKNESS OF 0.0538", A MINIMUM 1/2" WIDE FLANGE, WITH ASTM A 653/A 653M, G60, HOT-DIP GALVANIZED OR MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING. a. DEPTH: 2". E. FURRING CHANNELS (FURRING MEMBERS): COMMERCIAL-STEEL SHEET WITH ASTM A 653/A 653M, G60, HOT-DIP GALVANIZED OR MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING. a. COLD ROLLED CHANNELS: 0.0538" BARE STEEL THICKNESS, WITH MINIMUM 1/2" WIDE FLANGE, 3/4" DEEP. b. STEEL STUDS: ASTM C 645. 1. MINIMUM BASE METAL THICKNESS: 0.0179". 2. DEPTH: AS INDICATED 1-5/8". c. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645, 7/8" DEEP. 1. MINIMUM BASE METAL THICKNESS: 0.0179". F. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS (CONTRACTOR'S OPTION): ASTM C 645, DIRECT-HUNG SYSTEM COMPOSED OF MAIN BEAMS AND CROSS-FURRING MEMBERS THAT INTERLOCK. a. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. ARMSTRONG WORLD INDUSTRIES, INC.; FURRING SYSTEMS/DRYWALL. 2. CHICAGO METALLIC CORPORATION; FIRE FRONT 630 DRYWALL FURRING 640, FIRE FRONT 650, DRYWALL FURRING 660 OR FIRE FRONT 670 SYSTEM. 3. USG INTERIORS, INC.; DRYWALL SUSPENSION SYSTEM. 3. INTERIOR GYPSUM BOARD: A. GYPSUM BOARD: ASTM C 36. a. TYPE X: 1. THICKNESS: 5/8". 2. LONG EDGES: TAPERED AND FEATURED (ROUNDED OR BEVELED) FOR PRE-FILLING. 3. LOCATION: AS INDICATED. B. FLEXIBLE GYPSUM WALLBOARD: ASTM C 36, MANUFACTURED TO BEND TO FIT TIGHT RADII AND TO BE MORE FLEXIBLE THAN STANDARD REGULAR-TYPE PANELS OF THE SAME THICKNESS. a. THICKNESS: 1/4". b. LONG EDGES: TAPERED. c. LOCATION: APPLY IN DOUBLE LAYER AT CURVED ASSEMBLIES. C. PROPRIETARY, SPECIAL FIRE-RESISTIVE TYPE: ASTM C 36, HAVING IMPROVED FIRE RESISTANCE OVER STANDARD TYPE X. a. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. AMERICAN GYPSUM CO.; FIREBLOC TYPE C. 2. G-P GYPSUM CORP.; FIRESTOP TYPE C. 3. NATIONAL GYPSUM COMPANY; GOLD BOND FIRE-SHIELD G. 4. UNITED STATES GYPSUM CO.; SHEETROCK BRAND GYPSUM PANELS, FIRECODE C CORE OR ULTRACODE CORE. b. THICKNESS: AS INDICATED. c. LONG EDGES: TAPERED AND FEATURED (ROUNDED OR BEVELED) FOR PRE-FILLING. d. LOCATION: WHERE REQUIRED FOR SPECIFIC FIRE-RESISTANCE-RATED ASSEMBLY INDICATED. 4. EXTERIOR GYPSUM PANELS FOR CEILINGS AND SOFFITS: A. PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. B. GLASS-MAT GYPSUM SHEATHING BOARD: ASTM C 1177/C 1177M. a. AVAILABLE PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, A PRODUCT THAT MAY BE INCORPORATED INTO THE WORK INCLUDES, BUT IS NOT LIMITED TO, "DENS-GLASS GOLD" BY G-P GYPSUM CORP. b. CORE: 5/8", TYPE X. 5. TILE BACKING PANELS: A. PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. B. WATER-RESISTANT GYPSUM BACKING BOARD: ASTM C 630/C 630M. a. CORE: 5/8", TYPE X. b. GLASS-MAT, WATER-RESISTANT BACKING BOARD: ASTM C 1178/C 1178M. 1. AVAILABLE PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, "DENS-SHIELD TILE BACKER" MANUFACTURED BY G-P GYPSUM CORP. 2. CORE: 5/8". TYPE X. 6. TRIM ACCESSORIES: A. INTERIOR TRIM: ASTM C 1047. a. MATERIAL: GALVANIZED OR ALUMINUM-COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER-FACED GALVANIZED STEEL SHEET. b. SHAPES: 1. CORNERBEAD: USE AT OUTSIDE CORNERS, UNLESS OTHERWISE INDICATED. 2. BULLNOSE BEAD: USE AT OUTSIDE CORNERS WHERE INDICATED. 3. LC-BEAD: J-SHAPED; EXPOSED LONG FLANGE RECEIVES JOINT COMPOUND; USE AT EXPOSED PANEL EDGES. 4. L-BEAD: L-SHAPED; EXPOSED LONG LEG RECEIVES JOINT COMPOUND; USE WHERE INDICATED. 5. U-BEAD: J-SHAPED; EXPOSED SHORT FLANGE DOES NOT RECEIVE JOINT COMPOUND; USE AT EXPOSED PANEL EDGES WHERE INDICATED. 6. EXPANSION (CONTROL) JOINT: USE WHERE INDICATED. 7. CURVED-EDGE CORNERBEAD: WITH NOTCHED OR FLEXIBLE FLANGES; USE AT CURVED OPENINGS. B. EXTERIOR TRIM: ASTM C 1047. a. MATERIAL: HOT-DIP GALVANIZED STEEL SHEET OR ROLLED ZINC. b. SHAPES: 1. CORNERBEAD: USE AT OUTSIDE CORNERS. 2. LC-BEAD: J-SHAPED; EXPOSED LONG FLANGE RECEIVES JOINT COMPOUND; USE AT EXPOSED PANEL EDGES. 3. EXPANSION (CONTROL) JOINT: ONE-PIECE, ROLLED ZINC WITH V- SHAPED SLOT AND REMOVABLE STRIP COVERING SLOT OPENING. USE WHERE INDICATED. 7. ACOUSTICAL SEALANT: ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: NON-SAG, PAINTABLE, NON-STAINING, LATEX SEALANT COMPLYING WITH ASTM C 834 THAT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS A ND OPENINGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO ASTM E 90. 8. APPLYING AND FINISHING PANELS, GENERAL: A. GYPSUM BOARD APPLICATION AND FINISHING STANDARDS: ASTM C 840 AND GA-216. B. LOCATE EDGE AND END JOINTS OVER SUPPORTS, EXCEPT IN CEILING APPLICATIONS WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK- BLOCKING IS PROVIDED BEHIND END JOINTS. DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. STAGGER VERTICAL JOINTS ON OPPOSITE SIDES OF PARTITIONS. DO NOT MAKE JOINTS OTHER THAN CONTROL JOINTS AT CORNERS OF FRAMED OPENINGS. C. STC-RATED ASSEMBLIES: SEAL CONSTRUCTION AT PERIMETERS, BEHIND CONTROL AND EXPANSION JOINTS, AND AT OPENINGS AND PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. INSTALL ACOUSTICAL SEALANT AT BOTH FACES OF PARTITIONS AT PERIMETERS AND THROUGH PENETRATIONS. COMPLY WITH ASTM C 919 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR LOCATING EDGE TRIM AND CLOSING OFF SOUND-FLANKING PATHS AROUND OR THROUGH GYPSUM BOARD ASSEMBLIES, INCLUDING SEALING PARTITIONS ABOVE ACOUSTICAL CEILINGS. 9. PANEL APPLICATION METHODS: A. MULTI-LAYER APPLICATION ON CEILINGS: APPLY GYPSUM BOARD INDICATED FOR BASE LAYERS BEFORE APPLYING BASE LAYERS ON WALLS/PARTITIONS; APPLY FACE LAYERS IN SAME SEQUENCE. APPLY BASE LAYERS AT RIGHT ANGLES TO FRAMING MEMBERS AND OFFSET FACE-LAYER JOINTS 1 FRAMING MEMBER, 16" MINIMUM, FROM PARALLEL BASE-LAYER JOINTS, UNLESS OTHERWISE INDICATED OR REQUIRED BY FIRERESISTANCE-RATED ASSEMBLY. B. MULTI-LAYER APPLICATION ON PARTITIONS/WALLS: APPLY GYPSUM BOARD INDICATED FOR BASE LAYERS AND FACE LAYERS VERTICALLY (PARALLEL TO FRAMING) WITH JOINTS OF BASE LAYERS LOCATED OVER STUD OR FURRING MEMBER AND FACE-LAYER JOINTS OFFSET AT LEAST ONE STUD OR FURRING MEMBER WITH BASE-LAYER JOINTS, UNLESS OTHERWISE INDICATED OR REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY. STAGGER JOINTS ON OPPOSITE SIDES OF PARTITIONS. DIVISION 09270 -LEVELS OF GYPSUM BOARD FINISH LEVEL 1: ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE SET IN JOINT COMPOUND. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. MARKS AND RIDGES ARE ACCEPTABLE. WHERE A FIRE RESISTANCE RATING IS REQUIRED FOR THE GYPSUM BOARD ASSEMBLY, DETAILS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REPORTS OF FIRE TESTS OF ASSEMBLIES THAT HAVE MET THE FIRE RATING REQUIREMENT. TAPE AND FASTENER HEADS NEED NOT BE COVERED WITH JOINT COMPOUND. LEVEL 2: ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND WIPED WITH A JOINT KNIFE LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES MUST BE COVERED IN A LAYER OF JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE. JOINT COMPOUND APPLIED OVER THE BODY OF THE TAPE AND THE TIME OF EMBEDDING SHALL BE CONSIDERED A SEPARATE COAT OF JOINT COMPOUND AND SHALL SATISFY THE REQUIREMENTS OF THIS LEVEL. THIS SHALL BE THE SPEC. WHERE WATER-RESISTANT GYPSUM BOARD IS USED AS BACKING FOR TILE. LEVEL 3: ALL JOINTS AND INTERIOR WALL ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND ONE ADDITIONAL COAT OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH TWO SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE FREE OF TOOL MARKS AND RIDGES. NOTE: IT IS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF ANY FINAL FINISHES. REFER TO PAINTING AND WALLCOVERING SPECIFICATIONS IN THIS REGARD. LEVEL 4: ALL JOINTS AND INTERIOR WALL ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND OVER ALL FLAT JOINTS AND ONE SEPARATE COAT APPLIED OVER INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE FREE OF TOOL MARKS AND RIDGES. NOTE: IT IS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF ANY FINAL FINISHES. REFER TO PAINTING AND WALLCOVERING SPECIFICATIONS IN THIS REGARD. LEVEL 5: ALL JOINTS AND INTERIOR WALL ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND ONE ADDITIONAL COAT OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH TWO SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE FREE OF TOOL MARKS AND RIDGES. A THIN SKIM COAT OF JOINT COMPOUND, OR A MATERIAL MANUFACTURED SPECIFICALLY FOR THIS PURPOSE, SHALL BE APPLIED TO THE ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND FREE OF TOOL MARKS OR RIDGES. NOTE: IT IS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF ANY FINAL FINISHES. REFER TO PAINTING AND WALLCOVERING SPECIFICATIONS IN THIS REGARD. SECTION 09310 -CERAMIC TILE 1. PERFORMANCE REQUIREMENTS: A. STATIC COEFFICIENT OF FRICTION: FOR TILE INSTALLED ON WALKWAY SURFACES, PROVIDE PRODUCTS WITH THE FOLLOWING VALUES AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM C 1028: a. LEVEL SURFACES: MINIMUM 0.6. B. SAMPLES FOR VERIFICATION: a. FULL-SIZE UNITS OF EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH REQUIRED. b. ASSEMBLED SAMPLES WITH GROUTED JOINTS FOR EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH REQUIRED, AT LEAST 12" SQUARE AND MOUNTED ON RIGID PANEL. USE GROUT OF TYPE AND IN COLOR OR COLORS APPROVED FOR COMPLETED WORK. C. SAMPLES FOR VERIFICATION: a. FULL-SIZE UNITS OF EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH REQUIRED. b. ASSEMBLED SAMPLES WITH GROUTED JOINTS FOR EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH REQUIRED, AT LEAST 12" SQUARE AND MOUNTED ON RIGID PANEL. USE GROUT OF TYPE AND IN COLOR OR COLORS APPROVED FOR COMPLETED WORK. c. FULL-SIZE UNITS OF EACH TYPE OF TRIM AND ACCESSORY FOR EACH COLOR AND FINISH REQUIRED. d. STONE THRESHOLDS IN 6" LENGTHS. e. METAL EDGE STRIPS IN 6" LENGTHS. D. FLOOR TILE: FLOOR TILE SHALL CONFORM TO ANSI-A-137.1 STANDARD GRADE. MANUFACTURERS, COLORS, STYLE, AND SIZES, SHALL BE AS INDICATED ON DRAWINGS. E. WALL TILE: WALL TILE SHALL CONFORM TO ANSI-A-137.1 STANDARD GRADE MANUFACTURERS, COLORS, STYLES, AND SIZES, SHALL BE AS INDICATED ON DRAWINGS. 2. SETTING AND GROUTING MATERIALS: A. LATEX-PORTLAND CEMENT MORTAR (THIN SET): ANSI A 118.4, CONSISTING OF THE FOLLOWING: a. PREPACKAGED DRY-MORTAR MIX CONTAINING DRY, RE-DISPERSIBLE, ETHYLENE VINYL ACETATE ADDITIVE TO WHICH ONLY WATER MUST BE ADDED AT PROJECT SITE. b. PREPACKAGED DRY-MORTAR MIX COMBINED WITH ACRYLIC RESIN OR STYRENE-BUTADIENE- RUBBER LIQUID-LATEX ADDITIVE. c. FOR WALL APPLICATIONS, PROVIDE NON-SAGGING MORTAR THAT COMPLIES WITH PARAGRAPH F-4.6.1 IN ADDITION TO THE OTHER REQUIREMENTS IN ANSI A118.4. B. GROUT: GROUT AS RECOMMENDED BY TILE OR STONE MANUFACTURER. COLORS AS INDICATED ON THE DRAWINGS, OR TO BE SELECTED BY ARCHITECT. 3. ELASTOMERIC SEALANTS A. GENERAL: PROVIDE MANUFACTURER'S STANDARD CHEMICALLY CURING, ELASTOMERIC SEALANTS OF BASE POLYMER AND CHARACTERISTICS INDICATED THAT COMPLY WITH APPLICABLE REQUIREMENTS IN DIVISION 7 SECTION "JOINT SEALANTS." B. COLORS: PROVIDE COLORS OF EXPOSED SEALANTS TO MATCH COLORS OF GROUT IN TILE ADJOINING SEALED JOINTS, UNLESS OTHERWISE INDICATED. ONE-PART, MILDEW-RESISTANT SILICONE SEALANT: ASTM C 920; TYPE S; GRADE NS; CLASS 25; USES NT, G, A, AND, AS APPLICABLE TO NONPOROUS JOINT SUBSTRATES INDICATED, 0; FORMULATED WITH FUNGICIDE, INTENDED FOR SEALING INTERIOR CERAMIC TILE JOINTS AND OTHER NONPOROUS SUBSTRATES THAT ARE SUBJECT TO IN-SERVICE EXPOSURES OF HIGH HUMIDITY AND EXTREME TEMPERATURES. a. AVAILABLE PRODUCTS • DOW COMING CORPORATION; DOW CORNING 786. • GE SILICONES; SANITARY 1700. • PECORA CORPORATION; PECORA 898 SANITARY SILICONE SEALANT. • TREMCO, INC.; TREMSIL 600 WHITE. 4. CEMENTITIOUS BACKER UNITS: A. PROVIDE CEMENTITIOUS BACKER UNITS COMPLYING WITH ANSI A118.9 IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END-TO-END BUTT JOINTS. a. THICKNESS: MANUFACTURER'S STANDARD THICKNESS, BUT NOT LESS THAN 1/4". b. WIDTH: MANUFACTURER'S STANDARD WIDTH, BUT NOT LESS THAN 32". B. AVAILABLE PRODUCTS: a. C-CURE; C-CURE BOARD 990. b. CUSTOM BUILDING PRODUCTS; WONDERBOARD. c. FINPAN, INC.; UTIL-A-CRETE CONCRETE BACKER BOARD. d. USG CORPORATION; DUROCK CEMENT BOARD. SECTION 09310 - CERAMIC TILE (CONTINUED) D. JOINTING PATTERN: LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE, WALLS, AND TRIM ARE SAME SIZE. LAY OUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. ADJUST TO MINIMIZE TILE CUTTING. PROVIDE UNIFORM JOINT WIDTHS, UNLESS OTHERWISE INDICATED. a. FOR TILE MOUNTED IN SHEETS, MAKE JOINTS BETWEEN TILE SHEETS SAME WIDTH AS JOINTS WITHIN TILE SHEETS SO JOINTS BETWEEN SHEETS ARE NOT APPARENT IN FINISHED WORK. E. EXPANSION JOINTS: LOCATE EXPANSION JOINTS AND OTHER SEALANT-FILLED JOINTS, INCLUDING CONTROL, CONTRACTION, AND ISOLATION JOINTS, WHERE INDICATED DURING INSTALLATION OF SETTING MATERIALS, MORTAR BEDS, AND TILE. DO NOT SAW- CUT JOINTS AFTER INSTALLING TILES. a. LOCATE JOINTS IN TILE SURFACES DIRECTLY ABOVE JOINTS IN CONCRETE SUBSTRATES. b. PROVIDE WHERE REQUIRED PER MANUFACTURER'S INSTRUCTIONS. HORIZONTAL JOINTS SHALL BE SEALED WITH A SILICONE SEALANT CONFORMING TO ASTM-C-920, TYPE S, GRADE P, CLASS 25. USE 1, WITH A MINIMUM SHORE A HARDNESS OF 35. VERTICAL JOINTS TO BE SEALED WITH A SINGLE COMPONENT SILICONE SEALANT CONFORMING TO ASTM-C-920, TYPE S, GRADE NS, CLASS 12-1/2, USE NT. SEALANT SHALL BE MILDEW RESISTANT. F. AT SHOWERS, TUBS, AND WHERE INDICATED, INSTALL CEMENTITIOUS BACKER UNITS AND TREAT JOINTS TO COMPLY WITH ANSI A108.11 AND MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TYPE OF APPLICATION INDICATED. 8. WATERPROOFING AND CRACK-SUPPRESSION MEMBRANE INSTALLATION: A. INSTALL WATERPROOFING TO COMPLY WITH ANSI A108.13 AND WATERPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS TO PRODUCE WATERPROOF MEMBRANE OF UNIFORM THICKNESS BONDED SECURELY TO SUBSTRATE. B. INSTALL CRACK-SUPPRESSION MEMBRANE TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS TO PRODUCE MEMBRANE OF UNIFORM THICKNESS BONDED SECURELY TO SUBSTRATE. C. DO NOT INSTALL TILE OVER WATERPROOFING UNTIL WATERPROOFING HAS CURED AND BEEN TESTED TO DETERMINE THAT IT IS WATERTIGHT. 9. FLOOR TILE INSTALLATION: A. GENERAL: INSTALL TILE TO COMPLY WITH REQUIREMENTS IN THE FLOOR TILE INSTALLATION SCHEDULE, INCLUDING THOSE REFERENCING TCA INSTALLATION METHODS AND ANSI A108 SERIES OF TILE INSTALLATION STANDARDS. a. FOR INSTALLATIONS INDICATED BELOW, FOLLOW PROCEDURES IN ANSI A108 SERIES TILE INSTALLATION STANDARDS FOR PROVIDING 95 PERCENT MORTAR COVERAGE. • TILE FLOORS COMPOSED OF TILES 8" BY 8" OR LARGER. B. JOINT WIDTHS: INSTALL TILE ON FLOORS WITH THE FOLLOWING JOINT WIDTHS: a. CERAMIC MOSAIC TILE: 1/16". b. PAVER TILE: 1/8", MAXIMUM. C. GROUT SEALER: APPLY GROUT SEALER TO CEMENTITIOUS GROUT JOINTS ACCORDING TO GROUT SEALER MANUFACTURER'S WRITTEN INSTRUCTIONS. AS SOON AS GROUT SEALER HAS PENETRATED GROUT JOINTS, REMOVE EXCESS SEALER AND SEALER THAT HAS GOTTEN ON TILE FACES BY WIPING WITH SOFT CLOTH. D. FLOOR TO BE LEVEL TO A TOLERANCE OF 1” IN 10'-0”. E. ALL TRANSITIONS TO CARPET INCLUDE SHULER RENO-TK TRANSITION TO CAPTURE CARPET EDGE. 10. WALL TILE INSTALLATION: A. INSTALL TYPES OF TILE DESIGNATED FOR WALL INSTALLATIONS TO COMPLY WITH REQUIREMENTS IN THE WALL TILE INSTALLATION SCHEDULE, INCLUDING THOSE REFERENCING TCA INSTALLATION METHODS AND ANSI SETTING-BED STANDARDS. a. CERAMIC MOSAIC TILE: 1/16". b. GLAZED WALL TILE: 1/16". 5. EXAMINATION: A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WHERE TILE WILL BE INSTALLED, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF INSTALLED TILE. a. VERIFY THAT SUBSTRATES FOR SETTING TILE ARE FIRM; DRY; CLEAN; FREE OF OIL, WAXY FILMS, AND CURING COMPOUNDS; AND WITHIN FLATNESS TOLERANCES REQUIRED BY REFERENCED ANSI A108 SERIES OF TILE INSTALLATION STANDARDS FOR INSTALLATIONS INDICATED. b. VERIFY THAT INSTALLATION OF GROUNDS, ANCHORS, RECESSED FRAMES, ELECTRICAL AND MECHANICAL UNITS OF WORK, AND SIMILAR ITEMS LOCATED IN OR BEHIND TILE HAS BEEN COMPLETED BEFORE INSTALLING TILE. c. VERIFY THAT JOINTS AND CRACKS IN TILE SUBSTRATES ARE COORDINATED WITH TILE JOINT LOCATIONS; IF NOT COORDINATED, ADJUST JOINT LOCATIONS IN CONSULTATION WITH ARCHITECT. 6. PREPARATION: A. PROVIDE CONCRETE SUBSTRATES FOR TILE FLOORS INSTALLED WITH THIN-SET MORTAR THAT COMPLY WITH FLATNESS TOLERANCES SPECIFIED IN REFERENCED ANSI A108 SERIES OF TILE INSTALLATION STANDARDS. a. FILL CRACKS, HOLES, AND DEPRESSIONS WITH TROWELABLE LEVELING AN PATCHING COMPOUND ACCORDING TO TILE-SETTING MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS. USE PRODUCT SPECIFICALLY RECOMMENDED BY TILE-SETTING MATERIAL MANUFACTURER b. REMOVE PROTRUSIONS, BUMPS, AND RIDGES BY SANDING OR GRINDING. 7. INSTALLATION, GENERAL: LAYOUT JOINTS AND COLOR PATTERNS AS SHOWN ON THE DRAWINGS. IF NOT SPECIFICALLY SHOWN JOINTS SHALL BE PLACED SO THAT FIELD TILES ARE FULL SIZE, EDGE TILES ARE HALF SIZE OR LARGER, AND JOINTS ARE SYMMETRICAL IN THE TILE SURFACES, PLUMB, TRUE TO LINE, AND PARALLEL TO THE ROOM AXIS. A. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. TCA INSTALLATION GUIDELINES: TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION." COMPLY WITH TCA INSTALLATION METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. B. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. C. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS SO PLATES, COLLARS, OR COVERS OVERLAP TILE. D. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 6 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A014 ARCHITECTURAL SPECIFICATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 SECTION 09650 -RESILIENT FLOORING AND BASE 1. LUXURY VINYL TILE (LVT): 9" X 59" X 2MM 2. MANUFACTURER: MOHAWK 3. INSTALL RESILIENT FLOORING WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. LAY TILES WITH PATTERN AS SHOWN ON DRAWINGS. IF NO PATTERN PROVIDED, LAY SYMMETRICALLY ABOUT CENTERLINES OF ROOMS. GRAIN OF TILE SHALL RUN ALL IN THE LONG DIRECTION OF THE ROOM. NO CHECKER BOARDING ALLOWED. 4. PROVIDE CLEAING AND MAINTENANCE REQUIREMENTS AS PART OF CLOSEOUT SUBMITTALS. SECTION 09680 -CARPET 1. PRODUCTS: BROADLOOM CARPET A. ACCEPTABLE MANUFACTURERS a. SHAW FLOORS • BASIS OF DESIGN SOLIDIFY II. FINAL PRODUCT TO BE DETERMINED. • COLOR: TO BE DETERMINED 2. CARPET SHALL MEET THE REQUIREMENTS OF NFPA-101, CLASS B, IN ACCORDANCE WITH ASTM-E-84 CLASS B, AND REQUIRING FLAME SPREAD OF 75 OR LESS. PROVIDE CARPET WHICH PASSES FLAMMABILITY TEST OF DOC FF I-70 PILL TEST. 3. PROVIDE EXTRUDED OR RUBBER CARPET EDGE GUARD AT EDGES WHERE CARPET MEETS HARD SURFACES UNLESS NOTED OTHERWISE UNDER THE SECTION BELOW. 4. INSTALL CARPET PRIOR TO INSTALLING BASE. 5. INSTALLATION: INSTALL ROLL CARPET IN ACCORDANCE WITH CRI-104 AND TIGHT TO ALL HORIZONTAL OR VERTICAL SURFACES. SEAMS SHALL BE INVISIBLE AND PERMANENTLY BONDED. CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE. CARPET SHALL BE FLUSH WITH TOP SURFACE OF ADJACENT MATERIALS, SHALL BE IN FULL CONTACT WITH ITS SUBSTRATE SURFACE, AND SHALL BE SMOOTH AND FREE OF BULGES, WRINKLES, OR CREASES. 6. FLOOR TO BE LEVEL IN 1/4” IN 10'-0”. 7. INSTALLATION OF CARPET OVER NEW CONCRETE SHALL NOT COMMENCE UNTIL CONCRETE IS THOROUGHLY CURED AND HAS BEEN TESTED FOR MOISTURE CONTENT AND EXCESSIVE ALKALINITY IN ACCORDANCE WITH CRI-104. 8. UNLESS NOTED OTHERWISE, INSTALL CARPET WITH DIRECT GLUE APPLICATION IN ACCORDANCE WITH THE CARPET MANUFACTURER'S INSTRUCTIONS AND CRI-104. SECTION 09912 -PAINTING 1. SUBMITTALS: PROVIDE 8X10 DRAWDOWNS OF ALL PAINT COLORS SPECIFIED. EVEN THOUGH PAINT COLORS SPECIFIED MIGHT BE FROM MULTIPLE MANUFACTURERS, PROVIDE ALL PAINT COLORS FROM SAME MANUFACTURER. 2. PAINT MATERIALS, GENERAL: A. MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, AND FINISH- COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. B. MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST-QUALITY PAINT MATERIAL OF THE VARIOUS COATING TYPES SPECIFIED THAT ARE FACTORY FORMULATED AND RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED. PAINT-MATERIAL CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. C. PROPRIETARY NAMES: USE OF MANUFACTURER'S PROPRIETARY PRODUCT NAMES TO DESIGNATE COLORS OR MATERIALS IS NOT INTENDED TO IMPLY THAT PRODUCTS NAMED ARE REQUIRED TO BE USED TO THE EXCLUSION OF EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS. FURNISH MANUFACTURER'S MATERIAL DATA AND CERTIFICATES OF PERFORMANCE FOR PROPOSED SUBSTITUTIONS. D. COLORS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. E. FLAME SPREAD: INTERIOR APPLIED PAINT AND FINISHES SHALL HAVE A FLAME SPREAD OF 25 OR LESS. 3. INTERIOR PRIMERS & FINISH COATS: A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. GYPSUM APPLICATIONS - EGGSHELL FINISH a. PRIMER: PROMAR 200 ZERO PRIMER, 0 G/L b. 2 COATS: PROMAR 200 ZERO VOC, 0G/L (EGGSHELL IS STANDARD) C. WOOD APPLICATIONS - STAINED FINISH a. STAIN: WOOD CLASSICS STAIN b. 2 COATS: WOOD CLASSICS WB POLYURETHANE SATIN A68 D. FERROUS & NON-FERROUS METAL APPLICATIONS - DOORS, FRAMES AND MISCELLANEOUS METALS E. PRIMER:PROINDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, 100 G/L F. 2 COATS: PROINDUSTRIAL HIGH PERFORMANCE ACRYLIC, 0 G/L (SEMI-GLOSS IS STANDARD) 4. PREPARATION: A. GENERAL: REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF THE ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. B. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR PAINT STORAGE PREPARATIONS AND APPLICATIONS. USE EACH PRODUCT AS PACKAGED UNLESS MANUFACTURER SPECIFICALLY DIRECTS THAT A PRODUCT SHOULD BE THINNED. PROVIDE PAINTS AS INDICATED ON FINISH SCHEDULE. COORDINATE FINISHES NOT SHOWN ON THE DRAWINGS OR FINISH SCHEDULE WITH TENANT OR PROPERTY MANAGER. C. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED. D. WHERE A SALVAGED PARTITION WITH WALLCOVERING IS SCHEDULED TO RECEIVE NEW PAINTED FINISH, PREPARE SURFACE BY REMOVING WALLCOVERING AND REPAIRING SURFACE WITH NEW SKIM COAT OF JOINT COMPOUND TO PROVIDE SMOOTH SURFACE. SEE NOTES ON LEVEL 5 FINISH ABOVE. OR APPLY NEW LAYER OF 1/4" GYPSUM WALLBOARD TO SURFACE AND FINISH PER DRYWALL FINISH NOTES ABOVE. 5. APPLICATION: A. GENERAL: APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. B. COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE, AND COVERAGE. REMOVE, REFINISH, OR REPAINT WORK NOT COMPLYING WITH REQUIREMENTS. SECTION 10 31 00 -MANUFACTURED GAS FIREPLACE 1. GENERAL A. SECTION INCLUDES MANUFACTURED INDOOR GAS FIREPLACE B. SUBMITTALS' a. PRODUCT DATA 1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. 2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. • INSTALLATION METHODS • SHOP DRAWING 1. PROVIDE DRAWING OF REQUIRED CLEARANCES, ROUGH-IN OF ENCLOSURE AND UTILITIES 1. MANUFACTURER A. HEAT & GLO 2. PRODUCT A. 6000 MODERN GAS FIREPLACE a. CONTROLS: INTELLIFIRE PLUS RC 200 b. FRONTS: BLACK FOLIO FRONT c. MEDIA: TO BE SELECTED BY ARCHITECT d. STONE SURROUNDS : AS SHOWN ON DRAWINGS e. MODEL: 6000CMOD-IPI f. FAN OPTION TO BE PROVIDED. A. EXECUTION A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. B. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. 1. PREPARATION A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 2. INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, ANSI Z21.44 AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. B. USE MANUFACTURER'S GUIDELINES FOR MINIMUM CLEARANCES TO COMBUSTIBLES, WALLS, AND FINISHES. C. ANCHOR ALL COMPONENTS FIRMLY IN POSITION FOR LONG LIFE UNDER HARD USE. 3. FIELD QUALITY CONTROL A. UPON COMPLETION OF INSTALLATION, VISUALLY INSPECT ALL EXPOSED SURFACES. TOUCH UP SCRATCHES AND ABRASIONS WITH TOUCH-UP PAINT RECOMMENDED BY THE MANUFACTURER, MAKE IMPERFECTIONS INVISIBLE TO THE UNAIDED EYE FROM A DISTANCE OF 5 FEET (1.5M). B. TEST FOR PROPER OPERATION, CONTROL AND SAFETY DEVICES. a. COMPLETE INITIAL STARTUP AND CLEANING PROCEDURES. C. COMPLETE INSTALLER'S WARRANTY VALIDATION CARD. 4. PROTECTION A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 6 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A015 ARCHITECTURAL SPECIFICATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 DN 4 ' S I D E W A L K @ 4 . 5 % ( M A X . ) P R O P O S E D S I D E W A L K 27.5 (7526.8)X (7524.3) X ~1.7% ~9.4% ASPHALTPARKING 37.80 X X FG 40X TS 37.80X BS 35.3 X TS 35.24 X BS 32.74 X TS 32.68 X BS 30.18 X BS 26.62 X BS 27.62 XTS 27.62 X V I S T A D R I V E EXISTING SIDEWALK FG 36X FG 27.5 X FG 37 3 :1 (H :V ) 7550 7 5 4 0 7540 7530 T T PROPOSED 20LF 12"ADS CULVERT WITH FLARED END SECTIONSU.S. INV=7534D.S. INV=7532 N 5 7 °5 2 ' E 1 9 9 .2 ' N 5 7 °5 2 ' E 1 9 9 .2 ' S 3 2 ° 0 8 ' E 1 8 0 . 0 ' LOT 19LAKE VIEW TRACTS 10' BUILDINGSETBACK 15' BUILDINGSETBACK 25'BUILDINGSETBACK 10' BUILDINGSETBACK 0.8' 1 3 . 3 5 ' ± 2 4 . 0 0 ' ± 3 1 .6 8 '± EXISTING TREETO BE REMOVED PROPOSED 4"SDR40 SEWERSERVICE PROPOSEDUNDERGROUNDELECTRIC SERVICE PROPOSED 3/4" 'K'COPPER WATERSERVICE ROAD PATCH ASREQUIRED PROPOSED TELEPHONE SERVICE 2 8 3 0 3 2 3 4 3 6 26 3 8 3 6 3 4 SS DN BIG THOMPSON AVE V I S T A L A N E SEWER LINE ROW SEWER LINE TELEPHONE POLE BUILDING SETBACK LINE PROPERTY BOUNDARY LINE 102 104 107 108 LANDSCAPE CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 7 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A101 SITE PLAN OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/16" = 1'-0"1 SITEPLAN SITE PLAN KEYNOTES 101 CONCRETE DRIVEWAY. 102 CONCRETE WALK AND STEPS. 103 CONCRETE WALK WAY. 104 COMPOSITE DECK. 106 EXISTING WALKING PATH TO REMAIN. 107 CONCRETE RETAINING WALL WITH STONE VENEER. 108 CONCRETE PATIO. ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 UP A401 1 A402 2 A401 2 A402 1 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CRAWL SPACE 001 GARAGE 102 STOR 103 D 101 102 101 B C WINDOW WELL W/ EGRESS LADDER E E E E 201 1 2 3 4 5 6 A B C D E F 5 1 / 2 " 18 ' - 8 " 11 ' - 3 " 8' - 2 " 5' - 1 0 " 20 ' - 9 " 64 ' - 8 " 5 1/2"1'-3"7'-1 1/2"14'-1"2'-8"11"4'-0 5/8"3'-11 7/8" 202 MECH / STOR 105 VEST 101 WH FU T U R E S T O R A G E S H E L V I N G B Y O W N E R FURNACE UNFINISHED 104 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 104105 G 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1/4" / 1'-0" 90'-0" 90'-0" 1'-2"6'-7"1'-3"24'-9 1/2"4'-0 5/8"3'-11 7/8"13'-5" LINE OF DECK ABOVE 1' - 6 " 16 ' - 2 " 3' - 5 " 206 E F E F E 211 102A E 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 32'-7 1/2"21'-5 1/2" 105A 3 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WARP SLAB TO DOOR THRESHOLD 90'-0" 90'-0" C 10 ' - 5 " 3' - 7 " 4' - 1 0 1 / 2 " 5' - 6 1 / 2 " 17'-0 7/8" 1' - 1 1 1 / 2 " 1 A601 225 1 HR RATED WALL 227 226 228 228 228 228 228 14 ' - 0 " 103 3'-1 5/8" 2'-8" A CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 2 9 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A210 BASEMENT LEVEL FLOOR PLAN OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 LOWER LEVEL FLOOR PLAN CONSTRUCTION KEYNOTES 201 ROUGH IN PLUMBING FOR FUTURE BASEMENT RESTROOM. 202 STONE VENEER RETAINING WALL. PROVIDE WATERPROOFING. 206 STONE VENEER TO MATCH CHURCH. 211 4x4 PRESSURE TREATED POSTS. RE: STRUCT. 225 CONCRETE DRIVEWAY. 226 PROVIDE FLOOR DRAIN FOR WATER HEATER. 227 PROVIDE ALLOWANCE TO SEAL CRAWLSPACE WALLS AND FLOOR FOR RADON. INCLUDE RADON TEST. 228 STEEL COLUMN, RE: STRUC ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 DWELLING-GARAGE SEPARATION FOR CEILING REQUIRED NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT Reviewed by SAFEbuilt 08/16/2022 REF DW D W DN DN A401 1 A402 2 A401 2 A402 1 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ KITCHEN 202 DINING 204 LIVING 203 ENTRY 201 DEN 207 RESTROOM 215 PRIEST BEDROOM 216 PRIEST STUDY 214 GUEST RR 210 GUEST STUDY 208 POWDER RM 211 HALLWAY 206 HALLWAY 213 A710 7 A710 11 A710 1 2 3 4 6 5 8 10 12 9 PANTRY 205 CLST 209 CLST 217 LAUN 212 K B B H D E F F H H J 202 205 201 21 2 20 7 211 208 21 0 21 5 217 214 B D D A710 16 15 14 13 11 22 33 44 55 66 A B C D E F 6'-1 1/2" 5 1/2" 1'-3"19'-5 5/8"5'-4"4'-0 5/8"5 1/2"3'-6 3/8" 5 1 / 2 " 20 ' - 9 " 5' - 1 0 " 8' - 2 " 11 ' - 3 " 18 ' - 8 " 3 A511 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 206 206 CLST 219 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STAIR 220 218 G 205 203 209 210 BBQ A711 1 A711 3 A711 2 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B D D D1 205 E 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOWEL STOR. TOWEL STOR. 3' - 6 " 3' - 6 " 2 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D G K 9' - 0 " 9' - 4 3 / 4 " 3 1 / 4 " 2' - 1 1 1 / 2 " 1' - 7 5 / 8 " 2' - 3 3 / 8 " 2' - 3 3 / 8 " 1' - 7 " 6 1 / 8 " 4' - 1 " 4' - 1 " 4' - 8 " 1' - 2 " 3' - 1 0 1 / 8 " 2' - 1 0 3 / 4 " 14 ' - 0 1 / 8 " 33'-6 1/2"4'-0 5/8"16'-11 3/8" 6'-7"1'-3"24'-9 1/2"4'-0 5/8"5 1/2" 3'-6 3/8"5 1/2"11'-1 1/4"9'-10 3/4"11'-7 1/2" 5 1/2" 3'-7 1/8" 5 1/2" 3'-6 3/8" 6'-4"3"3'-3 1/4"5'-2 3/4"4'-8" 6' - 5 1 / 8 " 7' - 7 " 209 99'-11 1/2" 99'-11 1/2" 202 GUEST BEDROOM 218 B1 B B D C D D D1 D1 214 214 214 215 215 215 217 217 217 217 216 216 216 218 218 219 219 222 221 221 220 220 3'-7 1/4" 3' - 9 " 4' - 0 " 1' - 1 1 " 3' - 0 3 / 8 " 7'-2 3/8" 1'-6" 5' - 6 1 / 2 " 1' - 7 3 / 8 " 6'-9 3/8" EQ EQ 5' - 1 0 5 / 8 " 2' - 5 1 / 4 " AL I G N EQ 3' - 0 " EQ 6'-9 1/2"4'-0"3'-2 7/8" 3'-4 3/8" 100'-0" 6"3'-0"6" 9'-8"3'-0"2'-0 3/8" 3' - 7 1 / 2 " 4' - 0 " 5' - 6 " 4' - 9 3 / 8 " 2' - 1 0 3 / 4 " 3' - 9 3 / 4 " 3' - 3 5 / 8 " 5 1 / 2 " 2' - 0 " 6' - 0 1 / 2 " 2' - 0 " 3' - 1 1 1 / 2 " 3' - 5 1 / 4 " 5' - 0 " 2' - 9 3 / 4 " 9' - 8 " 9' - 0 " 5 1 / 2 " 20 ' - 9 " 5' - 1 0 " 8' - 2 " 11 ' - 3 " 18 ' - 8 " 5 1 / 2 " 19 ' - 0 3 / 8 " 31'-0 1/8" 2 A601 252 252 252 252 252 252 20 ' - 9 " 44 ' - 1 0 " SLOPE 1'-3 1/4"2'-7 5/8"5'-5 1/2"2'-7 1/2"7'-5 5/8" MM 1 CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 1 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A211 MAIN LEVEL FLOOR PLAN OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN CONSTRUCTION KEYNOTES 202 STONE VENEER RETAINING WALL. PROVIDE WATERPROOFING. 203 METAL RAILING. 205 WOOD COLUMN, RE: STRUC. 206 STONE VENEER TO MATCH CHURCH. 209 COMPOSITE WOOD DECK AND RAILING SYSTEM. 210 GAS BURNING FIREPLACE. BASIS OF DESIGN: HEAT N GLO CERONA 36". 214 16" WD SHELF AND CLOTHES ROD. 215 16" DEEP WD SHELVES, PAINT. 6 VERT EQ SPACED 216 BASE CABINET SELECTED BY OWNER. GC TO INSTALL. PROVIDE PRODUCT ALLOWANCE AND INSTALL. 217 APPLIANCE BY OWNER. 218 42" X 42" PREFAB FIBERGLASS SHOWER PAN WITH LOW THRESHOLD. PROVIDE ALLOWANCE FOR FULL HT TILE AND INSTALL ON ALL 3 SIDES. 219 GLASS SHOWER DOOR WITH GASKETS 220 BASE AND UPPER CABINETS SELECTED BY OWNER. INSTALLED BY GC. PROVIDE ALLOWANCE FOR PRODUCT AND INSTALL. 221 GRANITE COUNTERTOPS SELECTED BY OWNER. INSTALLED BY GC. PROVIDE ALLOWANCE FOR PRODUCT AND INSTALL. 222 UPPER CABINETS SELECTED BY OWNER. INSTALLED BY GC. PROVIDE ALLOWANCE FOR PRODUCT AND INSTALL. 252 PREFIN METAL GUTTER AND DOWNSPOUTS. PROVIDE SPLASHBLOCK AT GRADE. ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 1 2 3 4 5 6 A B C D E F EXTENTS OF WALLS BELOW. 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1' - 8 1 / 2 " 8 3 / 4 " 8 3/4"1'-8 1/2" 3 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 252 251 252 251 252 251 7 / 12 SLOPE 7 / 1 2 S L O P E 7 / 1 2 S L O P E 7 / 12 SLOPE 7 / 1 2 S L O P E 3.5 / 12 SLOPE 7 / 1 2 S L O P E 7 / 12 SLOPE 7 / 1 2 S L O P E 7 / 1 2 S L O P E 7 / 12 SLOPE 254 254 254 1 A513 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 2 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A212 ROOF PLAN OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 ROOF PLAN ROOF KEYNOTES 251 40 YEAR ASPHALT SHINGLES. BASIS OF DESIGN MALARKEY WINDSOR. 252 PREFIN METAL GUTTER AND DOWNSPOUTS. PROVIDE SPLASHBLOCK AT GRADE. 254 FIBER CEMENT FASCIA, PAINT ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 Ice barrier required from the lowest edges of all roof surfaces to a point not less than 24" inside the exterior wall line of the building. IRC R905.1.2 1 2 3 4 5 6 A B C D E F CRAWL SPACE 102 GARAGE 303 303 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VEST 101 MECH / STOR 105 UNFINISHED 104 STOR 103 301 301 301 304 306 305 304304 304304 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 307 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A513 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EQ EQ EQ EQ EQ EQ EQ EQ 303 RCP GENERAL NOTES 1. ALL CEILINGS TO BE SET AT 9'-0" A.F.F. UNLESS NOTED OTHERWISE ON DRAWINGS. 2. ALL LIGHTING LOCATIONS TO TAKE PRECEDENCE OVER ALL OTHER CEILING AND PLENUM MOUNTED ITEMS. REFER TO ENGINEERING PLANS, IF PROVIDED, FOR FINAL LIGHTING LAYOUT. CONTRACTOR TO COORDINATE ANY DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO NOTIFY ARCHITECT OF ANY ABOVE-CEILING CONFLICTS WHICH IMPACT LIGHTING LAYOUT OR CEILING CONSTRUCTION PRIOR TO BEGINNING WORK. 4. CONTRACTOR TO VERIFY QUANTITIES OF FIXTURES AND DEVICES AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE REQUIRED SCOPE. 5. LOCATION OF NEW DOWNLIGHTS TO BE IN THE CENTER OF TILE UNLESS NOTED OTHERWISE. 6. HVAC CONTRACTOR TO COORDINATE SCOPE OF HVAC MODIFICATIONS WITH OWNER. REFER TO MECHANICAL DRAWINGS AND NOTES. 7. CLEAN OR REPAINT ALL SUPPLY & ALL EXISTING/REUSED DIFFUSERS AND RETURN GRILLES. 8. CONTRACTOR TO TEST AND BALANCE HVAC SYSTEM WITHIN SUITE AREAS. 9. RELOCATE THERMOSTATS WITHIN SUITE AS REQUIRED BY MODIFIED PARTITION LAYOUT. CONFIRM FINAL LOCATIONS WITH ARCHITECT FOR DEVICES LOCATED IN ANY PUBLIC SPACES. 10. CONTRACTOR TO MODIFY SMOKE DETECTORS, ALARMS, AND STROBES FOR NEW LAYOUT TO MEET ALL APPLICABLE LOCAL BUILDING CODES, FIRE CODES, AND ADA GUIDELINES. 11. SWITCH PLATES AND OUTLETS SHALL MATCH BUILDING STANDARD. CONTRACTOR SHALL SUBMIT INFORMATION ON COVERPLATE MATERIAL TO ARCHITECT FOR APPROVAL. 12. SPRINKLER CONTRACTOR TO RELOCATE/RECONFIGURE EXISTING SPRINKLER HEADS AS REQUIRED BY NEW PARTITION LAYOUT AND NEW OR REMOVED CEILINGS. REFER TO KEYED NOTES BELOW FOR ADDITIONAL DESCRIPTION OF THE SCOPE OF WORK. PROVIDE COMPLETE ENGINEERED SHOP DRAWINGS FOR REVIEW BY ARCHITECT, AND APPROVAL BY LOCAL AUTHORITIES. 13. SPRINKLERS IN A.C.T. CEILINGS SHALL BE CENTERED IN TILES. 14. REMOVE AND RELOCATE EXIT SIGNS PER MODIFIED PARTITION LAYOUT, ACCORDING TO CODE REQUIREMENTS, AND BUILDING DEPARTMENT REQUIREMENTS. REFER TO ELECTRICAL ENGINEERING DRAWINGS. RCP SYMBOL LEGEND (E)EXISTING CEILING / LIGHTING TO REMAIN. 2 x 2 RECESSED INDIRECT BASKET FIXTURE. 1 x 4 FLOURESCENT UTILITY FIXTURE. INDIRECT PENDANT LAMP. PENDANT FIXTURE (TYPES A AND B). LARGE PENDANT FIXTURE. 6" DOWNLIGHT CAN. 6" WALL WASHER CAN. MODULAR TRACK LIGHTING. 2 x 2 A.C.T. SYSTEM. 4 x 2 A.C.T. SYSTEM. A.C.T. SYSTEM TO BE DEMOLISHED GYP. BD. ON MTL. STUD. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 3 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A301 BASEMENT LEVEL CEILING PLAN OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 BASEMENT LEVEL RCP RCP KEYNOTES 301 1 X 4 UTILITY FIXTURES IN UNFINISHED REC ROOM. HANG FROM CEILING JOISTS. 303 DECORATIVE WALL SCONCE SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. 304 EXPOSED TO STRUCTURE. 305 GYP. BD. CEILING, PAINT. 306 1 HR RATED GYP BD CEILING WITH BATT INSUL. 307 GARAGE DOOR OPENER ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 REF RCP SYMBOL LEGEND (E) EXISTING CEILING / LIGHTING TO REMAIN. 2 x 2 RECESSED INDIRECT BASKET FIXTURE. 1 x 4 FLOURESCENT UTILITY FIXTURE. INDIRECT PENDANT LAMP. PENDANT FIXTURE (TYPES A AND B). LARGE PENDANT FIXTURE. 6" DOWNLIGHT CAN. 6" WALL WASHER CAN. MODULAR TRACK LIGHTING. 2 x 2 A.C.T. SYSTEM. 4 x 2 A.C.T. SYSTEM. A.C.T. SYSTEM TO BE DEMOLISHED GYP. BD. ON MTL. STUD. 1 2 3 4 5 6 A B C D E F 302 302 302 303 303 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EQ EQ 4' - 9 3 / 8 " 5' - 2 7 / 8 " 6'-0" EQ EQ EQ EQ EQ EQ 2'-8 3/8"2'-7 3/4" 2' - 0 " 2'-7"2'-7" 4' - 3 1 / 8 " EQ EQ 2' - 4 " 4' - 0 " 3'-6"4'-6" EQ EQ EQ EQ 2' - 0 " 6' - 0 1 / 2 " 1' - 1 1 3 / 8 " 10 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3'-0 5/8"5'-0 3/8"2'-11 1/2" 308 303 310 311 312 312 313 313 1 A513 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9'-4" 309 313 3'-6" 5' - 4 " 3' - 8 5 / 8 " 3' - 7 3 / 8 " 4'-2 3/8"6'-6"6'-6" 3' - 1 1 5 / 8 " 2' - 8 5 / 8 " 1' - 1 0 5 / 8 " 7' - 0 " 7'-0"6'-11 1/2" 3'-0"3'-0"6'-10 3/8" 5'-0" CENTER ON WINDOW EQ EQ EQ EQ EQ EQ EQ EQ 1'-6" 313 313 2' - 2 " RCP GENERAL NOTES 1. ALL CEILINGS TO BE SET AT 9'-0" A.F.F. UNLESS NOTED OTHERWISE ON DRAWINGS. 2. ALL LIGHTING LOCATIONS TO TAKE PRECEDENCE OVER ALL OTHER CEILING AND PLENUM MOUNTED ITEMS. REFER TO ENGINEERING PLANS, IF PROVIDED, FOR FINAL LIGHTING LAYOUT. CONTRACTOR TO COORDINATE ANY DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO NOTIFY ARCHITECT OF ANY ABOVE-CEILING CONFLICTS WHICH IMPACT LIGHTING LAYOUT OR CEILING CONSTRUCTION PRIOR TO BEGINNING WORK. 4. CONTRACTOR TO VERIFY QUANTITIES OF FIXTURES AND DEVICES AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE REQUIRED SCOPE. 5. LOCATION OF NEW DOWNLIGHTS TO BE IN THE CENTER OF TILE UNLESS NOTED OTHERWISE. 6. HVAC CONTRACTOR TO COORDINATE SCOPE OF HVAC MODIFICATIONS WITH OWNER. REFER TO MECHANICAL DRAWINGS AND NOTES. 7. CLEAN OR REPAINT ALL SUPPLY & ALL EXISTING/REUSED DIFFUSERS AND RETURN GRILLES. 8. CONTRACTOR TO TEST AND BALANCE HVAC SYSTEM WITHIN SUITE AREAS. 9. RELOCATE THERMOSTATS WITHIN SUITE AS REQUIRED BY MODIFIED PARTITION LAYOUT. CONFIRM FINAL LOCATIONS WITH ARCHITECT FOR DEVICES LOCATED IN ANY PUBLIC SPACES. 10. CONTRACTOR TO MODIFY SMOKE DETECTORS, ALARMS, AND STROBES FOR NEW LAYOUT TO MEET ALL APPLICABLE LOCAL BUILDING CODES, FIRE CODES, AND ADA GUIDELINES. 11. SWITCH PLATES AND OUTLETS SHALL MATCH BUILDING STANDARD. CONTRACTOR SHALL SUBMIT INFORMATION ON COVERPLATE MATERIAL TO ARCHITECT FOR APPROVAL. 12. SPRINKLER CONTRACTOR TO RELOCATE/RECONFIGURE EXISTING SPRINKLER HEADS AS REQUIRED BY NEW PARTITION LAYOUT AND NEW OR REMOVED CEILINGS. REFER TO KEYED NOTES BELOW FOR ADDITIONAL DESCRIPTION OF THE SCOPE OF WORK. PROVIDE COMPLETE ENGINEERED SHOP DRAWINGS FOR REVIEW BY ARCHITECT, AND APPROVAL BY LOCAL AUTHORITIES. 13. SPRINKLERS IN A.C.T. CEILINGS SHALL BE CENTERED IN TILES. 14. REMOVE AND RELOCATE EXIT SIGNS PER MODIFIED PARTITION LAYOUT, ACCORDING TO CODE REQUIREMENTS, AND BUILDING DEPARTMENT REQUIREMENTS. REFER TO ELECTRICAL ENGINEERING DRAWINGS. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 5 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A302 MAIN LEVEL CEILING PLAN OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 MAIN LEVEL RCP RCP KEYNOTES 302 WALL-MOUNTED VANITY LIGHT SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE 303 DECORATIVE WALL SCONCE SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. 308 UNDER CABINET KITCHEN LIGHTING TO BE SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. 309 PENDANT LIGHT SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. 310 WOOD BEAM, RE: STRUC 311 DECORATIVE WOOD TRUSS, RE: STRUC 312 FIBER CEMENT SOFFIT BOARD, PAINT 313 SEMI FLUSH LIGHT FIXTURE TO BE SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 2 3 4 5 6 405 404 406 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 405 409 413 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8' - 4 " E D H E 414 415 417 401 402 404 418 2' - 9 " 18'-9 33/64" 17'-7 5/64" 12 7 12 7 2' - 9 " T.O.PLATE 109'-1 5/8" MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 123456 410 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ K J H H G D 251 401 404 414 412 405 402 12 7 12 7 17'-7 5/64" 18'-9 33/64" T.O.PLATE 109'-1 5/8" 3' - 0 " 3' - 9 " 4' - 0 " 3' - 0 " CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 7 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A401 EXTERIOR ELEVATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 EAST ELEVATION ELEVATION KEYNOTES 401 PREFIN. METAL GUTTERS. AND DOWNSPOUTS 402 FIBER CEMENT BOARD FASCIA. 404 FIBER CEMENT BOARD SIDING. 405 DECORATIVE WALL SCONCE SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. 406 WOOD COLUMN. 409 DECORATIVE METAL RAILING. 410 COMPOSITE WOOD DECK AND RAILING SYSTEM W/ COMPOSITE APRON OF WD FRAMING. 412 EXPOSED CONCRETE FOUNDATION WALLS. 413 INSULATED METAL PANEL GARAGE DOOR. 414 ALUM CLAD WOOD WINDOWS. BASIS OF DESIGN - MARVIN WINDOWS 415 WOOD TRUSS, RE: STRUCT 417 40 YEAR ASPHALT SHINGLES. BASIS OF DESIGN MALARKEY WINDSOR. 418 FIBER CEMENT WINDOW TRIM, TYP. ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A B C D E F 409 410 403 G1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ K 401 404 409 414 417 418405 405 D MM T.O.PLATE 109'-1 5/8" 2' - 9 " 3' - 0 " MAIN LEVEL 100'-0" 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ACDEF 409 405 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F F 401 414 412 417 418 409 410 T.O.PLATE 109'-1 5/8" 4' - 0 " CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 8 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A402 EXTERIOR ELEVATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 SOUTH ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION ELEVATION KEYNOTES 401 PREFIN. METAL GUTTERS. AND DOWNSPOUTS 403 STONE VENEER WITH CAP STONE TO MATCH CHURCH. 404 FIBER CEMENT BOARD SIDING. 405 DECORATIVE WALL SCONCE SELECTED BY OWNER. GC TO PROVIDE ALLOWANCE. 409 DECORATIVE METAL RAILING. 410 COMPOSITE WOOD DECK AND RAILING SYSTEM W/ COMPOSITE APRON OF WD FRAMING. 412 EXPOSED CONCRETE FOUNDATION WALLS. 414 ALUM CLAD WOOD WINDOWS. BASIS OF DESIGN - MARVIN WINDOWS 417 40 YEAR ASPHALT SHINGLES. BASIS OF DESIGN MALARKEY WINDSOR. 418 FIBER CEMENT WINDOW TRIM, TYP. ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" A B C D E ENTRY 201 KITCHEN 202 UNFINISHED 104 MECH / STOR 105 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A513 T.O.PLATE 109'-1 5/8" MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 56 1 A511 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 101 VEST 2 A511 SIM 103 STOR 103 STOR STAINED WD CAP WALL MNTD HAND RAIL T.O.PLATE 109'-1 5/8" CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 3 9 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A501 BUILDING SECTIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"2 EAST-WEST SECTION CUT THROUGH MAIN ENTRY 1/4" = 1'-0"1 NORTH-SOUTH SECTION CUT EAST SIDE CONSTRUCTION KEYNOTES ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 123456 2 A511 3 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A512 GUEST STUDY 208 HALLWAY 206 GARAGE 102 UNFINISHED 104 GUEST BEDROOM 218 CRAWL SPACE T.O.PLATE 109'-1 5/8" MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B C D E F 1 A502 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A511 LIVING 203 VEST 101GARAGE 102 T.O.PLATE 109'-1 5/8" MAIN LEVEL 100'-0" A B C D PRIEST BEDROOM 216 RESTROOM 215 1 A512 0" 2' - 9 " CRAWL SPACE T.O.PLATE 109'-1 5/8" GUEST BEDROOM 218 © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 4 1 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A502 BUILDING SECTIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 NORTH-SOUTH SECTION CUT MID-BUILDING 1/4" = 1'-0"2 BUILDING SECTION 1/4" = 1'-0"3 BUILDING SECTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" B GARAGE 102 LIVING 203 102A 2'-0 5/8" 8 A004 3 A004 2 A004 9 A801 VAPOR BARRIER CONC SLAB, RE: STRUC GARAGE DOOR AS SCHEDULED WALL TYPE, RE: WALL TYPE, RE:/2 A002 WINDOW SYSTEM ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS CEILING, RE: CEILING PLAN DAMPPROOFING /2 A002 PERIMETER DRAIN, RE: SOILS REPORT T.O.PLATE 109'-1 5/8" 2' - 9 " MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 6 GARAGE 102 2 A004 3 A004 9 A801 2 A801 VAPOR BARRIER CONC SLAB, RE: STRUC WINDOW SYSTEM WALL TYPE, RE:/2 A002 WALL TYPE, RE:/2 A002 WINDOW SYSTEM ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS CEILING, RE: CEILING PLAN DAMPPROOFING PERIMETER DRAIN, RE: SOILS REPORT T.O.PLATE 109'-1 5/8" 2' - 9 " MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" E 202 KITCHEN UNFINISHED 104 10 A004 9 A801 VAPOR BARRIER CONC SLAB, RE: STRUC WALL TYPE, RE: DOOR AS SCHEDULED ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS CEILING, RE: CEILING PLAN DAMPPROOFING /5 A002 /6 A002 WD COMPOSITE DECK WD FRAMING, RE: STRUC EXT LIGHT FIXTURE PERIMETER DRAIN, RE: SOILS REPORT T.O.PLATE 109'-1 5/8" © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 4 2 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A511 WALL SECTIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 3/4" = 1'-0"1 WALL SECTION 3/4" = 1'-0"2 WALL SECTION 3/4" = 1'-0"3 WALL SECTION ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" 1 2 A004 3 A004 1 A801 9 A801 JOISTS, RE: STRUC WALL TYPE, RE:/2 A002 WINDOW SYSTEM ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS CEILING, RE: CEILING PLAN DAMPPROOFING CONC FND, RE: STRUCT PERIMETER DRAIN, RE: SOILS REPORT T.O.PLATE 109'-1 5/8" 4' - 0 " BASEMENT LEVEL 90'-0" A B C 8' - 9 " 7 A801 8 A801 213 HALLWAY 105 MECH / STOR 2 A004 7 A004 12 A801 CONC FND, RE: STRUC CONC SLAB, RE: STRUC DAMPPROOFING CONC PORCH, RE: STRUC FLOOR JOIST, RE: STRUC WINDOW SYSTEM CEILING, RE: CEILING PLAN ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS WD FRAMING, RE: STRUC VAPOR BARRIER PERIMETER DRAIN, RE: SOILS REPORT T.O.PLATE 109'-1 5/8" MAIN LEVEL 100'-0" BASEMENT LEVEL 90'-0" 6 203 LIVING 102 GARAGE 5 A801 ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS 2" STONE HEARTH FLOOR JOIST, RE: STRUC CONC SLAB, RE: STRUCT VAPOR BARRIER DAMPPROFFING, RE: STRUC CONC FND & FOOTING, RE: STRUC GAS FIREPLACE GYP. BD. WALL, PAINT PERIMETER DRAIN, RE: SOILS REPORT WOOD MANTLE 1 A801 3 A004 2 A004 9 A801 T.O.PLATE 109'-1 5/8" © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 4 3 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A512 WALL SECTIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 3/4" = 1'-0"1 WALL SECTION 3/4" = 1'-0"2 WALL SECTION 3/4" = 1'-0"3 WALL SECTION AT CHIMNEY ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 MAIN LEVEL 100'-0" A B C 10 " 7' - 6 " 2 1 / 2 " 5 1 / 2 " 2" 5 1/2" 2" WD TRUSS, RE: STRUC FIBER CEMENT SOFFIT FIBER CEMENT FASCIA ASPHALT SHINGLES OVER UNDERLAYMENT ON SHEATHING WD BEAM, RE: STRUC WD BEAM, RE: STRUC WD POST, RE: STRUC CONC STOOP, RE: STRUC SLOPE FOR PROPER DRAINAGE CONC STEPS, RE: CIVIL CONC FOUNDATION, RE: STRUC DAMPPROFFING, RE: SPEC BATT INSUALTION PLWD SHEATHING ON JOISTS, RE: STRUCT DOOR AS SCHEDULED WALL TYPE, RE: PLAN 2X WD FRAMING, RE: STRUC SOFFIT BOARD 1X8 TRIM 9 A004 T.O.PLATE 109'-1 5/8" © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 4 4 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A513 WALL SECTIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 3/4" = 1'-0"1 WALL SECTION AT FRONT ENTRY ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 UP DN 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 F 101 90'-0" 11'-0 3/4" 5' - 3 " WALL MNTD WD HANDRAIL, STAIN 91'-1 85/256" 1X WD CAP, STAIN 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 6 E 3' - 3 3 / 4 " 15 TR @ 11" EA. 13'-9" 1'-6 5/8" WALL MNTD WD HANDRAIL FLR MNT WD RAIL W/ MTL BALUSTERS AT INTERIOR SIDE OF STAIR FLR MNT WD RAIL W/ MTL BALUSTERS 3'-2"2 1/2" STAINED WD TRIM AT FLOOR TO RECIEVE BALUSTER © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 4 5 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A601 VERTICAL CIRCULATION OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/2" = 1'-0"1 ENLARGED STAIR PLAN - BASEMENT LEVEL 1/2" = 1'-0"2 ENLARGED STAIR PLAN - MAIN LEVEL ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 DN UP 203 LIVING 201 ENTRY 202 KITCHEN ? ? 207 DEN 206 HALLWAY 214 PRIEST STUDY 213 HALLWAY 211 POWDER RM 210 GUEST RR 208 GUEST STUDY 215 RESTROOM 216 PRIEST BEDROOM 209 CLST 218 GUEST BEDROOM 212 LAUN 217 CLST 219 CLST 220 STAIR 204 DINING FINISH GENERAL NOTES: 1. ALL TRANSITIONS BETWEEN CARPET AND TILE FLOOR SHALL RECEIVE METAL TRANSITION STRIP - SCHLUTER RENO-TK DARK BRONZE COLOR, OR APPROVED EQUAL. SIZE PER TILE HEIGHT AND CARPET HEIGHT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FLOAT FLOORS AS NECESSARY FOR SMOOTH TRANSITION. 2. TRANSITIONS BETWEEN CPT AND UNFINISHED FLOORS SHALL RECEIVE RUBBER TRANSITION STRIP TO MATCH COLOR OF RUBBER BASE. 3. GROUT COLORS FOR FLOOR TILE TO BE SELECTED FROM MFR'S FULL LINE OF COLORS. LATICRETE, MAPEI, OR OTHER APPROVED MFR PER SPECIFICATIONS. 4. ALL TILE FLOORING AND ALL GROUT JOINTS TO RECEIVE MANUFACTURER RECOMMENDED NUMBER OF SEALER COATS AND R-111 IMPREGNATOR. PROVIDE OWNER WITH WARRANTY AND MAINTENANCE INFORMATION. 5. FLOORING MATERIALS SHALL EXTEND UNDERNEATH BUILT-IN MILLWORK, FURNITURE, ETC. 6. BIDDERS SHALL ALLOW FOR 10-12 WEEK LEAD TIME FOR ALL FLOORING. NO COSTS FOR QUICKSHIP OF ANY FLOORING MATERIAL SHALL BE INCLUDED IN BIDS. 7. PLUG AND PATCH SMOOTH ALL PENETRATIONS IN FLOORS PRIOR TO INSTALLATION OF FLOORING. 8. WALLS TO RECEIVE MINIMUM ONE COAT OF PRIMER AND TWO COATS OF PAINT, OR ADDITIONAL AS REQUIRED TO ACHIEVE FULL AND UNIFORM COVERAGE AND FINISH. SUBMIT PAINT DRAWDOWNS OF ALL PAINT COLORS SHOWING COLOR AND FINISH FOR ARCHITECT'S APPROVAL. 9. PREPARE ALL EXISTING WALL SURFACES SMOOTH TO RECEIVE NEW FINISHES. SKIM COAT WALLS AS NEEDED. ADDITIONAL PREP AS NECESSARY FOR ANY SPECIALTY FINISHES. PATCH GYP. BD. IN EXISTING WALLS WHERE TRIMWORK, OUTLETS, OR DEVICES HAVE BEEN ABANDONED OR REMOVED. 10. ALL FLOORING TRANSITIONS AT INTERIOR DOORWAYS SHALL BE CENTERED BELOW LEAF OF DOOR, UNO. 11. AT ALL WOOD TRIM ELEMENTS, PAINTED AND STAINED, PROVIDE PAINTABLE CAULK ALONG EDGES WHERE TRIM MEETS OTHER SURFACES. EASE EDGES AT OUTSIDE CORNERS OF ALL WOOD TRIM PRIOR TO FINISHING. 12. (PT-1) ON ALL FINISHED WALLS, AND (PT-5) ON GYP. BD. CEILING, UNO. REFER TO SCHEDULE FOR LOCATIONS OF ACCENT PAINT AND SPECIALTY FINISHES. 13. AT ROOMS NOT LISTED. OR ROOMS WHERE NO FINISH IS INDICATED, GC IS TO PATCH, REPAIR (INCLUDING PAINT) WHERE FLOOR, WALL, OR CEILING SURFACES ARE AFFECTED BY MECHANICAL AND ELECTRICAL WORK. AS WORK IS RELATED TO MEANS AND METHODS, THIS WORK MAY OR MAY NOT BE INDICATED ON THE DRAWINGS OR IN THE ROOM FINISH SCHEDULE. 14. AT ALL EXISTING INTERIOR (NON-PAINTED) CMU, TILE, P-LAM - DO NOT PAINT THESE SURFACES UNLESS PREVIOUSLY APPROVED BY THE ARCHITECT.UNFINISHEDCRAWLSPACEMECH / STOR 105 GARAGE 102 VEST 101 STOR 103 © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 4 7 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A700 FINISH PLAN & SCHEDULE OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION ROOM FINISH SCHEDULE NUMBER NAME FLOOR BASE FINISH WALLS COMMENTSMtrl. Fin. North East South West Mtrl. Mtrl. Mtrl. Mtrl. 101 VEST LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 102 GARAGE CONC PT-1 PT-1 PT-1 PT-1 SMOOTH FINISH 103 STOR CONC PT-1 PT-1 PT-1 PT-1 104 UNFINISHED CONC PT-1 PT-1 PT-1 PT-1 105 MECH / STOR CONC PT-1 PT-1 PT-1 PT-1 201 ENTRY LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 202 KITCHEN LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 203 LIVING LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 204 DINING LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 205 PANTRY LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 206 HALLWAY LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 207 DEN LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 208 GUEST STUDY LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 209 CLST LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 210 GUEST RR TILE PTD. PDF PT-1 PT-1 PT-1 PT-1 211 POWDER RM LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 212 LAUN LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 213 HALLWAY LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 214 PRIEST STUDY LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 215 RESTROOM TILE PTD. PDF PT-1 PT-1 PT-1 PT-1 216 PRIEST BEDROOM LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 217 CLST LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 218 GUEST BEDROOM LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 219 CLST LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 220 STAIR LVT PTD. PDF PT-1 PT-1 PT-1 PT-1 FINISHES LEGEND SYMBOLS TYPE MFR STYLE/COLOR REMARKS GR-1 GRANITE TBD COUNTERTOPS. LVT-1 LUXURY VINYL TILE TBD ENTRY, KITCHEN, DINING AND LIVING SPACE, BEDROOMS PT-1 PAINT TBD ALL WALLS U.N.O. PT-2 PAINT TBD CEILINGS PT-3 PAINT TBD CHAPEL PT-4 PAINT TBD EXTERIOR SIDING PT-5 PAINT TBD EXTERIOR TRIM PT-6 PAINT TBD ROOF FASCIA PT-7 PAINT TBD ST-1 STAIN TBD CABINETS. ST-2 STAIN TBD EXTERIOR TRUSS AND POSTS AT ENTRY TILE-1 CERAMIC TILE TBD BATHROOM SHOWERS WB-1 WOOD BASE TBD THROUGHOUT 3/16" = 1'-0"1 MAIN LEVEL FINISH PLAN 3/16" = 1'-0"2 BASEMENT LEVEL FINISH PLAN ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 1 Reviewed by SAFEbuilt 08/16/2022 DINING 204 LIVING 203 MTL BALUSTERS, TYP STAIN WD CAP, TYP 5 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3'-0" TV LOCATION -PROVIDE POWER LIVING 203 ENTRY 201 OPEN TO HALLWAY BEYOND OPEN TO BEYOND 2'-6"2'-9 1/8"2'-9"1'-3"3'-4 1/2"3'-2 7/8"6'-9 1/2" KITCHEN 202 ENTRY 201 TILE BACKSPLASH 2" FILLER 3'-0" 2 1/2" FILLER 1'-3"2'-9"2'-9 1/8"2'-6" 1 1/2" FILLER EXHAUST HOOD 2'-6"2'-6"2'-6" DINING 204 KITCHEN 202 TILE BACKSPLASH 2'-6" 3'-6" WALL MNT LIGHT FIXT SOLID SURFACE COUNTERTOP MIRROR BY OWNER 3'-6" WALL MNTD FIXTURE MIRROR BY OWNER SOLID SURFACE COUNTERTOP FULL HT TILE PATTERN TBD FULL HT TILE PATTERN TBD WD SHELVES, PNT 6'-0". WALL MNTD FIXTURE MIRROR BY OWNER SOLID SURFACE COUNTERTOP 3'-6" FULL HT TILE PATTERN TBD 6'-0". FULL HT TILE, PATTERN TBD STORAGE CABINET CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS AND WALL TYPES. 3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1”PLENUM- RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION. 5. ALL PERIMETER DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 6. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE. 7. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED. 8. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”. 9. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS. 10. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT. 11. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 5 0 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A710 INTERIOR ELEVATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/4" = 1'-0"1 LIVING SPACE - SOUTH VIEW 1/4" = 1'-0"2 ENTRY - WEST VIEW 1/4" = 1'-0"3 KITCHEN - NORTH VIEW 1/4" = 1'-0"4 KITCHEN & DINING - EAST VIEW 1/4" = 1'-0"5 POWDER ROOM 211 - SOUTH VIEW 1/4" = 1'-0"6 POWDER ROOM 211 - WEST VIEW 1/4" = 1'-0"7 POWDER ROOM 211 - NORTH VIEW 1/4" = 1'-0"8 POWDER ROOM 211 - EAST VIEW 1/4" = 1'-0"9 GUEST RESTROOM 210 - SOUTH VIEW 1/4" = 1'-0"10 GUEST RESTROOM 210 - WEST VIEW 1/4" = 1'-0"11 GUEST RESTROOM 210 - NORTH VIEW 1/4" = 1'-0"12 GUEST RESTROOM 210 - EAST VIEW 1/4" = 1'-0"13 RESTROOM 215 - SOUTH VIEW 1/4" = 1'-0"14 RESTROOM 215 - WEST VIEW 1/4" = 1'-0"15 RESTROOM 215 - NORTH VIEW 1/4" = 1'-0"16 RESTROOM 215 - EAST VIEW ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 DW 1'-9"1'-9"3'-6" 3'-0" EQ EQ 3'-0" 4'-0" © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 5 0 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A711 INTERIOR ELEVATIONS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1/2" = 1'-0"1 KITCHEN ISLAND - NORTH 1/2" = 1'-0"2 KITCHEN ISLAND - SOUTH 1/2" = 1'-0"3 KITCHEN ISLAND - WEST ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 WALL ASSEMBLY REF: FLASHING /2 A002 CONC FOUNDATION, RE: STRUCT DAMPPROOFING VARIES 8" MIN SIDING TO OVERLAP FOUNDATION BY 3/4" WALL ASSEMBLY REF: FLASHING /2 A002 CONC FOUNDATION, RE: STRUCT DAMPPROOFING CONC SLAB VAPOR BARRIER RE: STRUC VARIES RE: CICVIL WALL ASSEMBLY REF: EXTEND FLASHING 1" ON TO SLOPING STONE CAP /2 A002 WALL ASSEMBLY REF:/1 A002 6'-0" 8" 6" 1'-0" 8" 2" 8x8 ROUGH SAWN WD MANTLE 4X6 ROUGH SAWN MANTLE SUPPORTS 2" LIMESTONE HEARTH W/ ROUGH CUT EDGES 1" SPLIT FACE LIMESTONE IN AHSLAR PATTERN 1" SPLIT FACE LIMESTONE IN ASHLAR PATTERN GAS FIREPLACE SHOWN DASHED BLOCKING AS NEEDED ASPHALT SHINGLES OVER UNDERLAYMENT ON 2X WD FRAMING, RE: STRUC CEMENTIOUS SOFFIT BOARD PREFAB WD TRUSS, RE: STRUC ASPHALT SHINGLE OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS, RE: STRUC PREFINISHED FLASHING PREFINISHINED GUTTER 1X8 FASCIA BOARD CEMENTIOUS SOFFIT BOARD WD FRAMING SUPPORT, RE: STRUC CUT RAFTER TAIL AS REQ'D TO ACCOMDATE SOFFIT HEIGHT PER PLAN ASPHALT SHINGLE OVER UNDERLAYMENT ON SHEATHING ON PREFAB WD TRUSS, RE: STRUC PREFINISHED FLASHING PREFINISHINED GUTTER 1X8 FASCIA BOARD CEMENTIOUS SOFFIT BOARD W/ CONT VENT WALL ASSEMBLY RE:/2 A002 6 7/8" 3'-3 3/4" 11'-4" 11 3/4" 4 1/4" 6"7'-8"6" 4 1/4" 11 3/4" 6 " 4" 6" 4 "4" 1 1/2" 6x8 4X6 ASPHALT SHINGLE UNDERLAYMENT SHEATHING WD FRAMING, RE: STRUC SOFFIT BOARD ON 2X WD PONY WALL 6X10 WD BEAM, STAIN RE: STRUC 4X8 WD BEAM, STAIN RE: STRUC CUT RAFTER TAIL AS REQ'D TO ACHIEVE SOFFIT HEIGHT SOFFIT BOARD CAULK CAULK, TYP 2 1/4" DECKING PER STRUCT JOIST, RE: STRUC CONC FOUNDATION, RE: STRUCT DAMPPROOFING WALL ASSEMBLY REF:/2 A002 1x6 WD TRIM, PAINT FLASHING FLASHING SET IN BED OF SEALANT © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 5 1 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A801 DETAILS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1 1/2" = 1'-0"1 FOUNDATION DETAIL AT SIDING 1 1/2" = 1'-0"2 FOUNDATION DETAIL AT STONE 1 1/2" = 1'-0"3 SLOPED STONE DETAIL 1 1/2" = 1'-0"5 FIREPLACE HEARTH 1 1/2" = 1'-0"7 DETAIL AT SLOPED ROOF 1 1/2" = 1'-0"8 FASCIA AT SLOPED ROOF 1 1/2" = 1'-0"9 FASCIA AT SOFFIT, TYP 1/2" = 1'-0"10 TRUSS ELEAVTION 1 1/2" = 1'-0"11 SOFFIT DETAIL AT ENTRY 1 1/2" = 1'-0"12 WALL DETAIL AT PORCH ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 6/ 2 3 / 2 0 2 2 1 0 : 3 1 : 5 9 A M C: \ U s e r s \ J o h n S a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - OL O M _ R e c t o r y _ R 2 1 _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p. c o m . r v t A901 RENDERINGS OU R L A D Y O F T H E M O U N T A I N S NE W R E C T O R Y C O N S T R U C T I O N 85 1 V I S T A L A N E | E S T E S P A R K , C O | 8 0 5 1 7 PROJECT: 1723 NEW RECTORY CONSTRUCTION 1 PERSPECTIVE VIEW 1 2 PERSPECTIVE VIEW 2 ∆ISSUE DATE PERMIT SET 23 MAY 2022 1 BLDG DEPT RESPONSE #1 23 JUNE 2022 5.23.22 1 Reviewed by SAFEbuilt 08/16/2022 Reviewed by SAFEbuilt 08/16/2022 Reviewed by SAFEbuilt 08/16/2022 Reviewed by SAFEbuilt 08/16/2022 PROVIDE SOILS REPORT ON SITE, OPEN HOLE REQUIRED Reviewed by SAFEbuilt 08/16/2022 Reviewed by SAFEbuilt 08/16/2022 HVAC LEGEND: ROUND DUCT (NEW SHADED/EXISTING UNSHADED) RECT TAKE-OFF W/ DAMPER FROM ROUND MAIN RECT TAKE-OFF W/ DAMPER FROM RECT MAIN ROUND TAKE-OFF W/ DAMPER FROM ROUND MAIN ROUND TAKE-OFF W/ DAMPER FROM RECT MAIN DUCT WITH MOTORIZED DAMPER DUCT WITH COUNTERBALANCED DAMPER RETURN/EXHAUST GRILLE (DUCTED) AIRFLOW PATTERNS THERMOSTAT WITH ZONE TAG FIRE DAMPER TAG FIRE/SMOKE DAMPER WITH DUCT DETECTOR DUCT WITH VOLUME DAMPER RETURN GRILLE (UNDUCTED) DIFFUSER WITH FLEX DUCT F FS RECT DUCT SIZE CHANGE RECT DUCT CHANGE TO ROUND RECT ELBOW UP (SUPPLY) RECT ELBOW UP (NON-SUPPLY) RECT ELBOW DOWN (SUPPLY) RECT ELBOW DOWN (NON-SUPPLY) ROUND ELBOW DOWN ROUND ELBOW UP ROUND ELBOW RECT ELBOW W/ TURNING VANES RECT DUCT (NEW SHADED/EXISTING UNSHADED) SENSOR WITH ZONE TAG SMOKE DAMPER WITH DUCT DETECTORSD CARBON DIOXIDE SENSOR RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION HP REFRIGERANT HIGH PRESSURE LP REFRIGERANT LOW PRESSURE DEMOLISHED DUCTWORK C Z-* S Z-* T Z-* CEILING RADIATION DAMPER TAGR MECHANICAL DRAWING INDEX SHEET NUMBER SHEET NAME MECHANICAL DRAWING INDEX SHEET NUMBER SHEET NAME H0.1 HVAC NOTES, LEGEND, AND DRAWING INDEX H2.1 HVAC FLOOR PLANS H8.1 HVAC SCHEDULES AND DETAILS H8.2 HVAC SCHEDULES GENERAL MECHANICAL REQUIREMENTS: CODES AND PERMITS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES. PERMITS NECESSARY FOR PERFORMANCE OF WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. DRAWINGS AND COORDINATION DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC IN NATURE, AND ARE NOT INTENDED TO BE SCALED FOR EXACT MEASUREMENTS NOR TO SERVE AS SHOP DRAWINGS. CHANGES FROM THE PLANS MADE WITHOUT CONSENT OF THE ENGINEER SHALL RELIEVE THE ENGINEER OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE CONDITIONS REQUIRE REASONABLE CHANGES TO THOSE INDICATED ON THE DRAWINGS, MAKE SUCH CHANGES WITHOUT ADDITIONAL COST TO THE OWNER. COORDINATE ALL WORK WITH OTHER TRADES. WARRANTY WORKMANSHIP, MATERIALS, EQUIPMENT AND PROPER OPERATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE FROM THE OWNER. INITIAL ACCEPTANCE OF WORK SHALL NOT WAIVE THIS GUARANTEE. THIS GUARANTEE SHALL NOT INCLUDE NORMAL MAINTENANCE REQUIRED BY THE OWNER AS DESCRIBED IN EQUIPMENT OPERATION AND MAINTENANCE MANUALS. SUBMITTALS CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A PORTABLE DOCUMENT FORMAT "PDF" COPY OF SUBMITTAL BROCHURES FOR REVIEW. PROVIDE INFORMATION ON ALL MAJOR EQUIPMENT AS LISTED ON DRAWING EQUIPMENT SCHEDULES, AS WELL AS VALVES, DUCTWORK ACCESSORIES AND TEMPERATURE CONTROL DIAGRAMS AS APPLICABLE. OPERATION AND MAINTENANCE MANUALS CONTRACTOR SHALL FURNISH AT THE COMPLETION OF THE PROJECT A PORTABLE DOCUMENT FORMAT "PDF" COPY OF COMPLETE OPERATION AND MAINTENANCE MANUALS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO TURNOVER TO OWNER. MANUALS TO BE BOUND AND INCLUDE INSTALLATION INSTRUCTIONS, REPLACEMENT PARTS LISTS AND MAINTENANCE INFORMATION ON ALL EQUIPMENT AS DESCRIBED IN THE SUBMITTALS SECTION. COMPLETED OPERATION AND MAINTENANCE MANUALS ARE TO BE FORWARDED TO THE OWNER WITHIN 90 DAYS AFTER OWNER BUILDING ACCEPTANCE. PRODUCT SUBSTITUTIONS MANUFACTURER MODEL NUMBERS LISTED ON THE DRAWINGS AND/OR SPECIFICATIONS ARE TO BE CONSIDERED AS THE BASIS OF DESIGN. WHERE TWO OR MORE ALTERNATE MANUFACTURERS OR MATERIALS ARE LISTED, THE CHOICE OF THESE SHALL BE OPTIONAL WITH THE CONTRACTOR. PRIOR TO THE AWARDING OF THE CONTRACT, CONTRACTOR MAY REQUEST A PROPOSED SUBSTITUTION OF MATERIALS IN WRITING TO THE ARCHITECT/ENGINEER NO LATER THAN SEVEN DAYS PRIOR TO THE RECEIPT OF BIDS. THE COST OF ANY CHANGES REQUIRED BY OTHER TRADES, INCLUDING A/E DESIGN, DUE TO THE USE OF EQUIPMENT AND/OR MATERIALS OTHER THAN THAT OF THE BASIS OF DESIGN SHALL BE PAID BY THE CONTRACTOR. RECORD DRAWINGS CONTRACTORS SHALL MAINTAIN A COMPLETE AND ACCURATE SET OF MARKED UP DRAWINGS SHOWING ACTUAL LOCATIONS OF INSTALLED WORK. THESE DRAWINGS ARE TO BE FORWARDED TO THE OWNER AS PART OF THE OPERATION AND MAINTENANCE MANUALS AT THE COMPLETION OF THE PROJECT. ACCESS DOORS PROVIDE ALL ACCESS DOORS/PANELS AS REQUIRED FOR ACCESS TO VALVES, DAMPERS, CONTROL DEVICES, FILTERS AND ANY OTHER ITEMS FOR WHICH ACCESS IS REQUIRED FOR EITHER OPERATION OR SERVICING. WHERE ACCESS DOORS ARE TO BE INSTALLED IN ASSEMBLIES REQUIRED TO HAVE A SPECIFIC FIRE RATING, ACCESS DOORS SHALL ALSO BE FIRE RATED. PIPING AND DUCTWORK SEALANT THROUGH RATED ASSEMBLIES PENETRATIONS SHALL BE SEALED AS REQUIRED IN ACCORDANCE WITH BUILDING AND MECHANICAL CODES TO RESIST THE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION IN ORDER TO MAINTAIN THE RESISTANCE RATING OF THE CONSTRUCTION BEING PENETRATED. PROTECTION OF MATERIALS AND EQUIPMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL WORK, MATERALS, AND EQUIPMENT PROVIDED UNDER THIS SECTION. PIPE OPENINGS SHALL BE CLOSED WITH CAPS OR PLUGS TO PREVENT THE ENTRANCE OF DEBRIS DURING CONSTRUCTION. ALL DUCTWORK OPENINGS SHALL BE SEALED CLOSED DURING CONSTRUCTION. EQUIPMENT AND PIPING IDENTIFICATION PROVIDE EQUIPMENT LABELS FOR ALL MAJOR EQUIPMENT, INCLUDING BUT NOT LIMITED TO AIR HANDLING SYSTEMS, FANS, VAV BOXES, CONTROLS, DAMPERS, CONTROL VALVES AND PUMPS. PROVIDE PIPE MARKERS ON CW, HW AND HWC SYSTEMS. LABELS TO BE AT MAXIMUM 8 FEET APART, WITH FLOW DIRECTION INDICATED, AS APPLICABLE. ADDITIONALLY, PROVIDE LABELING ON POTABLE WATER MANIFOLDS INDICATING PLUMBING FIXTURE SERVED BY THE OUTLET, AS APPLICABLE. LABELS SHALL BE AFFIXED OR ADHERED PERMANENTLY TO EQUIPMENT. EQUIPMENT INSTALLED INDOORS TO BE LABELED WITH EMBOSSING TAPE. EQUIPMENT INSTALLED OUTDOORS TO BE LABELED WITH ENGRAVED PLASTIC LAMINATE SIGNS. PIPE MARKERS TO BE SELF-ADHESIVE, MANUFACTURED FOR SUCH PURPOSE. STARTERS AND DISCONNECTS EQUIPMENT STARTERS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. EQUIPMENT DISCONNECTS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. STARTERS SHALL BE NEMA TYPE, AND SHALL INCLUDE PHASE MONITORING FOR MOTORS 5 HP AND LARGER. TESTING TESTING SHALL BE PERFORMED ON THE FOLLOWING SYSTEMS SPECIFIED. ALL SYSTEMS LISTED MAY NOT BE INCLUDED IN PROJECT, REFER TO DRAWINGS FOR APPLICABLE SYSTEMS. SOIL, WASTE AND STORM DRAINAGE PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES. DOMESTIC WATER PIPING SHALL BE TESTED AND PROVEN WATERTIGHT UNDER A PRESSURE NOT LESS THAN THE WORKING PRESSURE OF THE SYSTEM FOR A 24 HOUR PERIOD. DOMESTIC WATER PIPING SYSTEM SHALL BE CHLORINATED AND STERILIZED IN ACCORDANCE WITH REQUIREMENTS OF LOCAL JURISDICTION. NATURAL GAS PIPING SHALL BE TESTED WITH AN AIR PRESSURE OF MINIMUM TWO TIMES THE DESIGN SYSTEM PRESSURE, BUT NO LESS THAN 3 PSIG, FOR A PERIOD OF 24 HOURS WITHOUT PRESSURE DROP. BALANCING SYSTEM BALANCING SHALL BE PERFORMED BY A CERTIFIED BALANCING CONTRACTOR. BALANCE ALL SYSTEMS INCLUDING AIRFLOW TO AND FROM ALL OPENINGS, AND PUMPED WATER SYSTEMS INCLUDING DOMESTIC WATER RECIRCULATION SYSTEMS AS APPLICABLE. MAKE ANY ADJUSTMENTS NECESSARY TO RESULT IN CONDITIONS INDICATED AND PROVIDE READJUSTMENTS TO ITEMS IN REPORT AS MAY BE REQUESTED BY ARCHITECT/ENGINEER. SUBMIT TWO COPIES OF TEST AND BALANCE REPORT FOR APPROVAL. FAN AND PUMP SYSTEMS TO BE BALANCED WITHIN PLUS OR MINUS 5 PERCENT OF LISTED VALUES. AIR INLETS AND OUTLETS TO BE BALANCED WITHIN PLUS 10 PERCENT OR MINUS 5 PERCENT OF LISTED VALUES. BALANCE REPORT TO INCLUDE: UNIT IDENTIFICATION MANUFACTURER AND NAMEPLATE DATA EQUIPMENT NAMEPLATE AMPERAGE AND ACTUAL AMPERAGE RPM (DESIGN AND ACTUAL) FAN CFM (DESIGN AND ACTUAL) FAN STATIC PRESSURE (DESIGN AND ACTUAL) PUMP GPM (DESIGN AND ACTUAL) PUMP DISCHARGE AND SUCTION PRESSURE REGISTER, GRILLE, DIFFUSER REFERENCE NUMBER AND LOCATION INLET/OUTLET CFM (DESIGN AND ACTUAL) FLOW DEVICE PRESSURE DROP, CFM OR GPM A FINAL BALANCING REPORT SHALL BE PROVIDED TO THE OWNER AFTER COMPLETION OF THE PROJECT. CLEANING AT THE COMPLETION OF WORK, ALL FIXTURES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND DELIVERED IN A CONDITION SATISFACTORY TO THE ARCHITECT. ALL FILTERS SHALL BE REPLACED WITH NEW PRIOR TO OWNER ACCEPTANCE OF THE BUILDING. PRE-BID FOR EXISTING BUILDINGS, THE BIDDERS SHALL PERFORM A BUILDING AND SPACE SITE VISIT PRIOR TO BID. THE ACT OF SUBMITTING A BID INDICATES THE BIDDER DOES AGREE THEY HAVE A FULL UNDERSTANDING OF THE SCOPE OF WORK INVOLVED WITH THE EXISTING CONDITIONS. ALTITUDE SUPPLIERS SHALL CONFIRM THAT ALL EQUIPMENT BEING FURNISHED IS APPROPRIATE FOR USE AT THE ALTITUDE OF THE SITE. GENERAL MECHANICAL NOTES 1 MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. THE MECHANICAL DESIGN IS BASED ON THE 2015 INTERNATIONAL MECHANICAL CODE. 2 ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL - CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF SMACNA OR AS REQUIRED BY ALL APPLICABLE CODES. 3 CONSTRUCT ALL SUPPLY AND RETURN DUCTWORK TO SMACNA 1" PRESSURE CLASS. 4 CONSTRUCT ALL EXHAUST DUCTWORK TO SMACNA 0.5" PRESSURE CLASS. 5 DIMENSIONS OF DUCTWORK SHOWN INDICATES CLEAR INSIDE DIMENSIONS - WHERE DUCT LINER IS TO BE ADDED, INCREASE THE SIZE OF SHEET METAL ACCORDINGLY. 6 UNLESS NOTED OTHERWISE, THE SIZE OF THE BRANCH DUCT SERVING A SINGLE DIFFUSER SHALL BE THE SAME AS THE NECK SIZE OF THE DIFFUSER SERVED. FLEXIBLE DUCTWORK SHALL NOT EXCEED 8'-0" IN LENGTH. FLEXIBLE DUCTWORK SHALL BE UL181 LISTED WITH 50/25 SMOKE/FLAME RATING, CONSISTING OF POLYESTER FILM ENCAPSULATING AN INNER CORROSION RESISTANT STEEL WIRE HELIX CORE. FLEXIBLE DUCT SHALL INCLUDE AN EXTERIOR FIBERGLASS INSULATION WITH FOIL SCRIM FILM VAPOR BARRIER JACKET, R-6. 7 MAINTAIN A MINIMUM 10'-0" SEPARATION FROM OUTSIDE AIR INTAKES TO EXHAUST TERMINATIONS AND PLUMBING VENTS. 8 MAINTAIN A MINIMUM 3'-0" SEPARATION FROM EXHAUST TERMINATIONS TO OPERABLE WINDOWS AND DOORS. 9 WALL MOUNTED THERMOSTATS AND SENSORS SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. THERMOSTATS AND SENSORS LOCATED ON EXTERIOR WALL SURFACES SHALL BE PROVIDED WITH AN INSULATED SUB-BASE. 10 THERMOSTATS FOR COOLING AND HEATING EQUIPMENT SHALL BE 7-DAY PROGRAMMABLE TYPE, 4 PERIODS PER DAY, 10-HOUR BATTERY BACK-UP, 2-HOUR OVERRIDE, 5 DEG DEAD-BAND, HEAT/COOL/OFF/AUTO CHANGEOVER, AUTO SETBACK TO 55 DEG F (HEAT) AND 85 DEG F (COOL), LCD BACKLIT DISPLAY, HARD WIRED POWER, HARD WIRED CONTROL. 11 TEMPORARY HEATING: THE PERMANENT HVAC SYSTEM MAY NOT BE UTILIZED FOR HEATING UNTIL ALL GYPSUM WORK IS COMPLETED AND HAS BEEN PAINTED. IF THE PERMANENT HVAC SYSTEM IS UTILIZED DURING CONSTRUCTION, ALL DUCT INTAKES SHALL BE COVERED WITH FILTER MEDIA (MERV-8 RATING). IF EXCESSIVE DUST OR DEBRIS HAS ENTERED THE SYSTEM THEN ALL COIL AND DUCT SURFACES SHALL BE CLEANED. NEW FILTERS ARE TO BE PROVIDED JUST PRIOR TO TURNOVER TO OWNER. TEMPORARY HEATING OF THE BUILDING PRIOR TO ANY USE OF THE PERMANENT HVAC SYSTEM SHALL BE THE RESPONSIBILITY OF THE G.C. 12 CLOTHES DRYER EXHAUST: DUCTWORK SHALL BE RIGID AND CONSTRUCTED OF ALUMINUM. TRANSITION DUCTWORK INTO DRYER BOX MAY BE OF FLEXIBLE MATERIAL LISTED FOR SUCH USE. DUCTS SHALL NOT BE INSTALLED WITH SCREWS OR FASTENERS THAT WILL OBSTRUCT AIRFLOW. DUCT ELBOWS SHALL BE OF LONG SWEEP TYPE MODEL LT90 DRYER-ELL AS MANUFACTURED BY IN-O-VATE TECHNOLOGIES (OR APPROVED). PROVIDE FACTORY FABRICATED WALL BOX FOR EACH DRYER. DRYER BOX MODEL 425 FOR UPWARD FLOW AND MODEL 4D FOR DOWNWARD FLOW AS MANUFACTURED BY IN-O-VATE TECHNOLOGIES (OR APPROVED). WALL BOX SHALL BE CLASSIFIED FOR USE IN A THROUGH-PENETRATION FIRESTOP SYSTEM WHEN INSTALLED PER MANUFACTURER'S LISTING INSTRUCTIONS AS REQUIRED. 13 FIRE DAMPERS SHALL BE 'B' TYPE, WITH BLADES ENTIRELY OUT OF AIRSTREAM. 14 REFRIGERATION PIPING FOR SYSTEMS 5 TONS AND LESS SHALL BE KIT TYPE. THE KIT SHALL BE SIZED AND PROVIDED BY THE EQUIPMENT SUPPLIER AND INSTALLED BY THE MC. THE SUCTION LINE SHALL BE INSULATED WITH MINIMUM 1 INCH CLOSED CELL FOAM INSULATION. INSULATION INSTALLED OUTSIDE OF THE BUILDING SHALL BE ADDITIONALLY ENCASED IN A UV/TEAR PROTECTIVE SLEEVE. 15 TEMPERATURE CONTROLS SHALL BE DESIGN BUILD, CUSTOM, FIELD FABRICATED TO MATCH CORRESPONDING EQUIPMENT. THE SYSTEM SHALL UTILIZE STAND ALONE ELECTRONIC COMPONENTS. THE CONTRACTOR SHALL PROPERLY SELECT, PROVIDE AND INSTALL SYSTEM(S) INCLUDING ALL COMPONENTS NECESSARY FOR A FULL AND COMPLETE, OPERATIONAL SYSTEM. THIS INCLUDES, BUT IS NOT LIMITED TO: LOW VOLTAGE WIRING, THERMOSTATS, DAMPER MOTORS, SOLENOIDS, RELAYS, CONTACTORS, STARTERS, TIME CLOCKS, CONTROL PANELS, SYSTEM COMMISSIONING AND OWNER TRAINING. ALL LINE VOLTAGE INTERFACING SHALL BE COORDINATED DIRECTLY WITH THE ELECTRICAL CONTRACTOR. PROVIDE SUBMITTALS ON COMPONENTS AND WIRING DIAGRAMS PRIOR TO ORDERING 16 HANGING, ANCHORING AND SUPPORT OF EQUIPMENT, DUCTS, PIPING AND ACCESSORIES IS DESIGN BUILD BY THE MC. THE SUPPORTS SHALL MEET CODE. 17 ALWAYS INSTALL EQUIPMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. MECHANICAL ENERGY CODE INSULATION NOTES AND 1 THE MECHANICAL DESIGN IS BASED ON THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 2 ALL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE SEALED AIRTIGHT WITH DUCT SEALANT ALONG ALL SEAMS AND JOINTS. 3 SEE HVAC INSULATION SCHEDULE FOR DUCT INSULATION REQUIREMENTS. DRAWN BY: CHECKED BY: JOB NUMBER: DATE: H0.1 HV A C N O T E S , L E G E N D , AN D D R A W I N G I N D E X JKM 07/29/2022 TMS OU R L A D Y O F T H E M O U N T A I N S 85 1 V I S T A L A N E ES T E S P A R K , C O 8 0 5 1 7 22-123 NE W R E C T O R Y C O N S T R U C T I O N Reviewed by SAFEbuilt 08/16/2022 D 469 SF 021-80%-Storage-Room Garage 102 207 SF 021-80%-Storage-Room Mech/Stor 105 440 SF 021-LIVING-QUARTERS (F)BED ROOM 104 64 SF 021-80%-Corridor Vest 101 77 SF 021-80%-Corridor Storage 103 14 " x 1 0 " 12 " x 8 " 6"ø 6"ø 6"ø 6"ø12"x6" 14 " x 1 0 " 6"ø 6"ø 6"ø6"ø 6"ø6"ø8" ø 6"ø 10 " x 8 " 8"x8" 6" ø 6"ø 14 " x 1 0 " 16 " x 1 0 " 24"x8" 10"x4" 18"x16" 22"x16" 12"x6" 10"x4" RD-3 40 EBB-1 10"x4" RD-3 110 10"x4" RD-3 50 VF-1 4"ø FUR-1 DXC-1 HUM-1 8"ø 1 2 3 4 55 5 5 5 5 5 5 55 5 5 5 6 6 FD7 FD 7 FD7 46 SF 015-80%-Corridor Hallway 213 18 SF 015-80%-Storage-Room Closet 209 111 SF 021-LIVING-QUARTERS Den 207 69 SF 015-80%-Restroom Guest RR 210 47 SF 015-80%-Restroom Powder RM 211 87 SF 015-80%-Storage-Room Hallway 206 159 SF 021-LIVING-QUARTERS Priest Bedroom 216 72 SF 015-80%-Restroom Restroom 215 131 SF 021-LIVING-QUARTERS Guest Bedroom 218 55 SF 021-LIVING-QUARTERS Entry 201 327 SF 021-LIVING-QUARTERS Kitchen 202 533 SF 021-LIVING-QUARTERS Living/Dining 203 95 SF 021-LIVING-QUARTERS Guest Study 208 108 SF 021-LIVING-QUARTERS Priest Study 214 10"x4" RD-3 90 10"x4" RD-3 90 10"x4" RD-3 60 10"x4" RD-3 110 10"x4" RD-3 75 10"x4" RD-3 40 10"x4" RD-3 75 10"x4" RD-3 100 10"x4" RD-3 100 10"x4" RD-3 105 10"x4" RD-3 105 10"x4" RD-3 105 10"x4" RD-3 95 4"ø 12"x6" RG-1 12"x6" RG-1 24"x8" RG-1 4"ø DRYER (BY OTHERS) EF-1 EF-2 EF-3 T FUR-1 CU-1 FD7 FD 7 FD7 8 9 8"ø6"ø 6"ø 6"ø 10 10 FURNACE SPLIT SYSTEM INSTALLED WITHIN MECHANICAL ROOM. COORDINATE LAYOUT REQUIREMENTS IN THIS ROOM WITH PC/GC. HUMIDIFIER INSTALLED ON SUPPLY PLENUM WITH BY-PASS TO RETURN MAIN. REFER TO SCHEDULES AND DETAILS FOR MORE INFORMATION. SUPPLY AND DRAIN TO HUMIDIFIER BY GC. CRAWL SPACE VENTILATION FAN INSTALLED EXPOSED WITHIN CRAWL SPACE. ROUTE 4"Ø EXHAUST UP WITHIN FRAMING/STRUCTURE AND TERMINATE THROUGH EXTERIOR WALL/RIM JOIST AT 1'-6" ABOVE ADJACENT GRADE WITH WALL CAP AND BIRD SCREEN. GC TO PAINT WALL CAP. ELECTRIC BASE BOARD INSTALLED LOW ON WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FLAG NOTES: 1 DUCT PLENUM CONNECTION TO FLOOR GRILLE/DIFFUSER ON LEVEL ABOVE. REFER TO HVAC MAIN LEVEL FLOOR PLAN ON THIS SHEET FOR MORE INFORMATION. CEILING DIFFUSER AT THIS LEVEL. IF NO CEILING IS TO BE INSTALLED, DIFFUSER TO BE HARD MOUNTED TO DUCTWORK. PROVIDE 1.5 HOUR, TYPE 'B', FIRE DAMPER AT RATED CEILING/FLOOR PENETRATIONS. COORDINATE WITH GC. GRADE MOUNTED CONDENSING UNIT INSTALLED LEVEL ON MANUFACTURER'S 3" THICK PAD. COORDINATE EXACT INSTALLATION LOCATION WITH GC/EC PRIOR TO ROUGH- IN. 5 COMBINE EXHAUST DUCTWORK AS INDICATED AND TERMINATE TO BLACK SLOPED ROOF CAP. TERMINATE EXHAUST THROUGH SIDEWALL WITH WALL CAP AND BIRD SCREEN. GC TO PAINT WALL CAP. TERMINATE 4" DRYER EXHAUST THROUGH SIDEWALL ABOVE CEILING LEVEL WITH WALL CAP AND BACKDRAFT DAMPER, LESS BIRD SCREEN. COORDINATE WITH GC. 9 2 3 4 6 7 8 10 11 (ALL PLANS THIS SHEET) IT IS THE DESIGN INTENT FOR ALL BRANCH DUCTWORK RUNNING PARALLEL WITH STRUCTURE TO BE WITHIN THE STRUCTURAL FLOOR SPACE. WERE RUNNING PERPENDICULAR TO FLOOR STRUCTURE, DUCTWORK SHALL BE RAN TIGHT TO BOTTOM OF GYP/STRUCTURE. COORDINATE EXACT ROUTING WITH GC AND ALL OTHER TRADES. IT IS INTENDED FOR THE DUCT MAIN INSTALLED ABOVE THE GARAGE TO BE IN A LOWERED, NON-RATED SOFFIT. DUCTWORK BRANCHES UP THROUGH THE RATED FLOOR/CEILING MEMBRANE SHALL BE PROTECTED WITH FIRE DAMPERS AS NOTED. COORDINATE WITH GC. GENERAL NOTES: 1. 2. 3. DRAWN BY: CHECKED BY: JOB NUMBER: DATE: H2.1 HV A C F L O O R P L A N S JKM 07/29/2022 TMS OU R L A D Y O F T H E M O U N T A I N S 85 1 V I S T A L A N E ES T E S P A R K , C O 8 0 5 1 7 22-123 NE W R E C T O R Y C O N S T R U C T I O N 0" 1" 2" 1/4" = 1'-0"HVAC LOWER LEVEL FLOOR PLAN 0" 1" 2" 1/4" = 1'-0"HVAC MAIN LEVEL FLOOR PLAN Reviewed by SAFEbuilt 08/16/2022 ELECTRIC HEATER SCHEDULE NUMBER MAKE & MODEL NUMBER ORIEN- TATION TOTAL WATTS LENGTH HOUSING CONST HOUSING COLOR INTERNAL TSTAT INTERNAL DISCONN ELEC DATA AMPS REMARKS EBB-1 MARKEL E3705-028 28"STEEL BASE- BOARD 500 STD YES YES 120/1 4.2 12 GA INTEGRAL T'STAT EXHAUST FAN SCHEDULE NUMBER MAKE & MODEL NUMBER CFM FAN SPEED EXT STATIC DRIVE TYPE REMARKS EF-1 DELTA BREEZE SIG80 YES0.25"14 W <0.3 DIRECT DUTYTYPE MOTOR HP/W SONES ELEC DATA SPEED CONTROL GRILLE TYPE HOUSING CONST CONTROL CEILING CABINET 1,050 RPM PLASTIC GALV 120/1 A 1 1 GRAVITY BACKDRAFT DAMPER A CONTROLLED BY WALL SWITCH WITH TIME DELAY OFF. PROVIDED AND WIRED BY EC. 2 SPEED CONTROLLER MOUNTED AT FAN FOR PURPOSES OF BALANCING 2EXHAUST 70 B INTEGRAL HUMIDITY SENSOR SET TO 50% RH (ADJ) EF-2 DELTA BREEZE SIG80 YES0.25" 14 W <0.3 DIRECT CEILING CABINET 1,050 RPM PLASTIC GALV 120/1 A 1 2EXHAUST 70 EF-3 DELTA BREEZE SIG80 YES0.25" 14 W <0.3 DIRECT CEILING CABINET 1,050 RPM PLASTIC GALV 120/1 A 1 2EXHAUST 70 VF-1 DELTA BREEZE SIG80 YES0.25" 9.3 W 0.8 DIRECT CEILING CABINET 1,050 RPM PLASTIC GALV 120/1 B 1 2EXHAUST 50 SCALE: CEILING EXHAUST FAN DETAIL NONE S INTEGRAL BACKDRAFT DAMPER DISCHARGE DUCT REFER TO HVAC FLOOR PLAN FOR SIZE FLEX CONNECTION INTEGRAL PLASTIC GRILLE RUBBER GROMMETS, TYP EXHAUST FAN REFER TO SCHEDULE ADJUSTABLE FLANGE SUPPORT FROM STRUCTURE CEILING SPEED CONTROL SWITCH FOR BALANCING. MOUNT INSIDE FAN HOUSING WHEN POSSIBLE. OTHERWISE LOCATE SWITCH IN A CONCEALED ACCESSIBLE LOCATION NEAR FAN. FAN CONTROL PER SCHEDULES MVD UNLESS NOTED OTHERWISE SUPPLY EXHAUST/RETURN 45° SCALE: DUCT TAKE-OFF DETAIL RECTANGULAR NONE SCALE: DUCT TAKE-OFF DETAIL ROUND NONE RETURN AIR DIRECTION 45° LATERAL TAKE-OFF FITTING WORM DRIVE SS CLAMP FLEX DUCT WHEN USED SUPPLY AIR DIRECTION FITTING IS TO CONTAIN MVD WITH HANDLE AND LOCKNUT UNLESS NOTED OTHERWISE SCALE: DUCT TRANSITION DETAIL NONE DIVERGING AIRFLOW CONVERGING AIRFLOW CONVERGING AIRFLOW DIVERGING AIRFLOW 30° MAX CONVERGING AIRFLOW 15° MAX DIVERGING AIRFLOW = = 30° MAX CONVERGING AIRFLOW 15° MAX DIVERGING AIRFLOW = = RECTANGULAR OR ROUND DUCT RECTANGULAR OR ROUND DUCT NOTE:1)DETAIL APPLIES TO ALL DUCTWORK ON DUCTWORK TRANSITIONING ON ALL FOUR SIDES, NONE OF THE TRANSITION ANGLES MAY EXCEED 15° 2) SCALE: GAS FURNACE DETAIL NONE GASKETED FILTER RACK FUR-1 PVC INTAKE AND EXHAUST REFER TO SCHEDULE FOR SIZE DXC-1 FLEX CONNECTION LINED SUPPLY WITHIN UTILITY ROOM SUPPLY DUCT REFER TO PLAN FOR SIZE LINED RETURN WITHIN UTILITY ROOM FLEX CONNECTION REFRIGERANT LINES - SIZED BY SUPPLIER - RUN THRU BUILDING STRUCTURE TO REMOTE CONDENSING UNIT, REFER TO PLAN FOR LOCATION CONDENSATE DRAINS TO FLOOR DRAIN HEATING CONDENSATE NEUTRALIZATION 2.5"Ø PVC FLUE AND COMBUSTION AIR. ROUTE WITHIN WALL FRAMING UP THROUGH ROOF AND TERMINATE PER MANUFACTURER INSTALLATION INSTRUCTIONS. DRAWN BY: CHECKED BY: JOB NUMBER: DATE: H8.1 HV A C S C H E D U L E S AN D D E T A I L S JKM 07/29/2022 TMS OU R L A D Y O F T H E M O U N T A I N S 85 1 V I S T A L A N E ES T E S P A R K , C O 8 0 5 1 7 22-123 NE W R E C T O R Y C O N S T R U C T I O N MECHANICAL DUCT INSULATION SCHEDULE INSULATION KEY INSULATION DESCRIPTION TYPE THICKNESS (IN) DENSITY (PCF) TOTAL R VALUE ACCOUSTICAL (NRC) H01 RECTANGULAR DUCT IN CEILING SPACE WITH NO ROOF LINER 1.0 1.5 4.2 0.70 H02 RECTANGULAR DUCT IN CEILING SPACE ADJACENT TO EXTERIOR ROOF LINER 1.5 1.5 6.0 0.80 H03 RECTANGULAR DUCT IN CEILING SPACE ADJACENT TO EXTERIOR ROOF AND SPACE IS A RETURN PLENUM LINER 1.0 1.5 4.2 0.70 H04 FLEXIBLE DUCT TO DIFFUSER FLEX 1.5 ~ 6.0 ~ H05 ROUND DUCT IN CEILING SPACE WITH NO ROOF WRAP 1.5 0.75 4.2 ~ H06 ROUND DUCT IN SPACE ADJACENT TO EXTERIOR ROOF WRAP 2.1 0.75 6.0 ~ H07 RECTANGULAR DUCT EXTERIOR TO BUILDING ENVELOPE. DOUBLE WALL WATER TIGHT CONSTRUCTION. WRAP NOT ACCEPTABLE LINER 3.0 1.5 12 0.95 H08 ROUND DUCT EXPOSED IN CONDITIONED SPACE N/R ~ ~ ~ H09 RECTANGULAR DUCT EXPOSED IN CONDITIONED SPACE LINER 1.0 1.5 4.2 0.70 H10 ROUND OR RECTANGULAR OUTSIDE AIR DUCT WRAP 5.0 0.75 12 ~ H11 ROUND DUCT IN VENTILATED CRAWL SPACE WRAP 5.0 0.75 12 ~ H12 RECTANGULAR DUCT IN VENTILATED CRAWL SPACE LINER 3.0 1.5 12 0.95 H13 BURIED ROUND DUCT INTERNAL ~ 6.0 ~ GRILLES, REGISTERS AND DIFFUSERS SCHEDULE TAG MAKE & MODEL NUMBER DESCRIPTION NECK SIZE DUTY COLOR FRAME SIZE FRAME TYPE FRAME CONST DAMPER REMARKS RD-3 HART-COOLEY 421 FLOOR SUPPLY DIFFUSER 10"x4" SUPPLY GOLDEN SAND NECK +2 SIDEWALL STEEL YES USER ADJUSTABLE MULTI-SHUTTER DAMPER RG-1 HART AND COOLEY 210 HEAVY DUTY STEEL FLOOR GRILLE 12"x6" RETURN WHITE NECK +1.75" SIDEWALL STEEL NO RG-1 HART AND COOLEY 210 HEAVY DUTY STEEL FLOOR GRILLE 24"x8" RETURN WHITE NECK +1.75" SIDEWALL STEEL NO NO SCALE HVAC DUCTWORK ISOMETRIC NOTE: DUCTWORK INSTALLED COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE NEED NOT BE INSULATED FOR ENERGY CODE COMPLIANCE. Reviewed by SAFEbuilt 08/16/2022 DXC-1 FUR-1 (INSTALLATION PER DETAILS) 22 " x 1 6 " 1 4 "x 1 0 " 1 4 "x 1 0 " 18"x16" 16"x10" 14"x10" 6"ø HUM-1 6"Ø HUMIDIFIER BY-PASS COORDINATE WATER SUPPLY AND DRAIN PIPING WITH PC DRAWN BY: CHECKED BY: JOB NUMBER: DATE: H8.2 HV A C S C H E D U L E S JKM 07/29/2022 TMS OU R L A D Y O F T H E M O U N T A I N S 85 1 V I S T A L A N E ES T E S P A R K , C O 8 0 5 1 7 22-123 NE W R E C T O R Y C O N S T R U C T I O N SPLIT SYSTEM SCHEDULES: FUR-1, CU-1 & DXC-1 NOTES: 1) FURNACE WITH HEATING CONDENSATE NEUTRALIZATION KIT. 2) FURNACE WITH 2" THICK, GASKETED, FACTORY BUILT FILTER RACK. 3) FURNACE TOTAL SUPPLY AIR BALANCING IS TO BE 1,350 CFM. 4) INDOOR COIL WITH CONDENSATE OVERFLOW SWITCH. WIRE TO BLOWER OPERATION. 5) OUTDOOR UNIT WITH 3" THICK MOUNTING PAD. 6) WITH 7-DAY PROGRAMMABLE T'STAT. NO SCALE HUMIDIFIER INSTALLATION ISOMETRIC HUMIDIFIER SCHEDULE: HUM-1 Reviewed by SAFEbuilt 08/16/2022 WƌŽũĞĐƚ^ƵŵŵĂƌǇ ƵŝůĚŝŶŐ^ƵŵŵĂƌǇ >ŽĐĂƚŝŽŶĂŶĚtĞĂƚŚĞƌ WƌŽũĞĐƚ KhZ>zK&d,DKhEd/E^ ĚĚƌĞƐƐ ϴϱϭs/^d>E^d^WZ<͕K ϴϬϱϭϳ ĂůĐƵůĂƚŝŽŶdŝŵĞ &ƌŝĚĂǇ͕ƵŐƵƐƚϱ͕ϮϬϮϮϵ͗ϮϯD ZĞƉŽƌƚdǇƉĞ ^ƚĂŶĚĂƌĚ >ĂƚŝƚƵĚĞ ϰϬ͘ϯϵΣ >ŽŶŐŝƚƵĚĞ ͲϭϬϱ͘ϰϵΣ ^ƵŵŵĞƌƌǇƵůď ϴϳ Σ& ^ƵŵŵĞƌtĞƚƵůď ϱϲΣ& tŝŶƚĞƌƌǇƵůď ϭϬΣ& DĞĂŶĂŝůǇZĂŶŐĞ Ϯϲ Σ& /ŶƉƵƚƐ ƵŝůĚŝŶŐdǇƉĞ KĨĨŝĐĞ ƌĞĂ;^&Ϳ ϯ͕ϭϴϯ sŽůƵŵĞ;&Ϳ ϯϭ͕ϰϭϯ͘ϭϱ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐdŽƚĂů>ŽĂĚ;ƚƵͬŚͿ ϯϴ͕ϲϴϯ͘ϵ WĞĂŬŽŽůŝŶŐDŽŶƚŚĂŶĚ,ŽƵƌ :ƵŶĞϰ͗ϬϬWD WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϯϲ͕ϵϭϳ͘ϴ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϳϲϲ͘Ϭ DĂǆŝŵƵŵŽŽůŝŶŐĂƉĂĐŝƚǇ;ƚƵͬŚͿ ϯϴ͕ϯϱϵ͘ϳ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ Ϯ͕Ϭϴϰ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϰϮ͕ϰϯϴ͘ϵ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯ͕ϰϮϱ ŚĞĐŬƐƵŵƐ ŽŽůŝŶŐ>ŽĂĚĞŶƐŝƚǇ;ƚƵͬ;ŚͼĨƚϸͿͿ ϭϮ͘ϭϱ ŽŽůŝŶŐ&ůŽǁĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϲϱϱ ŽŽůŝŶŐ&ůŽǁͬ>ŽĂĚ;&DͬƚŽŶͿ ϲϰϲ͘ϱϱ ŽŽůŝŶŐƌĞĂͬ>ŽĂĚ;^&ͬƚŽŶͿ ϵϴϳ͘ϰϲ ,ĞĂƚŝŶŐ>ŽĂĚĞŶƐŝƚǇ;ƚƵͬ;ŚͼĨƚϸͿͿ ϭϯ͘ϯϯ ,ĞĂƚŝŶŐ&ůŽǁĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϳϲϮ 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 PLAN REVIEW NOTE. LOADS WHERE COMPLETED USING RADIANT TIME SERIES METHOD IN COMPLIANCE WITH ASHRAE STANDARD 183 Reviewed by SAFEbuilt 08/16/2022 ŽŶĞ^ƵŵŵĂƌǇͲ ĞĨĂƵůƚ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϵϬϱ sŽůƵŵĞ;&Ϳ ϴ͕ϳϳϳ͘ϰϰ ŽŽůŝŶŐ^ĞƚƉŽŝŶƚ ϳϰΣ& ,ĞĂƚŝŶŐ^ĞƚƉŽŝŶƚ ϳϬ Σ& ^ƵƉƉůǇŝƌdĞŵƉĞƌĂƚƵƌĞ ϱϰ Σ& EƵŵďĞƌŽĨWĞŽƉůĞ ϭ /ŶĨŝůƚƌĂƚŝŽŶ Ϭ ŝƌsŽůƵŵĞĂůĐƵůĂƚŝŽŶdǇƉĞ ^Ɖůŝƚ ^ǇƐƚĞŵ;ƐͿǁŝƚŚEĂƚƵƌĂůsĞŶƚŝůĂƚŝŽŶ ZĞůĂƚŝǀĞ,ƵŵŝĚŝƚǇ Ϯϴ͘ϬϬй;ĂůĐƵůĂƚĞĚͿ WƐǇĐŚƌŽŵĞƚƌŝĐƐ WƐǇĐŚƌŽŵĞƚƌŝĐDĞƐƐĂŐĞ EŽŶĞ ŽŽůŝŶŐŽŝůŶƚĞƌŝŶŐƌǇͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϳϳΣ& ŽŽůŝŶŐŽŝůŶƚĞƌŝŶŐtĞƚͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϱϱΣ& ŽŽůŝŶŐŽŝů>ĞĂǀŝŶŐƌǇͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϯϳΣ& ŽŽůŝŶŐŽŝů>ĞĂǀŝŶŐtĞƚͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϯϴΣ& DŝǆĞĚŝƌƌǇͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϳϳΣ& ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϴ͕ϰϵϰ͘ϭ WĞĂŬŽŽůŝŶŐDŽŶƚŚĂŶĚ,ŽƵƌ ^ĞƉƚĞŵďĞƌϰ͗ϬϬWD WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϴ͕ϳϵϭ͘Ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ͲϮϵϲ͘ϵ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϰϯϭ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϲ͕ϳϵϱ͘ϱ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϲϵϭ WĞĂŬsĞŶƚŝůĂƚŝŽŶŝƌĨůŽǁ ϭϮϯ ŚĞĐŬƐƵŵƐ ŽŽůŝŶŐ>ŽĂĚĞŶƐŝƚǇ;ƚƵͬ;ŚͼĨƚϸͿͿ ϵ͘ϯϵ ŽŽůŝŶŐ&ůŽǁĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϰϳϲ ŽŽůŝŶŐ&ůŽǁͬ>ŽĂĚ;&DͬƚŽŶͿ ϲϬϴ͘Ϯϵ ŽŽůŝŶŐƌĞĂͬ>ŽĂĚ;^&ͬƚŽŶͿ ϭ͕Ϯϳϴ͘ϱϬ ,ĞĂƚŝŶŐ>ŽĂĚĞŶƐŝƚǇ;ƚƵͬ;ŚͼĨƚϸͿͿ ϭϴ͘ϱϲ ,ĞĂƚŝŶŐ&ůŽǁĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϳϲϰ sĞŶƚŝůĂƚŝŽŶĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϭϯϲ sĞŶƚŝůĂƚŝŽŶͬWĞƌƐŽŶ ϭϮϯ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϰ͕ϲϭϯ͘ϯ ϱϰ͘ϯϭй ϴ͕ϴϵϳ͘ϱ ϱϮ͘ϵϴй tŝŶĚŽǁ ϴϯϮ͘ϭ ϵ͘ϴϬй ϱϰϳ͘ϵ ϯ͘Ϯϲй ŽŽƌ ϯϱϮ͘ϭ ϰ͘ϭϱй ϯϲϴ͘ϰ Ϯ͘ϭϵй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй sĞŶƚŝůĂƚŝŽŶ ϲϯϲ͘ϲ ϳ͘ϰϵй ϲ͕ϵϴϭ͘ϳ ϰϭ͘ϱϳй >ŝŐŚƚŝŶŐ ϭ͕ϱϰϵ͘ϯ ϭϴ͘Ϯϰй WŽǁĞƌ ϭϬϬ͘ϳ ϭ͘ϭϵй WĞŽƉůĞ ϭϴϭ͘ϰ Ϯ͘ϭϰй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй &ĂŶ,ĞĂƚ ϮϮϴ͘ϲ Ϯ͘ϲϵй ZĞŚĞĂƚ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϴ͕ϰϵϰ͘ϭ ϭϬϬй ϭϲ͕ϳϵϱ͘ϱ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ĞĨĂƵůƚ^ƉĂĐĞƐ ^ƉĂĐĞEĂŵĞ ƌĞĂ;^&Ϳ sŽůƵŵĞ;&Ϳ WĞĂŬŽŽůŝŶŐ >ŽĂĚ;ƚƵͬŚͿ ŽŽůŝŶŐŝƌĨůŽǁWĞĂŬ,ĞĂƚŝŶŐ >ŽĂĚ;ƚƵͬŚͿ ,ĞĂƚŝŶŐŝƌĨůŽǁ ϮϬϱWĂŶƚƌǇ ϱ ϰϴ͘Ϭϰ ϴ͘ϵ ϭϬ͘Ϭ ϭ ϮϭϵůŽƐĞƚ ϮϬ ϮϬϰ͘ϭϳ ϭϵϵ͘ϲ ϭϭ ϯϯϯ͘ϵ Ϯϯ ϮϬϵůŽƐĞƚ ϭϴ ϭϳϲ͘ϯϬ ϭϬϲ͘ϲ ϲ Ϯϭϱ͘Ϯ ϭϱ ϮϭϮ>ĂƵŶĚƌǇ ϭϴ ϭϳϳ͘ϵϳ ϭϰϱ͘ϲ ϴϬ͘Ϭ Ϯ ϮϭϳůŽƐĞƚ ϭϵ ϭϵϬ͘Ϯϯ ϭϲϮ͘ϵ ϵ Ϯϭϱ͘Ϯ ϭϱ ϭϳ&ŝƌĞƉůĂĐĞ ϴ ϴϮ͘ϱϱ ϰϮϴ͘ϵ Ϯϰ ϯϳϴ͘ϭ Ϯϳ ϭϬϮ'ĂƌĂŐĞ ϰϲϵ ϰ͕ϱϯϮ͘ϮϮ ϯ͕ϵϰϮ͘ϳ ϮϮϯ ϯ͕ϲϱϲ͘ϭ Ϯϱϲ ϭϬϱDĞĐŚͬ^ƚŽƌ ϮϬϳ Ϯ͕ϬϬϰ͘Ϯϯ ϭ͕Ϭϴϯ͘ϱ ϲϭ Ϯ͕ϳϬϭ͘ϰ ϭϴϵ ϭϬϭsĞƐƚ ϲϰ ϲϭϲ͘ϴϴ Ϯϴϰ͘ϱ ϭϲ ϰϱϮ͘Ϯ ϯϮ ϭϬϯ^ƚŽƌĂŐĞ ϳϳ ϳϰϰ͘ϴϰ ϭ͕Ϯϲϱ͘ϳ ϳϭ ϭ͕ϴϲϭ͘ϳ ϭϯϭ 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ŽŶĞ^ƵŵŵĂƌǇͲ ŚŽƵƐĞ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ Ϯ͕Ϯϳϴ sŽůƵŵĞ;&Ϳ ϮϮ͕ϲϯϱ͘ϳϭ ŽŽůŝŶŐ^ĞƚƉŽŝŶƚ ϳϰΣ& ,ĞĂƚŝŶŐ^ĞƚƉŽŝŶƚ ϳϬ Σ& ^ƵƉƉůǇŝƌdĞŵƉĞƌĂƚƵƌĞ ϱϰ Σ& EƵŵďĞƌŽĨWĞŽƉůĞ ϱ /ŶĨŝůƚƌĂƚŝŽŶ Ϭ ŝƌsŽůƵŵĞĂůĐƵůĂƚŝŽŶdǇƉĞ ^Ɖůŝƚ ^ǇƐƚĞŵ;ƐͿǁŝƚŚEĂƚƵƌĂůsĞŶƚŝůĂƚŝŽŶ ZĞůĂƚŝǀĞ,ƵŵŝĚŝƚǇ ϰϲ͘ϬϬй;ĂůĐƵůĂƚĞĚͿ WƐǇĐŚƌŽŵĞƚƌŝĐƐ WƐǇĐŚƌŽŵĞƚƌŝĐDĞƐƐĂŐĞ EŽŶĞ ŽŽůŝŶŐŽŝůŶƚĞƌŝŶŐƌǇͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϳϰΣ& ŽŽůŝŶŐŽŝůŶƚĞƌŝŶŐtĞƚͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϲϬΣ& ŽŽůŝŶŐŽŝů>ĞĂǀŝŶŐƌǇͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϱϰΣ& ŽŽůŝŶŐŽŝů>ĞĂǀŝŶŐtĞƚͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϱϯΣ& DŝǆĞĚŝƌƌǇͲƵůďdĞŵƉĞƌĂƚƵƌĞ ϳϰΣ& ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯϵ͕ϴϲϱ͘ϲ WĞĂŬŽŽůŝŶŐDŽŶƚŚĂŶĚ,ŽƵƌ :ƵůǇϰ͗ϬϬWD WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ Ϯϵ͕ϳϵϰ͘ϴ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϳϬ͘ϵ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭ͕ϲϱϰ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯϱ͕ϲϰϯ͘ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭ͕ϳϯϰ WĞĂŬsĞŶƚŝůĂƚŝŽŶŝƌĨůŽǁ ϭϲ ŚĞĐŬƐƵŵƐ ŽŽůŝŶŐ>ŽĂĚĞŶƐŝƚǇ;ƚƵͬ;ŚͼĨƚϸͿͿ ϭϯ͘ϭϭ ŽŽůŝŶŐ&ůŽǁĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϳϮϲ ŽŽůŝŶŐ&ůŽǁͬ>ŽĂĚ;&DͬƚŽŶͿ ϲϲϰ͘ϰϱ ŽŽůŝŶŐƌĞĂͬ>ŽĂĚ;^&ͬƚŽŶͿ ϵϭϱ͘ϰϬ ,ĞĂƚŝŶŐ>ŽĂĚĞŶƐŝƚǇ;ƚƵͬ;ŚͼĨƚϸͿͿ ϭϭ͘Ϯϲ ,ĞĂƚŝŶŐ&ůŽǁĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϳϲϭ sĞŶƚŝůĂƚŝŽŶĞŶƐŝƚǇ;&Dͬ^&Ϳ Ϭ͘ϬϬϳ sĞŶƚŝůĂƚŝŽŶͬWĞƌƐŽŶ ϯ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϳ͕ϲϳϳ͘ϴ Ϯϱ͘ϳϭй ϭϱ͕ϮϬϯ͘ϯ ϱϵ͘Ϯϵй tŝŶĚŽǁ ϭϰ͕ϯϰϵ͘ϵ ϰϴ͘Ϭϱй ϴ͕ϳϳϯ͘ϱ ϯϰ͘Ϯϭй ŽŽƌ ϰϰϬ͘ϯ ϭ͘ϰϳй ϳϯϲ͘ϴ Ϯ͘ϴϳй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй sĞŶƚŝůĂƚŝŽŶ ͲϮϱ͘ϰ ͲϬ͘Ϭϴй ϵϮϵ͘ϲ ϯ͘ϲϯй >ŝŐŚƚŝŶŐ Ϯ͕ϳϴϬ͘ϵ ϵ͘ϯϭй WŽǁĞƌ ϯ͕Ϭϱϴ͘ϵ ϭϬ͘Ϯϰй WĞŽƉůĞ ϳϭϰ͘ϴ Ϯ͘ϯϵй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй &ĂŶ,ĞĂƚ ϴϲϴ͘ϯ Ϯ͘ϵϭй ZĞŚĞĂƚ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů Ϯϵ͕ϴϲϱ͘ϲ ϭϬϬй Ϯϱ͕ϲϰϯ͘ϯ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ŚŽƵƐĞ^ƉĂĐĞƐ ^ƉĂĐĞEĂŵĞ ƌĞĂ;^&Ϳ sŽůƵŵĞ;&Ϳ WĞĂŬŽŽůŝŶŐ >ŽĂĚ;ƚƵͬŚͿ ŽŽůŝŶŐŝƌĨůŽǁWĞĂŬ,ĞĂƚŝŶŐ >ŽĂĚ;ƚƵͬŚͿ ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯϭϯ,ĂůůǁĂǇ ϰϲ ϰϱϳ͘Ϭϳ ϭ͕ϯϴϱ͘ϴ ϳϵ ϴϳϯ͘ϱ ϲϭ ϮϬϳĞŶ ϭϭϭ ϭ͕ϭϬϴ͘ϴϳ ϭ͕ϮϮϭ͘ϯ ϳϬ ϭ͕ϰϱϵ͘Ϯ ϭϬϮ ϮϭϬ'ƵĞƐƚZZ ϲϵ ϲϴϵ͘ϵϵ ϭϱϵ͘ϱ ϵϰ͘ϰ Ϭ ϮϭϭWŽǁĚĞƌZD ϰϳ ϰϲϳ͘ϱϬ ϭϭϴ͘ϳ ϳϬ͘Ϭ Ϭ ϮϬϲ,ĂůůǁĂǇ ϴϳ ϴϲϱ͘ϲϬ ϭϲϬ͘Ϭ ϵ Ϭ͘Ϭ ϭ ϮϭϲWƌŝĞƐƚ ĞĚƌŽŽŵ ϭϱϵ ϭ͕ϱϵϬ͘Ϭϯ ϰ͕ϳϴϮ͘ϯ ϮϳϮ ϯ͕Ϭϵϵ͘Ϯ Ϯϭϳ ϮϭϱZĞƐƚƌŽŽŵ ϳϮ ϳϭϳ͘ϵϴ ϲϱϭ͘ϵ ϯϳ ϭ͕Ϭϭϰ͘ϰ ϳϭ Ϯϭϴ'ƵĞƐƚ ĞĚƌŽŽŵ ϭϯϭ ϭ͕ϯϭϯ͘ϯϯ ϭ͕ϱϱϰ͘ϱ ϴϵ Ϯ͕ϭϬϴ͘ϰ ϭϰϴ ϮϬϭŶƚƌǇ ϱϱ ϱϱϭ͘ϰϯ ϭ͕ϯϱϴ͘ϲ ϳϳ ϵϴϵ͘Ϯ ϲϵ ϮϬϮ<ŝƚĐŚĞŶ ϯϮϳ ϯ͕Ϯϲϱ͘ϲϮ Ϯ͕Ϭϲϲ͘Ϭ ϭϭϴ ϭ͕ϳϮϵ͘ϱ ϭϮϭ ϮϬϯ>ŝǀŝŶŐͬŝŶŝŶŐ ϱϯϯ ϱ͕ϯϯϮ͘ϲϴ ϵ͕ϮϬϵ͘Ϭ ϱϮϱ ϳ͕ϭϳϳ͘ϯ ϱϬϯ ϭϬϰ;&ͿZKKD ϰϰϬ ϰ͕Ϯϱϯ͘ϯϯ Ϯ͕ϴϬϰ͘Ϭ ϭϲϬ ϯ͕ϳϯϲ͘ϱ ϮϲϮ ϮϬϴ'ƵĞƐƚ^ƚƵĚǇ ϵϱ ϵϰϱ͘ϵϵ ϵϮϵ͘ϱ ϱϯ ϴϴϬ͘ϭ ϲϮ ϮϭϰWƌŝĞƐƚ^ƚƵĚǇ ϭϬϴ ϭ͕Ϭϳϲ͘Ϯϵ Ϯ͕ϲϮϭ͘ϱ ϭϰϵ ϭ͕ϲϰϮ͘Ϭ ϭϭϱ 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϱWĂŶƚƌǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϱ sŽůƵŵĞ;&Ϳ ϰϴ͘Ϭϰ tĂůůƌĞĂ;^&Ϳ Ϭ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϯ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ Ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϴ͘ϵ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϴ͘ϳ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘Ϯ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘Ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϴ͘ϯ ϵϯ͘ϯϭй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ Ϭ͘ϲ ϲ͘ϲϵй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϴ͘ϵ ϭϬϬй Ϭ͘Ϭ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϵůŽƐĞƚ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϮϬ sŽůƵŵĞ;&Ϳ ϮϬϰ͘ϭϳ tĂůůƌĞĂ;^&Ϳ ϰϳ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϮ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϵϵ͘ϲ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϵϴ͘ϴ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘ϴ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭϭ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϯϯϯ͘ϵ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯϯ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϭϲϭ͘ϴ ϴϭ͘Ϭϵй ϯϯϯ͘ϵ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϯϱ͘Ϯ ϭϳ͘ϲϱй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ Ϯ͘ϱ ϭ͘Ϯϳй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϵϵ͘ϲ ϭϬϬй ϯϯϯ͘ϵ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϵůŽƐĞƚ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϴ sŽůƵŵĞ;&Ϳ ϭϳϲ͘ϯϬ tĂůůƌĞĂ;^&Ϳ ϯϬ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϭ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϬϲ͘ϲ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϬϱ͘ϵ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘ϳ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϲ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯϭϱ͘Ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϱ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϳϰ͘Ϭ ϲϵ͘ϰϯй Ϯϭϱ͘Ϯ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϯϬ͘ϰ Ϯϴ͘ϱϮй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ Ϯ͘Ϯ Ϯ͘Ϭϱй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϬϲ͘ϲ ϭϬϬй Ϯϭϱ͘Ϯ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϮ>ĂƵŶĚƌǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϴ sŽůƵŵĞ;&Ϳ ϭϳϳ͘ϵϳ tĂůůƌĞĂ;^&Ϳ Ϭ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϴ WŽǁĞƌ>ŽĂĚ;tͿ Ϯϯ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ KĨĨŝĐĞ;ŝŶŚĞƌŝƚĞĚĨƌŽŵďƵŝůĚŝŶŐƚǇƉĞͿ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϰϱ͘ϲ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϯϰ͘ϲ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϭ͘Ϭ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϴ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘Ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϱϮ͘ϵ ϯϲ͘ϯϰй WŽǁĞƌ ϲϴ͘ϴ ϰϳ͘Ϯϰй WĞŽƉůĞ Ϯϯ͘ϵ ϭϲ͘ϰϮй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϰϱ͘ϲ ϭϬϬй Ϭ͘Ϭ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϳůŽƐĞƚ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϵ sŽůƵŵĞ;&Ϳ ϭϵϬ͘Ϯϯ tĂůůƌĞĂ;^&Ϳ ϯϬ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϭ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϲϮ͘ϵ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϲϮ͘ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘ϴ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϵ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯϭϱ͘Ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϱ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϭϮϳ͘ϳ ϳϴ͘ϰϬй Ϯϭϱ͘Ϯ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϯϮ͘ϴ ϮϬ͘ϭϱй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ Ϯ͘ϰ ϭ͘ϰϰй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϲϮ͘ϵ ϭϬϬй Ϯϭϱ͘Ϯ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϭϳ&ŝƌĞƉůĂĐĞ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϴ sŽůƵŵĞ;&Ϳ ϴϮ͘ϱϱ tĂůůƌĞĂ;^&Ϳ ϱϯ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϴ WŽǁĞƌ>ŽĂĚ;tͿ ϭϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ KĨĨŝĐĞ;ŝŶŚĞƌŝƚĞĚĨƌŽŵďƵŝůĚŝŶŐƚǇƉĞͿ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϰϮϴ͘ϵ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϰϮϯ͘ϴ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϱ͘ϭ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ Ϯϰ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϯϳϴ͘ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯϳ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϯϲϭ͘ϯ ϴϰ͘Ϯϱй ϯϳϴ͘ϭ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ Ϯϰ͘ϱ ϱ͘ϳϮй WŽǁĞƌ ϯϭ͘ϵ ϳ͘ϰϰй WĞŽƉůĞ ϭϭ͘ϭ Ϯ͘ϱϵй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϰϮϴ͘ϵ ϭϬϬй ϯϳϴ͘ϭ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϭϬϮ'ĂƌĂŐĞ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϰϲϵ sŽůƵŵĞ;&Ϳ ϰ͕ϱϯϮ͘ϮϮ tĂůůƌĞĂ;^&Ϳ ϰϱϳ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϴ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ Ϯϴϭ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϯ͕ϵϰϮ͘ϳ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϯ͕ϵϮϯ͘ϵ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϴ͘ϴ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϮϮϯ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϯ͕ϲϱϲ͘ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯϱϲ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϯ͕Ϯϰϯ͘ϳ ϱϲ͘ϵϭй ϯ͕ϭϬϴ͘Ϯ ϴϱ͘Ϭϭй tŝŶĚŽǁ ϴϯϮ͘ϭ Ϯϭ͘ϭϭй ϱϰϳ͘ϵ ϭϰ͘ϵϵй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϴϬϴ͘ϵ ϮϬ͘ϱϮй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϱϴ͘Ϭ ϭ͘ϰϳй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϯ͕ϵϰϮ͘ϳ ϭϬϬй ϯ͕ϲϱϲ͘ϭ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϭϬϱDĞĐŚͬ^ƚŽƌ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϮϬϳ sŽůƵŵĞ;&Ϳ Ϯ͕ϬϬϰ͘Ϯϯ tĂůůƌĞĂ;^&Ϳ ϯϰϰ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϮϰ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕Ϭϴϯ͘ϱ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭ͕Ϭϳϱ͘Ϯ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϴ͘ϯ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϲϭ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϳϬϭ͘ϰ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϴϵ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϳϱϬ͘ϲ ϲϵ͘Ϯϴй Ϯ͕ϳϬϭ͘ϰ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϯϭϬ͘ϰ Ϯϴ͘ϲϱй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϮϮ͘ϱ Ϯ͘Ϭϴй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭ͕Ϭϴϯ͘ϱ ϭϬϬй Ϯ͕ϳϬϭ͘ϰ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϭϬϭsĞƐƚ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϲϰ sŽůƵŵĞ;&Ϳ ϲϭϲ͘ϴϴ tĂůůƌĞĂ;^&Ϳ ϲϯ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϯϴ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲϴϬйͲŽƌƌŝĚŽƌ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯϴϰ͘ϱ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϮϳϮ͘ϰ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϮ͘ϭ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭϲ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϰϱϮ͘Ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϯϮ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϭϰϲ͘ϴ ϱϭ͘ϲϬй ϰϱϮ͘Ϯ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϭϭ͘ϯ ϯϵ͘ϭϯй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ Ϯϲ͘ϰ ϵ͘Ϯϳй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů Ϯϴϰ͘ϱ ϭϬϬй ϰϱϮ͘Ϯ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϭϬϯ^ƚŽƌĂŐĞ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϳϳ sŽůƵŵĞ;&Ϳ ϳϰϰ͘ϴϰ tĂůůƌĞĂ;^&Ϳ ϮϯϮ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϯϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϰϲ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲϴϬйͲŽƌƌŝĚŽƌ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕Ϯϲϱ͘ϳ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭ͕Ϯϱϭ͘ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϰ͘ϲ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϳϭ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϴϲϭ͘ϳ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϯϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϳϰϳ͘ϯ ϱϵ͘Ϭϰй ϭ͕ϰϵϯ͘ϯ ϴϬ͘Ϯϭй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ ϯϱϮ͘ϭ Ϯϳ͘ϴϮй ϯϲϴ͘ϰ ϭϵ͘ϳϵй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϯϰ͘ϰ ϭϬ͘ϲϮй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϯϭ͘ϴ Ϯ͘ϱϮй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭ͕Ϯϲϱ͘ϳ ϭϬϬй ϭ͕ϴϲϭ͘ϳ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϯ,ĂůůǁĂǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϰϲ sŽůƵŵĞ;&Ϳ ϰϱϳ͘Ϭϳ tĂůůƌĞĂ;^&Ϳ ϵϳ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϴ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ Ϯϳ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲŽƌƌŝĚŽƌ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϯϴϱ͘ϴ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϯϳϳ͘Ϯ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϴ͘ϳ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϳϵ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϴϳϯ͘ϱ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϲϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϰϴϯ͘ϰ ϯϰ͘ϴϴй ϲϯϬ͘Ϭ ϳϮ͘ϭϮй tŝŶĚŽǁ ϴϬϯ͘ϱ ϱϳ͘ϵϴй Ϯϰϯ͘ϱ Ϯϳ͘ϴϴй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϴϬ͘Ϭ ϱ͘ϳϳй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϭϴ͘ϵ ϭ͘ϯϲй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭ͕ϯϴϱ͘ϴ ϭϬϬй ϴϳϯ͘ϱ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϳĞŶ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϭϭ sŽůƵŵĞ;&Ϳ ϭ͕ϭϬϴ͘ϴϳ tĂůůƌĞĂ;^&Ϳ ϭϱϯ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϲ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϮϮ WŽǁĞƌ>ŽĂĚ;tͿ ϭϲϲ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϮϮϭ͘ϯ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϮϬϴ͘Ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϯ͘ϯ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϳϬ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϰϱϵ͘Ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϬϮ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϰϯϵ͘ϰ ϯϱ͘ϵϴй ϵϳϮ͘Ϯ ϲϲ͘ϲϯй tŝŶĚŽǁ ϰϰϴ͘ϲ ϯϲ͘ϳϯй ϰϴϳ͘Ϭ ϯϯ͘ϯϳй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϮϴ͘ϭ ϭϬ͘ϰϵй WŽǁĞƌ ϭϳϰ͘ϲ ϭϰ͘ϯϬй WĞŽƉůĞ ϯϬ͘ϱ Ϯ͘ϱϬй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭ͕ϮϮϭ͘ϯ ϭϬϬй ϭ͕ϰϱϵ͘Ϯ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϬ'ƵĞƐƚZZ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϲϵ sŽůƵŵĞ;&Ϳ ϲϴϵ͘ϵϵ tĂůůƌĞĂ;^&Ϳ ϭ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϰϭ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲZĞƐƚƌŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϱϵ͘ϱ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϯϯ͘ϯ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ Ϯϲ͘Ϯ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϵ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϰ͘ϰ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϭ͘ϳ Ϭ͘ϰϲй ϰ͘ϰ ϭϬϬ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϬϱ͘ϲ ϲϲ͘Ϯϭй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϱϯ͘Ϯ ϯϯ͘ϯϯй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϱϵ͘ϱ ϭϬϬй ϰ͘ϰ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϭWŽǁĚĞƌ ZD /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϰϳ sŽůƵŵĞ;&Ϳ ϰϲϳ͘ϱϬ tĂůůƌĞĂ;^&Ϳ Ϭ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ Ϯϴ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲZĞƐƚƌŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϭϴ͘ϳ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϬϭ͘Ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϳ͘ϴ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϳ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘Ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϴϬ͘ϳ ϲϳ͘ϵϰй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϯϴ͘ϭ ϯϮ͘Ϭϲй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϭϴ͘ϳ ϭϬϬй Ϭ͘Ϭ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϲ,ĂůůǁĂǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϴϳ sŽůƵŵĞ;&Ϳ ϴϲϱ͘ϲϬ tĂůůƌĞĂ;^&Ϳ Ϭ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ Ϭ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϱϮ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲ^ƚŽƌĂŐĞͲZŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭϲϬ͘Ϭ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭϱϲ͘ϲ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϯ͘ϱ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϵ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϭ͘Ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй tŝŶĚŽǁ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϰϵ͘ϯ ϵϯ͘ϯϭй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϭϬ͘ϳ ϲ͘ϲϵй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭϲϬ͘Ϭ ϭϬϬй Ϭ͘Ϭ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϲWƌŝĞƐƚĞĚƌŽŽŵ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϱϵ sŽůƵŵĞ;&Ϳ ϭ͕ϱϵϬ͘Ϭϯ tĂůůƌĞĂ;^&Ϳ Ϯϳϱ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϰϵ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϳϱ WŽǁĞƌ>ŽĂĚ;tͿ Ϯϯϵ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϰ͕ϳϴϮ͘ϯ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϰ͕ϳϲϯ͘Ϯ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϵ͘ϭ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϮϳϮ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϯ͕Ϭϵϵ͘Ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ Ϯϭϳ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϴϰϳ͘ϯ ϭϳ͘ϳϮй ϭ͕ϱϵϳ͘ϲ ϱϭ͘ϱϱй tŝŶĚŽǁ ϯ͕ϰϱϳ͘ϭ ϳϮ͘Ϯϵй ϭ͕ϱϬϭ͘ϲ ϰϴ͘ϰϱй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϴϯ͘ϳ ϯ͘ϴϰй WŽǁĞƌ ϮϱϬ͘ϰ ϱ͘Ϯϰй WĞŽƉůĞ ϰϯ͘ϴ Ϭ͘ϵϮй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϰ͕ϳϴϮ͘ϯ ϭϬϬй ϯ͕Ϭϵϵ͘Ϯ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϱZĞƐƚƌŽŽŵ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϳϮ sŽůƵŵĞ;&Ϳ ϳϭϳ͘ϵϴ tĂůůƌĞĂ;^&Ϳ ϭϬϰ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϮ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϰϯ WŽǁĞƌ>ŽĂĚ;tͿ Ϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϭϱͲϴϬйͲZĞƐƚƌŽŽŵ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϲϱϭ͘ϵ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϲϮϰ͘ϲ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ Ϯϳ͘ϯ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϯϳ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕Ϭϭϰ͘ϰ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϳϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϮϮϭ͘ϳ ϯϰ͘Ϭϭй ϲϰϵ͘Ϯ ϲϰ͘ϬϬй tŝŶĚŽǁ ϮϱϬ͘Ϭ ϯϴ͘ϯϱй ϯϲϱ͘Ϯ ϯϲ͘ϬϬй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϮϮ͘Ϭ ϭϴ͘ϳϮй WŽǁĞƌ Ϭ͘Ϭ Ϭ͘ϬϬй WĞŽƉůĞ ϱϴ͘Ϯ ϴ͘ϵϮй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϲϱϭ͘ϵ ϭϬϬй ϭ͕Ϭϭϰ͘ϰ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϴ'ƵĞƐƚĞĚƌŽŽŵ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϯϭ sŽůƵŵĞ;&Ϳ ϭ͕ϯϭϯ͘ϯϯ tĂůůƌĞĂ;^&Ϳ Ϯϯϴ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϴ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϰϰ WŽǁĞƌ>ŽĂĚ;tͿ ϭϵϳ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϱϱϰ͘ϱ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϱϯϴ͘ϳ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϱ͘ϴ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϴϵ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϭϬϴ͘ϰ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϰϴ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϲϰϮ͘ϵ ϰϭ͘ϯϲй ϭ͕ϱϲϬ͘ϱ ϳϰ͘Ϭϭй tŝŶĚŽǁ ϱϮϯ͘ϱ ϯϯ͘ϲϴй ϱϰϳ͘ϵ Ϯϱ͘ϵϵй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϰϵ͘ϭ ϵ͘ϱϵй WŽǁĞƌ ϮϬϯ͘ϯ ϭϯ͘Ϭϴй WĞŽƉůĞ ϯϱ͘ϳ Ϯ͘ϯϬй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭ͕ϱϱϰ͘ϱ ϭϬϬй Ϯ͕ϭϬϴ͘ϰ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϭŶƚƌǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϱϱ sŽůƵŵĞ;&Ϳ ϱϱϭ͘ϰϯ tĂůůƌĞĂ;^&Ϳ ϴϮ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϯϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϴ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϲϭ WŽǁĞƌ>ŽĂĚ;tͿ ϴϯ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϯϱϴ͘ϲ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϯϱϮ͘Ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϲ͘ϲ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϳϳ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϵϴϵ͘Ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϲϵ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϯϱϳ͘ϵ ϭϴ͘ϵϴй ϯϳϳ͘Ϯ ϯϴ͘ϭϰй tŝŶĚŽǁ ϲϴϱ͘ϵ ϱϬ͘ϰϵй Ϯϰϯ͘ϱ Ϯϰ͘ϲϮй ŽŽƌ Ϯϱϭ͘ϴ ϭϴ͘ϱϰй ϯϲϴ͘ϰ ϯϳ͘Ϯϱй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϲϮ͘ϲ ϰ͘ϲϭй WŽǁĞƌ ϴϱ͘ϰ ϲ͘Ϯϴй WĞŽƉůĞ ϭϱ͘Ϭ ϭ͘ϭϬй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϭ͕ϯϱϴ͘ϲ ϭϬϬй ϵϴϵ͘Ϯ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϮ<ŝƚĐŚĞŶ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϯϮϳ sŽůƵŵĞ;&Ϳ ϯ͕Ϯϲϱ͘ϲϮ tĂůůƌĞĂ;^&Ϳ ϭϲϬ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϯϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϲ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϯϱϵ WŽǁĞƌ>ŽĂĚ;tͿ ϰϵϬ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕Ϭϲϲ͘Ϭ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϬϮϲ͘ϴ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϯϵ͘Ϯ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭϭϴ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϳϮϵ͘ϱ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϮϭ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϰϰϳ͘ϭ Ϯϭ͘ϲϰй ϴϳϰ͘Ϭ ϱϬ͘ϱϰй tŝŶĚŽǁ ϰϲϱ͘ϯ ϮϮ͘ϱϮй ϰϴϳ͘Ϭ Ϯϴ͘ϭϲй ŽŽƌ ϭϴϴ͘ϱ ϵ͘ϭϮй ϯϲϴ͘ϰ Ϯϭ͘ϯϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϯϳϬ͘ϳ ϭϳ͘ϵϱй WŽǁĞƌ ϱϬϱ͘ϲ Ϯϰ͘ϰϳй WĞŽƉůĞ ϴϴ͘ϳ ϰ͘Ϯϵй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů Ϯ͕Ϭϲϲ͘Ϭ ϭϬϬй ϭ͕ϳϮϵ͘ϱ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϯ>ŝǀŝŶŐͬŝŶŝŶŐ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϱϯϯ sŽůƵŵĞ;&Ϳ ϱ͕ϯϯϮ͘ϲϴ tĂůůƌĞĂ;^&Ϳ ϲϱϱ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϬϵ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϱϴϳ WŽǁĞƌ>ŽĂĚ;tͿ ϴϬϬ EƵŵďĞƌŽĨWĞŽƉůĞ Ϯ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϵ͕ϮϬϵ͘Ϭ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϵ͕ϭϰϱ͘Ϭ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϲϰ͘Ϭ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϱϮϱ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϳ͕ϭϳϳ͘ϯ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϱϬϯ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů Ϯ͕ϰϬϴ͘ϴ Ϯϲ͘ϭϲй ϯ͕ϴϲϮ͘Ϯ ϱϯ͘ϴϭй tŝŶĚŽǁ ϱ͕ϭϵϳ͘ϱ ϱϲ͘ϰϰй ϯ͕ϯϭϱ͘ϭ ϰϲ͘ϭϵй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϲϭϱ͘ϵ ϲ͘ϲϵй WŽǁĞƌ ϴϯϵ͘ϵ ϵ͘ϭϮй WĞŽƉůĞ ϭϰϲ͘ϴ ϭ͘ϱϵй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϵ͕ϮϬϵ͘Ϭ ϭϬϬй ϳ͕ϭϳϳ͘ϯ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϭϬϰ;&ͿZKKD /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϰϰϬ sŽůƵŵĞ;&Ϳ ϰ͕Ϯϱϯ͘ϯϯ tĂůůƌĞĂ;^&Ϳ ϰϯϮ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϴ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϰϴϰ WŽǁĞƌ>ŽĂĚ;tͿ ϲϲϬ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϴϬϰ͘Ϭ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϳϱϭ͘Ϯ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϱϮ͘ϴ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭϲϬ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϯ͕ϳϯϲ͘ϱ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϮϲϮ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϵϴϬ͘Ϯ ϯϰ͘ϵϲй ϯ͕ϭϴϴ͘ϳ ϴϱ͘ϯϰй tŝŶĚŽǁ ϱϮϯ͘ϱ ϭϴ͘ϲϳй ϱϰϳ͘ϵ ϭϰ͘ϲϲй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϰϵϵ͘ϱ ϭϳ͘ϴϮй WŽǁĞƌ ϲϴϭ͘Ϯ Ϯϰ͘Ϯϵй WĞŽƉůĞ ϭϭϵ͘ϱ ϰ͘Ϯϲй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů Ϯ͕ϴϬϰ͘Ϭ ϭϬϬй ϯ͕ϳϯϲ͘ϱ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϬϴ'ƵĞƐƚ^ƚƵĚǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϵϱ sŽůƵŵĞ;&Ϳ ϵϰϱ͘ϵϵ tĂůůƌĞĂ;^&Ϳ ϳϮ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϲ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϬϰ WŽǁĞƌ>ŽĂĚ;tͿ ϭϰϮ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϵϮϵ͘ϱ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ ϵϭϴ͘Ϯ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϭ͘ϰ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϱϯ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϴϴϬ͘ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϲϮ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϭϵϲ͘ϲ Ϯϭ͘ϭϱй ϯϵϯ͘ϭ ϰϰ͘ϲϳй tŝŶĚŽǁ ϰϰϴ͘ϲ ϰϴ͘Ϯϲй ϰϴϳ͘Ϭ ϱϱ͘ϯϯй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϬϵ͘ϯ ϭϭ͘ϳϱй WŽǁĞƌ ϭϰϵ͘Ϭ ϭϲ͘Ϭϯй WĞŽƉůĞ Ϯϲ͘Ϭ Ϯ͘ϴϬй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů ϵϮϵ͘ϱ ϭϬϬй ϴϴϬ͘ϭ ϭϬϬй 3DJH RI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022 ^ƉĂĐĞ^ƵŵŵĂƌǇͲϮϭϰWƌŝĞƐƚ^ƚƵĚǇ /ŶƉƵƚƐ ƌĞĂ;^&Ϳ ϭϬϴ sŽůƵŵĞ;&Ϳ ϭ͕Ϭϳϲ͘Ϯϵ tĂůůƌĞĂ;^&Ϳ ϭϳϯ ZŽŽĨƌĞĂ;^&Ϳ Ϭ ŽŽƌƌĞĂ;^&Ϳ Ϭ WĂƌƚŝƚŝŽŶƌĞĂ;^&Ϳ Ϭ tŝŶĚŽǁƌĞĂ;^&Ϳ ϭϴ ^ŬǇůŝŐŚƚƌĞĂ;^&Ϳ Ϭ >ŝŐŚƚŝŶŐ>ŽĂĚ;tͿ ϭϭϴ WŽǁĞƌ>ŽĂĚ;tͿ ϭϲϭ EƵŵďĞƌŽĨWĞŽƉůĞ ϭ ^ĞŶƐŝďůĞ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϱϬ͘Ϭ >ĂƚĞŶƚ,ĞĂƚ'ĂŝŶͬWĞƌƐŽŶ;ƚƵͬŚͿ ϮϬϬ͘Ϭ /ŶĨŝůƚƌĂƚŝŽŶŝƌĨůŽǁ Ϭ ^ƉĂĐĞdǇƉĞ ϬϮϭͲ>/s/E'ͲYhZdZ^ ĂůĐƵůĂƚĞĚZĞƐƵůƚƐ WĞĂŬŽŽůŝŶŐ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϲϮϭ͘ϱ WĞĂŬŽŽůŝŶŐ^ĞŶƐŝďůĞ>ŽĂĚ;ƚƵͬŚͿ Ϯ͕ϲϬϴ͘ϱ WĞĂŬŽŽůŝŶŐ>ĂƚĞŶƚ>ŽĂĚ;ƚƵͬŚͿ ϭϮ͘ϵ WĞĂŬŽŽůŝŶŐŝƌĨůŽǁ ϭϰϵ WĞĂŬ,ĞĂƚŝŶŐ>ŽĂĚ;ƚƵͬŚͿ ϭ͕ϲϰϮ͘Ϭ WĞĂŬ,ĞĂƚŝŶŐŝƌĨůŽǁ ϭϭϱ ŽŵƉŽŶĞŶƚƐ ŽŽůŝŶŐ ,ĞĂƚŝŶŐ >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů >ŽĂĚƐ;ƚƵͬŚͿ WĞƌĐĞŶƚĂŐĞŽĨ dŽƚĂů tĂůů ϳϱϭ͘ϳ Ϯϴ͘ϲϳй ϭ͕Ϭϵϰ͘Ϯ ϲϲ͘ϲϯй tŝŶĚŽǁ ϭ͕ϱϰϲ͘ϯ ϱϴ͘ϵϵй ϱϰϳ͘ϵ ϯϯ͘ϯϳй ŽŽƌ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ZŽŽĨ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй ^ŬǇůŝŐŚƚ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй WĂƌƚŝƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй /ŶĨŝůƚƌĂƚŝŽŶ Ϭ͘Ϭ Ϭ͘ϬϬй Ϭ͘Ϭ Ϭ͘ϬϬй >ŝŐŚƚŝŶŐ ϭϮϰ͘ϯ ϰ͘ϳϰй WŽǁĞƌ ϭϲϵ͘ϱ ϲ͘ϰϳй WĞŽƉůĞ Ϯϵ͘ϲ ϭ͘ϭϯй WůĞŶƵŵ Ϭ͘Ϭ Ϭ͘ϬϬй dŽƚĂů Ϯ͕ϲϮϭ͘ϱ ϭϬϬй ϭ͕ϲϰϮ͘Ϭ ϭϬϬй 3DJHRI ILOH&8VHUV-RVK0$SS'DWD/RFDO7HPSHDIIHEDGGDEHF,/5 Reviewed by SAFEbuilt 08/16/2022