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HomeMy WebLinkAbout7869 W. 42nd AvenueF I N I S Y1-1 FINISHED YARROW GARDENS STACKED TOWNHOMES ■III= 11 111AM LOWER LEVEL 200 SF MAIN LEVEL 554 SF UPPER LEVEL 560 SF G1 1,314 SF UNFINISHED GENERAL NOTES GARAGE 354 SF DECK 121 SF PATIO 122 SF A1.03 597 SF Y2 -E FINISHED LOWER LEVEL 204 SF MAIN LEVEL 682 SF UPPER LEVEL 691 SF 1,577 SF UNFINISHED GARAGE 466 SF DECK 108 SF PATIO 144 SF 718 SF Y4 -E FINISHED UPPER LEVEL 773 SF MAIN LEVEL 743 SF LOWER LEVEL 222 SF G1 1,737 SF UNFINISHED GENERAL NOTES DECK 128 SF GARAGE 512 SF PATIO 162 SF A1.03 802 SF BUILDING TYPE 4B CONTEMPORARY ELEVATION STYLE'C' BLOCK 6, LOTS 9- 12 WHEAT RIDGE, COLORADO THRIVE HOME BUILDERS Homes that do more. I N D E X O F D R A W I N G S SHEET NUMBER SHEET NAME LOT ADDRESS AO CONTEMPORARY COVER SHEET G1 CODE ANALYSIS G2 GENERAL NOTES G3 ARCHITECTURAL SITE PLAN A1.01 4-PLEX-B LOWER LEVEL BLDG PLAN A1.02 4-PLEX-B MAIN LEVEL BLDG PLAN A1.03 4-PLEX-B UPPER LEVEL BLDG PLAN A1.04 4-PLEX-B ROOF PLAN A3.01 4-PLEX-B BLDG ELEVATIONS A3.02 4-PLEX-B BLDG ELEVATIONS B U I L D I N G A D D R E S S E S No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE Reviewed by the City of Wheat Ridge ► A, Engineering Division APPROVED Jordan Jefferies BY: DATE: 3/31/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO Reviewed for Zoning Compliance by the , City of Wheat Ridge Planning Division APPROVED BY: DATE: 4/2/2021 COMMENTS: Complies With approved masters and SDP City of Wheat]�dge COMMUNITY DEVELDPM ENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer Allen Posey Date 04/15/2021 \N In e,31 V , , , ' sco 6>Glla',g c� a 0 z W 0 nu 0 Q 0 .o, f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 W W W.THRIVEHOMEBUI LDERS.COM GoddenISudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g tis�0 ARC LU U O 0 V) LU O ZO LU O U C LU oe Z 0 (DO � F— Q LU O ry Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 CONTEMPORARY COVER SHEET AO 0 f h rive HOME BUILDERS Homes that do more_ THRIVE HOME CODE ANALYSIS FIRE-RESISTANT CONSTRUCTION 40 GoddenjSudik -8302.2 TOWNHOUSES: PROJECT D 303.455.4437 www.goddensudik.com -R302.2.1 CONTINUITY: FIRE -RESISTANCE -RATED COMMON WALL SEPARATING EACH UNIT SHALL BE Suite 250 Centennial, CO 80111 APPLICABLE CODES & STANDARD: CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING AND FIRE -RESISTANCE RATING Nl heat U; • , , `9co 2018 INTERNATIONAL BUILDING CODE SHALL EXTEND THE FULL LENGTH OF THE COMMON WALL. ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER U 0 2018 INTERNATIONAL RESIDENTIAL CODE V � O � F— Q W_ O GoddenlSudikArchitects Baseline Engineering EV Studio 2018 INTERNATIONAL ENERGY CONSERVATION CODE -R302.2.2.2 PARAPETS... EXCEPTION: PARAPETS WILL NOT BE REQUIRED... WHEN THE ROOF IS COVERED WITH 5975 S. Quebec St., Suite 250 1950 Ford Street 1117 Cherokee Street Centennial, CO 80111 Golden, CO 80401 Denver, CO 80204 2018 INTERNATIONAL MECHANICAL CODE A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE 303.455.4437 303.940.9966 303.670.7242 2018 INTERNATIONAL PLUMBING CODE MATERIALS OR APPROVED FIRE -RETARDANT -TREATED WOOD FOR A DISTANCE OF 4 FEET ON EACH SIDE OF Contact: Paul Brady Contact: Noah Nemmers Contact: Ross Maxwell 2018 INTERNATIONAL FIRE CODE THE COMMON WALL. 2018 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRIC CODE -R302.2.4 STRUCTURAL INDEPENDENCE: OWNER LANDSCAPE ARCHITECT EXCEPTION 1. FOUNDATIONS SUPPORTING EXTERIOR WALLS OR COMMON WALLS. Thrive Home Builders Redland OCCUPANCY: TOWNHOUSE EXCEPTION 2. STRUCTURAL ROOF AND WALL SHEATHING FROM EACH UNIT MAY FASTEN TO THE 1875 Lawrence Street, Suite 900 1500 west Canal Court PER THE INTERNATIONAL BUILDING CODE EXCEPTION (101.2) DETACHED ONE- AND TWO-FAMILY DWELLING COMMON WALL FRAMING. Denver, CO 80202 Littleton, CO 80120 303.707.4439 720.283.6783 AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) NOT MORE THAN THREE STORIES ABOVE GRADE EXCEPTION 3. NONSTRUCTURAL WALL AND ROOF COVERINGS Contact: Eric Sung Contact: Susan wade PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS AND THEIR ACCESSORY STRUCTURES SHALL COMPLY EXCEPTION 4. FLASHING AT TERMINATION OF ROOF COVERING OVER COMMON WALL CODE ANALYSIS WITH THE INTERNATIONAL RESIDENTIAL CODE. -R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL HEIGHT AND NUMBER OF STORIES: ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2 STORIES: 3 STORIES (MAX) GARAGES: HEIGHT: 32 FT MAX OR PER VARIANCE APPROVAL -R302.5.1 OPENING PROTECTION: DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE MINIMUM OF 1 3/8" THICK SOLID WOOD DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS OR 20 MINUTE FIRE -RATED 2018 INTERNATIONAL RESIDENTIAL CODE PROVISIONS DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. R302.1 CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF -R302.5.2 DUCT PENETRATION: DUCTS IN THE GARAGE AND PENETRATING THE WALLS OR CEILING DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM No. 26 GAGE EXCEPTION 1. WALLS, PROJECTIONS, OPENINGS OR PENETRATIONS IN WALLS SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE R302.6 DWELLING/GARAGE FIRE SEPARATION: PER TABLE R302.6 - DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL TABLE R302.1(1) EXTERIOR WALL TABLE R302.6 DWELLING/GARAGE SEPARATION MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE SEPARATION MATERIAL FROM THE RESIDENCES AND ATTICS NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO FIRE -RESISTANCE RATED 1 HOUR TESTED 0 FEET ASTM E 119 OR UL 263 THE GARAGE SIDE WALLS NOT FIRE -RESISTANCE RATED 0 HOURS >_ 5 FEET FROM ALL HABITABLE ROOMS ABOVE THE NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT NOT ALLOWED N/A < 2 FEET GARAGE FIRE -RESISTANCE RATED 1 HOUR ON THE > 2 FEET < 5 FEET STRUCTURE(S) SUPPORTING FLOOR/CEILING PROJECTIONS UNDERSIDE ASSEMBLIES USED FOR SEPARATION NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT REQUIRED BY THIS SECTION NOT FIRE -RESISTANCE RATED 0 HOURS >_ 5 FEET NOT ALLOWED N/A < 3 FEET GARAGES LOCATED LESS THAN 3 FEET NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO OPENINGS IN WALLS 25% MAX OF WALL AREA 0 HOURS 3 FEET FROM A DWELLING UNIT ON THE SAME LOT THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA UNLIMITED 0 HOURS 5 FEET COMPLY W/ R302.4 < 3 FEET LIGHT, VENTILATION AND HEATING PENETRATIONS ALL NONE REQUIRED 3 FEET -ALL APPLICABLE ROOMS WILL COMPLY WITH REQUIREMENTS IN SECTION R303. -GARAGES WILL NOT BE MECHANICALLY HEATED. MEANS OF EGRESS TABLE 8302.1(2) EXTERIOR WALL - DWELLINGS WITH FIRE SPRINKLERS -SEPARATE MEANS OF EGRESS WILL BE PROVIDED FOR EACH UNIT. MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE -AUTOMATIC SPRINKLER SYSTEM WILL ONLY BE INSTALLED IN SPECIFIC UNITS AS NOTED ON SHEET G3. 1 HOUR TESTED FIRE -RESISTANCE RATED 0 FEET ASTM E 119 OR UL 263 -FIRE SPRINKLER SYSTEM SHALL BE DESIGNED & INSTALLED IN ACCORDANCE WITH SECTION P2904 WALLS OR NFPA NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET CA/ACCESSIBILITY DNOT ALLOWED N/A < 2 FEET PER FAIR HOUSING ACT: MULTISTORY DWELLING UNITS ARE NOT COVERED BY THE GUIDELINES WITHOUT 1 HOUR ON THE PROJECTIONS FIRE -RESISTANCE RATED UNDERSIDE 2 FEET ONE OR MORE ELEVATORS. -R320.1 SCOPE: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, THE NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY. NOT ALLOWED N/A < 3 FEET OPENINGS IN WALLS -IBC 1 107.6.3 GROUP R-3: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, UNLIMITED 0 HOURS 3 FEET EVERY DWELLING UNIT SHALL BE A TYPE B UNIT. -R1 107.7.2 MULTISTORY UNITS: A MULTISTORY DWELLING UNITY WHICH IS NOT PROVIDED WITH ELEVATOR COMPLY W/ R302.4 < 3 FEET SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT. PENETRATIONS ALL NONE REQUIRED 3 FEET DEFERRED SUBMITTALS: FIRE SPRINKLERS (DEFERRED SUBMITTAL UNDER SEPARATE PERMIT) STRUCTURAL FOUNDATION PLANS WILL BE SUBMITTED AT INDIVIDUAL LOT SUBMITTALS. 0 f h rive HOME BUILDERS Homes that do more_ THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM 40 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Of Cotolp If 03 O PAU MIC RA 401 g F tis�0 ARC Nl heat U; • , , `9co LU U 0 V) LU O ZO wO U C) 7 LU L V 0 V � O � F— Q W_ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 CODE ANALYSIS Gl GENERAL NOTES ROOF NOTES FIRE SEPARATION NOTES 1 . CODES HAVING JURISDICTION SHALL BE STRICTLY OBSERVED IN THE CONSTRUCTION OF 1 . ALL ROOF TRUSSES TO BE DESIGNED AND FABRICATED UNDER THE SUPERVISION OF A 1 . OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING THE PROJECT. ALL APPLICABLE STATE, COUNTY, AND CITY REQUIREMENTS REGARDING COLORADO LICENSED STRUCTURAL ENGINEER. PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE CODES SHALL BE 2. PROVIDE ROOF VENTS AND/OR SOFFIT VENTS AS REQUIRED PER IRC. SEE ROOF VENT RESIDENCE SHALL BE EQUIPPED WITH A SELF-CLOSING, SELF -LATCHING SOLID WOOD VERIFIED BY THE SUBCONTRACTORS BEFORE COMMENCEMENT OF CONSTRUCTION. ANY CALCULATIONS FOR "NET FREE AREA REQUIRED". DOOR NOT LESS THAN 1-3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR DISCREPANCIES BETWEEN THE CODE REQUIREMENT AND THE DRAWINGS SHALL BE 3. CRICKET AND SADDLES SHALL BE INSTALLED IN REQUIRED LOCATIONS PER IRC. NOT LESS THAN 1-3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS. (IRC) REPORTED TO THE BUILDER IMMEDIATELY. 4. INSTALL CONTINUOUS SOFFIT VENTS WITH OVERHANGS UNDER 24 INCHES AND SOLID 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC SPACE BY NOT 2. CONTACT THE BUILDER FOR CLARIFICATION OF ANY DISCREPANCIES AND/OR ERRORS SOFFIT BOARDS WITH UNDEREAVE VENTS WITH OVERHANGS OVER 24 INCHES. LESS THAN 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE FOUND IN THE CONTRACT DOCUMENTS. ANY CHANGES TO THE CONTRACT DOCUMENTS 5. ICE AND WATER SHIELD TO BE INSTALLED PER IRC & BUILDING SPECIFICATIONS. SEPARATION IS A HORIZONTAL THE GYPSUM BOARD SHALL BE ATTACHED TO FRAMING SHALL BE REVIEWED AND APPROVED BY THE BUILDER PRIOR TO ANY CONSTRUCTION. 6. VALLEYS: CENTER A 36" WIDE STRIP OF SELF -ADHERED ICE AND WATER SHIELD IN THE VALLEY. MEMBER SPACED NO MORE THAN 16 INCHES ON CENTER AND THE STRUCTURE 3. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDELINES ICE AND WATER SHIELD SHALL BE TIGHT IN THE VALLEY, WITHOUT CREASES OR WRINKLES. SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE 'X' AND/OR BUILDER DETAILS. CONTACT BUILDER WITH ANY DISCREPANCIES BETWEEN MFR'S INSTALL ROOF UNDERLAYMENT TO THE ROOF AND OVERLAP ICE & WATER SHIELD STRIP BY 6" GYPSUM BOARD OR EQUIVALENT. (IRC) AROUND STRUCTURAL ELEMENTS PROVIDE 5/8" GUIDELINES AND BUILDER PROVIDED DETAILS PRIOR TO INSTALLATION. MINIMUM. INSTALL SHINGLES IN CLOSED OR WOVEN VALLEY PER SHINGLE MANUFACTURER'S TYPE 'X' GYPSUM BOARD - TAPE AND FINISH. 4. CONTRACTOR AND APPLICABLE TRADES WORKING ON THE JOB SHALL CONSULT WITH AND SPECIFICATIONS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING FOLLOW PREPARED SOILS REPORT RECOMMENDATIONS. 7. GENERAL UNDERLAYMENT REQUIREMENTS PER IRC AND ROOFING MANUFACTURER'S THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE 5. SEE STRUCTURAL ENGINEER'S SITE SPECIFIC FOUNDATION PLANS FOR FINAL CONSTRUCTION SPECIFICATION: (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS SPECIFICATIONS. 7.1. FOR 2:12 UP TO 4:12 ROOF, PROVIDE 2 LAYERS OF BUILDER APPROVED INTO THE GARAGE. 6. CONTRACTOR TO COORDINATE TOP OF FOUNDATION WALL ELEVATIONS WITH UNDERLAYMENT. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE INFORMATION INDICATED ON THESE DRAWINGS, STRUCTURAL ENGINEER'S FOUNDATION 7.2. FOR 4:12 AND GREATER, PROVIDE ONE LAYER OF BUILDER APPROVED UNDERLAYMENT. AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. (IRC) PLANS AND FINAL SITE GRADING. 8. PROVIDE DOWNSPOUTS, PER BUILDER SPECIFICATIONS, W/ ADJUSTABLE EXTENDERS TO 5. AT MECHANICAL FLUES PROVIDE DRAFT STOP AT FLOOR LEVELS, VERIFY CLEARANCE WITH 7. PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION PER SOILS REPORT CARRY WATER MIN. 5-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT OR MANUFACTURER, MECHANICAL ENGINEER AND LOCAL CODES. RECOMMENDATIONS OR A MINIMUM OF 10% AWAY FROM FOUNDATION FOR THE FIRST 10 PER LOCAL CODES. WHERE APPLICABLE, REFER TO CIVIL DRAWINGS FOR LOCATION OF AND 6. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED BY CODE TO BE FIRE -RESISTANCE RATED, FEET. IMPERVIOUS SURFACES MAY BE SLOPE 2.5% MINIMUM AWAY FROM THE STRUCTURE CONNECTION TO THE STORM DRAIN SYSTEM. SHALL BE PROVIDED WITH A 1/2" GYPSUM WALL BOARD MEMBRANE, 5/8" WOOD FOR THE FIRST 10 FEET. GENERAL NOTES STRUCTURAL PANEL MEMBRANE OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR 8. PROVIDE DAMP PROOFING ON EXTERIOR FACE OF ALL FOUNDATION WALL PER BUILDER OPENING NOTES FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL SPECIFICATION. 1 . PROVIDE TEMPERED GLAZING IN HAZARDOUS LOCATIONS PER IRC OUTLETS, LIGHTING, DEVICES, LUMINARIES, WIRES, SPEAKERS, DRAINAGE, PIPING AND 9. PER IRC, PROVIDE 4 MIN. GRAVEL BASE OR APPROVED EQUAL UNDER CONCRETE SLAB ON 2. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. GRADE WITH A 6" MIN. POLYETHYLENE OR APPROVED VAPOR BARRIER WITH JOINTS LAPPED ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENINGS. EXCEPTIONS: NOT LESS THAN 6" BETWEEN GRAVEL BASE AND SLAB. 3. EGRESS WINDOWS (IRC): 6.1. FLOOR ASSEMBLIES PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. 10. PROVIDE MINIMUM CLEARANCES FOR ALL EXTERIOR WALL MATERIALS TO TOP OF GRADE PER 3.1 . EGRESS WINDOWS TO HAVE A SILL HEIGHT OF 24" MINIMUM AND 44" MAXIMUM ABOVE 6.2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR LOCAL CODES OR A MINIMUM OF 8" (4" FOR MASONRY VENEERS). FINISHED FLOOR. STORAGE OR FUEL -FIRED APPLIANCES. 1 1 . ALL DIMENSIONS ARE TO FACE OF FOUNDATION OR ROUGH FACE OF STUDS UNLESS 3.2. SHALL HAVE 5.7 SQUARE FEET OF OPEN AREA. GRADE FLOOR MINIMUMALL 6.3. AGGREGATE AREA OF THE UNPROTECTED PORTION DOES NOT EXCEED 80 S.F. & INDICATED OR NOTED OTHERWISE. ALL MASONRY DIMENSIONS INDICATED ARE NOMINAL OPENINGS SHALL HAVE A MINIMUM OF 5 SQUARE FEET OF NET OPEN AREA. FIREBLOCKING IS INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED PORTION DIMENSIONS. CONTACT THE BUILDER FOR CLARIFCATION WITH ANY DIMENSIONING ISSUES 3.3. NET CLEAR HEIGHT SHALL BE 24" MINIMUM AND NET CLEAR WIDTH SHALL BE 20" TO SEPARATE THE AREA FROM THE REMAINDER OF THE FLOOR ASSEMBLY. OR CONFLICTS. DO NOT SCALE. MINIMUM. 6.4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE 12. THICKNESS OF INTERIOR WALL FRAMING IS 3 1/2" UNLESS NOTED OTHERWISE. 4. EGRESS WINDOW WELLS MUST ALLOW FULL OPERATION OF WINDOW HAVE A MINIMUM LUMBER EQUAL TO OR GREATER THAN 2X10 NOMINAL DIMENSION, OR OTHER 13. TYPICAL THICKNESS OF 2X6 EXTERIOR WALL FRAMING IS 5 1/2" UNLESS NOTED CLEAR AREA OF 9 SQUARE FEET AND A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. OTHERWISE. 36 INCHES. IF WINDOW WELL IS OVER 44 INCHES DEEP, PERMANENT STAIRS OR LADDER 7. PROVIDE FIRE -RATED EAVE PER DETAIL AS REQUIRED PER CODE -VERIFY W/ PLOT PLAN AND 14. DOOR &WINDOW CALLOUTS ARE GENERIC/NOMINAL DIMENSIONS. ACTUAL ROUGH MUST BE PROVIDED WHICH DOES NOT PREVENT OPERATION OF THE WINDOW OR FIELD CONDITIONS. OPENINGS PER MANUFACTURER'S SPECS. ENCROACH MORE THAN 6 INCHES INTO THE CLEAR AREA. (IRC) 15. ALL ANGLES ARE 450 UNLESS NOTED OTHERWISE FIRE SPRINKLER NOTES 16. ALL DOOR & WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF R.O. UNO PLUMBING NOTES 1. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO- FAMILY 17. PLATFORM FRAME ALL WALLS TO UNDERSIDE OF BOTTOM CHORDS OF TRUSS OR JOIST. 1 . VERIFY WITH LOCAL MUNICIPALITY & INSTALL WATER -HAMMER ARRESTORS AS NECESSARY TO DWELLINGS UNLESS EXEMPTED BY LOCAL MUNICIPALITY. 18. FRAMING CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALL SERVICE LINES FOR WASHER BOX, DISHWASHER AND ICE -MAKER. WATER -HAMMER ARRESTORS 2. DESIGN &INSTALL AUTOMATIC FIRE SPRINKLER SYSTEMS PER IRC AND LOCAL CODES. SUBCONTRACTORS TO DETERMINE THE LOCATION OF ALL FIXTURES, APPLIED TREATMENTS, SHALL INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION EQUIPMENT, HARDWARE ITEMS, ETC., AND PROVIDE SOLID STRUCTURAL BLOCKING AND/OR INSTRUCTIONS. C CTIONS. IECC 2018 COMPLIANCE NOTES EXTRA FRAMING NECESSARY FOR SAFE AND SOUND ANCHORAGE AND/OR SUPPORT. 2. SUMP PIT &PUMP TO BE INSTALLED PER LOCAL CODES (IRC) AND SEALED WITH GAS-TIGHT SIMULATED PERFORMANCE ALTERNATIVE METHOD 19. PROVIDE VERTICAL AND HORIZONTAL FIRE BLOC KIN G/DRAFTSTOPS PER LOCAL CODES REMOVABLE COVER. FIELD VERIFY LOCATION OF PIT. 1 . INSULATION - SEE SCHEDULE. 20. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, LAUNDRY 3. PROVIDE COMBUSTION AIR PER SPECIFICATION AND LOCAL CODES (IRC) TO FURNACE AND 2. WINDOWS - LOW -E, U<0.30 MINIMUM. ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. THE HOT WATER HEATER. 3. HEATING - FUEL -FIRED AIR DISTRIBUTION, NATURAL GAS, 92.1 AFUE MINIMUM. REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST 4. WATER CLOSETS AND LAVATORIES SHALL BE SET 15" FROM ITS CENTER TO ANY SIDE WALL, 4. COOLING -ELECTRIC AIR CONDITIONING UNIT, 13.0 SEER MINIMUM. PROJECTION FROM THE CEILING. (IRC) PARTITION OR VANITIES AND MAINTAIN 30" MINIMUM CENTER -TO -CENTER BETWEEN 5. WATER HEATING - TANKLESS HOT WATER SYSTEM WITH BUILT-IN RE -CIRCULATION PUMP. 21. CEILINGS IN BASEMENTS WITHOUT HABITABLE SPACES MAY PROJECT TO WITHIN 6 FEET, 8 ADJACENT FIXTURES. 0.97 EF. INCHES OF THE FINISHED FLOOR; AND BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS 5. MAINTAIN 21" MINIMUM CLEARANCES IN FRONT OF WATER CLOSETS AND LAVATORIES. 6. PROGRAMMABLE THERMOSTAT STANDARD - ONE PER HEATING/COOLING SYSTEM. MAY PROJECT TO WITHING 6 FEET, 4 INCHES OF THE FINISHED FLOOR. (IRC) 7. DUCT SEALING - LESS THAN OR EQUAL TO 4 CFM/100 SF FOR 2 RETURNS & 6CFM FOR 3 22. SHOWER AND TUB/SHOWER WALLS SHALL BE INSTALLED WITH BACKING PER BUILDER RADON MITIGATION NOTES RETURNS SPECIFICATION & FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6'-0" (IRC) 1 . 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB PERFORATED PIPE IN 4" 8. PER SECTION N1 101.14 (R401.3) (MANDATORY) A PERMANENT CERTIFICATE SHALL BE 23. VENT ALL EXHAUST FANS TO EXTERIOR. PROVIDE RAIN CAPS AND FLASHING AS REQUIRED. MIN. GRAVEL BED (BY OTHERS) AND RUN THROUGH HOUSE'S CONDITION SPACE AND ROOF COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A 24. PROVIDE MECHANICAL VENTILATION PER CODE IN BATHROOMS CONTAINING A BATHTUB & FLASH ALL PENETRATIONS. INSTALL PER EPA'S GUIDANCE DOCUMENT FOR RADON OR PER WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED AND/OR SHOWER, WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS BUILDER'S GUIDE TO CODE CLIMATES. LOCATION INSIDE THE BUILDING. THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION. 2. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL 9. THE AREA -WEIGHTED AVERAGE MAXIMUM FENESTRATION U -FACTOR PERMITTED USING 25. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF BED PRIOR TO CASTING THE SLAB. LAP BARRIER 12" MIN. & FIT CLOSELY AROUND ANY PIPE TRADE-OFFS FROM SECTION N1 102.5 SHALL BE 0.48 IN CLIMATE ZONES 4 TREADS OR FLIGHT WITH FOUR OR MORE RISERS. (IRC) HANDRAIL HEIGHT, MEASURED OR OTHER PENETRATIONS. AND 5, AND 0.75 IN CLIMATE ZONES 4 THROUGH 8 FOR SKYLIGHTS. VERTICALLY FROM THE SLIPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE 3. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER 10. DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. OF RAMP SLIPE, SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". (IRC) ALL REQUIRED MFR'S SPECS. 4. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN & OF THE RADON VENT PIPE. RADON FAN 1 1 . PER SECTION N1 104.1, NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY INSTALLED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE FLIGHT FROM A POINT PER SPECIFICATIONS &INSTALLED PER MFR'S SPECIFICATIONS. LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75% OF THE DIRECTLY ABOVE THE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE INSULATION SCHEDULE PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN FOUNDATION WALL -UNFINISHED R-5 MIN. RIGID FOAM AT 12. CLASS 1, II OR III VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A ................................................ EXTERIOR FACE WALLS IN CLIMATE ZONE 5. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE WALL AND HTE HANDRAILS. IRC (IRC) THE SPECIFIED: HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC. 2x4 STUD WALL............................................................................... R-13 MIN. PER 12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC 26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE BUILDER SPECS 2X6 STUD WALLR-20 MIN. PER 13. ALL CRAWLSPACES, IF APPLICABLE, ARE CONDITIONED. FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES ............................................................................... BUILDER SPECS 14. SEE PROVIDED "PROJECTED" COMPLIANCE REPORT FROM ENERGY LOGIC. A FINAL OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW "CONFIRMED" COMPLIANCE REPORT FROM ENERGY LOGIC SHALL BE PROVIDED PRIOR TO A SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSE ATTIC............................................................................................... R-50 MIN. PER CERTIFICATE OF OCCUPANCY. OF THE TREADS. (IRC) BUILDER SPECS 27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED CANTILEVERED FLOORS................................................................... BLOW FULL W/ AIR SEALING NOTES SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC) INSULATION PER BUILDER 1 . OWENS CORNING ENERGY COMPLETE AT ALL TOP PLATES ADJOINING AN ATTIC SPACE 28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS SPECS AND AT ALL SEAMS, GAPS AND CRACKS ON GARAGE SEPARATION WALL, INCLUDING OSB OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A RIM JOISTS....................................................................................... 2" CLOSED CELL JUNCTIONS AT TOP PLATE, BOTTOM PLATE AND CORNERS. VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS SPRAY FOAM W/ R-19 BATT 2. FOAM SEALANT AT SILLS, GAPS IN FRAMING, OUTLETS ON EXTERIOR WALLS, PENETRATIONS THAN 22" X 30" AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE GARAGE CEILING (OPTIONAL).......................................................... R-36 MIN. PER BUILDER INTO ATTIC. 2ND AND 3RD SUBFLOOR RIM (TOP AND BOTTOM) AND AT MAIN FLOOR LOCATION. A 30" MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE SPECS WHERE SILL PLATE MEETS THE CONCRETE FOUNDATION. PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE IMC FOR ACCESS 2x4 GARAGE WALL (OPTIONAL)........................................................ R-13 MIN. PER BUILDER 3. ALL WINDOW & DOOR FRAMES WIILL BE SEALED WITH A CONTINUOUS BEAD OF REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC) SPECS NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT). 29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC 2x6 GARAGE WALL (OPTIONAL)........................................................ R-20 MIN. PER BUILDER AND LOCAL CODES. INSTALL PER BEST PRACTICES, MANUFACTURER'S GUIDELINES OR PER SPECS BUILDER SPECIFICATIONS. CONSULT BUILDER PRIOR TO INSTALL REGARDING ANY QUESTIONS OR CONFLICTS. 30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1/81, AROUND THE EDGE OF THE BOX (REPAIR AS NEEDED) 31. VERIFY ALL LOCATIONS, SPANS AND SPACING OF BEAMS, BEARING WALLS, POINT LOADS, JOISTS, RAFTERS AND TRUSSES WITH STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS. 0 f h rive HOME BUILDERS Homes that do more_ THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM 40 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf Cotolp y O PAU MIC RA 401 g F tis�0 ARGN� ,Wheat o CD �G;�dln� p�y`Qc 0 LU U O 0 V) LU O ZO wO U C) 7 LU L V 0 V � O � F- Q W_ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 GENERAL NOTES G2 - 2124 Y4 -EA ,I Y1 -IA M �N o m Cn w �IIti a I /2 -IA I o BLDG TYPE 5A BLOCK 4, LOTS 6-10 m w Y2-1 � Y4 -E rn o a io 0IE 4 °d ea Y4 -EA wJ ry TrU 0 M Y1 -IA U) LU LU M Cn BLDG TYPE 5A �I .I BLOCK 4, LOTS 1-5 r M Y2-1 o ° 4 WEST 43RD CIRCLE WEST 43RD CIRCLE �� ARCHITECTURAL SITE PLAN 1 of = 30'-0" WEST 43RD PLACE 30V_jd 4HEb 1S3M 30V_jd 4HEb 1S3M EFL 10'-6" 10'-6" — — —Y4 -W— Y1 -I Y1-1 Y2 -E Y2 -E Y1-1 Y1-1 Y4 -W a BLDG TYPE 4B BLDG TYPE 4B BLOCK� 6 LOTS 5-8 BLOCK 6 LOTS 1-4 L 8 SCD ti � L 9 E Z o° WEST 43RD PLACE WEST 43RD PLACE 30V_jd 4HEb 1S3M 30V_jd 4HEb 1S3M — T ° I Y4 -E— Y1 -I Y2 -I Y2 -I Y4 -E I Y2 -E Y1 -I Y1 -I Y2 -E BLDG TYPE 5A BLDG TYPE 4B BLOCK 5, LOTS 5-9 I BLOCK 5 LOTS 1-4 6 L 9 g ti L 8 E Z L -4 L — 1 / d: � 11 10 12 13 BLDG TYPE 5A BLOCK 5, LOTS 10-14 Y4 -E Y1 -I Y2-1 Y2-1 °a 8'-9" 14 Y4 -E &N ° °Q O Y2 -E Y2-1 M BLDG TYPE 4 BLOCK 1, LOTS 1-Z N Y21 I Y4 -W 30V_jd 42JEb 1S31 30V_jd 4HEb 1S3M N Y4 -W d N YI-I I Y2-1 N °® Uj CO w BLDG TYPE 6C - ELEV 2 U) BLOCK 5, LOTS 19-24 OfO c� Y2-1 Q 0� 16 17 15 18 o YI-I I BLDG TYPE 4B BLOCK 5, LOTS 15-18 d hY2 -E Y1 -I Y1 -I Y4 -E rn Y4 -W L El d WEST 42ND AVENUE WEST 42ND AVENUE S31'cIVA M O 21 R.O.W. VARIES R.O.W. VARIES DnNDAV GNZb 1SDM N W. 42ND AVE. A SITE PLAN NOTES • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • DIMENSIONS TAKE PRECEDENCE OVER DRAWING - DO NOT SCALE! • THE ARCHITECTURAL SITE PLAN IS INCLUDED TO GRAPHICALLY INDICATE APPROXIMATE LOCATIONS OF BUILDINGS, PARKING, AND BUILDING NUMBERS ONLY. • REFER TO LANDSCAPE ARCHITECT'S DRAWINGS FOR LANDSCAPING, SIDEWALKS, MONUMENT, AND FENCE DESIGN. • REFER TO CIVIL ENGINEER'S DRAWINGS FOR HORIZONTAL DIMENSIONAL CONTROLS, GRADING, FINISH FLOOR ELEVATIONS, BUILDING STEPPING, DRAINAGE, UTILITY EASEMENTS, AND ACCESSIBLE ROUTE LOCATIONS AND DETAILS. • REFER TO MEP ENGINEER'S DRAWINGS FOR THE LOCATIONS OF ALL METERS, PANELS, CLEANOUTS, TRANSFORMERS, AND PARKING LOT AND SITE LIGHTING. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • AN ACCESSIBLE ROUTE SHALL BE PROVIDED CONNECTING ACCESSIBLE BUILDINGS AND ACCESSIBLE SITE FACILITIES PER IBC 2012 SECTION 1107.4. • ALL ACCESSIBLE ROUTES MUST COMPLY WITH ICC/ANSI A117.1-2009 CHAPTER 4. • SLOPES GREATER THAN 1:20 ON ANY OF THE ACCESSIBLE ROUTES SHALL REQUIRE HANDRAILS COMPLYING WITH ICC/ANSI A117.1-2009 SECTION 405 & 505 AND NOT EXCEED A SLOPE OF 1:12. ADA / ACCESSIBILITY NOTES 2018 INTERNATIONAL RESIDENTIAL CODE NON -ELEVATOR, MULTI -STORY UNITS ARE EXEMPT FROM FAIR HOUSING ACT REQUIREMENTS. IRC 2018 SECTION R320 - ACCESSIBILITY R320.1 SCOPE. WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS IN A SINGLE STRUCTURE, THE PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY. • IBC 2018 CHAPTER 11 -ACCESSIBILITY 1107.6.3 GROUP R-3. IN GROUP R-3 OCCUPANCIES WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE 'B' DWELLING UNIT. EXCEPTION: THE NUMBER OF TYPE 'B' UNITS IS PERMITTED TO BE REDUCED IN ACCORDANCE WITH SECTION 1107.7. 1107.7.2 MULTISTORY UNITS. A MULTISTORY DWELLING OR SLEEPING UNIT WHICH IS NOT PROVIDED WITH ELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE 'B' DWELLING UNIT. COLORADO STANDARDS FOR ACCESSIBLE HOUSING CRS 9-5, ARTICLE 5 REQUIREMENT: TOTAL # OF UNITS — — I� 10'-6 42 10 IEE— -6" 43 1 43 — 1 HOUR TESTED ASTM E 119 OR 0 FEET TOTAL UL 263 43 pf C0to�9 y O 0 HOURS > 5 FEET 0 NOT ALLOWED < 2 FEET TO < 5 U O FEET PROJECTIONS 1 HOUR > 2 FEET TO B _DG TYPE 4B UNDERSIDE < 5 FEET 0 HOURS BLDG TYPE 41 OCK 6, LOTS 9-12 < 3 FEET OPENINGS IN WALLS 25% MAX AREA (0 HRS) BLOCK 6, LOTS 13-16 UNLIMITED (0 HRS) 5 FEET COMPLY W/ R302.4 d PENETRATIONS NONE REQUIRED Y1-IAY2-EA Y2 -EA/ Y1 -IA Y1 -I Y4 -WA ARCHITECTURAL SITE PLAN G3 d Q d ro=Tkd WEST 42ND AVENUE WEST 42ND AVENUE R.O.W. VARIES R.O.W. VARIES WEST 43RD PLACE WEST 43RD PLACE 30V_jd 4HEb 1S3M 30V_jd 4HEb 1S3M — T ° I Y4 -E— Y1 -I Y2 -I Y2 -I Y4 -E I Y2 -E Y1 -I Y1 -I Y2 -E BLDG TYPE 5A BLDG TYPE 4B BLOCK 5, LOTS 5-9 I BLOCK 5 LOTS 1-4 6 L 9 g ti L 8 E Z L -4 L — 1 / d: � 11 10 12 13 BLDG TYPE 5A BLOCK 5, LOTS 10-14 Y4 -E Y1 -I Y2-1 Y2-1 °a 8'-9" 14 Y4 -E &N ° °Q O Y2 -E Y2-1 M BLDG TYPE 4 BLOCK 1, LOTS 1-Z N Y21 I Y4 -W 30V_jd 42JEb 1S31 30V_jd 4HEb 1S3M N Y4 -W d N YI-I I Y2-1 N °® Uj CO w BLDG TYPE 6C - ELEV 2 U) BLOCK 5, LOTS 19-24 OfO c� Y2-1 Q 0� 16 17 15 18 o YI-I I BLDG TYPE 4B BLOCK 5, LOTS 15-18 d hY2 -E Y1 -I Y1 -I Y4 -E rn Y4 -W L El d WEST 42ND AVENUE WEST 42ND AVENUE S31'cIVA M O 21 R.O.W. VARIES R.O.W. VARIES DnNDAV GNZb 1SDM N W. 42ND AVE. A SITE PLAN NOTES • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • DIMENSIONS TAKE PRECEDENCE OVER DRAWING - DO NOT SCALE! • THE ARCHITECTURAL SITE PLAN IS INCLUDED TO GRAPHICALLY INDICATE APPROXIMATE LOCATIONS OF BUILDINGS, PARKING, AND BUILDING NUMBERS ONLY. • REFER TO LANDSCAPE ARCHITECT'S DRAWINGS FOR LANDSCAPING, SIDEWALKS, MONUMENT, AND FENCE DESIGN. • REFER TO CIVIL ENGINEER'S DRAWINGS FOR HORIZONTAL DIMENSIONAL CONTROLS, GRADING, FINISH FLOOR ELEVATIONS, BUILDING STEPPING, DRAINAGE, UTILITY EASEMENTS, AND ACCESSIBLE ROUTE LOCATIONS AND DETAILS. • REFER TO MEP ENGINEER'S DRAWINGS FOR THE LOCATIONS OF ALL METERS, PANELS, CLEANOUTS, TRANSFORMERS, AND PARKING LOT AND SITE LIGHTING. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • AN ACCESSIBLE ROUTE SHALL BE PROVIDED CONNECTING ACCESSIBLE BUILDINGS AND ACCESSIBLE SITE FACILITIES PER IBC 2012 SECTION 1107.4. • ALL ACCESSIBLE ROUTES MUST COMPLY WITH ICC/ANSI A117.1-2009 CHAPTER 4. • SLOPES GREATER THAN 1:20 ON ANY OF THE ACCESSIBLE ROUTES SHALL REQUIRE HANDRAILS COMPLYING WITH ICC/ANSI A117.1-2009 SECTION 405 & 505 AND NOT EXCEED A SLOPE OF 1:12. ADA / ACCESSIBILITY NOTES 2018 INTERNATIONAL RESIDENTIAL CODE NON -ELEVATOR, MULTI -STORY UNITS ARE EXEMPT FROM FAIR HOUSING ACT REQUIREMENTS. IRC 2018 SECTION R320 - ACCESSIBILITY R320.1 SCOPE. WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS IN A SINGLE STRUCTURE, THE PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY. • IBC 2018 CHAPTER 11 -ACCESSIBILITY 1107.6.3 GROUP R-3. IN GROUP R-3 OCCUPANCIES WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE 'B' DWELLING UNIT. EXCEPTION: THE NUMBER OF TYPE 'B' UNITS IS PERMITTED TO BE REDUCED IN ACCORDANCE WITH SECTION 1107.7. 1107.7.2 MULTISTORY UNITS. A MULTISTORY DWELLING OR SLEEPING UNIT WHICH IS NOT PROVIDED WITH ELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE 'B' DWELLING UNIT. COLORADO STANDARDS FOR ACCESSIBLE HOUSING CRS 9-5, ARTICLE 5 REQUIREMENT: TOTAL # OF UNITS POINTS REQUIRED POINTS PROVIDED 89 (TOTAL) 42 43 ACCESSIBLE UNITS PROVIDED UNIT TYPE # OF UNITS PER CRS 9-5 POINTS/ TOTAL UNIT POINTS PROVIDED VISITABLE DWELLING UNIT 43 1 43 SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR 0 FEET TOTAL UL 263 43 UNIT TYPE LEGEND VISITABLE DWELLING UNIT = SPRINKLERED = • REFER TO SITE AND GRADING PLANS FOR LOCATIONS OF ACCESSIBLE UNITS AND ACCESSIBLE ROUTES. • PER CRS 9-5, ARTICLE 5, A "TYPE B VISITABLE GROUND FLOOR" MEANS A MULTIPLE -STORY DWELLING UNIT WITH AN ACCESSIBLE ENTRANCE AND TOILET FACILITY DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF ANSI A117.1-1998, SECTION 1003 (ADDITIONAL FEATURES PROVIDED IN ACCORDANCE WITH TYPE 'C' VISITABLE UNITS PER ICC/ANSI A117.1-2009, SECTION 1005. RE: ACCESSIBLE NOTES AND DETAILS). IRC 2018 TABLE R302.10) EXTERIOR WALL REQUIREMENTS EXTERIOR MINIMUM FIRE MINIMUM FIRE RESISTANCE SEPARATION ELEMENT RATING DISTANCE SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR 0 FEET WALLS UL 263 Centennial, CO 80111 pf C0to�9 y O 0 HOURS > 5 FEET 0 NOT ALLOWED < 2 FEET TO < 5 U O FEET PROJECTIONS 1 HOUR > 2 FEET TO CONSTRUCTION UNDERSIDE < 5 FEET 0 HOURS > 5 FEET NOT ALLOWED < 3 FEET OPENINGS IN WALLS 25% MAX AREA (0 HRS) 3 FEET UNLIMITED (0 HRS) 5 FEET COMPLY W/ R302.4 > 3 FEET PENETRATIONS NONE REQUIRED 3 FEET FIRE RATED EAVES/WALLS = PROPERTY LINES = w 0 z z 0 n 0 0 0. 0 .T 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g F tis�0 ARC o��heal CD _2�00 0 LU U O rF- V V) LU O 5 � ZO wO U C ^/ rLU oe Z V V O F— u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 ARCHITECTURAL SITE PLAN G3 EC& 77-a„ BLDG 4B - LOWER LEVEL PLAN 3/16" = V-0" ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERIC 7869 WEST 42ND AVENUE BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- 7865 WEST 42ND AVENUE ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S 7861 WEST 42ND AVENUE DRYWALL SCREWS AT 24" O.C. 7859 WEST 42ND AVENUE FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S BOARD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES UL DESIGN U375 AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON SOUND TEST: EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ JOINTS. � w � O ZO wO U C) = LU z c� Q o WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO 111ST PORCHE TO HAVE 2% MIN. SLOPE AWAY FROM BUILDING FOR PROPER DRAINAGE, TYP. AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* N O PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF = 27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF = 27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF = 27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF = 27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. 2 HOUR FIRE 60 TO 64 STC SOUND *PROPRIETARY GYPSUM BOARD THICKNESS: 3 1/2" (FIRE) 11 3/4" (SOUND) THRIVE HOME APPROX. WEIGHT: 9.5 PSF AMERICAN GYPSUM COMPANY 1" SHAFT LINER GoddenjSudik ARCHITECTS DENSHIELD SHAFTLINER 1" SILENT GUARD FIRE TEST: UL R6937 (R14196), GYPSUM LINER Suite 250 04NK19014, 10-28-04, BOARD PAU MIC RA 401 g tisk- ARC UL DESIGN U375 50oc SOUND TEST: RAL TL05-149, 7-13-05 TYPE -OC n 0 0 o, 0 .Q 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Ire,pf cot01p y O PAU MIC RA 401 g tisk- ARC NI heal U "' `9co 50oc LU U O Q o � w � O ZO wO U C) = LU z c� Q o V O F— u< LLJ O Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B LOWER LEVEL BLDG PLAN A1,01 VAFA9 r UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 UNIT Y2 -E N LOT 9 LOT 10 LOT 11 LOT 12 BLDG 4B -MAIN LEVEL PLAN 0 3/16" = V-0" ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERIC 7869 WEST 42ND AVENUE BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- 7865 WEST 42ND AVENUE ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S 7861 WEST 42ND AVENUE DRYWALL SCREWS AT 24" O.C. 7859 WEST 42ND AVENUE FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S BOARD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES UL DESIGN U375 AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON SOUND TEST: EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ JOINTS. � w � O ZO wO U C) = LU Q o z(D c� WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS rV APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF = 27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF = 27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF = 27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF = 27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. 2 HOUR FIRE 60 TO 64 STC SOUND *PROPRIETARY GYPSUM BOARD THICKNESS: 3 1/2" (FIRE) 11 3/4" (SOUND) THRIVE HOME APPROX. WEIGHT: 9.5 PSF AMERICAN GYPSUM COMPANY 1" SHAFT LINER GoddenjSudik ARCHITECTS DENSHIELD SHAFTLINER 1" SILENT GUARD FIRE TEST: UL R6937 (R14196), GYPSUM LINER Suite 250 04NK19014, 10-28-04, BOARD PAU MIC RA 401 g tisk- ARC UL DESIGN U375 0 /ng D,J`�\ c SOUND TEST: RAL TL05-149, 7-13-05 TYPE -OC n 0 0 o, 0 .Q 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Ire,pf cot01p y O PAU MIC RA 401 g tisk- ARC N meat o C..) 0 /ng D,J`�\ c 0 LU U O < o � w � O ZO wO U C) = LU Q o z(D c� O F— wu< O = r rV Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B MAIN LEVEL BLDG PLAN A1,02 76'-0" UNIT Y4 -E UNIT Y1-1 LOT 9 LOT 10 BLDG 4B - UPPER LEVEL PLAN 3/16" = V-0" UNIT Y1-1 LOT 11 ROOF -SOFFIT SYSTEMS UNIT Y2 -E LOT 12 GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERIC 7869 WEST 42ND AVENUE BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- 7865 WEST 42ND AVENUE ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S 7861 WEST 42ND AVENUE DRYWALL SCREWS AT 24" O.C. 7859 WEST 42ND AVENUE FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S BOARD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES UL DESIGN U375 AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON SOUND TEST: EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ JOINTS. � w � O ZO wO U C) = LU Q o z(D c� WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS rV APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO N AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF = 27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF = 27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF = 27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF = 27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. 2 HOUR FIRE 60 TO 64 STC SOUND *PROPRIETARY GYPSUM BOARD THICKNESS: 3 1/2" (FIRE) 11 3/4" (SOUND) THRIVE HOME APPROX. WEIGHT: 9.5 PSF AMERICAN GYPSUM COMPANY 1" SHAFT LINER GoddenjSudik ARCHITECTS DENSHIELD SHAFTLINER 1" SILENT GUARD FIRE TEST: UL R6937 (R14196), GYPSUM LINER Suite 250 04NK19014, 10-28-04, BOARD PAU MIC RA 401 g tisk- ARC UL DESIGN U375 In9 C`J`y\o� SOUND TEST: RAL TL05-149, 7-13-05 TYPE -OC n 0 0 o, 0 .Q 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Ire, pf cot01p y O PAU MIC RA 401 g tisk- ARC NI heat o C:a' ; �"eco In9 C`J`y\o� W U O Q o � w � O ZO wO U C) = LU Q o z(D c� O F- wu< O = r rV Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B UPPER LEVEL BLDG PLAN A1,03 LINE OF STUD BELOW LINE OF SOFFIT VENTS RE. ROOF CALCS, TYP. LINE OF STUD BELOW BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF=27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9'12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF=27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0'12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF=27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2'12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF=27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4'12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED ROOF VENTING CALCULATIONS Y4 ROOF: TOTAL ROOF AREA = 921 SQ. FT. = 132,624 1 N REQUIRED VENTILATION: X/300 = 443 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 4 VENTS @ 51 INz = 204 INz (46%) AT EAVE: 24 LINEAR FEET @ 10 INz = 240 INz TOTAL PROVIDED: 444 INz Y2 -E (END UNIT) ROOF: TOTAL ROOF AREA = 803 SQ. FT. = 115,632 1 N REQUIRED VENTILATION: X/300 = 386 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 INz = 153 INz (40%) AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz TOTAL PROVIDED: 403 INz Y1-1 ROOF: TOTAL ROOF AREA = 638 SQ. FT. = 91,872 INz REQUIRED VENTILATION: X/300 = 307 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 INz = 153 INz (49%) AT EAVE: 16 LINEAR FEET @ 10 INz = 160 INz TOTAL PROVIDED: 313 INz BLDG 4B - ROOF PLAN 3/16" = V-0" UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 j LOT 9 LOT 10 LOT 11 II I I ROOF -SOFFIT SYSTEMS UNIT Y2 -E LOT 12 - LINE OF SOFFIT VENTS RE. ROOF CALCS. TYP. ROOF VENTS, RE ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. N O GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 4-0" 4-0" 4-0" 4-0" 8'-0" 2602 v = GENERIC 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- GoddenjSudik ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S SEE WHAT COULD BE DRYWALL SCREWS AT 24" O.C. www.goddensudik.com FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S pf C0t 0�9 y O o = o� W heat U� „' CD AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON O v = r-------- ----- --- JOINTS. .. .................... WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS ............... p CONSTRUCTION N O ISSUE DATE 11.09.2018 - ------- -- -- - -- ---------------- APPROX. CEILING -iv WEIGHT: 5 PSF FIRE TEST: � I ITS, 8-6-98 I � DWELLING UNIT 1'-4" SEPARATION WALL SHALL I ' 4:12 � rn 4-PLEX-B ROOF BE CONTINUOUS FROM THE A1,04 � 1 -4 co FOUNDATION TO THE \' UNDERSIDE OF THE ROOF O.H. O.H. SHEATHING, TYP., PER IRC i 2012 R302.2.1- CONTINUITY RIDGE N M M � 1 O- 4-31/2" 6'-1" I � O.H; � � i I� I I I � El 1:1ElI I , -�---------b ASPHALT SHINGLE =-------- O i ❑❑ ❑ ❑❑ ❑❑ 4:12 ❑ ' ' i 0404 ' i ❑ i �I � 4:12 I � I I I I � I ' 3:12 FACE OF STUD 1'-4" :BELOW, TYP. i 1'4" O.H. I DWELLING UNIT SEPARATION WALL 1 4 „ O.H.ISHALL BE CONTINUOUS FROM THE FOUNDATION TO THE UNDERSIDE OFO.H. 10'-5 1/2" THE ROOF SHEATHING, TYP., PER IRC 2012 R302.2.1 -CONTINUITY -_ - - --------- ------------------- x -- -- ----------L-- x � O O _� O O O i BLDG 4B - ROOF PLAN 3/16" = V-0" UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 j LOT 9 LOT 10 LOT 11 II I I ROOF -SOFFIT SYSTEMS UNIT Y2 -E LOT 12 - LINE OF SOFFIT VENTS RE. ROOF CALCS. TYP. ROOF VENTS, RE ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. N O GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 THRIVE HOME GENERIC 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- GoddenjSudik ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S SEE WHAT COULD BE DRYWALL SCREWS AT 24" O.C. www.goddensudik.com FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S pf C0t 0�9 y O DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES o� W heat U� „' CD AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_ JOINTS. LU V ! O ZO wO U C%� LU ^/ oe Z V WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO ROOF VENTING NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL ROOF NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING OR SIMILAR MATERIAL W/ OPENINGS HAVING A LEAST DIMENSION OF 1/16" MIN. AND 1/4" MAX. PER 2018 IRC SECTION R806.1. • MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. REDUCTION OF THE MINIMUM NET FREE VENTILATING AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS, PER 2018 IRC SECTION R806.2. • VENT AND INSULATION CLEARANCE: ROOF VENT LOCATIONS TO BE COORDINATED WITH TRUSSES SO AS NOT TO BLOCK THE FREE FLOW OF AIR AND REDUCE THE NET FREE AREA. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT PER 2018 IRC SECTION R806.3. • INSULATION BAFFLES: WHERE SOFFIT VENTS ARE INDICATED, INSTALL INSULATION BAFFLES TO PROVIDE CLEAR AIR SPACE AS REQUIRED. REFER TO DETAILS FOR ADDITIONAL INFORMATION. • LIMIT ROOF VENTS TO NO MORE THAN TWO OPENINGS PER ROOF SHEATHING PANEL WITH NO TWO OPENINGS IN THE SAME PANEL BETWEEN THE SAME TRUSSES. • UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES PERMITTED PER 2018 IRC SECTION R806.5. AREA INDICATES COMPLIANCE W/ IRC 2012 R302.2.2 EXCEPTION - IN LIEU OF PARAPET WALLS THE ROOF SHEATHING IS NOTED AS BEING FIRE RETARDANT TREATED WOOD FOR A MINIMUM OF 4 FEET FROM THE PROPERTY LINE WHICH DOES NOT ALLOW FOR PENETRATIONS OF VENTS AND INTAKES LINE INDICATES SOFFIT VENTS APPROXIMATE AREA AVAILABLE FOR INSTALLATION OF SOLAR PANELS. LOCATION VARIES PER SITE ORIENTATION. CONTRACTOR TO COORDINATE DETAILS AND L REQUIREMENTS OF INSTALLATION, TYP. 4REA SEPARATION WALLS ROOF PLAN NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS. ALL SOFFITS ARE TO BE FLAT, U.N.O. • ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRUCTURAL ENGINEER. • ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO CONNECT ROOF AREAS. • PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PER 2018 IRC SECTION R806. RE: ROOF VENTING NOTES AND CALCULATIONS. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2018 IRC SECTION P2606. WHERE APPLICABLE, PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IRC. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2018 IRC SECTION P2607. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. • ROOF ASSEMBLIES PER 2018 IRC CHAPTER R901: ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER PROTECTION PER 2018 IRC SECTION R903 AND ROOF COVERINGS PER SECTION R905. RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION. • CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER 2018 IRC SECTION R903.2.2. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. • LOW SLOPE ROOFS -ASPHALT SHINGLES: ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2018 IRC SECTION R905.2.2. • AN ICE BARRIER SHALL BE INSTALLED AT EAVES, EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2018 IRC SECTION R905.1.2 OR AS REQUIRED BY LOCAL AMENDMENTS. • METAL ROOF PANELS: THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY WITH 2018 IRC SECTION R905.10. • ROOF DRAINAGE PER 2018 IRC SECTION R801.3: SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER BUILDER'S SPECIFICATION AND MANUFACTURER'S REQUIREMENTS BASED ON THE RAINFALL RATE AND CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES PER 2018 IRC SECTION R806.5: UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF SHEATHING) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS 1 VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY. 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM 1/4" VENTED AIRSPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHEATHING. 4. IN CLIMATE ZONES 5, 6, 7 AND 8, ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS II VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. 5. INSULATION SHALL BE LOCATED IN ACCORDANCE WITH ITEMS 5.1 AND 5.2: -5.1 EITHER ITEMS 5.1.1, 5.1.2, 5.1.3 OR 5.1.4 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHEATHING. -5.2 WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR -IMPERMEABLE LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONTINUOUS LAYER. GA FILE NO. ASW GYPSUM WALLBOARD, STEEL H STUDS 2 HOUR FIRE 1004 60 TO 64 PROPRIETARY* STC SOUND TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. *PROPRIETARY GYPSUM BOARD AMERICAN GYPSUM COMPANY 1" SHAFT LINER DENSHIELD SHAFTLINER 1" SILENT GUARD GYPSUM LINER BOARD THICKNESS: APPROX. WEIGHT: FIRE TEST: SOUND TEST: TYPE -OC 3 1/2" (FIRE) 9.5 PSF UL R6937 (R14196), 04NK19014, 10-28-04, UL DESIGN U375 RAL TL05-149, 7-13-05 11 3/4" (SOUND) c� 0 m z w 0 n 0 0 o, 0 .Q 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0t 0�9 y O PAU MIC RA 401 g F tis�0 ARGN� o� W heat U� „' CD LU U LU V ! O ZO wO U C%� LU ^/ oe Z V V O LU O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B ROOF PLAN A1,04 o� LO oI ROOF VE"'T"11. ROO COC LOCATI PLACE SOLAR PANI UPPER LEVE CONTROLJ( AS SHOW ANI MANUFACT SPECIFICATIONS. ANI ASTM WOOD TR RE:DE UPPER LEVE MAIN LEVEL 36" HIGH RA DRAIN THRC COMPOSITE � DECK MAIN LEVEL LOWER LEVE LOWER LEVE BLDG 4B - RIGHT ELEVATION LO 0 LO 0 3/16" = V-0" w = x w O UPPER LEVEL PLATE o 0 N N UPPER LEVEL v MAIN LEVEL PLATE CONCRETE CAP rh MAIN LEVEL W-) LOWER LEVEL PLATE v � LOWER LEVEL_ UNIT Y2 -E LOT 12 22'-0" BLDG 4B - FRONT ELEVATION 3/16" = V-0" El - ema ASPHALT SHINGLE ROOFING 1X8 FASCIA GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS 8" EXPOSURE COMPOSITE LAP SIDING 1X4 WINDOW TRIM, TYP. VINYL WINDOWS, TYP. ASPHALT SHINGLE ROOFING UTILITIES METERS RE: SITE PLAN COMPOSITE PANEL BOARD SIDING BRICK VENEER, TYP. em 20'-0" as ■ ■ LEI ■ ,■ ■ _.=11 11 _��� ■® NNNNNN. 11111111011111 111111111101111 MINI 1111111— ■ - �. ■ ■ ■ ■ �: =119� ■ INN■ -_ _' ■ elm __ __ ■ _— UNIT Y4 -E LOT 9 UNIT Y1-1 LOT 10 UNITY1-1 LOT 11 ION BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS CONTROL JOINTS AS SHOW AND PER MANUFACTURER SPECIFICATIONS. AND PER ASTM C1063 w x� 1X8 FASCIA x w O o 0 1X4 STUCCO WINDOW TRIM, TYP. VINYL WINDOWS, TYP. STUCCO SYSTEM PER SPEC WOOD TRELLIS RE:DETAILS 8" EXPOSURE COMPOSITE LAP SIDING VINYL SLIDING GLASS DOOR, TYP. 36" HIGH RAILING, TYP. DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. 1X12 FIBER CEMENT TRIM RE:DETAILS ROOF AT UNIT ENTRY DOORS, TYP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, TYP. PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF=27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9'12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF=27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0'12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF=27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2'12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF=27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4'12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED ELEVATION NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. • REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL CONSTRUCTION, PLATE HEIGHTS, AND NOTES. • REFER TO PLANS AND DETAILS FOR FIRE RATED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2018 IRC SECTION P2606. WHERE APPLICABLE, PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IRC. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2018 IRC SECTION P2607. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • EXTERIOR COVERING PER 2018 IRC SECTION R703: EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4. RE: DETAILS FOR ADDITIONAL INFORMATION. • HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS): FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404. • CLEARANCE TO GRADE PER 2018 IRC SECTION R703: UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER MANUFACTURER'S INSTALLATION REQUIREMENTS, EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR BEARING AND ADHERED MASONRY VENEERS AND A MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FLATWORK OR ROOF SURFACES A MINIMUM OF 2". • TYPICAL WINDOW HEAD HEIGHT, U.N.O. LOWER LEVEL: 8'-0" MAIN LEVEL: 8'-0" UPPER LEVEL: 7'-0" n 0 0 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g tis�0 ARC NI heat v •,, 0 0 Ggar�g 0 LU U O o QINNNNNNNNNNNNN� Lr) V) w � O ZO wO U C) =%� LU oe Z V O F— u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B BLDG ELEVATIONS A3.01 BLOCK #, LOTS ##-## PLOT PLAN NOTES ELEVATION NOTES BUILDING TYPE ## BLOCK 6, LOTS 9-12 2018 INTERNATIONAL RESIDENTIAL CODE PLOT PLAN ISSUE DATE: 05/23/2019 LOT ADDRESS (REVISION 1: 06/26/2019) REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. LOT 9 9 7869 WEST 42ND AVENUE • TO = 27.9 REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL • GARAGE SLAB = 27.0 CONSTRUCTION, PLATE HEIGHTS, AND NOTES. • GRADE BEAM = 15" ROOF VENTS, RE: 10 7865 WEST 42ND AVENUE (27.9 - 27.0 = 00.9' 12 = 11" + 4" = 15") REFER TO PLANS AND DETAILS FOR FIRE RATED ROOF CALCS. 'FROST DEPTH MUST BE MAINTAINED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION. COORDINATE ASPHALT SHINGLE LOCATION WITH 11 7861 WEST 42ND AVENUE LOT 10 THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES ROOFING PLACEMENT OF TO = 27.9 AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE SOLAR PANELS, TYP. GARAGE SLAB = 26.9 WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED 1X8 FASCIA N 12 7859 WEST 42ND AVENUE GRADE BEAM = 16" PER 2018 IRC SECTION P2606. WHERE APPLICABLE, 12 (27.9 - 26.9 = 01.0' 12 = 12" + 4" = 16") PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE GUTTERS AND 4 2 'FROST DEPTH MUST BE MAINTAINED SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF DOWNSPOUTS, TYP. w = LOWERED FINISH GRADE AT PORCH 19" THE IRC. PAINT TO MATCH 2'-0" O.H.2' w = p -0" HEEL. ADJACENT LOT 11 WATERPROOFING OF OPENINGS AT THE ROOF, AROUND 1 4 O.H.) o (1'-4" O.H.) MATERIALS ( _ TO = 27.9 VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE CO GARAGE SLAB = 26.7 WATER TIGHT PER 2018 IRC SECTION P2607. • GRADE BEAM = 18" UPPER LEVEL PLATE (27.9 - 26.7 = 01.2' 12 = 14" + 4" = 18") PIPES AND VENTS SHALL BE PAINTED TO MATCH 'FROST DEPTH MUST BE MAINTAINED ADJACENT MATERIALS. CONTROL JOINTS LOT 12 SCUPPERS &DOWNSPOUTS ARE TO BE FIELD VERIFIED 8" EXPOSURE ❑ aTE AS SHOW AND PER MANUFACTURER TO = 27.9 FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE o� COMPOSITE LAPSPECIFICATIONS. AND PER GARAGE SLAB = 26.5 ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" SIDING El ASTM C1063 GRADE BEAM = 21" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS (27.9 - 26.5 = 01.4' 12 = 17" + 4" = 21 ") REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO OO'FROST DEPTH MUST BE MAINTAINED THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS WOOD TRELLIS R TRE FOR DETAILS AND LOCATIONS. UPPER LEVEL EXTERIOR COVERING PER 2018 IRC SECTION R703: 0010 EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE o MAIN LEVEL PLATE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL 10 ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4. 36" HIGH RAILING, RE: DETAILS FOR ADDITIONAL INFORMATION. TYP. HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS): 1X4 WINDOW TRIM, FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED DRAIN THROUGH, 00 TYP. COMPOSITE WOOD GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A VINYL WINDOWS, DECK, TYP. MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A TYP MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404. 0 ASPHALT SHINGLE ROOFING CLEARANCE TO GRADE PER 2018 IRC SECTION R703: UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER 1'4" O.H. 2'4" O.H. 1'4" O.H. MANUFACTURER'S INSTALLATION REQUIREMENTS, EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR MAIN LEVEL + BEARING AND ADHERED MASONRY VENEERS AND A L0 LOWER LEVEL PLATE MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT 0 FLATWORK OR ROOF SURFACES A MINIMUM OF 2. • TYPICAL WINDOW HEAD HEIGHT, U.N.O. LOWER LEVEL: 8'-0" 00 UTILITIES METERS RE: SITE PLAN UPPER LEVEL: 7'-0" nnnnnnciTn nnnini - BLDG 4B - LEFT ELEVATION 3/16" = V-0" ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS UPPER LEVEL PLATE 1X8 FASCIA VINYL WINDOWS, TYP. o� 8" EXPOSURE COMPOSITE LAP SIDING UPPER LEVEL LO MAIN LEVEL PLATE 1X4 WINDOW TRIM, TYP. 1X8 TRIM o ASPHALT SHINGLE ROOFING LO o, MAIN LEVEL LOWER LEVEL PLATE LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, TYP. LOWER LEVEL UNIT Y4 -E LOT 9 pZ1115.11 Ii M:�-Im I M. —Im 12 3 12 vI 4� I M+ + 12 I a4 1'-5" HEEL. (2'-0" O.H.) _ UNIT Y2 -E LOT 12 BLDG 4B - REAR ELEVATION 3/16" = V-0" UNIT Y1-1 LOT 11 Q� Q� F__ -1 _===� UNITY1-1 LOT 10 UNIT Y4 -E LOT 9 n 0 0 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM 40 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g SFO ARGN� Nl heat CD l fng LU U O Q o F---�Lr)V) w � O ZO wO U C LU � Z � V O F— u< LLJ O oe CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B BLDG ELEVATIONS A3.02 GENERAL NOTE5: I. REFER TO THE ARCHITECTURAL PLANS FOR ADDITIONAL WORK AND CLARIFICATIONS. 2. ENSURE ALL MATERIALS AND METHODS OF CONSTRUCTION TO COMPLY WITH CURRENT N.E.C., I.B.C. NFPA. I.E:C.0 AND LOCAL ADOPTED OR AMENDED CODES. 3. COORDINATE WITH XCEL ENERGY FOR FINAL TRANSFORMER SIZE, VOLTAGE, AND LOCATION_ ANY DISCREPANCIES IN XCEL TRANSFORMER SIZING AND / OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT CURRENT CALCULATIONS AND POSSIBLE RE -SPECIFICATION OF EQUIPMENT AIC RATINGS. 4. SUBMIT ELECTRICAL PLANS TO XCEL ENERGY REPRESENTATIVE FOR FINAL REVIEW AND COORDINATION PRIOR TO WORK. 5_ COORDINATE METERING INSTALLATION AND REQUIREMENTS WITH XCEL ENERGY PRIOR TO WORK 6, THIS DRAWING APPLIES TO THE BUILDING (FILING No., BLOCK No., LOT No., PARCEL No-) NOTED IN THE TITLEBLOCK ONLY. ANY FUTURE BUILDINGS SHALL REQUIRE NEW ELECTRICAL SERVICE DRAWINGS. i. PROVIDE A LISTED ARC FAULT CIRCUIT BREAKER FOR ALL BRANCH CIRCUITS FEEDING FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, KITCHENS, LAUNDRY ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS AS PER 2014 NEC. 8, ENSURE A MINIMUM OF TWO 20 AMP DEDICATED SMALL APPLIANCE BRANCH CIRCUITS ARE PROVIDED IN EACH DWELLING UNIT AS INCLUDED IN THE NEC LOAD CALCULATIONS THIS SHEET AND PER NEC 210J1(CXI) 9, BATHROOM RECEPTACLE(S) SHALL BE ON A DEDICATED 20 AMP CIRCUIT PER NEC 210.11(CX3), 10_ AT LEAST ONE LAUNDRY RECEPTACLE SHALL BE PROVIDE PER DWELLING UNIT AND SUPPLIED BY A DEDICATED 20 AMP CIRCUIT PER NEC 210.11(CX2). GE SERIES RATING CHARTS 240 VOLTS, 100,000 AMPERES IC MAIN I BRANCH TYPE MAX AMP I TYPE I POLES AMP RANGE JJN FUSE 600 1 TQD 1 2,3 125-225 240 VOLTS, 22,000 AMPERES IC MAIN E BRANCH TYPE MAX AMP TYPE POLES AMP RANGE TQD 225 1 THQMV 1,2,3 225 240 VOLTS, 22,000 AMPERES IC MAIN I BRANCH TYPE MAX AMP TYPE POLES 7 AMP RANGE LOAD CATEGORY Conductor "C"value THQMV 225 THQL THQL-GF THQL-AF 1,2,3 1,2 1,2 15-100 15-30 15-30 TYPICAL MINIMUM 150A., 240/12OV, 10, 3W TENANT LOAD CENTER LOCATED WITHIN UNIT SHALL BE SERIES RATED FOR 22,000 AIG PER SERIES RATING CHART THIS SHEET. UTILIZE GE "THQL", — "THQL-GF" OR "THQL-AF" BRANCH BREAKERS. FAULT CURRENT CALCULATIONS (UTILIZES THE BUSSMAN CALCULATION METHOD AND TABLES) LARGEST UNIT Voltage NEC OPTIONAL LOAD CALCULATIONS Length (FT) LOAD CATEGORY Conductor "C"value TOTAL LIGHTING 1736 sq. ft. 3 VA 5208 SMALL APPLIANCES MICROWAVE 3000 LAUNDRY At Meterstack 1500 DRYER 21 5000 MICROWAVE 13,742 900 DISHWASHER 1 1200 RANGE 21,056 VA 12000 FURNACE 1176 TOTAL 29984 1ST 10000 VA @ 100% 10,000 REMAI NI NG VA = 19,984 VA @ 40 % 7993.6 (1) CAR CHARGER 8000 AC UNIT VA 5264 TOTAL LOAD 31,257.60 VA @ 240V., 1 PHASE 130.24 AMPS TYPICAL MINIMUM 150A., 240/12OV, 10, 3W TENANT LOAD CENTER LOCATED WITHIN UNIT SHALL BE SERIES RATED FOR 22,000 AIG PER SERIES RATING CHART THIS SHEET. UTILIZE GE "THQL", — "THQL-GF" OR "THQL-AF" BRANCH BREAKERS. FAULT CURRENT CALCULATIONS (UTILIZES THE BUSSMAN CALCULATION METHOD AND TABLES) Description Voltage Ph Length (FT) #of Run(s) Conductor "C"value Available Fault Current(ISC) At Uti I i ty Transformer 6000 DRYER 20000 MICROWAVE 3600 14,800 At Meterstack 240 240 1 1 21 2 16812 13,742 At Nearest Tenant Panel 21 1 7186 10,296 PROPOSED XCEL 240/120@., I#, 3 WIRE PAD MOUNTED TRANSFORMER (3 *2/0, AL t 1 *4 AL, GND) 2"C PER NEC 310.15 (5X7). 240/WV.,10, 3 -WIRE, 600A. NEMA 3R METERSTACK, SERIES RATED FOR 100K AIC PER SERIES RATING CHART THIS SHEET ILT=8,000 FOR XCEL METER BUILDING SERVICE CALC - (4) UNITS NEC OPTIONAL LOAD CALCULATIONS LOAD CATEGORY TOTAL 0 0 0 e LAUNDRY 6000 BUILDING SERVICE CALC - (4) UNITS NEC OPTIONAL LOAD CALCULATIONS LOAD CATEGORY TOTAL LIGHTING 6944 sq. ft. 3 VA 20832 SMALL APPLIANCES 12000 LAUNDRY 6000 DRYER 20000 MICROWAVE 3600 DISHWASHER 4800 RANGE 48000 FURNACE 4704 TOTAL 119,936 VA TOTAL LOAD @ 45% (PER NEC TABLE 220.84) 53,971 VA (4) CAR CHARGERS 32,000 TOTAL A/C LOAD 21,056 VA TOTAL @ 240V., 1 -PHASE 445.95 AMPS -------------------------------- I NEARESTUNIT I UNIT UNIT UNIT UNIT I I j bi0A2P 150A2P 60A2P bi0A2P ML$ MLS MLB MLS L---— — — — — — — — — - — — — — I ------- ---J i 11cun5 rk�u-i, Al -i 'Y1, COLD WATER PIPE S/0 AL) UFFER ------------- -------------- -GE TY='�'THQMV"MAINCIRCU GE TYPE "TQD11 (L o- (L METERS=(TYP) ( ( ( BREAKE M M M L0 it) XCEL ER (TYPICAL) ELECTRICAL ONE LINE [DIAGRAM I U] NL�O) UI 'naW r °N� r W U' Z W o WQ-�°M Lil o0. W :o Qa_jWpM a[1< >Qo ,o-Q�� E U 0 U W J 0) UlJ�_'°� I zmz W Z MLNUW °0) WM ] Z 0) M C °I M W U r Do REGI A. P 43330 =;ac SVA �. ■ 0<t �/of ng p z C) z C/) C/)w LL 0 C) O c) W C� (D z 0 z z o O CE Q � 1 W C 3:O PROJ. NO. 18185.20 DRAWN: HPE CHECKED: MJH / BAP DATE: 11.13.18 REVISIONS: 1. REVISIONS 07.28.2020 2. REVISIONS 08.27.2020 ISSUED FOR: PERMIT & CONSTRUCTION SHEET TITLE: ELECTRICAL ONE LINE DIAGRAM SCALE: NONE SHEET NUMBER: E1.0 o� LO oI ROOF VE"'T"11. ROO COC LOCATI PLACE SOLAR PANI UPPER LEVE CONTROLJ( AS SHOW ANI MANUFACT SPECIFICATIONS. ANI ASTM WOOD TR RE:DE UPPER LEVE MAIN LEVEL 36" HIGH RA DRAIN THRC COMPOSITE � DECK MAIN LEVEL LOWER LEVE LOWER LEVE BLDG 4B - RIGHT ELEVATION LO 0 LO 0 3/16" = V-0" w = x w Ci UPPER LEVEL PLATE o 0 UPPER LEVEL v MAIN LEVEL PLATE CONCRETE CAP rh MAIN LEVEL W-) LOWER LEVEL PLATE v � LOWER LEVEL_ UNIT Y2 -E LOT 12 22'-0" BLDG 4B - FRONT ELEVATION 3/16" = V-0" ------------ ema ASPHALT SHINGLE ROOFING 1X8 FASCIA GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS 8" EXPOSURE COMPOSITE LAP SIDING 1X4 WINDOW TRIM, TYP. VINYL WINDOWS, TYP. ASPHALT SHINGLE ROOFING UTILITIES METERS RE: SITE PLAN COMPOSITE PANEL BOARD SIDING BRICK VENEER, TYP. em 20'-0" ■ ■ ■ ■ ■ ■ ■ ■ 1[:EENLEI ■ 1 Ell! _..�!� ®�od��.�r���-moo® �_�._��� ■® MINE ■ -oil �. ■ ■ MW. ■ 1-0111111■ 0W. 1_0 WWI 1_0 1111111■01 111101 0 WE ■ 1-0111111 UNIT Y4 -E LOT 9 UNIT Y1-1 LOT 10 UNITY1-1 LOT 11 1' BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS CONTROL JOINTS AS SHOW AND PER MANUFACTURER SPECIFICATIONS. AND PER ASTM C1063 w =� 1X8 FASCIA w Ci o 0 N 1X4 STUCCO WINDOW TRIM, TYP. VINYL WINDOWS, TYP. STUCCO SYSTEM PER SPEC WOOD TRELLIS RE:DETAILS 8" EXPOSURE COMPOSITE LAP SIDING VINYL SLIDING GLASS DOOR, TYP. 36" HIGH RAILING, 11 TYP. DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. 1X12 FIBER CEMENT TRIM RE:DETAILS ROOF AT UNIT ENTRY DOORS, TYP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, TYP. PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF=27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF=27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF=27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF=27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED ELEVATION NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. • REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL CONSTRUCTION, PLATE HEIGHTS, AND NOTES. • REFER TO PLANS AND DETAILS FOR FIRE RATED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2018 IRC SECTION P2606. WHERE APPLICABLE, PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IRC. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2018 IRC SECTION P2607. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • EXTERIOR COVERING PER 2018 IRC SECTION R703: EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4. RE: DETAILS FOR ADDITIONAL INFORMATION. • HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS): FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404. • CLEARANCE TO GRADE PER 2018 IRC SECTION R703: UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER MANUFACTURER'S INSTALLATION REQUIREMENTS, EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR BEARING AND ADHERED MASONRY VENEERS AND A MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FLATWORK OR ROOF SURFACES A MINIMUM OF 2". • TYPICAL WINDOW HEAD HEIGHT, U.N.O. LOWER LEVEL: 8'-0" MAIN LEVEL: 8'-0" UPPER LEVEL: 7'-0" II City of `Wheatpdge - COMMUNITY DEVELOPMENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer Allen Posey Date 04/15/2021 n 0 0 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 W W W.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g tis�0 ARC \N heat co 0 lying0,0\ � LU U O Q o F---�Lr)V) w � O ZO wO U C) =%� LU oe Z V O F- 0 O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B BLDG ELEVATIONS A3.01 BLOCK #, LOTS ##-## PLOT PLAN NOTES ELEVATION NOTES BUILDING TYPE ## BLOCK 6, LOTS 9-12 2018 INTERNATIONAL RESIDENTIAL CODE PLOT PLAN ISSUE DATE: 05/23/2019 LOT ADDRESS (REVISION 1: 06/26/2019) REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. LOT 9 9 7869 WEST 42ND AVENUE • TO = 27.9 REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL • GARAGE SLAB = 27.0 CONSTRUCTION, PLATE HEIGHTS, AND NOTES. • GRADE BEAM = 15" ROOF VENTS, RE: 10 7865 WEST 42ND AVENUE (27.9 - 27.0 = 00.9' 12 = 11" + 4" = 15") REFER TO PLANS AND DETAILS FOR FIRE RATED ROOF CALCS. 'FROST DEPTH MUST BE MAINTAINED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION. COORDINATE ASPHALT SHINGLE LOCATION WITH 11 7861 WEST 42ND AVENUE LOT 10 THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES ROOFING PLACEMENT OF TO = 27.9 AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE SOLAR PANELS, TYP. GARAGE SLAB = 26.9 WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED 1X8 FASCIA N 12 7859 WEST 42ND AVENUE GRADE BEAM = 16" PER 2018 IRC SECTION P2606. WHERE APPLICABLE, 12 (27.9 - 26.9 = 01.0' 12 = 12" + 4" = 16") PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE GUTTERS AND 4 'FROST DEPTH MUST BE MAINTAINED SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF DOWNSPOUTS, TYP. w = LOWERED FINISH GRADE AT PORCH 19" THE IRC. PAINT TO MATCH 2'-0" O.H. w 2' p -0" HEEL. = LOT 11 WATERPROOFING OF OPENINGS AT THE ROOF, AROUND ADJACENT 1 4 O.H.) o (1'" O.H.) MATERIALS ( _ -4TO = 27.9 VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE CO GARAGE SLAB = 26.7 WATER TIGHT PER 2018 IRC SECTION P2607. • GRADE BEAM = 18" UPPER LEVEL PLATE (27.9 - 26.7 = 01.2' 12 = 14" + 4" = 18") PIPES AND VENTS SHALL BE PAINTED TO MATCH 'FROST DEPTH MUST BE MAINTAINED ADJACENT MATERIALS. CONTROL JOINTS AS SHOW AND PER LOT 12 SCUPPERS &DOWNSPOUTS ARE TO BE FIELD VERIFIED 8" EXPOSURE ❑ ❑ ❑ MANUFACTURER TO = 27.9 FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE o� COMPOSITE LAPSPECIFICATIONS. AND PER GARAGE SLAB = 26.5 ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" SIDING El ASTM C1063 GRADE BEAM = 21" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS (27.9 - 26.5 = 01.4' 12 = 17" + 4" = 21 ") REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO OO'FROST DEPTH MUST BE MAINTAINED THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS WOOD TRELLIS R TRE FOR DETAILS AND LOCATIONS. UPPER LEVEL EXTERIOR COVERING PER 2018 IRC SECTION R703: 0010 EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE o MAIN LEVEL PLATE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL 10 ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4. 36" HIGH RAILING, RE: DETAILS FOR ADDITIONAL INFORMATION. TYP. HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS): 1X4 WINDOW TRIM, FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED DRAIN THROUGH, 00 TYP. COMPOSITE WOOD GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A VINYL WINDOWS, DECK, TYP. MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A TYP MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404. 0 ASPHALT SHINGLE ROOFING L CLEARANCE TO GRADE PER 2018 IRC SECTION R703: UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER 11111 11 A 111111 1'-4" O.H. 2'-4" O.H. 1'-4" O.H. MANUFACTURER'S INSTALLATION REQUIREMENTS, EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR MAIN LEVEL + BEARING AND ADHERED MASONRY VENEERS AND A oLOWER LEVEL PLATE MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR 10 Lk WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT 0 FLATWORK OR ROOF SURFACES A MINIMUM OF 2". • TYPICAL WINDOW HEAD HEIGHT, U.N.O. LOWER LEVEL: 8'-0" 00 UTILITIES METERS RE: SITE PLAN UPPER LEVEL: 7'-0" ��KAM�01= MAKIM it I ....... BLDG 4B - LEFT ELEVATION 3/16" = V-0" ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS UPPER LEVEL PLATE 1X8 FASCIA VINYL WINDOWS, TYP. o� 8" EXPOSURE COMPOSITE LAP SIDING CO UPPER LEVEL o MAIN LEVEL PLATE 1X4 WINDOW TRIM, TYP. 1X8 TRIM o ASPHALT SHINGLE ROOFING LO o, MAIN LEVEL LOWER LEVEL PLATE LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, TYP. LOWER LEVEL 12 4F:�:- POI UNIT Y4 -E LOT 9 iM:�-Im I 1'-5" HEEL. (2'-0" O.H.) I M. —Im 3 12 0011 12 vl a4 ❑ �� a �� a Ll E a UNIT Y2 -E LOT 12 BLDG 4B - REAR ELEVATION 3/16" = V-0" UNIT Y1-1 LOT 11 UNITY1-1 LOT 10 UNIT Y4 -E LOT 9 n 0 0 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. 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January 8, 2021 TH Yarrow, LLC 1875 Lawrence Street, Suite 900 Denver, Colorado 80202 Attention: Mr. Jay Garcia Subject: Soil and Foundation Study Proposed Residential Structure Lots 9-12, Block 6 Yarrow Gardens, Filing 3 Wheat Ridge, Colorado Project Number 185535 Purpose As requested, A. G. Wassenaar, Inc. (AGW) performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed four-plex residential structure. For purposes of this study, we understand and assume the overexcavation recommendations provided in our report, "Geotechnical Site Development Study for Proposed Townhome Development, Yarrow Gardens, Northwest of West 42nd Avenue and Yarrow Street, Wheat Ridge, Colorado", for the subject site, AGW Project Number 181182, dated May 11, 2018, have been followed. Density -compaction test reports (AGW Project Number 181182) were considered during the preparation of this study. The fill materials tested were placed in general accordance with the requirements of HUD Data Sheet 79G. This letter presents a summary of our findings and recommendations. Proposed Construction The proposed structure will be up to three stories supported upon a reinforced concrete foundation. It is our understanding no below grade areas are planned. The structure will be wood framed with a structural slab beneath the living areas. If plans change, the recommendations in this report must be reviewed by AGW prior to design and construction of the foundation. Subsurface Conditions The field exploration included drilling three 4 -inch diameter auger borings across the building footprint. The subsurface conditions encountered are shown on Figures 1 through 3, including the results of penetration tests at the locations of sampling. Laboratory Testing Samples obtained during drilling were returned to the laboratory. They were visually classified and testing was assigned to selected samples in an effort to evaluate the engineering properties of the subsurface materials encountered. The test results are summarized on Figures 1 through 3. Based upon visual observation of the subsurface conditions encountered and laboratory testing for this and/or adjacent lots, it is our opinion that the subsurface materials generally exhibit low potential for 2180 South Ivanhoe Street, Suite 5 • Denver, Colorado 80222 www.agwco.com • Phone 303-759-8100 expansion and compression. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Foundation Recommendations Based on our evaluation of the subsurface conditions, the proposed structure may be founded upon spread or pad -type footings bearing on properly placed and compacted fill. The footings should be designed for a maximum bearing pressure of 2,000 psf. Footing dimensions and foundation structural elements should be determined by a structural engineer. Concrete in contact with the subsurface materials may be designed for negligible (SO or RSO) sulfate exposure as defined by either ACI 318 (Table 19.3.1.1) or ACI 332 (Table 5.2.1) as determined from the appropriate building code for this jurisdiction. Bearing materials loosened by machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of dry, hard fill or very moist, soft fill may be encountered in the foundation excavation. If this condition occurs, the footings should extend to properly moisture treated fill. Exterior footings should bear at least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should be protected from freezing during construction. All footing excavations should be observed by AGW prior to placement of concrete. The foundation walls backfilled with on-site materials should be designed for a lateral earth pressure based upon an equivalent fluid density of 60 pounds per cubic foot (pcf) for the "at rest" condition or 45 pcf for the "active" condition. The "active" condition should only be used where wall movements of at least 0.5% of the wall height are allowed. These values have been provided without considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain system and proper surface drainage as discussed later in this report may lower the potential of developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls should be expected. Garage Slabs If the Builder and/or Owner accepts the risk of slab movement, garage slabs supported by the subsurface materials should be constructed using the following criteria: 1. Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 2. Slab bearing partitions and garage door jambs should be constructed with a minimum 2 -inch void space. Door jambs may be constructed above slab joint material if desired. Stairways bearing upon the garage slab should be constructed in such a way as to allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the structure. 3. Any plumbing or other utilities should be isolated from the slab. 4. If a forced -air heating system is used and the furnace is located on the garage slab, we recommend a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also have flexible connections capable of accommodating the same magnitude of movement as specified above. 5. Provide frequent control joints in the slab. Following these recommendations should reduce damage caused by movement of the garage slab; AGW Project Number 185535 January 8, 2021 TH Yarrow, LLC Page 2 however, the void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. Fill Placement Any fill placed beneath the foundation and slabs -on -grade should be well compacted. Prior to placement of fill, the ground surface should be scarified a minimum of 6 inches or pipes in trenches should be properly bedded. The new fill should be of similar soil type as the existing subgrade material. New fill should be placed in maximum 8 -inch loose lifts. The scarified ground surface and the new fill should be compacted to a minimum of 95% of Standard Proctor (ASTM D698) maximum dry density for cohesive soils or Modified Proctor (ASTM D1557) maximum dry density for granular soils. The moisture content of the compacted material should be between optimum and 4% over optimum moisture content for cohesive soils or within 2% of optimum moisture content for granular soils. Density compaction testing must be performed upon any new fill placed beneath the foundation of the structure. Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Subsurface Drainage It is our understanding that no below grade areas are planned for the proposed four -unit townhome. Present ground water conditions, in our opinion, should not be a problem for the proposed structure. We believe if the ground surface and roof drainage are properly cared for, no subsurface drainage systems should be necessary unless below grade areas are planned. Surface Drainage The wetting of foundation soils and/or bedrock materials may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner or Homeowners Association after the structure is completed: 1. Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction. 2. The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. 3. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation. 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. 5. Drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Natural drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner or Homeowners Association installed items. 6. Roof downspouts and drains should discharge well beyond the limits of foundation backfill. AGW Project Number 185535 January 8, 2021 TH Yarrow, LLC Page 3 7. Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet of foundation walls. Sprinkler lines, zone control boxes, and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls. 8. Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. Limitations We believe the professional judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar design services in the same locality, at the same time, at the same site and under the same or similar circumstances and conditions. No other warranty, express or implied, is made. The location of the test borings drilled and the laboratory testing performed for this study were designed to obtain a reasonably accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not indicated by the borings are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction. If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be considered valid for use by Others without written authorization from AGW. In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. The recommendations provided in this report are based upon the specified extents of the overexcavation for the original building footprint. The future Homeowner or Homeowners Association should not construct any additions to the structure utilizing the recommendations given in this report. Additional studies must be provided if any additions are to be constructed. If we can be of further service in discussing the contents of this letter or in analysis of proposed structure from the soil and foundation viewpoint, please call our office. Sincerely, P0 L oFti A. G. Wassenaar, Inc. Reviewed by: p�:.•�� R, •.,, Sty` AL ��'"� �.�-•= 34731 -� cwo�/ -• Keith E. Asay Michael R. Conner, P. .per••. .•• ��v Staff Engineer Senior Engineer FS••'"''••.��� g 9 SIONA. Attachments: Figures 1 through 3 KEA/MRC/bab AGW Project Number 185535 TH Yarrow, LLC January 8, 2021 Page 4 oDAGW B6 L9 A.G. WASSENAAR, INC. CLIENT TH Yarrow LLC. PROSECT NAME Yarrow Gardens, Filing 3 PROSECT NUMBER 185535-1 PR03ECT LOCATION Wheat Ridge, Colorado DATE DRILLED May 29, 2020 DRILLING METHOD 4 -inch Solid Stem Auger NOTES Test boring drilled in the northwest corner 9F of =M MATERIAL DESCRIPTION GROUND WATER LEVELS: AT TIME OF DRILLING Dry 10 DAY(S) AFTER DRILLING 10 feet Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown Claystone (bedrock), firm to medium hard, silty, sandy, with sandstone lenses, iron stained, moist, brown to light brown to gray to olive to rust Bottom of borehole at 20.0 feet. Figure 1 V MC 1 9/ 12 1 112 1 14 1 -0.3 1 LA MC 1 8/ 12 1 103 1 20 1 -0.5 1 LA MC 1 46 / 12 1 MC 1 39 / 12 ATTERBERG a o ^ o_ z O LIMITS (n Z U �C� Ce JQ^o LU J' O= ff M z G E� Z O Z l!J �� -i �o CD O N �_ U �_ U X D (A � �� o �$ o'J aJ gZ Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown Claystone (bedrock), firm to medium hard, silty, sandy, with sandstone lenses, iron stained, moist, brown to light brown to gray to olive to rust Bottom of borehole at 20.0 feet. Figure 1 V MC 1 9/ 12 1 112 1 14 1 -0.3 1 LA MC 1 8/ 12 1 103 1 20 1 -0.5 1 LA MC 1 46 / 12 1 MC 1 39 / 12 Figure 2 B6 L10/11 �® A G W A.G. WASSENAAR, INC. CLIENT TH Yarrow LLC. PROSECT NAME Yarrow Gardens, Filing 3 PROSECT NUMBER 185535-2 PROSECT LOCATION Wheat Ridge, Colorado DATE DRILLED May 29, 2020 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger AT TIME OF DRILLING Dry NOTES Test boring drilled in the center south wall 10 DAY(S) AFTER DRILLING 11.5 feet '^ ATTERBERG ^ z LIMITS U MATERIAL DESCRIPTION Se En Q O a c c m O z M .0. -' O N -� UC c, auy �n �" p �o �o �'� a tnz g -Z N U ZO a 0 U Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown MC 20/12 115 14 -0.3 5 MC 9/12 111 16 -0.1 10 Claystone (bedrock), firm to medium hard, silty, sandy, with sandstone lenses, iron stained, moist, brown to light brown to gray to olive to rust 15 MC 33/12 20 25 MC 50/12 Bottom of borehole at 25.0 feet. Figure 2 B6 L12 A.G. WASSENAAR, INC. CLIENT TH Yarrow LLC. PROSECT NAME Yarrow Gardens, Filing 3 PROSECT NUMBER 185535-3 PR03ECT LOCATION Wheat Ridge, Colorado DATE DRILLED May 29, 2020 DRILLING METHOD 4 -inch Solid Stem Auger NOTES Test boring drilled in the northeast corner L 7 n- n u u= MATERIAL DESCRIPTION GROUND WATER LEVELS: '�' AT TIME OF DRILLING 13.5 feet -7 10 DAY(S) AFTER DRILLING 13 feet Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown 3 Base Course Clay, stiff, silt i to very moist, to dark brown Claystone (bedrock), firm to medium hard, silty, sang sandstone lenses, iron stained, moist, brown to light to olive to rust Bottom of borehole at 20.0 feet. V MC 1 16 / 12 1 113 1 15 1 -0.1 1 MC 9 / 12 MC 117 12 moist i to gray Li MC 1 41 / 12 Figure 3 " ATTERBERG 0. 0 ^ LU o Z O LIMITS �=1I U t -.r � JQ o LU:J5 a� n OJ�� mOz 8— G `' Z �� llJ�� ?��.. CD O ni 0� 5g U g UX f IV 5 Z 2:U �O O'- �� J Ep 'Qi'EvEni O a gZ Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown 3 Base Course Clay, stiff, silt i to very moist, to dark brown Claystone (bedrock), firm to medium hard, silty, sang sandstone lenses, iron stained, moist, brown to light to olive to rust Bottom of borehole at 20.0 feet. V MC 1 16 / 12 1 113 1 15 1 -0.1 1 MC 9 / 12 MC 117 12 moist i to gray Li MC 1 41 / 12 Figure 3 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Wednesday, March 24, 2021 1:15:40 AM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project 4 Plex 7859 7861 7865 7869 W 42nd Ave PROPERTY INFORMATION Property Address - 7869 W 42nd Ave Only enter one unit on this application Property Owner Name THB Westridge LLC Property Owner Phone 303-766-7772 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email dvonfeldt@thrivehomebuilders.com Address PLAN REVIEW CONTACT INFORMATION What Is your role? General Contractor Business Name THB Westridge LLC Main Contact Name for Deia Vonfeldt Plan Review Contact Phone Number 3037667772 (enter WITH dashes, eg 303-123-4567) Contact Email Address dvonfeldt@thrivehomebuilders.com for Questions/Comments Retype Contact Email dvonfeldt@thrivehomebuilders.com Address DESCRIPTION OF WORK Detailed Scope of New SF TH-3 Story -2 car att garage -Y4E -A Accessible Unit Work - Example: New 1730 Sq Ft single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1730 New Construction Foundation Plans for 1 -Foundation Plan 7869 W 42nd Ave 9-12 B6 Foundation 02 -19 - Specific Building 2021 STAMPED.pdf Elevations of Building 7869 W 42ns Ave.Elevations Plans BLK 6 LOTS 9-12 pdf Site Plan showing Unit 7869 W 42nd Ave.Site Plan w Plot Plan. Soil Report.pdf Highlighted Floor plan of Unit 7869 W 42nd Ave Floor Plan Y4 E-.pdf Construction Plans 7869 W 42nd Ave.Arch Plans BLK 6 LOTS 9-12 20210302.pdf scanned on 11"x17" or larger Square Feet Price Per Sq Ft Total Calc Project Value (contract $1971487 Living Space 1738 $122.46 $212,835.48 Valuation Change Unfinished Basement 0 $22.45 $0.00 value or cost of ALL Finished Basement 0 $32.45 $0.00 Garage 512 $48.30 $24,729.60 materials and labor) (Porch, Deck Patio 290 $22.00 $24,729.60 2540 $262,294.68 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume fu I I Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Deia Vonfeldt Permit Email not displaying correctly? View it in your browser. City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 3/31/2021 Location: 7869 W 42nd Ave ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a Townhome located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A 4. ✓ Public Improvements to be comnleted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: TT Yes ✓ No If an LOC or funds in lieu of are required, has it been received? V/Yes No 5. ✓ SIA/PIA required and received 6. ✓ Traffic impact analysis required & approved: ✓ Yes No ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. L� 3/31/2021 Signature Date 10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations shall be required prior to issuance of the final C.O. for the building. 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 3/31/2021 Location of Construction: 7869 W 42nd Ave Purpose of Construction: Single Family El Townhome Commercial El Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Pennit issuance): $100.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 3/31/2021 ADDRESS: 7869 W 42nd Ave Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 720-429-6051 Sincerely, Signature CC: File w .ci.wheatridgexo.us Rev 0420 � ` City of Wheat Ridge Single Family- New PERMIT - 202100561 PERMIT NO: 202100561 ISSUED: 04/26/2021 JOB ADDRESS: 7869 W 42nd Ave EXPIRES: 04/26/2022 JOB DESCRIPTION: Yarrow Gardens - New SF Townhouse -3 Story -2 car att garage -Y4E -A Accessible Unit 1730 Sq Ft *** CONTACTS *** OWNER (435)216-2691 HDP WESTRIDGE LLC GC (303)707-4422 GENE W. MYERS 180370 THB WESTRIDGE LLC SUB (720)315-0364 GLENN CARRIZALES 130249 ULTRA ELECTRIC INC. SUB (303)761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC. SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)430-1414 SITEWISE LLC 202034 SITEWISE LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 262,294.68 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 5,508.19 Permit Fee 2,183.40 Engin. Review Fee 100.00 ** TOTAL ** 7,911.59 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan for the SDP (Case No. WZ-18-24) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. 1* � • City of Wheat Ridge — Single Family - New PERMIT - 202100561 PERMIT NO: 202100561 ISSUED: 04/26/2021 JOB ADDRESS: 7869 W 42nd Ave EXPIRES: 04/26/2022 JOB DESCRIPTION: Yarrow Gardens - New SF Townhouse -3 Story -2 car att garage -Y4E -A Accessible Unit 1730 Sq Ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, a licable Buildin codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ownerofthe property npd am authorized to obtain is permit d perform the work described and approved in conjunction with this �ppermit. I further attest I am le all authorized to include all entities named within this document as artier to the work to be erformed and that all work to be performed is disclosed in this document and/or its' accompanyinga roved lans and specifications. p p pp p p Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the E ermit application and accompanying pFlans and specifications and is subject to the com liance with those documents, and all a licabe statutes, ordinances, regulations, olicies and procedures. 2. This pen -nit shall compliance 365 days after the date of issuancepregardless of activity. Requests or extension must be made in writingand received prior to the date of expiration. An extension of no mre than 180 days made -be ranted at the discretion of the Chief Building Official nd may be subject to a fee equal to one-half of the original permit fee. g g 3. If this permit expires, a new permit may be reqquired to be obtained. Issuance of a new permit shall be subject to the standard requirements, fes and roceures for a roval of an new permit. Re -issuance or extension of expired subject is at the sole discretion of the Chief Building Offieial and is notpguaranteed. Y p p p 4. No work of any manner shall be performed that shall results in a chan e of the natural flow of water without prior and specific approval. 5. The permit holder shall notify thBuilding and Inspection Services Division in accordance with established olic of all re uiredp p fY g p. p Y q inspections and shall not proceed or conceal work without written approval of such work from the Building and Ins ection Services Division. p pp g p 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, aField violation of any provision of any �5licab e code or an ordinance or regulation of this jurisdiction. Approval of work is subject to ins ection. pp Y � J pp Jp 04/26/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Or Wh6at�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. 7859 7861 7865 7869 W 42nd Ave Project Address: General Contractor: THB Westridge LLC FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name:._Si�eWi5B Contact Phone #:_303-430-141`i Wheat Ridge Contractor License #:_ 0 State License #:-E(.. 060710 Master License #: AAL QQaiiv �_l��►n -� 1. a -(l PrintecTName of Authorized Agent Signatur� of Authorized Agent (required field) 5r- 7 -azo Date