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Home My WebLink About7855 W 43rd PlaceFrom: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Tuesday, August 17, 2021 1:23:43 PM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 7855 W 43rd Place Property Owner Name Thrive Home Builders Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-584-4789 doedewaldt@thrivehomebuilders.com Electronic Payment Form Sunnova 8.17.2021.Ddf CONTRACTOR INFORMATION Contractor Business Namaste Solar Electric Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 090413 City of Wheat Ridge) Contractor Phone 303-447-0300 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email kyle.pegon@namastesolar.com Address Retype Contractor kyle.pegon@namastesolar.com Email Address DESCRIPTION OF WORK Scope of Work Master plan approved, over the counter permit. Installation of a new 3.0 kw solar array on each individual unit of the Westridge Yarrow Gardens community by Thrive Home Builders. Each array will be totally independent of each other, but will have a shared meter bank. Each solar array will be grid -tied, have no battery connection, and will utilize enphase microinverters. We will be installing Hanwha 340 watt solar panels and utilizing unirac's racking system with the ecofasten roof attachment system. KW 3.0 # of Panels 8 Location of Panels 8 on roof Structural required No Upload engineer letter Westridae MPS AHJ_stam end Ddf or pages on 8 1/2" x 11" only Solar Installation Plan 11X17 RFC PLOTPLAN WESTRIDGE LOT 13 7855 W 43RD Set on 11"x17" only. PL PLAN P3 -EA -S OR 1 JK375.Ddf Project Value (contract 6750 value or cost of ALL materials and labor) ,A lei uG\ Lei :».]0111101.7A:Ra IF-a01.lnEel Ga01owmel:»:1r�d:10r1 I assume full 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. Person Applying for Kyle Pegon Permit 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. Email not displaying correctly? View it in your browser. Reviewed for Zoning Compliance by the . City of Wheat Ridge Planning Division APPROVED BY: DATE: 5/10/2021 COMMENTS: Complies with approved master permits and site plan WSP-20-03 No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Reviewed by the City of Wheat Ridge �► �, Engineering Division r�/r l APPROVED Jordan Jefferies BY: DATE: 5/14/2021 COMMENTS. A grading certification with ILC or updated CCP required prior to CO F I N APPROVED IR&yl&**d IN Code CaMC)IiAM& Mike Theisen 05/17/2021 Pians Examnw -08"' wNm. 40offftt" 0r0bft W&-'% sit i 4i4w�safomaf"Dwpls.Qr�ragew('a�&Vibe a?r ?a 1e� Pnwhf.0 a� +�q' a' ry, M'*— s( n�r4btp 4 Pp• Mw mb Via * prrvww* Ar,ps,a-09--.( !w"aAh-.y. .ti �14s ia� u('Y� �P�l►�aFfitt a� Ow My awo "d at tocn YARROW GARDENS STACKED TOWNHOMES I S H E D A R E A P1 FINISHED DO -MORE COVER SHEET MAIN LEVEL 594 SF UPPER LEVEL 540 SF ENTRY LL 96 SF POWDER 43 SF A1.10 1,273 SF UNFINISHED 3-PLEX-A UPPER LEVEL BUILDING PLAN DO MORE 141 SF SPACE 3-PLEX-A BUILDING ELEVATIONS GARAGE 314 SF U O Q 0 455 SF P2 -E FINISHED CONSTRUCTION MAIN LEVEL 639 SF UPPER LEVEL 671 SF 1,310 SF UNFINISHED 2 -CAR GARAGE 460 SF ENTRY/DO 260 SF MORE SPACE DECK 31 SF ENTRY ML 81 SF 832 SF P3 -E FINISHED MAIN LEVEL 780 SF UPPER LEVEL 732 SF ENTRY LL 88 SF POWDER 44 SF 1,644 SF UNFINISHED 2 -CAR GARAGE 460 SF DO -MORE 188 SF SPACE DECK 30 SF AO 678 SF Jim flk6'k1G TYPE 3A BLOCK 3, LOTS 13- 15 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 DRAWING INDEX SHEET NUMBER SHEET NAME AO DO -MORE COVER SHEET G1 CODE ANALYSIS G2 GENERAL NOTES G3 ARCHITECTURAL SITE PLAN A1.01 3-PLEX-A LOWER LEVEL BUILDING PLAN A1.10 3-PLEX-A MAIN LEVEL BUILDING PLAN A1.20 3-PLEX-A UPPER LEVEL BUILDING PLAN A1.30 3-PLEX-A ROOF PLAN A3.01 3-PLEX-A BUILDING ELEVATIONS A3.02 3-PLEX-A BUILDING ELEVATIONS B U I L D I N G A D D R E SS BLOCK 3, LOTS 13-15 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE E S 0 a 0 z W 0 nu 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 - GoddenISudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 OkWhea Lo CD c 0 G,jO,/fig D, JAS. LU U O Q 0 r~^ v LU L ! O ZO wO U W Z lJ 3� 0 V O� LLJ O oe -3: CONSTRUCTION SET ISSUE DATE 10/22/2020 DO -MORE COVER SHEET AO 0 f h rive HOME BUILDERS Homes that do more THRIVE HOME CODE ANALYSIS FIRE-RESISTANT CONSTRUCTION 40 GoddenjSudik -R302.2 TOWNHOUSES: PROJECT DIRECTORY 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 LU 2018 INTERNATIONAL BUILDING CODE SHALL EXTEND THE FULL LENGTH OF THE COMMON WALL. ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER 0 V O W O oe -3: 2018 INTERNATIONAL RESIDENTIAL CODE GoddenlSudik Architects Baseline Engineering EV Studio SET 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 2018 INTERNATIONAL MECHANICAL CODE A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE Centennial, CO 80111 Golden, CO 80401 Denver, CO 80204 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 Gl 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 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 R302.1(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 D. CA/ACCESSIBILITY NOT 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 OkWhea Lo CD0 � c LU U O 0 V) LU L O ZO wO U ��Wnn V oe Z 0 V O W O oe -3: CONSTRUCTION SET ISSUE DATE 10/22/2020 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. 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 - FOR SINGLE FAMILY DETACHED ONLY. 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 - FOR SINGLE FAMILY DETACHED. 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 FIREBLOCKING/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 COLD CLIMATES. - AT SLAB ON GRADE LOCATION INSIDE THE BUILDING. THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION. 2 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB BETWEEN VOID MATERIAL 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 AND RUN THROUGH HOUSE'S CONDITION SPACE AND ROOF & FLASH ALL PENETRATIONS. 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 INSTALL PER EPA'S GUIDANCE DOCUMENT FOR RADON OR PER BUILDER'S GUIDE TO COLD 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 CLIMATES. - AT STRUCTURAL SLAB ON VOID 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 3. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL 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 BED PRIOR CASTING THE SLAB. LAP BARRIER 12" MIN. &FIT CLOSELY AROUND ANY PIPE 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 PE OR OTHER PENETRATIONS. 4. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN MFR'S SPECS. 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 5. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN & OF THE RADON VENT PIPE. RADON FAN 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) THE SPECIFIED: HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC. PER SPECIFICATIONS & INSTALLED PER MFR'S SPECIFICATIONS. 12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC 26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE INSULATION SCHEDULE 13. ALL CRAWLSPACES, IF APPLICABLE, ARE CONDITIONED. FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES FOUNDATION WALL - UNFINISHED ................................................ R-5 MIN. RIGID FOAM AT 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 EXTERIOR FACE "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 2x4 STUD WALL............................................................................... R-13 MIN. PER CERTIFICATE OF OCCUPANCY. OF THE TREADS. (IRC) BUILDER SPECS 27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED 2X6 STUD WALL............................................................................... R-20 MIN. PER AIR SEALING NOTES SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC) BUILDER SPECS 1 . DRYWALL GASKET SYSTEM PER BUILDER SPEC AT ALL TOP PLATES ADJOINING AN ATTIC SPACE 28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS ATTIC............................................................................................... R-50 MIN. PER 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 BUILDER SPECS JUNCTIONS AT TOP PLATE, BOTTOM PLATE AND CORNERS. VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS CANTILEVERED FLOORS................................................................... BLOW FULL W/ 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 INSULATION 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 RIM JOISTS....................................................................................... 2" CLOSED CELL 3. ALL WINDOW & DOOR FRAMES WIILL BE SEALED WITH A CONTINUOUS BEAD OF REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC) SPRAY FOAM W/ R-19 BATT NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT). 29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC GARAGE CEILING (OPTIONAL).......................................................... R-36 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 2x4 GARAGE WALL (OPTIONAL)........................................................ R-13 MIN. PER BUILDER QUESTIONS OR CONFLICTS. SPECS 30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE 2x6 GARAGE WALL (OPTIONAL)........................................................ R-20 MIN. PER BUILDER COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1/81, SPECS 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 OkWhea Lo CD0 � c LU U O 0 V) LU L O ZO wO U 7 �Wn 0e L V 0 V O W O oe -3: CONSTRUCTION SET ISSUE DATE 10/22/2020 GENERAL NOTES G2 w BLDG TYPE 5A BLOCK 4, LOTS 1-5 Y2-1 N Y4 -E ° o Iw M Cn 0 m M Cn w m LU J U 0 M Cn LU LU LU U 0 M Cn LU LU WEST 43RD CIRCLE WEST 43RD CIRCLE --X \\ \ ARCHITECTURAL SITE PLAN 1 if = 30'-0" WEST 43RD PLACE WEST 43RD PLACE 30Vjd 4HEb 1S3M 30Vjd 4HEb 1S3M 30Vjd 4HEb 1S3M u a a u 10'-6" 10' 6" — — 8' 9" I 8,-9„ Y4 -W Y1 -1 Y1 -I Y2 -E Y2 -E Y1 -I Y1 -I _Y4 -W_ Y1 -I Y2 -I Y2 -I Y4 -E Y4 -E Y2- BLDG TYPE 4B BLDG TYPE 4B BLDG TYPE 5A 8 BLOCK 6, LOTS 5-8 5 6 � BLOCK 6, LOTS 1-4 BLOCK 5, LOTS 5-9 � � z 5 L 9 E Z 6 g 9 5 El BLDG TYPE 4BLDG TYPE 4B% BLOCK 6, LOTS 9-12 BLOCK 6, LOTS 13- Y4 -EA Y1 -IA 1 -IAS Y2 -EA V,) C: Y1 -IA Y1 -IA Y4 -WA u �;oN RETS WEST 42ND AVENUE R.O.W. VARIES WEST 42ND AVENUE R.O.W. VARIES WEST 43RD PLACE 30V_jd 4HEb 1S3M — T 1 E Y1 -I Y1 -I —Y2 -E BLDG TYPE 4B BLOCK 5, LOTS 1-4 b E Z i 8'-9" 8'-9" 11 16 17 18 10 12 13 14 15 BLDG TYPE 5A BLDG TYPE 4B ° BLOCK 5, LOTS 10-14 I BLOCK 5, LOTS 15-18 Y4 -E Y1-1 Y2-1 Y2-1 Y4 -E I Y2 -E Y1-1 Y1-1 Y2 -W WEST 42ND AVENUE R.O.W. VARIES WEST 42ND AVENUE R.O.W. VARIES W. 42ND AVE. 1 I10 Y2 -E Y2 -I M BLDG TYPE 4A BLOCK 1, LOTS 1-4 Y2-1 9 Y4 -W 30V4d 4HEb 1S3M 30V_jd 4HEb 1S3M / N Y4 W Q� H LU wCOw U) 03: ofO Qo� w W VJ O POINTS REQUIRED YI-I 89 (TOTAL) 43 43 VISITABLE DWELLING UNIT 43 1 43 N 1 HOUR TESTED Y4 -EA 43 - 43 OkNlheat 11�c' CD 263 OR IBC SECTION 0 FEET Y2-1 703.3 EXPOSURE U O C) Y1 -IA N LU wCOw BLDG 3 FEET Y2 -IA NOT ALLOWED U)a � PROJECTIONS 1 HOUR UNDERSIDE BLOCK 5, LOTS 19-24 0 HOURS BLDG TYPE f' 30 �� < 3 FEET BLOCK 4, LOTS 6-1 of Y21 WALLS c� Y2-1 Y4 -E w Q O� O} UNLIMITED (0 HRS) 3 FEET io o YI-I a° ° rn Y4 -W a 0 G3 /Y4 -EA w BLDG TYPE 5A BLOCK 4, LOTS 1-5 Y2-1 N Y4 -E ° o Iw M Cn 0 m M Cn w m LU J U 0 M Cn LU LU LU U 0 M Cn LU LU WEST 43RD CIRCLE WEST 43RD CIRCLE --X \\ \ ARCHITECTURAL SITE PLAN 1 if = 30'-0" WEST 43RD PLACE WEST 43RD PLACE 30Vjd 4HEb 1S3M 30Vjd 4HEb 1S3M 30Vjd 4HEb 1S3M u a a u 10'-6" 10' 6" — — 8' 9" I 8,-9„ Y4 -W Y1 -1 Y1 -I Y2 -E Y2 -E Y1 -I Y1 -I _Y4 -W_ Y1 -I Y2 -I Y2 -I Y4 -E Y4 -E Y2- BLDG TYPE 4B BLDG TYPE 4B BLDG TYPE 5A 8 BLOCK 6, LOTS 5-8 5 6 � BLOCK 6, LOTS 1-4 BLOCK 5, LOTS 5-9 � � z 5 L 9 E Z 6 g 9 5 El BLDG TYPE 4BLDG TYPE 4B% BLOCK 6, LOTS 9-12 BLOCK 6, LOTS 13- Y4 -EA Y1 -IA 1 -IAS Y2 -EA V,) C: Y1 -IA Y1 -IA Y4 -WA u �;oN RETS WEST 42ND AVENUE R.O.W. VARIES WEST 42ND AVENUE R.O.W. VARIES WEST 43RD PLACE 30V_jd 4HEb 1S3M — T 1 E Y1 -I Y1 -I —Y2 -E BLDG TYPE 4B BLOCK 5, LOTS 1-4 b E Z i 8'-9" 8'-9" 11 16 17 18 10 12 13 14 15 BLDG TYPE 5A BLDG TYPE 4B ° BLOCK 5, LOTS 10-14 I BLOCK 5, LOTS 15-18 Y4 -E Y1-1 Y2-1 Y2-1 Y4 -E I Y2 -E Y1-1 Y1-1 Y2 -W WEST 42ND AVENUE R.O.W. VARIES WEST 42ND AVENUE R.O.W. VARIES W. 42ND AVE. 1 I10 Y2 -E Y2 -I M BLDG TYPE 4A BLOCK 1, LOTS 1-4 Y2-1 9 Y4 -W 30V4d 4HEb 1S3M 30V_jd 4HEb 1S3M / N Y4 W Q� H LU wCOw U) 03: ofO Qo� w W VJ O POINTS REQUIRED YI-I 89 (TOTAL) 43 43 VISITABLE DWELLING UNIT 43 1 43 N 1 HOUR TESTED www.goddensudik.com TOTAL 43 - 43 OkNlheat 11�c' CD 263 OR IBC SECTION 0 FEET Y2-1 703.3 EXPOSURE U O C) r� L V L O ZO wO U OeN rW Z V N LU wCOw BLDG 3 FEET TYPE 6C - ELEV 2 NOT ALLOWED U)a � PROJECTIONS 1 HOUR UNDERSIDE BLOCK 5, LOTS 19-24 0 HOURS 3 FEET NOT ALLOWED < 3 FEET OPENINGS IN of 3 FEET WALLS c� Y2-1 NOT ALLOWED Q O� O} UNLIMITED (0 HRS) 3 FEET o YI-I a° I rn Y4 -W a SITE PLAN ,moo° S3 RiVA ' W O 11 DnNDAV aNZb 1SDM N 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 2018 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) 43 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 www.goddensudik.com TOTAL 43 - 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 - DWELLINGS WITH FIRE SPRINKLERS EXTERIOR MINIMUM FIRE MINIMUM FIRE ELEMENT RESISTANCE SEPARATION RATING DISTANCE SEE WHAT COULD BE 1 HOUR TESTED www.goddensudik.com 5975 S. Quebec Street ASTM E 119 OR UL Centennial, CO 80111 OkNlheat 11�c' CD 263 OR IBC SECTION 0 FEET WALLS 703.3 EXPOSURE U O C) r� L V L O ZO wO U OeN rW Z V OUTSIDE 0 HOURS 3 FEET ISSUE DATE 10/22/2020 NOT ALLOWED < 2 FEET PROJECTIONS 1 HOUR UNDERSIDE 2 FEET 0 HOURS 3 FEET NOT ALLOWED < 3 FEET OPENINGS IN UNLIMITED (0 HRS) 3 FEET WALLS NOT ALLOWED < 3 FEET PENETRATIONS UNLIMITED (0 HRS) 3 FEET FIRE RATED EAVES/WALLS = PROPERTY LINES = n 0 0 w 0 .T 0 U thrive 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 OkNlheat 11�c' CD c O JAS. �..LJ U O C) r� L V L O ZO wO U OeN rW Z V C) V O LLJ O oe CONSTRUCTION SET ISSUE DATE 10/22/2020 ARCHITECTURAL SITE PLAN G3 *SPRINKLERED* 1ST LEVEL 1/4" = 1'-0" *SPRINKLERED* ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 BLOCK 3, LOTS 13-15 GENERIC PLOT PLAN ISSUE DATE: 06/23/2020 BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- (REVISION 2:10/13/2020) 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. • GARAGE SLAB = 22.1 FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S OkNlheat ' Lo CD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON • GARAGE SLAB = 21.9 EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_ ~ L V) w Ln O ZO wO U C) = w 0eZ JOINTS. ry WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS BLOCK 3, APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. ISSUE DATE 10/22/2020 APPROPRIATE ROOF COVERING. LOT CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR 13 TRUSSES. 14 APPROX. CEILING 15 WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE - O 4REA SEPARATION WALLS 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) A3/4" 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 -O 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) n 0 w 0 .Q 0 .o, thrive PLOT PLAN NOTES Homes that do more. BLOCK 3, LOTS 13-15 B U I L D E R S PLOT PLAN ISSUE DATE: 06/23/2020 (REVISION 2:10/13/2020) LOT 13 SEE WHAT COULD BE • TOS = 23.8 • GARAGE SLAB = 22.1 LOWER FINISHED GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING OkNlheat ' Lo CD LOT 14 • TOS = 23.8 • GARAGE SLAB = 21.9 LOT 15 ~ L V) w Ln O ZO wO U C) = w 0eZ • TOS = 23.1 ry • GARAGE SLAB = 21.7 BLOCK 3, LOTS 13-15 ISSUE DATE 10/22/2020 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE 4REA SEPARATION WALLS 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) A3/4" 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 -O 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) n 0 w 0 .Q 0 .o, thrive 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 OkNlheat ' Lo CD c 0 JAS. U ` i U O Q o ~ L V) w Ln O ZO wO U C) = w 0eZ Q C) (D O w O ry ry Q CONSTRUCTION SET ISSUE DATE 10/22/2020 3-PLEX-A LOWER LEVEL BUILDING PLAN A1,01 *SPRINKLERED* 2ND LEVEL 1/4" = 1'-0" *SPRINKLERED* ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 BLOCK 3, LOTS 13-15 GENERIC PLOT PLAN ISSUE DATE: 06/23/2020 BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- (REVISION 2:10/13/2020) 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. • GARAGE SLAB = 22.1 FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S OkWhea t o' Lo _ CD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON • GARAGE SLAB = 21.9 EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_ ~ L V) w Ln O ZO wO U C) = w OeZ JOINTS. ry WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS BLOCK 3, APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. ISSUE DATE 10/22/2020 APPROPRIATE ROOF COVERING. LOT CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR 13 TRUSSES. 14 APPROX. CEILING 15 WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE - O AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1"X24" 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) A3/4" 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 2 HOUR FIRE 60 TO 64 STC SOUND THICKNESS: APPROX. WEIGHT: FIRE TEST: SOUND TEST: TYPE -O 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) n 0 w 0 .Q 0 .o, thrive PLOT PLAN NOTES Homes that do more. BLOCK 3, LOTS 13-15 B U I L D E R S PLOT PLAN ISSUE DATE: 06/23/2020 (REVISION 2:10/13/2020) LOT 13 SEE WHAT COULD BE • TOS = 23.8 • GARAGE SLAB = 22.1 LOWER FINISHED GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING OkWhea t o' Lo _ CD LOT 14 • TOS = 23.8 • GARAGE SLAB = 21.9 LOT 15 ~ L V) w Ln O ZO wO U C) = w OeZ • TOS = 23.1 ry • GARAGE SLAB = 21.7 BLOCK 3, LOTS 13-15 ISSUE DATE 10/22/2020 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1"X24" 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) A3/4" 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 2 HOUR FIRE 60 TO 64 STC SOUND THICKNESS: APPROX. WEIGHT: FIRE TEST: SOUND TEST: TYPE -O 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) n 0 w 0 .Q 0 .o, thrive 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 OkWhea t o' Lo _ CD c 0 JAS. LU U O Q o ~ L V) w Ln O ZO wO U C) = w OeZ Q C) (D O w O ry ry Q CONSTRUCTION SET ISSUE DATE 10/22/2020 3-PLEX-A MAIN LEVEL BUILDING PLAN A1,10 cc• c.. P2 -E LOT 15 *SPRINKLERED* 3RD LEVEL 1/411 = 1'-0" P1-1 LOT 14 *SPRINKLERED* P3 -E LOT 13 ROOF -SOFFIT SYSTEMS No GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 20'-0" 16-6" 20'-0" BLOCK 3, LOTS 13-15 GENERIC 19'-10" 16-2" 19'-10" BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- (REVISION 2:10/13/2020) 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. • GARAGE SLAB = 22.1 FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S OkWhea t 11�o' .�, c4 _ CD DWELLING LINE SEPARATION WALL SHALL BE CONTINUOUS FROM FOUNDATION TO THE AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON • GARAGE SLAB = 21.9 F----- Ll ~ � V)W Ln o zo wO U o = w z (D UNDERSIDE OF THE ROOF SHEATHING, TYP., PER IRC Fr:__--- 2018 R302.2.1 CONTINUITY WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS ,- APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. W/D APPROPRIATE ROOF COVERING. LOT L,,- J 13 ILL --®--L 14 APPROX. CEILING 15 WEIGHT: 00 FIRE TEST: FM FC 172, 2-25-72; ------° DO ITS, 8-6-98 ---1 L= 0c L0 ---J 0 O ------- L--- ------- ------- Cfl0' xi �0' 3-PLEX-A UPPER LEVEL BUILDING PLAN A1,20 ------- --------------- �� Cfl ------- -------------- < cO ------00 F_ -1 F o T P2 -E LOT 15 *SPRINKLERED* 3RD LEVEL 1/411 = 1'-0" P1-1 LOT 14 *SPRINKLERED* P3 -E LOT 13 ROOF -SOFFIT SYSTEMS No GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 BLOCK 3, LOTS 13-15 GENERIC PLOT PLAN ISSUE DATE: 06/23/2020 BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- (REVISION 2:10/13/2020) 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. • GARAGE SLAB = 22.1 FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S OkWhea t 11�o' .�, c4 _ CD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON • GARAGE SLAB = 21.9 EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ ~ � V)W Ln o zo wO U o = w z (D JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS BLOCK 3, APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. ISSUE DATE 10/22/2020 APPROPRIATE ROOF COVERING. LOT CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR 13 TRUSSES. 14 APPROX. CEILING 15 WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE - O 4REA SEPARATION WALLS 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 -O 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) nu 0 w 0 .Q 0 N1 thrive PLOT PLAN NOTES Homes that do more. BLOCK 3, LOTS 13-15 B U I L D E R S PLOT PLAN ISSUE DATE: 06/23/2020 (REVISION 2:10/13/2020) LOT 13 SEE WHAT COULD BE • TOS = 23.8 • GARAGE SLAB = 22.1 LOWER FINISHED GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING OkWhea t 11�o' .�, c4 _ CD LOT 14 • TOS = 23.8 • GARAGE SLAB = 21.9 LOT 15 ~ � V)W Ln o zo wO U o = w z (D • TOS = 23.1 • GARAGE SLAB = 21.7 BLOCK 3, LOTS 13-15 ISSUE DATE 10/22/2020 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE 4REA SEPARATION WALLS 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 -O 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) nu 0 w 0 .Q 0 N1 thrive 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 OkWhea t 11�o' .�, c4 _ CD c O JAS. LU U 0 Q o ~ � V)W Ln o zo wO U o = w z (D Q C) (D O w O oe -3:Q CONSTRUCTION SET ISSUE DATE 10/22/2020 3-PLEX-A UPPER LEVEL BUILDING PLAN A1,20 BLOCK 3, LOTS 13-15 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE cc• c.. PLOT PLAN NOTES BLOCK 3, LOTS 13-15 PLOT PLAN ISSUE DATE: 06/23/2020 (REVISION 2:10/13/2020) LOT 13 • TOS = 23.8 • GARAGE SLAB = 22.1 LOWER FINISHED GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING LOT 14 • TOS = 23.8 • GARAGE SLAB = 21.9 LOT 15 • TOS = 23.1 • GARAGE SLAB = 21.7 ROOF VENTING CALCULATIONS P1-1 TOTAL ROOF AREA = 660 SQ. FT. = 95,040 INz REQUIRED VENTILATION: X/300 = 316 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 INz = 153 INz (48%) AT EAVE: 17 LINEAR FEET @ 10 INz = 170 INz TOTAL PROVIDED: 323 INz P2 -E TOTAL ROOF AREA = 819 SQ. FT. = 117,936 1 N REQUIRED VENTILATION: X/300 = 393 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 P3 -E TOTAL ROOF AREA = 882 SQ. FT. = 127,008 1 N REQUIRED VENTILATION: X/300 = 423 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 4 VENTS @ 51 INz = 204 INz (48%) AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz TOTAL PROVIDED: 454 INz P2 -E LOT 15 *SPRINKLERED* ROOF PLAN 1/4" = 1'-0" P1-1 LOT 14 *SPRINKLERED* P3 -E LOT 13 ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 4-0" 4-0" 4-0" 4-0" 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. o = FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 ---------------------------------------- - -- - - - -------------- -------- LINE OF STUD - -- -- -- -------------------------------------- - EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ I LINE OF SOFFIT VENTS RE: ROOF JOINTS. BELOW WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS I APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CALCS, TYP. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: C�I FIRE TEST: � ITS, 8-6-98 M I I ch ? I t DWELLING UNIT M SEPARATION WALL SHALL O.H. PLAN A1,30 BE CONTINUOUS FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING, TYP., PER IRC r 2018 R302.2.1- CONTINUITY N O.H. ROOF VENTS, RE: ROOF CALCS I j ASPHALT SHINGLES COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. RIDGE I I b b) c� 0RIDGE III I M1 M I 1'-0"E O.H. r- El E 10'-0" L--------- ---------- - N N O L— — -------- II --------------------------------J O 2 a . iv O �A P2 -E LOT 15 *SPRINKLERED* ROOF PLAN 1/4" = 1'-0" P1-1 LOT 14 *SPRINKLERED* P3 -E LOT 13 ROOF -SOFFIT SYSTEMS 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 ,�Whea SIS .�, c4 _ CD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES 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 —_—_ F_ Ln V V) I ZO wO U C) = 7 (W V JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS CONSTRUCTION APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. ISSUE DATE 10/22/2020 APPROPRIATE ROOF COVERING. 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 - O 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 I WALLS THE ROOF SHEATHING IS NOTED AS BEING FIRE RETARDANT TREATED WOOD FOR A MINIMUM OF 4 FEET FROM THE WHICHI PROPERTY LINE FOR PENETRATIONSOF 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. AREA 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. eszz•».�:�_�1►r_��ayzsE:�1:z.�yx.>tr�•�►rzisr�� 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. 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 -O 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) n N w 0 Z w 0 n 0 0 w 0 .Q 0 0 thrive 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 ,�Whea SIS .�, c4 _ CD c O LU U O Q o F_ Ln V V) I ZO wO U C) = 7 (W V C) (D O LTLJ y O oe -3: CONSTRUCTION SET ISSUE DATE 10/22/2020 3-PLEX-A ROOF PLAN A1,30 1X6 OVER' FA: ASPHALT SHIN ROOF GUTTERS. DOWNSPOUTS, PAINT TO MA ADJACENT MATER .M. EXTENDED WINDOW l TO MEET CORNER T TYP @ END ELEVATI o� 4" TRIM AT DO AND WIND( 3RD LE v 2ND PI VINYL WIND( 6" COMPO LAP SIE rn 2ND LE v 1ST PI UTILITIES MET RE: SITE F 8" EXPOSURE VERTI o) COMPOSITE PANEL SIC AL 1ST LE P2 -E LOT 15 LEFT ELEVATION *SPRINKLERED* 1/4" = 1'-0" BLOCK 3, LOTS 13-15 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE IX8 TRIM BOARD 36" H. METAL RAILING. 'OWDER COATED 3 LAC K DRAIN THROUGH, ;OMPOSITE WOOD DECK, TYP. METAL AWNING. 'OWDER COATED 3 LAC K IX8 CORNER TRIM 30ARD 4DHERED MASONRY PLOT PLAN NOTES BLOCK 3, LOTS 13-15 PLOT PLAN ISSUE DATE: 06/23/2020 (REVISION 2:10/13/2020) LOT 13 • TOS = 23.8 • GARAGE SLAB = 22.1 LOWER FINISHED GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING LOT 14 • TOS = 23.8 • GARAGE SLAB = 21.9 LOT 15 • TOS = 23.1 • GARAGE SLAB = 21.7 1X6 OVER 1X10 FASCIA r ASPHALT SHINGLE 04 N ch 1 ROOFING I M GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH 1'-10" HEEL. 1'-2" HEEL. ADJACENT MATERIALS 7 2'-0" O.H. T 2'-0" O.H. ff 4" TRIM AT DOORS AND WINDOWS TIE BACKS FOR DECK 6" COMPOSITE LAP SIDING 1X8 TRIM BOARD 8" EXPOSURE VERTICAL COMPOSITE PANEL SIDING DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR � FRONT ELEVATION P2 -E LOT 15 *SPRINKLERED* 0 PRIVACY DOOR 1'-10" HEEL. 2'-0" O.H. 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: 8'-0" oou�aoo _ �ou��ou�=o1 L_J=2 ��n 000aoo�0000000000000 0 �I�❑o OooOOo OooOOo�OOooOOooOCIooOC� OI IL oOOoO 0 O O OoOOoOOoOO��OL �OC�OO�OO�CO�C o oo�Do❑DOo❑C�=ooC� 0 000aoo�000�000�00000� _ I L—II 1 11 =E =1 O❑DO❑ O❑Do❑ ❑=C OoOOoO�o�OoO=C1 COL o� 0��0❑0� ❑o�� ❑o�� ❑off ❑off Do �� o� �o� � C oF__ oO��oC��oC��O P1-1 LOT 14 *SPRINKLERED* P3 -E LOT 13 1X4 CORNER TRIM 10" COMPOSITE LAP SIDING 3RD PLATE ADHERED MASONRY 4" COMPOSITE ` LAP SIDING - 1X10 CORNER a, TRIM BOARD 3RD LEVEL n v 2ND PLATE n TIE BACKS FOR DECK VINYL WINDOWS 36" H. METAL RAILING. OWDER COATED LACK o� ETAL AWNI NG. )WIDER COATED ACK 2ND LEVEL n _ v M 1 ST PLATE n IT 1ST LEVEL n 0 i� 0 0 0 N1 thrive 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 OkNlheat . , �i' Lo _ CD c O G,jO,/fig D, JAS. W U O C) r� V V V ! O ZO wO U W 0e Z (D C) V O LLJ O oe -3: CONSTRUCTION SET ISSUE DATE 10/22/2020 3-PLEX-A BUILDING ELEVATIONS A3,01 1X6 OVER FA ASPHALT SHIP ROO GUTTERS DOWNSPOUTS, PAINT TO ME ADJACENT MATEF 1X10 COF TRIM BC 4" COMPC LAP SI 1X4 BC 3RD LEVEL 2ND PLATE 1X8 TRIM BC METAL AWP POWDER CO) Bl 2ND LEVEL 1ST PLATE ADHERED MASC 1STLEVEL COMPOSITE WOOD DECK, TYP. rAZDUTA ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS METAL AWNING. POWDER COATED BLACK DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. OVERHEAD GARAGE DOOR XTENDED WINDOW TRIM O MEET CORNER TRIM. YP @ END ELEVATIONS I" TRIM AT DOORS kND WINDOWS /INYL WINDOWS X8 TRIM BOARD EXPOSURE VERTICAL ;OMPOSITE PANEL SIDING REAR ELEVATION 1/4" = 1'-0" BLOCK 3, LOTS 13-15 BUILDING TYPE 3A LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE JULIET BALCONY OT 14 NKLERED* PLOT PLAN NOTES BLOCK 3, LOTS 13-15 PLOT PLAN ISSUE DATE: 06/23/2020 (REVISION 2:10/13/2020) LOT 13 • TOS = 23.8 • GARAGE SLAB = 22.1 LOWER FINISHED GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING LOT 14 • TOS = 23.8 • GARAGE SLAB = 21.9 LOT 15 • TOS = 23.1 • GARAGE SLAB = 21.7 1X8 TRIM BOARD P2 -E BETWEEN UNITS LOT 15 *SPRINKLERED* 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. GXTGRIr1R rn\/GRIt\I(, PGR ')nlq IRr SGrTlr)NI R7Yl. 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: 8'-0" 6" COMPOSITE LAP SIDING 1X8 TRIM BOARD 8" EXPOSURE VERTICAL COMPOSITE PANEL SIDING w T a J �i 0 m z z w 0 n w 0 .T Q 0 N1 thrive 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 OkNlheat 11�c' _ CD c O LU U O Q o r� LJ V V ! O ZO wO U C) = w 0e z (D Q C) (D O w O ry ry Q CONSTRUCTION SET ISSUE DATE 10/22/2020 3-PLEX-A BUILDING ELEVATIONS A3,02 GOVERNING CODE DATE: 2018 IRC SEISMIC CATEGORY= B 1 = 1.00 R=6.5 RISK = II ULT. WIND SPEED (3 -SECOND GUST) 115 MPH EXPOSURE C ROOF LOADS DEAD 20 PSF SNOW 30 PSF FLOOR LOADS DEFLECTION LL=L/360 TL=L/240 DEAD 12 PSF LIVE 40 PSF DECK LOADS DEAD 12 PSF LIVE 60 PSF MAX. SOIL BEARING PRESSURE 2000 PSF EQUIVALENT FLUID PRESSURE 45 PCF NOTE: THIS ENGINEERING DESIGN ASSUMES THE LOADS AND CRITERIA LISTED ABOVE. CONTRACTOR SHALL REVIEW THE LOADS & GEOTECHNICAL REPORT AND CONTACT YORK ENGINEERING PRIOR TO CONSTRUCTION IF ANY ADJUSTMENTS ARE REQUIRED. THE LOADS ABOVE ASSUME NO RADIANT HEAT FLOORING. FOUNDATION DESIGN IS IN ACCORDANCE WITH A.G. WASSENAAR, INC SUBSURFACE INVESTIGATION FOUNDATION RECOMMENDATIONS, PROJECT NUMBER 185529, DATED DECEMBER 6, 2018 REVISED MAY 27, 2020. DESIGN IS SUBJECT TO REVISION BASED ON RESULTS OF OPEN HOLE OBSERVATION. FOOTING, FOUNDATION AND CONCRETE 1. FOOTING DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE AS PER GEOTECHNICAL REPORT, SEE PLAN. IF A PROJECT SOILS REPORT HAS BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR GRANULAR FILL COMPACTED TO 95% OF MAXIMUM DENSITY. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL FOOTINGS TO BE PLACE AT MIN. BELOW LOCAL FROST DEPTH, AND BE CONTINUOUS AND MONOLITHIC POUR. 2. CHANGES IN ELEV. SHALL BE STEPPED WITH STEP HEIGHT NOT HIGHER THAN 1/2 THE STEP LENGTH AND NOT GREATER THAN 5'. NOTIFY ENGINEER IF GRADE DROPS OVER 8' IN 24' (GREATER THAN 1/3 SLOPE) SO THAT APPROPRIATE DESIGN CHANGES MAY BE MADE TO FOUNDATION AND FOOTINGS. 3. ALL FOOTINGS, FOUNDATIONS, AND INTERIOR SLABS SHALL BE NORMAL WT. CONCRETE WITH A COMPRESSIVE STRENGTH OF 2,500 PSI MIN. U.N.O. TO MEET STRENGTH REQUIREMENTS (SEE CALCS., NO SPECIAL INSPECTIONS REQUIRED U.N.O., SEE PLAN) HOWEVER, PER IRC 402.2 USE 3000 PSI CONCRETE FOR DURABILITY PURPOSES. THE WATER/CEMENT RATIO SHALL BE NO GREATER THAN .50 WITH A MINIMUM CEMENT CONTENT OF 504 LBS. PER CUBIC YARD. 4. ALL CONIC. WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS REQUIRED BY ACI STANDARDS AND PRACTICES. 5. ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI STANDARD 318. REINFORCEMENT SHALL BE FREE FROM MUD AND OIL AND OTHER NON-METALLIC COATINGS THAT HAMPER BONDING CAPACITY. 6. OWNER\CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LISTED ON THE DRAWING. VERIFICATION OF ALL SITE CONDITIONS INCLUDING SITE STABILITY IS THE RESPONSIBILITY OF OTHERS 7. ALLOW 14 DAYS FOR CONCRETE TO CURE PRIOR TO BACKFILL B. STRUCTURAL CONCRETE EXPOSED TO FREEZE THAW CYCLES SHALL HAVE 5% AIR ENTRAINMENT, MIN. 9. RUN FOOTINGS CONTINUOUS UNDER ALL DOOR OPENINGS, SEE PLAN. 10. SILL PLATE J -BOLTS SHALL BE A307 WITH 7' MIN. EMBEDMENT IN CONCRETE U.N.O., SEE PLAN. 11. TITEN HD BOLTS OR EPDXY THREADED RODS MAY BE USED AS SUBSTITUTION FOR SILL PLATE J -BOLTS AT SAME SIZE AND SPACING AS J -BOLTS. USE 6" TITEN HD OR WEDGE ANCHOR WITH MIN 1" EDGE DISTANCE FOR SINGLE SILL PLATE AND 8" BOLTS FOR DBL PLATE. 12. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL ABOVE AND SHALL ATTACH TO FULL HEIGHT KING STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. DIMENSIONS TO HOLDOWN LOCATIONS MUST BE FIELD VERIFIED. 13. FOOTINGS TO BE CENTERED ON WALLS AND COLUMNS/POSTS U.N.O., SEE PLAN. 14. USE SIMPSON SET EPDXY FOR CONCRETE ANCHORS U.N.O., SEE PLAN. CONTINUOUS SPECIAL INSPECTIONS REQUIRED ON ALL EPDXY OPERATIONS UNLESS WAIVED BY ENGINEER AND THE BUILDING OFFICIAL 15. LAP REBAR 48 BAR DIAMETERS U.N.O., SEE PLAN. EXTEND HORIZONTAL BARS IN WALL MIN. 12" AROUND CORNERS. REINFORCING IN SLABS ON GRADE MAY BE LAPPED 24°. SPLICES IN BOTTOM STEEL IN CONCRETE BEAMS, FOUNDATION WALLS, AND CAST IN PLACE SUSPENDED SLABS SHALL BE STAGGERED 48 BAR DIAMETERS. IF SPLICES ARE NOT STAGGERED, SPLICE BARS 72 BAR DIAMETERS 16. LINTELS IN CONCRETE WALLS MAY BE AS FOLLOWS U.N.O., SEE PLAN; FOR S -O' MAX SPAN, 8' DEEP WITH (2) #4 BOTT. BARS, FOR 6'-0' MAX SPAN, 12° DEEP WITH (2) #4 BOTT. BARS. 17. PROVIDE (2) EDGE BARS ABOVE CONCRETE WALL OPENINGS AND (1) BAR EACH SIDE AND BELOW OPENINGS U.N.O., SEE PLAN. MATCH SIZE OF EDGE BARS WITH TYPICAL WALL REINFORCING AND PLACE WITHIN 4" OF OPENING EDGE. EXTEND BARS 48 BAR DIAMETERS PAST EDGE OF OPENING OR EXTEND AS FAR AS POSSIBLE AND PROVIDE 90' STANDARD HOOK AT END. 18. PROVIDE HORIZONTAL BAR WITHIN 3° OF TOP AND BOTT. OF WALL AND PROVIDE VERTICAL BAR AT ALL WALL CORNERS AND ENDS. YORK ENGINEERING INC. SPECIFICATIONS IS LIMITED TO THE STRUCTURAL DESIGN OF THE MAIN SUPPORTING ELEMENTS OF THIS STRUCTURE. NO OTHER DISCIPLINES OF THIS STRUCTURE INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING, MECHANICAL WERE NOT REVIEWED FOR CODE COMPLIANCE OR COMPATIBILITY WITH THE DESIGN. THE PURPOSE OF THIS ENGINEERING IS TO HELP REDUCE STRUCTURAL DAMAGE AND LOSS OF LIFE DUE TO SEISMIC ACTIVITY AND/OR HIGH WIND CONDITIONS. NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER DESIGN. NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO GLOBAL STABUTY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE, CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN. F NOTE: S131X30 BOLTS CI POST -INSTALLED. BOLTS CAST -IN-PLACE. DIMENSIONS SHOWN RE OF BOLT. REV1510N5 DATE: FOOTING SCHEDULE: DESCRIPTION: TYPE WIDTH LENGTH THICK REINFORCEMENT F-15 16" CONT. 8" NOT REQUIRED F-20 20" CONT. 8" (2) # 4 BARS CONT. NOTE: FOOTING REINFORCEMENT IN THIS SCHEDULE AND NOTED ON PLANS IS BOTTOM REINFORCING U.N.O. AND SHALL BE PLACED IN BOTTOM 1/2 OF FOOTING THICKNESS, WITH 3" CONCRETE CLEAR COVER, MIN. YORK ENGINEERING INC. SPECIFICATIONS IS LIMITED TO THE STRUCTURAL DESIGN OF THE MAIN SUPPORTING ELEMENTS OF THIS STRUCTURE. NO OTHER DISCIPLINES OF THIS STRUCTURE INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING, MECHANICAL WERE NOT REVIEWED FOR CODE COMPLIANCE OR COMPATIBILITY WITH THE DESIGN. THE PURPOSE OF THIS ENGINEERING IS TO HELP REDUCE STRUCTURAL DAMAGE AND LOSS OF LIFE DUE TO SEISMIC ACTIVITY AND/OR HIGH WIND CONDITIONS. NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER DESIGN. NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO GLOBAL STABUTY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE, CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN. F NOTE: S131X30 BOLTS CI POST -INSTALLED. BOLTS CAST -IN-PLACE. DIMENSIONS SHOWN RE OF BOLT. REV1510N5 DATE: # DESCRIPTION: BY: 4/28/2021 01 ADDED GRADE BEAM FOR POWDER BATH HD 5'-24„ 0 - F31_ , 0 NOTE: ALL CONTINUOUS FOOTINGS ARE 16" WIDE X 8" DEEP (F-16) UNLESS NOTED OTHERWISE 16,_4„ 1r-42 11„ W -10a" 6,_4„ 1' 42 11•,1 4a„ 16,_4„ 1'-101, (o�ya• (o?� (oma -*- °VO• ° � yO• S 'b 3b ND p�pJ� 13��' apo`' ND '�o �� ti�� ND u �Q1A o � yoGs cp�� 7 NOTE %"0 ALL -THREAD DRILLED & EPDXIED 8" INTO FOUNDATION ND ND ND ° ND - 0-*, ^9 e N � N ti3�9 NON-STRUCTURAL SLAB ON GRADE J. �ry°9 NON-STRUCTURAL SLAB ON GRADE I` NON-STRUCTURAL SLAB ON GRADE cq 0 -*- O ND 9 STEP I T.O.W. 8" 5'-24„ 0 - F31_ , STEP T.O.W. 8" 4'-92 3,_0„ L 7 17 Y� F . �99q#�° ND Oo�lIN (�OeT a ° CBi�• N N -STRUCTURAL SLAB ON GRADE Q N a 9 ° it 0:' -STRUCTURAL SLAB ON GRADE e0 •<y LL ry 9� L Eq Q (PI" ° 16"X8" GRADE N$ BEAM W/ (2) #4 BARS CONTINUOUS �Co TBE ^o, O 11 1T BE a 4, 44 ND— CENTER Ll CONCRETE gyp' O.W. HAUNCH (TYP)u O.W. 2„ O STEP 3'-6" X94 ° 16,-92 NOTE: ALL CONTI OU 49.0 FOOTINGS ARE 16" WI X 8" 36'-01 DEEP (F-16) UNLESS NOTED OTHERWISE P2 -E LOT 15 7867 WEST 43RD 16"X8" GRADE BEAM W/ (2) #4 BARS CONTINUOUS 0.*. 4.0. 11 ND ••�• ti3g°j ND L —Z 12" T.O.W. 1„ 16'4" �999e NOTE: %"4 ALL -THREAD DRILLED & �B O EPDXIED 8" INTO FOUNDATION 56'-6" P1 -I LOT 14 7863 WEST 43RD io 6n co 16"X8" GRADE 0 BEAM W/ (2) #4 BARS CONTINUOUS 11" NON-STRUCTURAL SLAB ON GRADE IND > \\\1 9. 442ND 10,-18, O O O NOTE: SBiX30 BOLTS CANNOT BE POST -INSTALLED. BOLTS MUST BE CAST -IN-PLACE. DIMENSIONS SHOWN ARE TO CENTE' OF BOLT. 20'-51" P3 -E LOT 13 7855 WEST 43RD FOOTING/FOUNDATION PLAN SCALE: 1/4" =1'-0" 00* STEP .O.W.12" STEP .0.W.12' ro _T 0 o) m O •- ��rtFN o'•�F r Ir a r� a r r r , r i 04/28/2021; (n 0 0 LLJ c) 0 LLJ Elf 0 Q u 0 Ul �J -i y) J 0 Q m W 0 Lo �;: LLT U) I- 0 (n (Uo 00 00 0 (� Z I-- < LLJ 0 ro w J 00 = Q Ln Ln U GO - r- oti \N In ei?, otiWheai Q. 0 � l o F I SITE SPECIFIC PLOT PLAN NOTES: LOT = 13 TOS = 23.8 GARAGE SLAB =22.1 LOWERED FINISH GRADE ALONG HOUSE POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINAGE LOT = 14 TOS = 23.8 GARAGE SLAB =21.9 LOT = 15 TOS = 23.1 GARAGE SLAB =21.7 REVISIONS: 10.09.20 — ADDRESSES CORRECTED — AL. 10.13.20 — REDLINES PER DAVID KENDALL — AL. 10.21.20 — LABEL RAMPS AND ADA UNITS — AL. Reviewed for Zoning Compliance by the � i, City of Wheat Ridge Planning Division APPROVED BY: DATE: '5/10/2021 COMMENTS: 0 20 40 SCALE: 1"=20' MODEL OPTIONS: SUBDIVISION: YARROW GARDENS FILING NO. 4 COUNTY: JEFFERSON CITY: WHEATRIDGE ADDRESS: THB WestRidge LLC PLOT PLAN • PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. • PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT. • EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. • PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING STAKEOUT • LOT CORNER ELEVATION CHECK. 09 26-19 T: T, j,,ts ARROWGARDENSP3\YARROWGARDENSP3. dug 10AlA02073697 AM 8�, LOT 1315 BLOCK 3 LOT ADDRESS 13 7855 WEST 43RD PLACE 14 7863 WEST 43RD PLACE 15 7867 WEST 43RD PLACE Reviewed by the City of Wheat Ridge Engineering Division NO EXCEPTIONS TAKEN J BY: Jordan Jefferies DATE: 6/14/2021 COMMENTS: A grading certificatin with ILC or updated CCP required prior to CO LEGEND LOWERED FINISH GRADE: X® HOUSE X57 -XI PORCH ® GARAGE/CRAWL SPACE FX--Xl FOUNDATION STEP @x CONCRETE RISER COUNT CONCRETE ELEVATION [xx.x] GRADING PLAN ELEVATION C sAX.xx DIENTERO C. CURB STOP AT (XX.xx) DIRT/CONC. ELEVATION AT CENTER OF METER PIT urveying, Inc. vnmm.aea,s•..bLn nss South Yosemite Street 1100 Centennial, CO 80112 (303) 850-0559 Fax: (303) 850-0711 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, May 3, 2021 11:13:33 PM 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 New 3 Plex IRC TH -7855 7863 7867 W 43rd PI PROPERTY INFORMATION Property Address - 7855 W 43rd PI 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 303-766-7772 (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 IRC TH-Accessible Unit, 2 car att garage-w/A/C - 1644 Work - Example: New sq ft 2 car aft gar 460 sq ft -2 Bdrm plus loft, Powder Bath Room single family townhome on 1st level with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of New Construction 1964 Foundation Plans for 7855 W 43rd PI Foundation Plan - STAMPED.odf Specific Building Elevations of Building 7855 W 43rd PI Arch Plans.odf Site Plan showing Unit 7855 W 43rd PI Site Plan w Plot Plan ndf Highlighted Floor plan of Unit 7855 W 43rd PI Floor Plan ndf Construction Plans 7855 W 43rd PI Arch Plans 1.Ddf scanned on 11'x17" or larger Project Value (contract p3 -E $213,000Living Space 1644 $122.46 $201,324.24 value or cost of ALL Garage 648 $48.30 $31.298.40 materials and labor) pokch. deck, patio 30 $17.66 $526.80 $233,149.44 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 W heat idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must 19'x' -completed & signed by the ELECTRICAL SUBCONTRACTOR f''- performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address. - 7855, 7863, 7867 W 43rd PI General Contractor: THB Westridge LLC TED Company Name: Wheat Ridge Contractor License #: 0 State License #:E(.. 060710 Master License #: AAL QQaiiv l0, �n ? -dOL II Printec Name of Authorized Agent l� ?a Signatur of Authorized Agent Contact Phone #: 303-430-141`i (required field) Sr- 7 -Pzv Date City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 5/14/2021 Location: 7855 W 43rd PI 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� 5/14/2021 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: 5/14/2021 Location of Construction: 7855 W 43rd PI 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: 5/14/2021 ADDRESS: 7855 W 43rd PI 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 Cit®f opt Wh6,atid e COMMUNITY DEVELOPMENT g SUB -CONTRACTOR AUTHORIZATION FORM This form must be siMed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. 7855,7863, 7867 W 43rd Pl Project Address: Permit #:_ General Contractor: THB WeWdge LLC Electrical Snub -Contractor ` Company Name. Phone #• State License #: Master # 2 13-0 Wh6t Ridue 7lcense.#c.. (required field) lure Of * "6w orized Agent Da IPlumbing Sub -Contractor Company Name: C&T Plumbing Phone #: 303-978-1051 State License #:_O o o ? Z 9� Master #: O D � S wheat Ridge.Ucense #: Q C.; o . (required field) Signature of orized Agent Date I Mechanical Contractor I Company Name: "ee, l T Phone; 31)&7& r -/ a747 t� : (required field) ture of Authorized Agent Date City of j Wheat 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. Project Address• 7863 7867 7866 w 43rd Place General Contractor: TAP, P, W P S-Ff Ay LLC FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: -r,-\G Contact Phone #: 1ys,� Wheat Ridge Contractor License #: I SODS 9 Jrequired field) State License #: Master License #: Loy 3 lAC� 0QGtzCkkeS Printed NAme of Authorized Agent �(1-Ilkrl�x� �f aU �O Sig re dfAuthorized Agent Date