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HomeMy WebLinkAbout7852 W. 43rd PlaceF I N I S H E D Y1-1 FINISHED LOWER LEVEL 200 SF MAIN LEVEL 554 SF UPPER LEVEL 560 SF 1,314 SF UNFINISHED GARAGE 354 SF DECK 121 SF PATIO 122 SF 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 -W FINISHED UPPER LEVEL 773 SF MAIN LEVEL 743 SF LOWER LEVEL 222 SF 1,737 SF UNFINISHED GARAGE 512 SF DECK 200 SF PATIO 162 SF 875 SF YARROW GARDENS STACKED TOWNHOMES BUILDING TYPE 4B CONTEMPORARY ELEVATION STYLE'C' BLOCK 6, LOTS 1-4 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 Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: 11/5/2021 COMMENTS: No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. B U I L D I N G All landscaping shall be installed in accordance with the approved landscape plan (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. A D D R E S S E S BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE Reviewed by the City of Wheat Ridge Engineering Division APPROVED Jordan Jefferies BY: DATE: 11/4/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO City of WheatR�dge 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 MTheisen Date 11/16/2021 0 a 0 z 0 nu 0 0 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.THRIVEHOMEBU I LDERS.COM • GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pF Cpt0�9 y o PAU MIC RA 401 g tis�D ARC, o,� \Nheat J g D`vy\oc LU U O 0 V) LU O ZO wO U C LU � Z � 0 (DO � F— Q LU O rV 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 OkNlheat 041 C J g 2018 INTERNATIONAL BUILDING CODE SHALL EXTEND THE FULL LENGTH OF THE COMMON WALL. ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER U O 0 2018 INTERNATIONAL RESIDENTIAL CODE V O F— WQ 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 3DNOT iDA/ACCESSIBILITY 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. NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET -R320.1 SCOPE: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, THE 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 W W W.THRIVEHOMEBU I 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 Cot 01, CIO O PAU MIC RA 401 g F tis�D ARC OkNlheat 041 C J g LU U O 0 V) LU O ZO wO U C) 7 rLU oe L V 0 V O F— WQ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 CODE ANALYSIS G I 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 ORA 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 MINIMUM OF 5.7 SQUARE FEET OF OPEN AREA. GRADE FLOOR 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 T. 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 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) 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 •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.THRIVEHOMEBU I 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 Cpt0�9 C3 O PAU MIC RA 401 g F tis�D ARG�� OkNlheat 'PDQ. J g LU U O 0 V) LU O ZO wO U C) 7 LU L V 0 V � O � F- WQ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 GENERAL NOTES G2 21 24 Y4 -EA 'I a Y1 -IA BLDG TYPE 5AI BLOCK 4, LOTS 6-10 °d Y21 Y4 -E w o 4 to °d e Y4 -E Y1 -IA `1 BLDG TYPE 5A _67BLOCK 4, LOTS 1-5 I Y2-1 ° Y4 -E 0 4 0 LU J U 0 (Y7 LU LU LU J U 0 M LU LU WEST 43RD CIRCLE WEST 43RD CIRCLE �� WEST 43RD PLACE 3OV-ld 4HEb 1S3M 3OV-ld 4HEb 1S3M 4 Q o 10'-6" 10'-6" —Y4 -W— Y1-1 Yl -1—Y2-E— Y2 -E Y1 -I Y1 -I Y4 -W a I BLDG TYPE 4B BLDG TYPE 4B BLOCK6 LOTS 5-8 5 BLOCK 6 LOTS 1-4 L � 8 6 ti L 9 O E Z F//7����EE 110'-6" 10'-6" j F//7 EE BLDG TYPE 4B BLDG TYPE 4B BLOCK 6, LOTS 9-12 BLOCK 6, LOTS 13-16 Y4 -EA Y1 -IA Y1 -IA/ Y2 -EA Y2 -EAS Y1 -IA Y1 -IA Y4 -WA Q 1— u a WEST 42ND AVENUE WEST 42ND AVENUE u q R.O.W. VARIES R.O.W. VARIES 4 a� ARCHITECTURAL SITE PLAN 1 of = 30'-0" WEST 43RD PLACE WEST 43RD PLACE 30Vjd 4HEb 1S3M 3OV-ld 4HEb 1S3M — —8'-9„- I 6-9" — — T ° —Y4-E—Y1-I Y2 -I Y2 -I Y4 -E I Y2 -E Y1 -I _Yl -1 Y2 -E BLDG TYPE 5A BLDG TYPE 4B BLOCK 5, LOTS 5-9 I BLOCK 5 LOTS 1-4 6 z 9 g 5 t, L 8 E Z o� 8'-9"� �8'-9" ° q O Y2 -E Y2 -I M BLDG TYPE 4 BLOCK 1, LOTS 1-� N Y21 Y4 -W 30V4d 42�Eb 1S3M POINTS REQUIRED POINTS PROVIDED I..L 42 43 VISITABLE DWELLING UNIT 43 1 43 SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR Q TOTAL - 43 pF Cpt0�9 0 HOURS > 5 FEET lng D`vy\oc NOT ALLOWED < 2 FEET TO < 5 U O N Y4 W PROJECTIONS 0 > 2 FEET TO CONSTRUCTION UNDERSIDE <5FEET 0 HOURS > 5 FEET NOT ALLOWED < 3 FEET M YI-I N 25% MAX AREA (0 HRS) 3 FEET UNLIMITED (0 HRS) 5 FEET 4.® W CO PENETRATIONS Y2-1 .....o 3 FEET N BLDG TYPE 6C - ELEV 2 UF-)� BLOCK 5, LOTS 19-24 c� Y2-1 ARCHITECTURAL SITE PLAN G3 ofO Q 0� 11 16 17 10 12 13 14 DD 15 18 o YI-I N a a BLDG TYPE 5A BLDG TYPE 4B BLOCK 5 LOTS 10-14 BLOCK 5 LOTS 15-18 II I Y4 -E Y1 -I Y2-1 Y2-1 Y4 -E I Y2 -E Y1 -I Y1 -I Y4 -E 0)' Y4 -W - - -II a I A4 a WEST 42ND AVENUE WEST 42ND AVENUE S3RIVA 'M'02I R.O.W. VARIES R.O.W. VARIES DnNDAV GNZb 1SDM N W. 42ND AVE. 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 ASA 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 - 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 ARCHITECTS SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR 0 FEET WALLS UL 263 Centennial, CO 80111 pF Cpt0�9 0 HOURS > 5 FEET lng D`vy\oc NOT ALLOWED < 2 FEET TO < 5 U O FEET PROJECTIONS 1 HOUR > 2 FEET TO CONSTRUCTION UNDERSIDE <5FEET 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 = n 0 0 0. 0 .T 0 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.THRIVEHOMEBU I LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pF Cpt0�9 PAU MIC RA 401 g tis�D ARG�� OkNlheat Ile V lng D`vy\oc LU U O rF- V V LU o O Z 0 wO U rW Z V V � O F— u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 ARCHITECTURAL SITE PLAN G3 FII 0 BLDG 4B - LOWER LEVEL PLAN 3/16" = 1'-0" ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 GENERIC BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS AT 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S 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 -- JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 7T_ 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 -AO AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* 0 PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" BLOCK 6, LOTS 1-4 0' LOT 22'-0" 1 7840 WEST 43ND PLACE 2 16-6" 3 7848 WEST 43ND PLACE 4 16-6" GYPSUM LINER Suite 250 20'-0" 0' PAU MIC RA 401 SFO ARG�� UL DESIGN U375 c �O SOUND TEST: 21'-10" 2" 2" 16-2" 2" 2" CONSTRUCTION 16-2" 2" 2" 19'-10" 0 0 C GARAGE AREA SHALL BE SEPARATED FROM THE 4-PLEX-B LOWER LEVEL BLDG PLAN A1,01 RESIDENCE BY 5/8" TYPE X GYP APPLIED TO THE GARAGE SIDE WHERE THE SEPARATION IS C DWELLING LINE SEPARATION C HORIZONTAL (I.E., GARAGE CEILING). THE WALL SHALL BE CONTINUOUS STRUCTURE SUPPORTING THE SEPARATION FROM FOUNDATION TO THE SHALL ALSO BE PROTECTED BY NOT LESS THAN UNDERSIDE OF THE ROOF 1/2" GYP. BD. OR EQ. GARAGES LOCATED LESS SHEATHING, TYP., PER IRC THAN 3'-0" FROM A DWELLING UNIT ON THE SAME 2012 R302.2.1 CONTINUITY LOT SHALL BE PROTECTED WITH NOT LESS THAN 1/2" GYP ON THE INTERIOR SIDE OF EXTERIOR WALLS PER 2012 IRC R302.6, TYP. JI IJ JI JI JI JI IL JI IJ JI IJ JI JI II —SII 0 —— IJJI IJJI IJ JI — F JI JI Ir I� JI F- JI - F-, 0 L - El El.a lf!j ❑ C PORCHE TO HAVE 2% MIN. a SLOPE AWAY FROM BUILDING FOR PROPER a _a 7W 111 DRAINAGE, TYP. UNIT Y4 -W UNIT Y1 -I UNIT Y1 -I UNIT Y2 -E LOT 1 LOT 2 LOT 3 LOT 4 22'-0" 16-6" 16-6" 20'-0" BLDG 4B - LOWER LEVEL PLAN 3/16" = 1'-0" ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 GENERIC BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS AT 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S 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 -- JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 7T_ 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 -AO AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* 0 PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE 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 SFO ARG�� UL DESIGN U375 c �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 W W W.THRIVEHOMEBU I 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 Cot Of- y O PAU MIC RA 401 SFO ARG�� Ok\Nheat U c �O 0 LU U O Q o LU co O Z 0 O LU o = w Q o V O F— u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B LOWER LEVEL BLDG PLAN A1,01 VArAffe>rr UNIT Y4 -W UNIT Y1 -I UNIT Y1 -I UNIT Y2 -E LOT 1 LOT 2 LOT 3 LOT 4 BLDG 4B - MAIN LEVEL PLAN 0 3/16" = 1'-0" N ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 GENERIC BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT —_ —_ ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS AT 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S 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 -- JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 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 -AO AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE 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 tis�D ARC, UL DESIGN U375 c �o G,jdrhg 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 W W W.THRIVEHOMEBU I 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 Cpt0�9 y O PAU MIC RA 401 tis�D ARC, Ok\Nheat U c �o G,jdrhg LU U O Q o F---�Lr)V) w � O ZO wO U C) = LU Q o z(D c� O F- wu< O r ry Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B MAIN LEVEL BLDG PLAN A1,02 Pei 76-0" 22'-0" 16'-6" 16-6" 20'-0" 21'-10" 2"� �2" 16-2" 2" �2" 16-2" 2"-� �2" 19'-10" UNIT Y4 -W UNIT Y1 -I LOT 1 LOT 2 BLDG 4B - UPPER LEVEL PLAN 3/16" = 1'-0" UNIT Y1 -I LOT 3 ROOF -SOFFIT SYSTEMS UNIT Y2 -E LOT 4 GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 GENERIC BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS AT 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S 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 JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 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 -AO PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND 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 -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" (SOU N D) 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 W W W.THRIVEHOMEBU I 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 Cpt0�9 y O PAU MIC RA 401 tis�D ARC, Ok\Nheat U c �o G,jdrhg LU U 0 Q o F---�Lr)V) w � O ZO wO U C) = LU Q o z(D c� O F- wu< O r ry Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B UPPER LEVEL BLDG PLAN A1,03 LINE OF BE LINE OF SC VENTS RE. F CALCS, LINE OF BE BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" ROOF VENTING CALCULATIONS Y4 ROOF: TOTAL ROOF AREA = 921 SQ. FT. = 132,624 INz REQUIRED VENTILATION: X/300 = 443 1 N NET FREE AREA VENTILATION PROVIDED: AT ROOF: 4 VENTS @ 51 1 N = 204 1 N (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 1 N NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 1 N = 153 1 N (40%) AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz TOTAL PROVIDED: 403 INz Yl -I ROOF: TOTAL ROOF AREA = 638 SQ. FT. = 91,872 INz REQUIRED VENTILATION: X/300 = 307 1 N NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 1 N = 153 1 N (49%) AT EAVE: 16 LINEAR FEET @ 10 INz = 160 INz TOTAL PROVIDED: 313 INz BLDG 4B - ROOF PLAN 3/16" = 1'-0" — LINE OF SOFFIT VENTS RE. ROOF CALCS, TYP. ROOF VENTS, RE ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. UNLOT 1 W I U LOT 2 I U LOT 3 I I U LIE OT 4 N ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 GENERIC BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS AT 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S 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 JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 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 -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 VENTAREA: 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 6000006666660 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" (SOU N D) n 0 0 o, 0 .Q 0 f h rive 4'-0" 4-0" 4-0" 4-0" 8'-0" Homes that do more. v = 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.THRIVEHOMEBU I 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 C O/ Of- 10 PAU MIC RA 401 6 F tis�D AR0k\ OkNlheat Ile U 'g D`vy\oc LU U O r-------- ----- --- ( O F— u< LLJ O .. .................... CONSTRUCTION .............. O ISSUE DATE 11.09.2018 —N � I 1 � DWELLING UNIT SEPARATION WALL SHALL 4:12 � rn 4-PLEX-B ROOF PLAN A1,04 BE CONTINUOUS FROM THE I 1 co FOUNDATION TO THE UNDERSIDE OF THE ROOF 0.H.1 O.H. SHEATHING, TYP., PER IRC 2012 R302.2.1- CONTINUITY L RIDGE i II � x II N N i r --J o x 1 M M t i 4-3 1/2" 6'-1 " 6'-1 " 2'-7" TU D OW- O.H. El i I 1 � I � ----------b ASPHALT SHINGLE =-------- I � O ❑❑ ❑❑ ❑❑ ❑❑ 4:12 II El i II ; FFIT OOF 1 TYP. Cl) El i �1 i 4:12 ' 1 '-4" I II II II i � I � FACE OF STUD TUD 11'4" BELOW, TYP. i -OW O.H. i O.H. i � II 1 -4" 11 11 I 11 i 1 10'-5 1/2" 10'-5 1/2" O.H. ox --L-- --1-------- -- - o x L----------- --------- -----�'� 2 N O 2 x 2 N O 2 O O O O O i BLDG 4B - ROOF PLAN 3/16" = 1'-0" — LINE OF SOFFIT VENTS RE. ROOF CALCS, TYP. ROOF VENTS, RE ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. UNLOT 1 W I U LOT 2 I U LOT 3 I I U LIE OT 4 N ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 GENERIC BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS AT 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S 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 JOINTS. WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. 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 -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 VENTAREA: 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 6000006666660 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" (SOU N D) 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 W W W.THRIVEHOMEBU I 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 C O/ Of- 10 PAU MIC RA 401 6 F tis�D AR0k\ OkNlheat Ile U 'g D`vy\oc LU U O LU V ! O ZO wO U C%� rLU oe Z V ( O F— u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B ROOF PLAN A1,04 o� 00 co o� LO o� ROOF VE"'T"11. ROO COC LOCATI PLACE SOLAR PANI UPPER LEVE CONTROLJi 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 [•111/1:»0ky/: UNIT Y2 -E LOT 4 BLDG 4B - RIGHT ELEVATION 3/16" = V-0" 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. BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE 22'-0" 1 16-6" 1 16-6" 1 20'-0" 1 ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH 12 ADJACENT MATERIALS N 4 CONTROL JOINTS AS SHOW AND PER 12 12 w ? + c�i MANUFACTURER SPECIFICATIONS. 4 w 0- I w AND PER ASTM C1063 J 1' 5" HEEL. - = v 1' 2" HEEL. _ 1'-5" HEEL. J CO CO 1X8 FASCIA = o (2' 0" O.H.) `n (1' 0" O.H.) (2' 0" O.H.) = O UPPER LEVEL PLATE N -NION � 1X4 STUCCO WINDOW TRIM, TYP. VINYL WINDOWS, TYP. U 01 STUCCO SYSTEM PER SPEC R :DOD TRELLIS LO UPPER LEVEL _ MAIN LEVEL PLATE 8" EXPOSURE COMPOSITE LAP SIDING VINYL SLIDING 0 0 GLASS DOOR, TYP. w CONCRETE o CAP TYP. 36" HIGH RAILING, Ili 1111 11 11111 -11 IE= 11 J DRAIN THROUGH, o� COMPOSITE WOOD o DECK, TYP. MAIN LEVEL- M LOWER LEVEL PLATE 1X12 FIBER CEMENT TRIM RE:DETAILS 0 0 ROOF AT UNIT D ENTRY DOORS, TYP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, i I I lk I I I III, TYP. FONT AS ART DECO OR SIMILAR LOWER LEVEL UNIT Y4 -W LOT 1 BLDG 4B - FRONT ELEVATION 3/16" = V-0" UNIT Y1 -I LOT 2 UNIT Y1 -I LOT 3 UNIT Y2 -E LOT 4 RICK VENEER, YP. PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" 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 W W W.THRIVEHOMEBU I 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 Cpt0�9 C PAU MIC RA 401 tis�D ARG�� Ok\Nheat U G, 'O jdrhg D0\y� LU U O Q o F---�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 L0 0 w 0 L0 0 ASPHALT SHINGLE ROOFING 1X8 FASCIA N GUTTERS AND - 12 DOWNSPOUTS, TYP. 4� PAINT TO MATCH w ADJACENT 2'-0" HEEL. w MATERIALS = (1'-4" O.H.) o 0 io OIL UPPER LEVEL PLATE 8" EXPOSURE . ■ ■ COMPOSITE LAP SIDING n UPPER LEVEL OIL MAIN LEVEL PLATE 1X4 WINDOW TRIM, TYP. VINYL WINDOWS, TYP. ASPHALT SHINGLE ROOFING 1'-4" 0. H. 2'-4" 0. H. 1'-4" 0. H. MAIN LEVEL OL LOWER LEVEL PLATE UTILITIES METERS RE: SITE PLAN COMPOSITE PANEL BOARD SIDING BRICK VENEER, TYP. LOWER LEVEL UNIT Y4 -W LOT 1 BLDG 4B - LEFT ELEVATION 3/16" = 1'-0" ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. BUILDING TYPE 4B ASPHALT SHINGLE ADDRESS ROOFING GUTTERS AND DOWNSPOUTS, 2 TYP. PAINT TO MATCH 3 ADJACENT MATERIALS 4 UPPER LEVEL PLATE 5975 S. Quebec Street Suite 250 1X8 FASCIA pF Cpt0�9 C VINYL WINDOWS, Ok\Nheat CJ TYP. o� 8" EXPOSURE COMPOSITE LAP V) w � O Z 0O LU W � Z � SIDING UPPER LEVEL LO MAIN LEVEL PLATE ISSUE DATE 11.09.2018 1X4 WINDOW TRIM, TYP. 1X8 TRIM o ASPHALT SHINGLE ROOFING MAIN LEVEL o LOWER LEVEL PLATE LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, o� TYP. LOWER LEVEL WAll UNIT Y2 -E LOT 4 BLDG 4B - REAR ELEVATION 3/16" = 1'-0" 2'-0" HEEL. (1'-4" 0. H.) LEI iM.-Ii ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. CONTROL JOINTS AS SHOW AND PER MANUFACTURER SPECIFICATIONS. AND PER ASTM C1063 WOOD TRELLIS RE:DETAILS 36" HIGH RAILING, TYP. DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. I M. —Im 12 12 LL]H11 n BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" 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 W W W.THRIVEHOMEBU I LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pF Cpt0�9 C PAU MIC RA 401 tis�D ARG�� Ok\Nheat CJ c �o G,jdrhg D��y� LU U < o V) w � O Z 0O LU W � Z � V O F— W O 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). LEVITON SERIES RATING CHART 240 VOLTS, 22,000 AMPERES IC MAIN I BRANCH TYPE MAX AMP TYPE I POLES AMP RANGE LM150 150 LB 1 1,2 15 - 70 TYPICAL MINIMUM 150A, 240/12OV, 10, 3W TENANT LOAD CENTER LOCATED WITHIN UNIT SHALL BE SERIES RATED FOR 22,000 AIC PER SERIES RATING CHART - THIS SHEET. UTILIZE LEVITON TYPE "LB" 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 1 1200 RANGE 1 7186 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 AIC PER SERIES RATING CHART - THIS SHEET. UTILIZE LEVITON TYPE "LB" 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 lift DRYER 20000 MICROWAVE 3600 14,800 At Meterstack 240 1 21 2 16812 13,742 At Nearest Tenant Panel 1 240 1 1 1 21 1 1 1 7186 1 1 10,296 PROPOSED XCEL 240/120@, 1#, 3 WIRE PAD MOUNTED TRANSFORMER (3 *2/0, AL t 1 *4 AL, GND) 2"C PER NEC 310.15 (5X7). 240/120V,10, 3 -WIRE, 600A. NEMA 3R METERSTACK, 22K AIC ILT=8,000 FOR XCEL METER BUILDING SERVICE CALC - (4) UNITS NEC OPTIONAL LOAD CALCULATIONS LOAD CATEGORY TOTAL 0 0 0 e .o lift 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 -------------------------------- NEARESTUNIT I UNIT UNIT UNIT UNIT I I bi0A2P 150A2P 60A2P bi0A2P ML$ MLS MLB MLS L--- ------- ---- ---------- ---J i 11cun5 rk�u-i, Al -i 'Y1, COLD WATER PIPE S/0 AL) UFFER _ LEVITON TYPE "LM150" MAIN CIRCUIT BREAKER (tYP) �b �b O_b M M m xrEL METI (TYPICAL)ER ELECTRICAL ONE LINE [DIAGRAM I U] NL�O) UI 'naW r °N� r W U' Z W o WQ-�°M 119 0.Lil o 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 REG/ o; �� p►. pyF�, �m = 43330 ss�GNAL••ti�G C\j ■ 0 z C) z C/) C/)w LL0 0') O c) 1 T (DLU Z 0 z z o O CE Q � 1 W C 3:O PROJ. NO. 18185.19 DRAWN: HPE CHECKED: MJH / BAP DATE: 11.13.18 REVISIONS: 1. REVISIONS 07.28.2020 2. REVISIONS 08.27.2020 3. REVISIONS 05.11.2021 ISSUED FOR: PERMIT & CONSTRUCTION SHEET TITLE: ELECTRICAL ONE LINE DIAGRAM SCALE: NONE SHEET NUMBER: E1.0 o� 00 co o� LO o� ROOF VE"'T"11. ROO COC LOCATI PLACE SOLAR PANI UPPER LEVE CONTROLJi 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 [•111/1:»0ky/: UNIT Y2 -E LOT 4 BLDG 4B - RIGHT ELEVATION 3/16" = V-0" 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. BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE 22'-0" 1 16-6" 1 16-6" 1 20'-0" 1 ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH 12 ADJACENT MATERIALS N 4 CONTROL JOINTS AS SHOW AND PER 12 12 w ? + c�i MANUFACTURER SPECIFICATIONS. 4 w I w AND PER ASTM C1063 J 1' 5" HEEL. - = v 1' 2" HEEL. _ 1'-5" HEEL. J COCO 1X8 FASCIA 0" 0. H. `n (1' 0" O.H.) (2' 0" O.H.) = O UPPER LEVEL PLATE N -NION � 1X4 STUCCO WINDOW TRIM, TYP. VINYL WINDOWS, TYP. U 01 STUCCO SYSTEM PER SPEC R :DOD TRELLIS LO UPPER LEVEL _ MAIN LEVEL PLATE 8" EXPOSURE COMPOSITE LAP SIDING VINYL SLIDING 0 0 GLASS DOOR, TYP. w CONCRETE o CAP TYP. 36" HIGH RAILING, Ili 1111 11 11111 -11 IE= 11 J DRAIN THROUGH, o� COMPOSITE WOOD o DECK, TYP. MAIN LEVEL- M LOWER LEVEL PLATE 1X12 FIBER CEMENT TRIM RE:DETAILS 0 0 ROOF AT UNIT D ENTRY DOORS, TYP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, i I I lk I I I III, TYP. FONT AS ART DECO OR SIMILAR LOWER LEVEL UNIT Y4 -W LOT 1 BLDG 4B - FRONT ELEVATION 3/16" = V-0" UNIT Y1 -I LOT 2 UNIT Y1 -I LOT 3 UNIT Y2 -E LOT 4 RICK VENEER, YP. PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" 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 W W W.THRIVEHOMEBU I 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 Cpt0�9 C PAU MIC RA 401 tis�D ARG�� o gyp,_ > to oc- in9 5VII 0 LU U O Q o F---�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 L0 0 w 0 L0 0 ASPHALT SHINGLE ROOFING 1X8 FASCIA N GUTTERS AND – 12 DOWNSPOUTS, TYP. 4� PAINT TO MATCH w ADJACENT 2'-0" HEEL. w MATERIALS = (1'-4" O.H.) o 0 io OIL UPPER LEVEL PLATE 8" EXPOSURE . ■ ■ COMPOSITE LAP SIDING n UPPER LEVEL OIL MAIN LEVEL PLATE 1X4 WINDOW TRIM, TYP. VINYL WINDOWS, TYP. ASPHALT SHINGLE ROOFING 1'-4" 0. H. 2'-4" 0. H. 1'-4" 0. H. MAIN LEVEL OL LOWER LEVEL PLATE UTILITIES METERS RE: SITE PLAN COMPOSITE PANEL BOARD SIDING BRICK VENEER, TYP. LOWER LEVEL BLDG 4B - LEFT ELEVATION 3/16" = V-0" ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. BUILDING TYPE 4B ASPHALT SHINGLE ADDRESS ROOFING GUTTERS AND DOWNSPOUTS, 2 TYP. PAINT TO MATCH 3 ADJACENT MATERIALS 4 UPPER LEVEL PLATE 5975 S. Quebec Street Suite 250 1X8 FASCIA pF Cpt0�9 C VINYL WINDOWS, > to TYP. o� 8" EXPOSURE COMPOSITE LAP F---�Lr)V) w � O ZO wO U C LU � Z � SIDING 00 UPPER LEVEL o MAIN LEVEL PLATE ISSUE DATE 11.09.2018 1X4 WINDOW TRIM, TYP. 1X8 TRIM o ASPHALT SHINGLE ROOFING MAIN LEVEL o LOWER LEVEL PLATE LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, o� TYP. LOWER LEVEL UNIT Y4 -W LOT 1 WAIM 2'-0" HEEL. (1'-4" 0. H.) iM.-Ii LEI ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. CONTROL JOINTS AS SHOW AND PER MANUFACTURER SPECIFICATIONS. AND PER ASTM C1063 WOOD TRELLIS RE:DETAILS 36" HIGH RAILING, TYP. DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. I M. —Im UNIT Y2 -E LOT 4 BLDG 4B - REAR ELEVATION 3/16" = V-0" BLOCK 6, LOTS 1-4 BUILDING TYPE 4B LOT ADDRESS 1 7840 WEST 43ND PLACE 2 7844 WEST 43ND PLACE 3 7848 WEST 43ND PLACE 4 7852 WEST 43ND PLACE PLOT PLAN NOTES BLOCK 6, LOTS 1-4 PLOT PLAN ISSUE DATE: 03/29/2019 (REVISION 3:04/27/2021) LOT 1 • TOF=24.9 • GARAGE SLAB = 24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 24" LOT 2 • TOF=25.6 • GARAGE SLAB = 24.5 LOWERED FINISH GRADE AT PROCH 40" LOT 3 • TOF=25.6 • GARAGE SLAB = 24.9 LOWERED FINISH GRADE AT PORCH 36" LOT 4 • TOF=25.6 • GARAGE SLAB = 25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" 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 W W W.THRIVEHOMEBU I LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pF Cpt0�9 C PAU MIC RA 401 tis�D ARG�� > to oc- in9 5VII 0 LU U O Q o F---�Lr)V) w � O ZO wO U C LU � Z � V O F- 0 O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B BLDG ELEVATIONS A3.02 WESTRIDGE w ENERBYSTAR Paramount 1,566 to 1,577 Square Feet 2 Bedroom 12-1/2 Bath 12+ Car Garage r �AffAfto— Ik 'ill IIII le �.� th rive HOME BUILDERS 6��aGY 6 EN V�,pO.Y W LEED o a CERTIFIED a � a zon 2 CAR GARAGE 1911111111111111211 x 221-711 r o M1 OF ENTRY STORAv^ El! MECH � UNFINISHED - - i 1 PORCH X 9,-06 Exterior Unit Interior Unit r' LEI.POWD t gnu 1 PORCH Powder Room Accessible Unit Lot Specific Ask for more info Thrive Home Builders is a registered trademark of NT Builders, LLC. Thrive Home Builders reserves the right to make changes in price, color, materials, features, specifications, models, options and availability at any time without notice. Floor plans and elevations are conceptual and should not be relied upon as a precise representation of a completed house. Floor plans, elevations, dimensions, square footages and related information are approximate and subject to change without prior notice. Field conditions including dimensions and square footages will vary. Drawings shown are not to scale. ©2018 NT Builders, LLC. No reproductions or other use of these plans may be made without express written consent of NT Builders, LLC. 7852 W 43rd PI -Lot 4 Blk 6 Second Flr%r%r KITCHEN 7row-4,16. ■ LIVING ■R0GM0 ON 00 X DOME ROOM.may DINING ROOM x 11'x'" DECK 1 r'_r ■ Exterior Unit GRAND WINNER HOUSING INNOVATION AWARD Only production builder , 00� in the U.S. to win this i EPA Indoor Innovation in HousingAward airPLus • ,• Q ZERO 6 ears in a row'. �' 0FIED N0� ENERGY READY HOME y U.S. DEPARTMENT OF ENERGY Na ra rn o '36 to 1 (2 Ba • Interior Unit WestRidge 4299 Yarrow Street Wheat Ridge, CO 80033 303.707.4448 Thrive H omeBu i Iders.com Third Floor Exterior Unit Interior Unit Homes that do more. GENERALNOTES THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED AND TO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR DEFICIENCIES IN THE DRAWINGS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF ALL RESPONSIBILITY. THIS IS A CUSTOM DESIGN FOR A SPECIFIC SITE. THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE. THE CONTRACTOR SHALL PROVIDE MECHANICAL AND ELECTRICAL ENGINEERING AS REQUIRED TO COMPLETE WORK AND FOR INTENDED PURPOSE. MECHANICAL CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL NECESSARY FLUE CHASES, DUCTS & EQUIPMENT. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. FRAMING NOTES ALL EXTERIOR WALLS TO BE PLATFORM FRAMED TO BOTTOM OF JOIST, RAFTER OR TRUSS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. LOAD BEARING WALLS OVER 10' SHALL BE 2X6 AT 16" ON CENTER. ALL INTERIOR BEARING WALLS ARE 2X4 WOOD STUDS AT 16" ON CENTER, U.N.O. INTERIOR BEARING WALLS TO BE FRAMED WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. NON -LOAD BEARING WALLS OVER 14' UNSUPPORTED HEIGHT SHALL BE 2X6 AT 16" ON CENTER. ALL OTHER INTERIOR NON-BEARING WALLS SHALL BE 2X4 WOOD STUDS AT 16" ON CENTER. PROVIDE TREATED WOOD SILLS WHERE REQUIRED BY CODE. STUDS AND PLATES SHALL BE "STUDS" OR #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET STUD GRADE QUALITY. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS. ALL SINGLE BRACED LVL'S CALLED OUT SHALL BE BRACED WITH SINGLE DIMENSIONAL LUMBER OF CLOSEST SIZE. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED DOUG -FIR AND ANCHORED TO FOUNDATION W/ 1/2" DIA. ANCHOR BOLTS W/ 8" MIN. EMBEDMENT @ 48" O.C. MAX UNLESS NOTED OTHERWISE. FLOOR JOISTS SHALL BE TJI'S AS MANUFACTURED BY WEYERHAUSER OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUSS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 1900 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 2" U.N.O. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED 'E.W.", SHALL BE AS MANUFACTURED BY TRUSS -JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES: 8 5/8" DEEP OR SMALLER: Fb = 1,700 PSI Fv = 400 PSI E = 1,300,000 PSI 9 1/4" DEEP AND LARGER: Fb = 2,325 PSI Fv=310 PSI E = 1,500,000 PSI MICROLAM BEAMS AND HEADERS SPECIFIED'LVL1.9E' SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 1,900,00 PSI BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS, UNLESS NOTED OTHERWISE ON PLANS. MICROLAMS (M.L. OR L.V.L.) MAY BE SUBSTITUTED FOR TIMBERSTRAND (T.S. OR L.S.L.) OF THE SAME WIDTH AND DEPTH, AS DESIGNATED ON PLAN. BOISE VERS -LAM BEAMS MAY BE SUBSTITUTED FOR TIMBERSTRAND OR MICROLAM BEAMS OF THE SAME TOTAL WIDTH AND DEPTH, AS DESIGNATED ON PLAN. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, UN.O. FLOOR SHEATHING SHALL BE 3/4" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. METAL CONNECTORS SPECIFIED 'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC. METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.5A/H2.5T OR USP RT7 HURRICANE CLIPS AT EACH TRUSS/RAFTER AND ADD'L SIMPSON H7 OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. DENOTES LOAD BEARING WALL ALL OPENINGS IN EXTERIOR WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)-2X8'S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 6-0" WIDE - TYPICAL U.N.O. ALL OPENINGS OVER 6-0" SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. KING STUDS ARE NOTED AS "K" AND TRIMMER STUDS ARE NOTED AS "T'. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. ALL 2 -STORY FRAME WALLS (UP TO 19' PLATE HEIGHT) SHALL BE BALLOON FRAMED WITH 2X6 STUDS @ 12" O.C. UNLESS NOTED OTHERWISE ON PLANS. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER HANGER SCHEDULE. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. CARRY ALL POINT LOADS CONTINUOUS TO THE FOUNDATION. PROVIDE SQUASH BLOCKING. PROVIDE SOLID BLOCK UNDER ALL 2-2X & LARGER POSTS TO FOUNDATION OR SUPPORTING BEAM. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. DESIGN LOADS WITH LOCAL AMENDMENTS: A. ROOF (SNOW) 30 PSF LIVE B. ROOF 20 PSF DEAD TOP CHORD = 12.5 PSF & BOTTOM CHORD = 7.5 PSF C. GROUND SNOW 30 PSF D. FLOORS AND INTERIOR STAIRS 40 PSF LL, 15 PSF DL E. EXTERIOR DECKS 40 PSF LL, 15 PSF DL F. WIND 105 MPH EXPOSURE C (3 -SEC GUST) G. SEISMIC CATEGORY B H. WEATHERING: SEVERE I. FROST DEPTH: 36 INCHES J. TERMITE INFESTATION: SLIGHT TO MODERATE K. DECAY: NONE TO SLIGHT DESIGN CODES: A. IRC 2018 B. ASCE 7 C. AISC STEEL CONSTRUCTION MANUAL D. ACI BUILDING CODE 318 ROOF NOTES WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF COLORADO. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY AND ATALL TRUSS AND GIRDER HANGERS. SHOP DRAWING REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO TRUSS FABRICATION. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. FAILURE TO SUBMIT TRUSS PLANS FOR REVIEW OR NOTIFY STRUCTURAL ENGINEER OF CHANGES TO PREVIOUSLY REVIEWED TRUSS PLANS SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER OF ALL RESPONSIBILITY FOR THE TRUSS DESIGN. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. DENOTES OVERFRAME AREAS: OVERFRAMING TO BE COMPLETED AS FOLLOWS: A. 2X6 @ 24" O.C. FOR SPANS T-6" OR LESS B. 2X8 @ 24" O.C. FOR SPANS BETWEEN T-7" AND 10'-8" C. OVERFRAME TRUSS FOR SPANS OVER 10'-9" D. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. E. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. F. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. G. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'-0" O.C. W/ (3)-10d NAILS EA. SIDE. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW, AND PROVIDE PSCL SHEATHING CLIPS AT 2'-0" O.C. BETWEEN SUPPORTS. 5 F��� FT. 5 FT. LUDING 2 FT. ANG) ROOF FASTENING ZONE 1 2 3 FASTENING SCHEDULE (INCHES ON CENTER) PANEL LOCATION NAILS 6 1 6 1 4 PANEL EDGES 8d 12 1 6 6 PANEL FIELD 8d BUILDER TO COORDINATE LOCATIONS FOR GUTTERS AND DOWNSPOUTS. BUILDER TO VERIFY PROPER SLOPE OF GUTTERS FOR REQUIRED DRAINAGE. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. FOUNDATION NOTES SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4'S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 4'4" ON CENTER, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SLUMP: 4" ± 1'; OR UP TO 8" MAX IF PLASTICIZER IS USED AIR CONTENT: 6% ± 2% REFER TO ACI 318 FOR ADDITIONAL INFORMATION. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS AND 6X6-W1.4XW1.4 W.W.F. UNLESS OTHERWISE NOTED. PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'-0" O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN CENTERLINES AND RE-ENTRANT CORNERS. FOUNDATIONS, FOOTINGS AND WALLS ARE DESIGNED BASED ON SOILS REPORT NUMBER 185533 BY A.G. WASSENAAR AND DATED MARCH 25, 2020 MAXIMUM BEARING CAPACITY OF 2000 PSF. MINIMUM DEAD LOAD BEARING CAPACITY OF NONE SPECIFIED. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. CONCRETE PROTECTION FOR REINFORCEMENT (U.N.O.) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: #5 BARS OR SMALLER 1 1/2" BARS LARGER THAN #5 2" SLABS 3/4" STRUCTURALSTEEL: A. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM SPECIFICATION A572, LATEST EDITION. ALL PIPE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A53. B. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST EDITIONS. C. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A307 BOLTS - U.N.O. D. 3" DIAMETER -SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY THICKNESS OF FOOTING 24" 2 8" 30" 2 8" 36" 3 10" 42" 3 10" 48" 4 12" 54" 4 12" 60" 5 14" 66" 5 14" 72" 6 16" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 16" NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 26" 3 @ 18"o.c. 10" 28" 3 @ 18"o.c. 101, 30" 4 @ 18"o.c. 12" 32" 4 @ 12"o.c. 12" 34" 4 @ 12"o.c. 12" 36" 4 @ 12"o.c. 12" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT UP TO T-0" #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM UP TO 4'-0" #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 6-0" #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO V-0" #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UP TO 10'-0" #4'S @ 16" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 16" O.C. UP TO 12'-0" #4'S @ 16" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 16" O.C. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1) 1 3/4" x 9 1/2" EW HUS1.81/10 HUS179 WP9 PHM1795 (2) 1 3/4" x 9 1/2" EW HHUS410 THD410 HB3.56/9.5 PHX3595 (3) 1 3/4" x 9 1/2" EW HGUS5.50/10 THDH610 GLTV5.59 PHXU5295 (1) 1 3/4" x 11 7/8" EW HUS1.81/10 HUS179 BA1.81/11.88 PHXU17118 (2) 1 3/4" x 11 7/8" EW HHUS410 THD410 HB3.56/11.88 PHX35118 (3) 1 3/4" x 11 7/8" EW HGUS5.50/12 THDH612 GLTV5.5/11 PHXU52118 (1) 9 1/2" TJI 210 IUS2.06/9.5 THF20925 ITS2.06/9.5 TFL2095 (2) 9 1/2" TJI 210 MIU4.28/9 THF20925-2 MIT4.28/9.5 TH020950-2 (1) 11 7/8" TJI 210 IUS2.06/11.88 THF20112 ITS2.06/11.88 TFL20118 (2) 11 7/8" TJI 210 MIU4.28/11 THF20112-2 MIT4.28/11.88 TH020118-2 (1) 2x8 OR (1) 2x10 LUS28 JUS28 16g @ 12" 2" LONG 2x 2-2x10 HU210-2 OR HUC210-2 HD210-2 OR HD210-21F PFG 7/16" PLYWOOD / OSB NOTE: ALL HANGERS AT (1) -PLY BEAMS ARE APPROVED TO USE EQUIVALENT 1 1/2" NAIL PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FT AND CENTERED BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS, WHEN USING INTERIOR DRAINS. SHEAR WALL LEGEND SHEAR WALL HOLD DOWN HDx WSP L DBL. STUD TYP. @ HOLD DOWN STUD WALL HOLD-DOWN SCHEDULE REVISION LOG DELTA # I COMMENTS STEEL LINTEL SCHEDULE SCHEDULE OPENING WIDTH LINTEL SIZE BEARING LENGTH REMARKS 5'-0" OR LESS L4 x 3 1/2 x 5/16 4" LLH OVER 5'-0" THRU T-0" L4 x 4 x 5/16 6" EDGE STUD AND BLKG. OVER T-0" THRU 16-0" L5 x 3 1/2 x 5/16 SEE DETAIL LLV 1.) RE: GENERAL NOTES FOR MATERIAL SPECIFICATIONS. "HDx" SIMPSON HOLD DOWN ANCHORAGE RESIDENTIAL SHEAR WALL PANEL SCHEDULE SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLES FIELD STAPLES EDGE STUD AND BLKG. SILL NAILING UPPER STORIES HOLD DOWN NOTES WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4" 2" LONG 16g @ 12" 2" LONG 2x 16d @ 6"o.c. PER PLAN L=4' OR AS SHOWN PER PLAN ABW-1 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 15g @ 3" 2" LONG 15g @ 12" 2" LONG 2x 16d @ 6"o.c. PER PLAN L= AS SHOWN PER PLAN ABW-2 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" ----- ----- 2x 16d @ 6"o.c. PER PLAN L= AS SHOWN PER PLAN ABW-3 7/16" PLYWOOD / OSB 8d @ 2" 8d @ 12" ----- ----- (2) 2x 16d @ 4"o.c. PER PLAN STAGGER NAILS CS-WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4" 2" LONG 16g @ 12" 2" LONG 2x 16d @ 6"o.c. PER PLAN L= FULL LENGTH OF WALL NOTED; ABV. & BLW. WINDOWS PFG 7/16" PLYWOOD / OSB ----- ----- ----- ----- ----- ----- N/A SEE PFG DETAIL GB -1 1/2" GYPSUM BOARD 5d @ T' 5d @ T' 5d @ T' 5d @ T' 2x 16d @ 6"o.c. PER PLAN L= AS SHOWN PER PLAN GB -2 1/2" GYPSUM BOARD 5d @ 4" 15d@7" 15d@7" 5d @ T' 2x 16d @ 6"o.c. PER PLAN L= AS SHOWN PER PLAN GB -3 5/8" GYPSUM BOARD 6d @ 4" 16d@7" 16d@7" 6d @ T' 2x 16d @ 6"o.c. PER PLAN L= AS SHOWN PER PLAN "HDx" SIMPSON HOLD DOWN ANCHORAGE 1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR 'COOLER' TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC. 2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS HD1 CS16 N.A. SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY HD2 CMST14 N.A. BE y" GYPBOARD NAILED WITH 5d NAILS SPACED AT 4"o.c. AT PANEL EDGES) HD3 HDU4-SDS2.5 OR STHD14 PAB5 w/ 4" EMBED. 4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH y" GYP BOARD (MINIMUM). 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. HD4 HDU8-SDS2.5 PAB7 w/ 5 1/2" EMBED. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR. 7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC HD5 HDU11-SDS2.5 PAB8 w/ 7 1/2" EMBED. 8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. HD6 HD12 PAB8 w/ 7 1/2" EMBED. 9. THE PRESCRIPTIVE METHOD DESCRIBED IN THE IRC WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, THE SHEAR WALLS WERE ENGINEERED. HD -PFG STHD10RJ or HDU4 PAB8 w/ 7 1/2" EMBED. EVstudio Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com W Q �Nlheat A O U`4co O WR �40', COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of EVstudio. Permission for use of this document is limited and can be extended only by written agreement with EVstudio. REVISION: PERMIT SET DATE: May 10, 2021 DRAWN BY: _BV CHECKED BY: RRM GENERAL NOTES SG.O DOUBLE 2x STUDS RE: FRAMING 2x STUDS RE: FRAMING 1/2" EXP. JOINT MATERIAL EXTERIOR SHEATHING 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG 10" LONG ANCHOR BOLT W/ 3" SLAB ON GRADE - RE: PLAN BRICK, RE: ARCH P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG oo ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) HOOK A.B. (8" EMBEDMENT) 3'-0" ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF O.C. (U.N.O. ON PLAN) & WITHIN 4x4-W4.0xW4.0 WWF OR #3 @ RE: FOUNDATION WALL @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. V-0" OF EACH END OF EACH PIECE T.O. WALL 12" o.c. EA. WAY REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. 1/2" EXP. JOINT OF SILL PLATE. RE: PLAN '' Q RE: FOUNDATION WALL - PROTECTIVE COVER, MATERIAL, TYP. RE: FOUNDATION WALL _ REINFORCING SCHEDULE RE: ARCH 6" CONC. STRUCTURAL SLAB, ll REINFORCING SCHEDULE ` ° _ w • SCORE SLAB w/ 1" DEEP CONTROL • SLAB ON GRADE - RE: PLAN BRICK, RE: ARCH 1 = ' ••" _� JOINTS @ 200 S.F. MAX. REINFORCE I�--, • . = ` : -, ' #4 @ 10" o.c. LONGITUDINAL & #4 __4�_4 GRADE _ W/ �' ------ 4x4-W4.OxW4.0 WWF OR #3 @ ADDITIONAL #5 /2' • ' <, s _ - 4 =4 1/2" ; 5 1 @ 10" O.C. TRANSVERSE (TYP) 1 51 ' 12" o.c. EA. WAY HORIZONTAL BAR I '; ; DRILL &EPDXY #4 @ 10" o.c., MIN. •; • a _ �— tit—tit—tit—tit z III -I I a•`'' '° +• I I- I I w = I —III—III EMBED. 5" INTO WALL & 12" INTO SLAB. III< • ° I I- I I— —I - IIII VOID MATERIAL, SPACED • ,• - i I I O a_ _! p ° RE: MANUFACTURER RE: FOUNDATION WALL I I I �- 9' REINFORCING SCHEDULE c~n FOUNDATION 0 DRAIN, RE: SOILS `. (2) ROWS VERTICAL STEEL ;••; RE: FOUNDATION WALL w REPORT RE: FOUNDATION WALL RE: FOUNDATION WALL o B.O. WALL • REINFORCING SCHEDULE v REINFORCING SCHEDULE REINFORCING SCHEDULE �' m RE: PLAN , • N RIGID INSULATION, RE: ARCH bo .r' •, .•.... � ao "_ ::t' e• #4 x J N @WALL STEEL SPACING #4 x N @ WALL STEEL SPACING 10" LINO + l RE: PLAN 8„ 8" 10" LINO #4 1 _jx J N @ WALL STEEL SPACING U RE: PLAN RE: PLAN U RE: PLA 8" 1 6 DOUBLE WALL/BRICK LEDGE DEMISING 5 GARAGE FND. WALL W/ BRICK LEDGE 4 FND. WALL W/ BRICK Z-0" 2'-0" -------- --- —Ir — — — — — — — — — r — — — — — — o NOTE: ONLY HORIZONTAL N I I BARS SHOWN, RE: FOUNDATION NOTES & FOUNDATION WALL REINFORCING SCHEDULE FOR VERT. BARS PLAN VIEW TYP. CORNER REINFORCEMENT 2x STUDS RE: FRAMING V RE: FOUNDATION WALL REINFORCING SCHEDULE PROTECTIVE COVER, RE: ARCH C z LU Q > w =III I I • .IIIr;,lll I , -I PROVIDE 1" DEEP CONTROL JOINTS AROUND COLUMNS 4" SLAB ON GRADE; SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX (TYP. z 3/4" = 1'-0" - P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. - HOLD TOW DOWN TO POUR SLAB OVER WALL @ DOOR 6" CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX. REINFORCE W/#4 @ 10" o.c. LONGITUDINAL &#4 @ 10" O.C. TRANSVERSE (TYP) DRILL & EPDXY #4 @ 10" o.c., MIN. EMBED. 5" INTO WALL & 12" INTO SLAB. OMIT @ DOOR -I VOID MATERIAL, SPACED RE: MANUFACTURER SLAB ON GRADE RE. PLANT 4x4-W4.OxW4.0 WWF OR #3 @ 12" o.c. EA. WAY RE: FOUNDATION WALL • '• REINFORCING SCHEDULE 00 � RE: PLAN #4 x N @ WALL STEEL SPACING U 8„ m 8 FND. WALL @BACK OF GARAGE EXTERIOR SHEATHING RE: FRAMING RE: FOUNDATION WALL 2x STUDS RE: FRAMING REINFORCING SCHEDULE BEYOND PROTECTIVRE:OARCH� —POUR SLAB OVER WALL @DOOR �L F • •_ . RE: FRAMING _ j 4x4-W4.OxW4.0 WWF OR #3 @ a. 6" CONC. STRUCTURAL SLAB, a-- - u SCORE SLAB w/ 1" DEEP CONTROL = RE: PLAN SCORE SLAB w/ 1" DEEP CONTROL .:'A JOINTS @ 200 S.F. MAX. REINFORCE _ - . GRADE W/#4 @ 10" o.c. LONGITUDINAL & #4 w DRILL &EPDXY #4 @ 10" o.c., MIN. t @ 10" O.C. TRANSVERSE ( _ -III—III —III -I VOID MATERIAL, SPACED RE: -I I I VOID MATERIAL, SPACED RE: Oo DRAIN, RE: SOILS II- MANUFACTURER LU RE: FOUNDATION WALL REINFORCING SCHEDULE w • • •- .' R RE: FOUNDATION WALL U O = RE: FOUNDATION WALL I @ REINFORCING SCHEDULE R `•' • • m RE: FOUNDATION WALL RE: PLAN RIGID INSULATION, RE: ARCH .a < 00 REINFORCING SCHEDULE co �,• -Q . ^l 4 (O V J r--( #4x N @ WALL STEEL SPACING RE: PLAN W #4x N @ WALL STEEL SPACING o4�1 a.) RE: PLAN 8„ GARAGE O OH DOOR 8„ m H-�--1 ctO 11" LINO FOUNDATION WALL @DOOR N @ WALL STEEL SPACING 4 RE: PLAN TF i ii LU 0 U O w WOOD COLUMN w/ STANDARD AB44 OR AB66 BASE PLATE OR P.T 2x4 PLATE ATTACHED w/ (2) 1/2" DIA. WEDGE ANCHORS EA. PLATE SECTION. BEAR ON TOP OF SLAB HOLD TOP OF WALL DOWN & POUR SLAB OVER WALL RE: FOUNDATION WALL REINFORCING SCHEDULE RE: FOUNDATION WALL REINFORCING SCHEDULE #4 x N @ WALL STEEL SPACING 8„ FOUNDATION @ PATIO PERIMETER 3/4" = 1'-0" 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. RE: FOUNDATION WALL REINFORCING SCHEDULE • 4� /� SLAB ON GRADE - RE: PLAN ------�— • •_ . RE: FRAMING _ ' ------ 4x4-W4.OxW4.0 WWF OR #3 @ — II a-- - ... 12" o.c. EA. WAY = RE: PLAN SCORE SLAB w/ 1" DEEP CONTROL bo • HOLD TOP OF WALL DOWN 8" 1 - . GRADE @ GARAGE DOOR & POUR SLAB w DRILL &EPDXY #4 @ 10" o.c., MIN. , � I _ , OVER WALL _ -III—III —III -I VOID MATERIAL, SPACED RE: —II RE: FOUNDATION WALL Oo DRAIN, RE: SOILS REINFORCING SCHEDULE N RE: FOUNDATION WALL REINFORCING SCHEDULE w • • •- .' R RE: FOUNDATION WALL z �,• -Q... co REINFORCING SCHEDULE #4x N WALL STEEL SPACING @ O R `•' B.O. WALL m RE: FOUNDATION WALL RE: PLAN � .a < 00 REINFORCING SCHEDULE b4c ^l 4 (O V J r--( #4x N @ WALL STEEL SPACING RE: PLAN W � o4�1 a.) 8„ GARAGE WALL @ OH DOOR H-�--1 ctO 11" LINO W #4x N @ WALL STEEL SPACING U RE: PLAN O 8„ m T� TYP. DEMISING WALL @GARAGE 7 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3' HOOK A.B. (8" EMBEDMENT) @ 3-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. RE: FOUNDATION WALL X REINFORCING SCHEDULE °• 6" CONC. STRUCTURAL SLAB, N SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX. REINFORCE ' W/#4 @ 10" o.c. LONGITUDINAL &#4 • tr @ 10" O.C. TRANSVERSE (TYP) 4 1/2" 6 1/2" II I DRILL & EPDXY #4 @ 10" o.c., MIN. EMBED. 5" INTO WALL & 12" INTO SLAB. -I IIY II VOID MATERIAL, SPACED III I I I RE: MANUFACTURER _ RE: FOUNDATION WALL ' REINFORCING SCHEDULE 11" LINO #4 x N @ WALL STEEL SPACING O RE: PLAN 8.. m TYP. DEMISING WALL @UNIT STEP 3 BUILDER MAY ELECT TO CAST 8" WIDE CONC. HAUNCH IN PLACE w/ 244 AS SHOWN: MIN. SIZE: 4' EMBED. 2. 0.. 1 v PROTECTIVE COVER, o RE: ARCH z 344 CONT. CENTERED OVER HAUNCH CAST IN PLACE OPT. JOS SYSTEMS PLASTIC HAUNCH AS SUPPLIED BY BARTON SUPPLY SLOPE, RE. CIVIL _ BACKFILL SOIL & COMPACT PERlie GEOTECH. REPORT 4" CONC. PATIO, 0 aI- RE: ARCH OO JOS SYSTEMS PLASTIC HAUNCH OR DRILL 5/8" DIA. HOLE, EPDXY HAUNCH BAR PRE -CAST BOLT HAUNCH BY OTHER MAY W/ HILTI-RE 100 ADHESIVE, 10" MIN. EMBED. BE USED. PRE -CAST TO HAVE MIN. 1/2" COIL RODx18" & #4 BAR ALL AROUND. INTERRUPT RIGID INSULATION PROVIDE SUBMITTAL OF PRE -CAST AT HAUNCH LOCATIONS CONCRETE HAUNCH PRIOR TO USE. HAUNCH SECTION 3/4" = 1'-0" STEM WALL & WOOD FRAMING BEYOND SLAB ON GRADE - RE: PLAN 4x4-W4.0xW4.0 WWF OR #3 @ 12" o.c. EA. WAY 00 #5 BAR • •_ . RE: FRAMING El I I - w -III0 Cn O Of LL RE: FOUNDATION WALL °• ° I II II II PROTECTIVE COVER, - ... 6" CONC. STRUCTURAL SLAB, = RE: PLAN SCORE SLAB w/ 1" DEEP CONTROL bo • HOLD TOP OF WALL DOWN 8" 1 - . GRADE @ GARAGE DOOR & POUR SLAB w DRILL &EPDXY #4 @ 10" o.c., MIN. , � I _ , OVER WALL _ -III—III —III -I VOID MATERIAL, SPACED RE: —II RE: FOUNDATION WALL Oo DRAIN, RE: SOILS REINFORCING SCHEDULE N RE: FOUNDATION WALL REINFORCING SCHEDULE w • • •- .' R RE: FOUNDATION WALL z �,• -Q... co REINFORCING SCHEDULE #4x N WALL STEEL SPACING @ O R RE: PLAN B.O. WALL m TYPICAL RE: PLAN � < 00 O b4c ^l 4 (O V J r--( #4x N @ WALL STEEL SPACING RE: PLAN W � o4�1 a.) 8„ GARAGE WALL @ OH DOOR H-�--1 1/2" EMBEDDED BASE PLATE 3/16 (4) 1/2" DIA. HILTI AWS WELDED HEADED STUD ANCHORS (V N SECTION A -A W12x35 COL., RE: PLAN #3 STIRUPS @ 3" o.c. AROUND ANCHOR BOLTS (BEYOND) 4 1/2" BRICK LEDGE 1/2" EMBEDDED BASE PLATE W12x35 COL., RE: PLAN CONCRETE CURB, RE: PLAN 00 (4) 1/2" DIA. HILTI AWS WELDED HEADED STUD ANCHORS 6" 4" 4" " 3/16 #3 STIRUPS3" o.c. A 1 2 A AROUND ANCHOR BOLTS (BEYOND) MOMENT FRAME BASE PLATE 3/4" = 1'-0" COLUMN, RE: FRAMING 1/2" DIA. J -BOLT, WEDGE ANCHOR, OR EPDXY BONDED ALL THREAD BOLT W/ 4" EMBEDMENT COLUMN BASE, RE: FRAMING Z. Z 0 co I� GRADE III—III (4) #4 VERTICAL DOWELS W/ #4 TIES @ 12" O.C. PILASTER, RE: FOUNDATION PLAN FOR SIZE 1 1/2" CLEAR CONTRACTOR TO VFY i — PILASTER BEARS ON I-III—III— I I NATIVE SOIL OR COMPACTED FILL, RE: GEOTECH. PATIO POST PILASTER 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN T.O. WALT 1'-0" OF EACH END OF EACH OC 3/4" = 1'-0" 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. RE: FOUNDATION WALL REINFORCING SCHEDULE 6" CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX. REINFORCE W/ #4 @ 10" o.c. LONGITUDINAL & #4 @ 10" O.C. TRANSVERSE (TYP) EMBED. 5" INTO WALL & 12" INTO SLAB DRILL & EPDXY #4 @ 10" o. c., MIN. III= VOID MATERIAL, SPACED RE: MANUFACTURER 00 �L RE: FOUNDATION WALL REINFORCING SCHEDULE P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG RE: FRAMING El I I - w -III0 Cn O Of LL RE: FOUNDATION WALL @ 3-0" O.C. (U.N.O. ON PLAN) &WITHIN 1'-0" OF z Q I— J z_ U Q - co EACH END OF EACH PIECE OF SILL PLATE. PROTECTIVE COVER, oc 0/ng ... I� GRADE III—III (4) #4 VERTICAL DOWELS W/ #4 TIES @ 12" O.C. PILASTER, RE: FOUNDATION PLAN FOR SIZE 1 1/2" CLEAR CONTRACTOR TO VFY i — PILASTER BEARS ON I-III—III— I I NATIVE SOIL OR COMPACTED FILL, RE: GEOTECH. PATIO POST PILASTER 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN T.O. WALT 1'-0" OF EACH END OF EACH OC 3/4" = 1'-0" 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. RE: FOUNDATION WALL REINFORCING SCHEDULE 6" CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX. REINFORCE W/ #4 @ 10" o.c. LONGITUDINAL & #4 @ 10" O.C. TRANSVERSE (TYP) EMBED. 5" INTO WALL & 12" INTO SLAB DRILL & EPDXY #4 @ 10" o. c., MIN. III= VOID MATERIAL, SPACED RE: MANUFACTURER 00 �L RE: FOUNDATION WALL REINFORCING SCHEDULE 11" LIN #4 x N @ WALL STEEL SPACING U RE: PLAN 8.. m 2 TYP. DEMISING WALL @LIVING 3/4" = 1'-0" 1/2" EXP. JOINT MATERIAL SLAB ON GRADE - RE: PLAN 4x4-W4.0xW4.0 WWF OR #3 @ 12" o. c. EA. WAY PIECE OF SILL PLATE. RE: PLAz �,:_ Q 00 i t �_ ••• I I iit � I iit � I iit � I iit � � I w RE: FOUNDATION WALL OREINFORCING SCHEDULE A. .' RE: FOUNDATION WALL zU REINFORCING SCHEDULE C) B.O. WALL m RE: PLAN bo .4 . RE: PLAN #4x J N @WALL STEEL SPACING 8„ FN D. WALL W/ FOOTING @ GARAGE 3/4" = 1'-0" 2x6 STUDS RE: FRAMING EXTERIOR SHEATHING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG RE: FRAMING ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) RE: FOUNDATION WALL @ 3-0" O.C. (U.N.O. ON PLAN) &WITHIN 1'-0" OF r EACH END OF EACH PIECE OF SILL PLATE. PROTECTIVE COVER, oc 0/ng RE: ARCH 6" CONC. STRUCTURAL SLAB, 11" LIN #4 x N @ WALL STEEL SPACING U RE: PLAN 8.. m 2 TYP. DEMISING WALL @LIVING 3/4" = 1'-0" 1/2" EXP. JOINT MATERIAL SLAB ON GRADE - RE: PLAN 4x4-W4.0xW4.0 WWF OR #3 @ 12" o. c. EA. WAY PIECE OF SILL PLATE. RE: PLAz �,:_ Q 00 i t �_ ••• I I iit � I iit � I iit � I iit � � I w RE: FOUNDATION WALL OREINFORCING SCHEDULE A. .' RE: FOUNDATION WALL zU REINFORCING SCHEDULE C) B.O. WALL m RE: PLAN bo .4 . RE: PLAN #4x J N @WALL STEEL SPACING 8„ FN D. WALL W/ FOOTING @ GARAGE 3/4" = 1'-0" 2x6 STUDS RE: FRAMING EXTERIOR SHEATHING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG RE: FRAMING ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) RE: FOUNDATION WALL @ 3-0" O.C. (U.N.O. ON PLAN) &WITHIN 1'-0" OF REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. PROTECTIVE COVER, oc 0/ng RE: ARCH 6" CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL bo • Q; JOINTS @ 200 S.F. MAX. REINFORCE 1 W/ #4 @ 10" o.c. LONGITUDINAL & #4 GRADE @ 10" O.C. TRANSVERSE (TYP) t I I I I IIIII I DRILL &EPDXY #4 @ 10" o.c., MIN. , � I _ , EMBED. 5" INTO WALL & 12" INTO SLAB. _ -III—III —III -I VOID MATERIAL, SPACED RE: —II I II= MANUFACTURER LU FOUNDATION DRAIN, RE: SOILS OREPORT RE: FOUNDATION WALL REINFORCING SCHEDULE w • • R RIGID INSULATION, RE: ARCH ct �,• -Q... co #4x N WALL STEEL SPACING @ O 7 RE: PLAN 8„ m TYPICAL FOUNDATION WALL � EVstudio Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of EVstudio. Permission for use of this document is limited and can be extended only by written agreement with EVstudio. :141A N 101 PERMIT SET DATE: May 10, 2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION DETAILS SD■0 \1 �Nlheat o UA `4co oc 0/ng ct ct 7 0 T� O b4c ^l • V J r--( W � o4�1 a.) H-�--1 ctO W Q. O ct T� 18149 COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of EVstudio. Permission for use of this document is limited and can be extended only by written agreement with EVstudio. :141A N 101 PERMIT SET DATE: May 10, 2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION DETAILS SD■0 \1 C O N MIv (h LO rile " DIA. SONOTUBE, RE: J DETAIL 9/SO.0 FOR - REINFORCEMENT TOL= 98'-8" 23'-10" 16'-4" 77'-9" It 16-6" 16-6" It 3'42" 2,_2„ It 9,_4„ It 51_01, 4,_1„ k 9,_4„ 3" 3„ 3'-10" // IF MOMENT FRAME, RE: DETAIL 13/SO.0 STEP BOW TOL= 98'-8"C)] C);] 4" CONCRETE DRIVE SLAB ON GRADE [{I] TOL= r �- SIN ` 4" CONCRETE DRIVE SLAB ON GRADE =IN% SLOPE AWAY FROM BUILDING ELEVATION 99 4-L `�N SLOPE AWAY FROM BUILDING ELEVATION �N N I v v r�F '• N LOWER FO NDATION WAL @ O.H. DOOR , `� LOWER FOUN ATION WALL @ O.H. DOOR L % -- n 3" ` TOW@ 97,_8„ 3" BOW@ 95, 0„ /, TOW@ 98,_2„ RE: DETAIL BOW@ 96'-0" RE: DETAIL / 2 I 6/SO.0 I 6/SO.0 I STEP BOW 11" WIDE CONCRETE FOUNDATION WALL OVER I� CONCRETE SPREAD FOOTING -TYP. (SEE TYP. I WALL SECTION FOR DRAINAGE 8" WIDE CONCRETE FOUNDATION WALL OVER REQUIREMENTS - SEE WALL & FOOTING STEEL CONCRETE SPREAD FOOTING - TYP. (SEE TYP. I •• s REINFORCING SCHEDULE FOR REINFORCING WALL SECTION FOR DRAINAGE REQUIREMENTS), RE: DETAIL 7/SO.0 74" REQUIREMENTS - SEE WALL & FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING I 1 8" REQUIREMENTS), RE: DETAIL 5/SO.0 / TOW @ 100'-0" BOW @ 96-0" rJ TO @ 99-4- i.= 9'-4" GARAGE FLOOR: 4" CONCRETE BOW @ 95'-0" GARAGE FLOOR: 4" CONCRETE SLAB - SLOPE DOWN FROM ` SLAB - SLOPE DOWN FROM BI BACK TO FRONT ACK TO FRONT a•" 2,4„ TOW @ 99'4"TOW @ 100'-0" BOW @ 96'-0" , t I I BOW @ 96'-0" TOL= 98'-0" 4,_51„ EXTERIOR SHEATHING RE: FRAMING BRICK BEYOND RE: FOUNDATION WALL REINFORCING SCHEDULE FOUNDATION DRAIN, RE: SOILS REPORT 9 J U m 4 1/2" 5,T/2" P + 10" LINO RE: PLAN 2x STUDS RE: FRAMING POUR SLAB OVER WALL @ DOOR 6" CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX. REINFORCE W/#4 @ 10" o.c. LONGITUDINAL & #4 @ 10" O.C. TRANSVERSE (TYP) VOID MATERIAL RE: FOUNDATION WALL REINFORCING SCHEDULE RIGID INSULATION, RE: ARCH #4 x J N @ WALL STEEL SPACING 8„ FIND. WALL AT FRONT DOOR 3'-1" 11,_52„ 20'-11" 16'-4" 11" 3'-10„ 3" TV 3 MOMENT FRAME, RE: DETAIL 13/S0.0 3 H 4" CONCRETE DRIVE SLAB ON GRADE [TDC] TOL= SLOPE AWAY FROM BUILDING ELEVATION -� 99 -8 4" CONCRETE DRIVE SLAB ON GRADE II SLOPE AWAY FROM BUILDING ELEVATION ���N _I-00 �-� 00 LOWER FOU ATION WALL O.H. DOO�N � o@ `� LOWERFOUN TIOR _ - TOW@ 98'-8" 3" TOW@ 98,_7„ �/� BOW@ 96,_0„ RE: DETAIL BOW @ 96'-0" a RE: DETAIL 6/SO.0I I 6/SO.0 o o I •I / 1'_42" � /n 4r u 11" WIDE CONCRETE FOUNDATION WALL8" WIDE CONCRETE FOUNDATION WALL OVER OVER CONCRETE SPREAD FOOTING - TYP. I I CONCRETE SPREAD FOOTING - TYP. (SEE TYP. (SEE TYP. WALL SECTION FOR DRAINAGE V-8., _$„ WALL SECTION FOR DRAINAGE I •y / REQUIREMENTS - SEE WALL & FOOTING / / REQUIREMENTS - SEE WALL & FOOTING STEEL STEEL REINFORCING SCHEDULE FOR I I REINFORCING SCHEDULE FOR REINFORCING REINFORCING REQUIREMENTS), RE: DETAIL REQUIREMENTS), RE: DETAIL 5/SO.0 7/SO.0 GARAGE FLOOR: 4" CONCRETE TOW @ 100'-0" SLAB - SLOPE DOWN FROM GARAGE FLOOR: 4" CONCRETE BOW @ 96-0" < BACK TO FRONT :1 SLAB - SLOPE DOWN FROM i TOW @ 100'-0' BACK TO FRONT BOW @ 96-0" TOW @ 100'-0" BOW @ 96'-0"10" WIDE CONCRETE FOUNDATION WALL OVER / CONCRETE SPREAD FOOTING - TYP. (SEE TYP. 10" WIDE CONCRETE FOUNDATION WALL OVER / �. ' 8" WIDE CONCRETE FOUNDATION WALLt'1•. I o •�. I WALL SECTION FOR DRAINAGE I 1'-47" 1 CONCRETE SPREAD FOOTING -TYP. SEE TYP. q OVER CONCRETE SPREAD FOOTING - 2'-4" 00 WIDE DE CONCRETE FOUNDATION WALL 2 - 2 I � ( OVER CONCRETE SPREAD FOOTING - � WALL SECTION FOR DRAINAGE REQUIREMENTS - I M I 0)TYP. (SEE TYP. WALL SECTION FOR TYP. (SEE TYP. WALL SECTION FOR SEE WALL &FOOTING STEEL REINFORCING DRAINAGE REQUIREMENTS - SEE WALL +: SCHEDULE FOR REINFORCING REQUIREMENTS), & FOOTING STEEL REINFORCING DRAINAGE REQUIREMENTS - SEE WALL & RE: DETAIL 15/S0.0 FOOTING STEEL REINFORCING SCHEDULE SCHEDULE FOR REINFORCING FOR REINFORCING REQUIREMENTS), RE: 8" WIDE CONCRETE FOUNDATION WALL OVER I REQUIREMENTS), RE: DETAIL 8/SO.0 DETAIL 8/S0.0 CONCRETE SPREAD FOOTING - TYP. (SEE TYP. WALL ` SECTION FOR DRAINAGE REQUIREMENTS - SEE WALL : } I I V-62" / 2,_8„ 5'- 2" 4'-4�" 2,_8„ 9'- 2" & FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING REQUIREMENTS), RE: DETAIL 8/S0.0 TOW @ 100'-0" TOW @ 100'-0" BOW @ 96'-0" LOWER FDN. LOWER FDN. BOW @ 96'-0" 14'_5" / 2'-8" / 5'-9" @ 00 @DOOR RE: DOOR RE: LNN _DETAIL 4/S0. DETAIL 4/S0. SIN -N TOW @ 99'-4"[1=47 �� • �- BOW @ 96'-0" LOWER FDN. 'ti r. , �• @ DOOR RE: -�- •. N ETAIL 4/SO.0 V J�! - - 112" 13'-4" RE: DETAIL LOWER LEVEL 6" 14/SO.0 14'-112' 22.. 4,_0„+ STEP 00 U ' _g b in STEP BOW STEP TOW 2'-3" TOW @ 99'4" / BOW @ 94'-2" 2 4, 112„ RE: DETAIL 14/SO.0 4'-0"± i�. 1" DIA. SONOTUBE, 421" i RE: DETAIL 9/SO.0 FOR SIN COREINFORCEMENT kdl• I I HD3 H 3 FH D3 MTOW TO BE in LJ STEP 5'-0" o.c. MAX, TYP. - 6" ABOVE 10" / T OF SLAB TOW • I CONCRETE t)N N � PORCH 4" CONCRETE SLAB HAUNCH It -IN - - n _ ;•' ON GRADE W/ #4 @ 18" O.C. - RE:10/S0.0 SLOPE 1/4" PER FOOT AWAY00 - CV TO FROM BUILDING ELEVATION STEP TOW '•1'-6" / � 1 4'-9- TOW @ VERI o / 4„ TOW @ VERIF BOW @ 94'-2" N • '+ BOW @ 94'-2" TOP OF WALL TO BE 6" ABOVE GRADE\� M w O u- +� 00 8" WIDE CONCRETE FOUNDATION WALLSTEP 8 TOW TOP OF WALL TOW TO BE 6" OVER CONCRETE SPREAD FOOTING - TO BE 6" BELOW ABOVE TOP OF TYP. ( SEE TYP. WALL SECTION FOR TOP OF SLAB SLAB DRAINAGE REQUIREMENTS -SEE WALL & FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING M w� REQUIREMENTS), RE: DETAIL 11/SO.0 t`��• I VOID��5'-0" VOID 4'-5" 4'-5" 14'-5" 20'-10-° TOW @ 100'-0" 11" WIDE CONCRETE FOUNDATION WALL OVER T-71" BOW @ 96'-0" CONCRETE SPREAD FOOTING - TYP. (SEE TYP. WALL 2 in •� LOWER LEVEL FLOOR: f SECTION FOR DRAINAGE REQUIREMENTS - SEE WALL 1 8" I ARE: DETAIL 6" SLAB i{ & FOOTING STEEL REINFORCING SCHEDULE FOR + ro _ / 3/SO.0 REINFORCING REQUIREMENTS), RE: DETAIL 2/SO.0 T-10221" - o 9._1.. / 7._5.. � 6'-6" / 10._0.. o +i TOW @ 100'-0" / 2-1 o RE: DETAIL /LOWER LEVEL FLOOR- 14/SO .0 TOW @ 100'-0" BOW @ 96'-0" I 6"SLAB ! TOW @ 100'-0" STEP 8" BOW @ 94'_2"3" 1 -8 - 3" BOW @ 94'_2" 8" BOW 2. g.. // 2,_g„ TOW@ 99'-4" / RE: DETAIL BOW@ 14/SO 0 N - I - RE: .94'-2" TOW@@ 100' 0" TOW@@ 100'0" " DETAIL ` •' ' ' BOW � BOW _ 1/S0. RE. ARCH 111„ _ IN Io :IN TE v RE: ARCH 11" 11" RE: ARCH Ir LOWER FDN. I TOW / STEP " 1 1., HD3 I L R FDN. s' ;TE LOWER F N DOOR, RE: 4-" V-2- I I I I HD3 Lot, �O 1,_o-, @ 2 2 LJ Lq DOOR, RE: OW @ DOOR, R q I�I L_ 2 4„ DETAIL 2/S1.0 J s 5'-0" o.c. MAX, TYP. ^ 5'-0" o.c. MAX, TYP. o� • cl / D�TAIL2/S1.0 DETAIL 2/-N.0 TOW 100' 2.. V. @ o e , • TOW @ 100, 2„ i • N / BOW @ 94'-2" CONCRET N■ Ny CONCRETE BOW @ 94'-2" HAUNCH 7711 • -- - IN RE: HAUNCH � SRE:10/S0.0RE:0/S0.0 _ ID: H 3 DETAIL 3.6„ STEP PORCH 4" CONCRETE SLAB - �, RCH 4" CONCRETE SLAB i g 14/S / TOW @ VERIF TOW TOW @ VERIF ON GRADE W/ #4 @ 18" O.C. - C 1 GRADE W/ #4 O T O.C. - BOW 94'-2" TOW = BOW @ 94'-2" 3'- � SLOPE 1/4" PER FOOT AWAY SLOPE 1/4" PER FOOT AWAY - 3 1'-2" 1, 7„ @ FROM BUILDING ELEVATION / - TOW = 98' FROM BUILDING ELEVATION STEP TOW 0-2 3' 6" 10 STEP Tow - • ti. •y V .2 V 9^......• i �•' �1 STEP OW -`� �- -N - STEP TOW S T P TOW SNt IN 1' o-" 2'-6' VOID 4'-6" 2'-6" VOID 3-82 3-82 2'-6" VOID 4'-6" 2'-6" VOID 1'o-" RE: DE IL -J / / / 16/E 0.0 TOP OF WALL TO BE 6" BELOW TOP TOP OF WALL TO 8" WIDE CONCRETE FOUNDATION OF SLAB BE 6" BELOW TOP 8" WIDE CONCRETE FOUNDATION WALL OVER CONCRETE OF SLAB WALL OVER CONCRETE SPREAD FOOTING - TYP. (SEE 27" WIDE CONCRETE- SPREAD FOOTING - TYP. (SEE TYP. WALL SECTION FOR FOUNDATION WALL OVER TYP. WALL SECTION FOR DRAINAGE REQUIREMENTS - SEE CONCRETE SPREAD FOOTING - DRAINAGE REQUIREMENTS -SEE 1 WALL & FOOTING STEEL TYP. (SEE TYP. WALL SECTION WALL & FOOTING STEEL 1'-5" 2'-6" VOID 1' o-„ REINFORCING SCHEDULE FOR FOR DRAINAGE REQUIREMENTS -SEE WALL & REINFORCING SCHEDULE FOR 1 REINFORCING REQUIREMENTS), REINFORCING REQUIREMENTS), 4' -11 -"RE: DETAIL 11/S0.0 FOOTING STEEL REINFORCING 1'-6" 2 SCHEDULE FOR REINFORCING RE: DETAIL 11/S0.0 REQUIREMENTS), RE: DETAIL 2'-3" 14'-3" 16/SO.0 2'-3" 14'-3" 2 vr 7r 75'-0" REQUIREMENTS - SEE WALL & FOOTING STEEL 01 / REINFORCING SCHEDULEFOR REINFORCING f REQUIREMENTS), RE: DETAIL 15/SO.0 8" WIDE CONCRETE FOUNDATION WALL OVER L CONCRETE SPREAD FOOTING -TYP. (SEE TYP. WALL SECTION FOR DRAINAGE REQUIREMENTS - SEE WALL & FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING REQUIREMENTS), RE: DETAIL 8/SO.0 1'-6" 4' -2711 -d -I 2. 8.. 14,_01„ / TOW @ 100'-0" LOWER FDN. BOW @ 96-0" DOOR RE: DETAIL 4/S0. _N --A--- 7, 0„ H 3 13, 0„ HID 11 '" co LOWEF I EVEL FLOOR: TOL= 99'-8" 00 N io N c co TOL= 98'_8" _ 00 SIN � in co 1 6 SLAB 1 RE: DETAIL • �r I ro 6'-112 12'-112" 14/SO.0 I ! TOW @ 10 '-0" 32" 4'-9" 2'-3" 4'-10" 10" 1'-0' BOW @ 96-0" / TOW @ 100 - b - TOW @ �RE: DETAIL BOW @ 94'-2" in 6" BOW @ 96'-0" in STEP 2/S0.0 RF- BOW 14/S0. STEP BOW TOW@ 100'-0" I,RR,T� M BOW@ 94'-2" DETAIL ' 11" RE: ARCH 1/S0.0 - r �N- J 1 LOWER N. 3 I HD HD3 I I STEP TOW SIN 62 @ DOOR, R J LJ 1 5'-0" o.c. MAX, TYP. STEP TOW ML DETAIL2/S1.0 / _ / l� c CONCRETE OI HAUNCH TOW TO BE 6" � ifl RE:10/S0.0 .IT• •- 1 ABOVE TOP OF SLAB RE: DETAI rD`� _J \` CONTINUE INSULATION AT STEP TOW 00 10.0 Hh) , 5„ HD3 2„ FOUNDATION UNDER COLUMN 1 / TOW @ VERI 1 _g PORCH 4" CONCRETE TOW 5'-12' 1'-2" c BOW @ 94'-2" TOW @ VERIF / '., ` SLAB ON GRADE W/ #4 @ TOW= 100'-2" BOW @ 94'-2" 18" O.C. - SLOPE 1/4" PER a . ; FOOT AWAY FROM ,, +• _ BUILDING ELEVATION L STEP TOW TOW TOB STEP TOW 6" TOP OF WALL 8" WIDE CONCRETE FOUNDATION WALL ABOVE TOP OF TO BE 6" BELOW OVER CONCRETE SPREAD FOOTING - S AB TOP OF SLAB TYP. (SEE TYP. WALL SECTION FOR RE DETAIL DRAINAGE REQUIREMENTS - SEE WALL 16/ 0.0 & FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING REQUIREMENTS), RE: DETAIL 11/SO.0 11 l'-02-1",2'-6" VOID 1'-5" 4'-5" 5'-0" VOID 3'-0" 5425.6 = 100'4" 01 PER CONTRACTOR REQUEST ALL FOUNDATION 2 1'-6" 12'-5" WALLS ARE A MINIMUM OF 4'-0" TALL. CONTRACTOR MAY DECREASE WALL DEPTH 18'-102" DUE TO EASE OF CONSTRUCTION WHILE MAINTAINING REQUIRED FROST DEPTH. CONTRACTOR SHALL SUBMIT PROPOSED PLAN TO ENGINEER OF RECORD FOR APPROVAL. UNIT Y4 -W UNIT Y1 -I UNIT Y1 -I UNIT Y2 -E Lot 1 Lot 2 Lot 3 Lot 4 7840 W 43rd Place 7844 W 43rd Place 7848 W 43rd Place 7852 W 43rd Place 4B-PLEX FOUNDATION PLAN 1 SCALE: 1/4" = V-0" EVstudimo Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of EV studio. Permission for use of this document is limited and can be extended only by written agreement with EVstudio. PERMIT SET DATE: May 10, 2021 DRAWN BY: _BV CHECKED BY: RRM FOUNDATION PLAN S 1.0 ki 0�\Nheat X01 UA i oc 11,/0,/ng ct O O ct n�, W � O � • r� M w O u- +� a.) O W � W ct r T� M w� T� t`��• I 18149 COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of EV studio. Permission for use of this document is limited and can be extended only by written agreement with EVstudio. PERMIT SET DATE: May 10, 2021 DRAWN BY: _BV CHECKED BY: RRM FOUNDATION PLAN S 1.0 ki SITE SPECIFIC PLOT PLAN NOTES: LOT=1 TOS = 24.9 GARAGE SLAB =24.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 34" LOT =2 TOS = 25.6 GARAGE SLAB =24.5 LOWERED FINISH GRADE AT PORCH 40" LOT =3 TOS = 25.6 GARAGE SLAB =24.9 LOWERED FINISH GRADE AT PORCH 36" LOT =4 TOS = 25.6 GARAGE SLAB =25.0 LOWERED FINISH GRADE ALONG HOUSE LOWERED FINISH GRADE AT PORCH 30" 0 20 40 SCALE: 1"=20' REVISIONS: 04-01-19 - REDLINES PER THRIVE - AL. 04-02-19 - SIDE STREET NAME MODIFIED PER GINNY - AT 7,27,21 - REDLINES PER DAVE - AL. THB WestRidge LLC PLOT PLAN RACT F L F EF21V D ET ACCESSAN DUTILI V R EASEMENT 23.9t 24.31 24,5t 3.6-2:7-50424 o- 1 2 4 2 J ' 24.9 2,%0-25,06 3 7848 WEST 43RD PLACE eC Yeas 7852 WEST 43RD PLACE C.m m QRIVF 6.8' 2s.1� .91 CANT. 22.0 24.0 n w 6.5 za9 6.5} z 20.0 sx 23 J X249 sx lry foS2 S3"I S fo O 808 SOFT O 809 SOFT O 'n 1� O OVERSIZE q OVERSIZE 4 ro 1,345 SOFT '° m ai 1 -CAR m 0)1 -CAR rn 1,312 SOFT ' 2 -CAR GARAGE GARAGE 2 -CAR AJ � GARAGE 1 2 #7844 = TGS=5425.6 2 #7848 c TOS=5425.6 GARAGE .8 -�' 1'0� 23.-2a2 5.9 #7840 TOS=5424.9�1:z �� #7852 - zix T =5425.6 � zax 1 0 r`1 YARRAv ARDENs o Y1- r`1 vARR�v6J ARDENs 0 Y1- 24.5 2Z0 21.0 o Co 20R YARRM GARDENS Y4 -VV v"RRD"'GARDENS o Y2 -E 1 D� a R ' FOOTPRINT -909 ,..SLAB _ TPRINT=583 O SLAB al. m FOOTPRI 683 CD SL o °' Z M 6 CD FOOTPRINT- o Z SLAB la, iri .8 zax rn1 O 5.9 lax PATIO 21.07FLP-N$9' I e...,_5' WAKCIr5 20 84F 21.3 TRACT F OVATE AND EMERGENCI ACCESS AND UTILITY L=7.15 V}/EST 43RD PLACE 30' WATER EASJMENT R=20.00' 01 heat U� vd041 O 1179 D 5 FRONT SETBACK T: T,q,,te ARROWGARDENSP3\YARROWGARDENSP3. dug RSFn021103791 AM 8�iP, Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED LOT 1 4 BLOCK 6 LOT ADDRESS 1 7840 WEST 43RD PLACE 2 7844 WEST 43RD PLACE 3 7848 WEST 43RD PLACE 4 7852 WEST 43RD PLACE Reviewed by the City of Wheat Ridge Engineering Division NO EXCEPTIONS TAKEN / By. Jordan Jefferies DATE: 11/4/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO LEGEND LOWERED FINISH GRADE: X® HOUSE X57 -XI PORCH ® FORAGE/CRAWL SPACE FX --XI FOUNDATION STEP xx' CONCRETE RISER COUNT BY. r CONCRETE ELEVATION DATE: 1 1 /5/2021 s<.. DIRT/CONC. ELEVATION AT CENTER OF CURB STOP COMMENTS: (xx.xx) DIRT/CONC. ELEVATION AT CENTER OF METER PIT Surveying, Inc. 411 South Yosemite Street 1100 Centennial, CO 80112 : (303) 850-0559 Fax: (303) 850-0711 il: info®bisurvev.nef Ok heal �1A, c C) yCD A.G. WASSENAAR, INC. March 25, 2020 TH Yarrow, LLC 1875 Lawrence Street, Suite 900 Denver, Colorado 80202 Attention: Mr. Jay Garcia Subject: Soil and Foundation Study Proposed Residential Structure Lots 1-4, Block 6 Yarrow Gardens, Filing 3 Wheat Ridge, Colorado Project Number 185533 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 9 Phone 303-759-8100 W hee,R U ry m f 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 the natural undisturbed soils or 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. AGW Project Number 185533 March 25, 2020 TH Yarrow, LLC Page 2 W hee,R U ry m f Following these recommendations should reduce damage caused by movement of the garage slab; 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 185533 March 25, 2020 TH Yarrow, LLC Page 3 W hee,R U ry m f 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, CI'Eo A. G. Wass aar, Inc. Reviewed by: Keith E. Asay Michael R. Conner, Staff Engineer Senior EngineerT/4SSnw t �' Attachments: Figures 1 through 3 KEA/MRC/bab AGW Project Number 185533 TH Yarrow, LLC March 25, 2020 Page 4 .�O NlheatRo- U m �iai�9 B6 L1 prigs 0,0" AGW A.G. WASSENAAR, INC. CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185533-1 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED February 24, 2020 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger VAT TIME OF DRILLING 14 feet NOTES Test boring drilled in the southeast corner 3 DAY(S) AFTER DRILLING 12.5 feet ATTERBERG o w o LIMITS U a}- _O Lu w O MATERIAL DESCRIPTION o= 0z C: O w w �' o ~ E~ v w �•• (D a�`� moz 0z �O" * a a z V)�cn D O �� 0 O U Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown MC 25/ 12 11 24 30 17 13 5 MC 19 / 12 114 14 -0.3 10 Fill, cobble, gravel, sand, dense, moist to wet, brown 9F SZ Sand and gravel, dense, silty, slightly clayey, moist to wet, brown SS 46 / 12 SS ja 15 o' •D: o' •D: SS 32/ 12 SS 20 '• : d Bottom of borehole at 20.5 feet. Figure 1 .�O NlheatRo- U m d�,p/n9 D�Soc 0,0" AGW B6 L2/3 A.G. WASSENAAR, INC. CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185533-2 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED February 24, 2020 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger VAT TIME OF DRILLING 14 feet NOTES Test boring drilled in the center north wall 3 DAY(S) AFTER DRILLING 12 feet ATTERBERG Lu w �•• 0 U O (D MATERIAL DESCRIPTION LU o a o- a�`n ��cn D� moz a D L o D I— w �z O Oz L U)O" zz U 0 * LIMITS 0, (Y U a a v w z a~ Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown MC 17/ 12 104 10 -2.0 5 MC 12/ 12 110 15 -0.3 10 Fill, cobble, gravel, sand, dense, moist to wet, brown .o•�a Sand and gravel, dense, silty, slightly clayey, moist to wet, brown 17 k!CMC 17/6 15 o: a w' •D: w' •D: 20 Claystone (bedrock), medium hard, silty, sandy, moist to very moist, gray to olive to rust Claystone (bedrock), hard, silty, slightly sandy, moist to very moist, gray to olive to rust MC 50 / 10 Bottom of borehole at 24.9 feet. Figure 2 `W hea � t iR! � Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown IE 2- Sand, medium dense, silty, clayey, moist to very moist, brown V Sand and gravel, with cobble, dense to very dense, silty, clayey, moist to wet, brown V 7 15 V n n Sand and gravel, dense to very dense, silty, slightly clayey, wet, ?'S" brown Bottom at 1 Figure 3 u MC 1 15 / 12 1 116 1 11 1 -0.3 1 u MC 1 12 / 12 1 102 1 17 1 -0.1 1 Bounce o° �taig9 B6 L4 poi�z � 04,0" AGW A.G. WASSENAAR, INC. CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185533-3 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED February 24, 2020 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger VAT TIME OF DRILLING 14 feet NOTES Test boring drilled in the southwest corner 3 DAY(S) AFTER DRILLING 12.5 feet ATTERBERG o L o O LIMITS U F+ U =!' ~wc�n ?�Z v Lu w O MATERIAL DESCRIPTION o= OJ D a w L o v w o.. ��L moz gz U)0" 01 a } �O �� �� c�nz Ln�cn 0 0 a~ ^ Fill, (moisture treated) sand and clay, medium dense to stiff, silty, moist, mottled brown IE 2- Sand, medium dense, silty, clayey, moist to very moist, brown V Sand and gravel, with cobble, dense to very dense, silty, clayey, moist to wet, brown V 7 15 V n n Sand and gravel, dense to very dense, silty, slightly clayey, wet, ?'S" brown Bottom at 1 Figure 3 u MC 1 15 / 12 1 116 1 11 1 -0.3 1 u MC 1 12 / 12 1 102 1 17 1 -0.1 1 Bounce