Loading...
HomeMy WebLinkAbout5785 W. 32nd AvenueBarton Consulting Services, LLC BARTON CONSULTING 92495 Broadway QW, 5TE 102 Info@Wdonconsufli 'SERVICES Highlands Ranch, 0080129 Phone: 303.99].957] P.E. Schedule Bite Observa0ons Is Inspections by Text@720.450.0058 MAO Builders February 10, 2022 Atte: Michael Moylen 8120 S. San Juan Road Littleton, CO 80127 SUBJECT: BCS Project #: 21-218 OBSERVATIONS FOR: 5785 W 3TO Ave City and County ofDenvey Colorado REF: Foundation & Stmctmal Design; Baron Consulting Services LLC, Project #: 21-218 As requested• the following Sire visits ofthe aforementioned residential project were cooducled. The following elements were observed and found to be in general compliance with the referenced design doeaments; and applicable local and national codes required for this type of construction. ITEM PASS FAIL DATE TECH NITIA-S NOTES Foundation Footing X {�A Barton, o=Barton �rrr+++'��� 0210.22 RLS Consulting We trust this letter meets the requirements for the City and County of Denver Building Department Please do not hesitate to contact us ifycu need additional information on this matter. Reviewed and Staaped By: Scott D. Badun, PE Phone: 303.997.9577 - Barton Consulting Services LLC - info@bartonconsultingm Digitally signed by P. ')0LICE rt Scott D Baon jtO BqR •., ort ON: cn=ScottD {�A Barton, o=Barton �rrr+++'��� `^46434 Consulting 02.09.20221' d Services, on, c.:. email=Scott@barto S`roNAlF3�'nconsulting.co, artonc=US Date: 2022.02.11 08:29:47 -07'00' Reviewed and Staaped By: Scott D. Badun, PE Phone: 303.997.9577 - Barton Consulting Services LLC - info@bartonconsultingm City of WheatF�ldge COMMIINIIY DEVEIDPMENT City aWhe#Ridge Municipal Budding 7500W. 29°Ave Meg Ridge, CO 80033-8001 P:303.235.2846 F:303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This foml, including the Exhibit on the reverse side, most be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the FIRST FRAMING INSPECTION and before proceeding with any farther construction. ... �.. 4-1-22 PERMIT# ADDRESS: 5785 W 32ND AVE & 3214 FENTON ST. PT4 14 OLINGER GARDENS 2ND FILING L07 BLOCKS SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision The foundation setbacks and elevations for an building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 25.5REAR: 10.1' SIDE: 11.4' SIDE: 245 The MINIMUM ELEVATION has been determinecito be: 5423.17 (NAVD88). The above measurements have been determined on the following location: Check only one): Top of foundation prior to placement of concrete X Top of proposed foundation subsequent to placement of concrete The setback and elevation //measurement locations are identified onthe attached exhibit. Signed ECIC/ 44L 1 f L"V Print RICHARD HEINZ Date 4-1-22 FOR OFFICE USE ONLY Anex by.. Inspedor Date w .d.whenVldBew.ue Ra. 0a1 EXHIBIT NEST JT D AL UE (60) N NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL fowdafiur comes. W E 2 Foundation comers with arvdrnam elevation and sedback distance shall be identified 3. Drawingnwst be property oriented (NoM—wpofpageT 4. Show the roadway in font of this propeLy. S 5. if drawing is ro-scala provide the scala if not to -scale show as N.T.S. o W heat,Pv U � w 0 ew�ng OMs c Reviewed for Zoning Compliance by the 1u City of Wheat Ridge Planning Division /(I`I - APPROVED129 � BY: W DATE; Nov���emller 5, 202 COMMENTS: Approved with the following conditions As part of the foundation inspections and PRIOR TO proceeding with any further conshuction/irepections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Lend Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. Prior to project completion or granting of a Certificate of Occupancy, an As - Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccamtre information submitted within the plan set and any construction errors resulting from inaccurate information. The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. Priortoissuanceofa CA, 3 thisdi shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Maximum building coverage in the R-3 zone is 40%. Site near maximum, additional covered patios or accessory structures may not be permitted over this amount "All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Codes" 'Approved construction plans, and documents shall be on-site for all inspections. 'Work shall not be covered or concealed without inspection. Note: A complete set of stamped truss manufacture drawings which have been verified by the structural engineer of record shall be on-site at time of frame inspection. Uplift connections and bearing points shall comply with the drawings. Project must comply with 2018 IRC Appendix F for Radon Control Methods Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 '�Wpeatlllt 'R Nasi FOR CODE COMPLIANCE' These Drawings were reviewed cher Me applicable In eRed at the time of submlNAl. Reasonable effort was exercised In cracking for Me compliance. The stamping of these documents shall not be construed 0 be a permit for, or an approval of any violation of state aM/or lost evil ommarce; or amendments thereto. Plan Reviewer mons Date 01/03/2022 DUPLEX RESIDENCE 5785 Wo 32ND AVE. & 3214 FENTON ST. WHEAT RIDGE, COLORADO Revlewedbythe Cityof Wheat Ridge Im, Engineering Division �•��� APPROVED f/ BY Mark A. Skelskey DATE: 01/12/2022 COMMENTS: Approved with the Following Conditions Permit may be ISSUED with the following conditions: 1. For Fenton Street the Applicant shall agree to reconstruct the existing substandard curb, gutter and sidewalk improvements along the Fenton Street frontage to bring them into conformance with current City standards. Fees in lieu of construction of the Fenton Street improvements will not apply for this project. 2. The Applicant hereby agrees to perform the reconstruction of said improvements and understands the Conditions of Occupancy shall be withheld until such time as die work has been completed to die satisfaction of the City. 3. For West 32nd Avenue the Applicant shall either agree W reconstruct the existing substandard improvements to bring them into conformance with current standards, OR, the Applicant shall provide funds in the amount of $],]54.31 in lieu of construction of the improvements and understands the Cerfifcale of Occupancy shall be withheld until such time as the wore has been completed to the satisfaction of the City. 4. Prior to issuance of the C.O., a Grading Certification Leder shall be required from the Engineer of Record minifying that the final Scarfing has been completed and the manage with added impervious surface is in general conformance with the approved plan and City of Wheal Ridge Site Drainage Requirements. 5. All roof drains and foundation drains shall be directed in such a manner so as to not negatively affect adjacent properties. If necessary, roof drains must be connected to a pipe and trained towards the public roadway to avoid discharging flow onto neighboring property. For any work in the public right-of-way, a ROW Construction permit shall be required prior to commencement of any we*. Contact the Public Works Department at 303-205-7615 Made Skelskey, Development Review Engineer, 01/1212022 RAW builders z 0 LU z LU Z �0 W Q I W U) U..� W N I. V Q Q 0W >_ M J LL> 0 C 0 Lo U W6 -2021 FOR PERMIT COVER Project Number: 2021.03 Date 8-5-2021 Drawn By MM A-001 0 W neatAv U 161, w e 0 ���ng OMs c CONSTRUCTION GENERAL NOTES: 1. FREESTANDING ACCESSORY STRUCTURES(DETACHED GARAGES) OVER 600 SF WITH AN AVERAGE SAVE HEIGHT OF 10 FEET REQUIRE FOOTINGS 36' BELOW GRADE R403.1.4.1. 2. FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE 6" FOR THE FIRST 10' S%) OR SWALES OR DRAINS SHALL BE PROVIDED TO PREVENT DRAINAGE ONTO ADJACENT PROPERTIES R401.3. 3. PATIO AND PORCH CONCRETE SLABS SHALL SLOPE AWAY FROM THE STRUCTURE A MIN. OF 1-2% R401.2 4. CONCRETE SLAB -ON -GROUND FLOORS BELOW GRADE SHALL HAVE A 4" THICK BASE COURSE OF CLEAN, GRADED SAND, GRAVEL, CRUSHED STONE OR CONCRETE PASSING A Y SIEVE. R506.2.2. 5. A 6 MIL APPROVED VAPOR RETARDER WITH JOINTS LAPPED MIN W SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE, OR OVER THE PREPARED SUBGRADE. NOT REQUIRED AT GARAGES, CARPORTS, UTILITY AND UNHEATED STRUCTURES, AND FLATWORK. R5M.2.3. 6. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6INCHES ELSEWHERE; PROVIDE AN 8' CLEARANCE TO UNTREATED WOOD SHEATHING OR SIDING PER R401.1.6 AND R317.1.2. 7. EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMP -PROOFED IN COMPLIANCE WITH REQUIREMENTS OF R4 A AND THE SOILS REPORT. IN AREAS WITH A HIGH WATER TABLE, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATER -PROOFED IN COMPLIANCE WITH REQUIREMENTS OF R406.2. S. ANCHOR BOLTS SHALL COMPLY WITH SECTION R403.1.6. ONE ill" (13 MM) BOLT EMBEDDED AT LEAST T" (178 MM) INTO CONCRETE OR MASONRY TO BE INSTALLED EVERY SAO' (1829 MM) & A MINIMUM OF TOW BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12" (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. ANCHOR BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. 9. WINDOW WELLS FOR EMERGENCY ESCAPE& RESCUE OPENINGS MUST PROVIDE AN ACCESSIBLE OPENING WITH A HORIZONTAL PROJECTION AND WIDTH OF AT LEAST W. WELLS DEEPER THAN 44' SHALL HAVE A PERMANENT LADDER, PER SECTION R310.2.3.1. WINDOW WELLS SHALL HAVE PROPER DRAINAGE IN COMPLIANCE WITH R310.2.3.2. 10. BARS, GRILLS, COVERS, SCREENS, OR GRATES TO PROTECT OPEN AREAS OF WINDOW WELLS THAT SERVE EMERGENCY ESCAPE & RESCUE OPENINGS SHALL COMPLY WITH SECTION R310.4. SUCH DEVISES SHALL BE RELEASABLE OR REMOVABLE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE. 11. PROVIDE ATTIC AND ENCLOSED RAFTER CROSS -VENTILATION COMPLYING WITH REQUIREMENTS OF R806.1. 12. PROVIDE FIRE BLOCKING COMPLYING WITH REQUIREMENT OF R302.11. 13. ROOF RAFTERS AND RIDGE BOARDS SHALL COMPLY WITH SECTION 8802.3. 14. ROOF RAFTER CONNECTIONS SHALL COMPLY WITH SECTION R802.3.1. 15. PROVIDE DRAFT STOPPING TO COMPLY WITH SECTION R302.12. 16. EXTERIOR WALL COVERINGS SHALL COMPLY WITH ALL REQUIREMENTS OF R703 FOR WATER AND WIND RESISTANCE, AND FASTENINGS. APPLY ONE LAYER OF WATERPROOF FELT OR BUILDING PAPER ON THE EXTERIOR SURFACE OF THE EXTERIOR WALL PRIOR TO INSTALLATION OF EXTERIOR FINISHES PER R703.2. PROVIDE FLASHING AT ALL OPENINGS TO COMPLY WITH REQUIREMENTS OF R703.4. 17. STUCCO/ EXTERIOR CEMENT PLASTER INSTALLATION SHALL COMPLY WITH R703.7, WITH WEEP SCREEDS AS REQUIRED BY R703.7.2.1. FOR ALL TYPES OF STUCCO OVER WOOD FRAMING, PROVIDE TWO LAYERS OF 'GRADE BE PAPER ON THE EXTERIOR SURFACE OF THE EXTERIOR WALL IN ACCORDANCE WITH SECTION R703.7.3. 18. MASONRY VENEER SHALL BE INSTALLED IN COMPLIANCE WITH THE REQUIREMENTS OF R703.8. APPLY ONE LAYER OF 1510 WATERPROOF FELT OR BUILDING PAPER ON THE EXTERIOR SURFACE OF THE EXTERIOR WALL PRIOR TO INSTALLATION OF BRICK VENEER OR ANY OTHER EXTERIOR FINISHES PER SECTION R703.2, TABLE R703.4. 19. GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY RS08.4 SHALL COMPLY WITH REQUIREMENTS FOR SAFETY GLASS. GLAZING INSTALLED WITHIN 24" AND PERPENDICULAR TO A DOOR IN A CLOSED POSITION, AND ON THE HINGE SIDE OF AN IN -SWINGING DOOR, SHALL HAVE SAFETY GLAZING. R308.4.2. GLAZING LESS THAN 36" ABOVE A STAIR LANDING AND WITHIN A 60" ARC FOR 180 DEGREES FROM THE END OF EACH TREAD NOSING SHALL BE SAFETY GLAZING R308.4.7. W. STAIR CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R311.7. PROVIDE A MINIMUM CLEAR WIDTH OF 36", A MAXIMUM RISE OF T 3/4" AND MINIMUM RUN OF 10". PROVIDE A MINIMUM OF 6'48' HEADROOM FROM THE NOSE OF THE TREAD TO THE CEILING, SOFFIT, OR ANY PROJECTION ABOVE PER SECTION R311.7.2. OPEN RISERS ARE PERMITTED PROVIDED THAT THE RISERS LOCATED MORE THAN 30' ABOVE FLOOR OR GRADE BELOW HAVE A MAX. 4" OPENING: R311.7.4.3. 21. STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE GUARDS AT MIN. 34' ABOVE THE NOSINGS, AND HANDRAILS( GRIPS LOCATED 34"-38" ABOVE THE NOSING OF THE TREAD. HANDRAILS SHALL NOT BE LESS THAN 1 ill" FROM WALL, AND SIZED PER R311 7 8.3. THE ENDS OF THE HANDRAILS SHALL BE RETURNED INTO WALL OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS PER SECTION R311.7.8.2. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.7. 22. GUARDS SHALL BEA MINIMUM OF WIN HEIGHT AT STAIRS, PORCHES, BALCONIES, DECKS, AROUND FLOORS OPEN TO BELOW, OR LANDINGS THAT ARE MORE THAN 30' ABOVE GRADE AT ANY POINT WITHIN 36' HORIZONTALLY OF ITS EDGE. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER, R312.1.3. GUARD DESIGN SHALL COMPLY WITH REQUIREMENTS OF TABLE RWI.5 FOR LIVE LOAD. 23. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE SEPARATED WITH MIN. ill" GYP BD ON WALLS AND UNDERSIDE OF STAIRS PER SECTION RS02.7. 24. WALLS WITHIN 5'-0" OF A LOT LINE SHALL BE ONE-HOUR FIRE -RATED CONSTRUCTION. ONE HOUR RATING FOR "EXPOSURE FROM BOTH SIDES" (TABLE R302.1) MEANS ONE LAYER OF 5/8" TYPE X ON BOTH SIDES OF THE STUDS (UL305), OR ONE LAYER 5/8" TYPE X ON THE INTERIOR SIDE AND MINIMUM 71F STUCCO OVER SHEATHING ON THE EXTERIOR. 25. EAVES OR OVERHANGS LOCATED BETWEEN 2'.0"&5'-0" OF A LOT LINE SHALL BE ONE-HOUR RATED CONSTRUCTION, MEANING TWO LAYERS OF 5/8' ON THE UNDERSIDE OF THE EAVES(GALASSEMBLY RC2601 OR RC 2602). NO OVERHANGS OR PROJECTIONS ARE ALLOWED IF THE WALL IS LOCATED WITHIN 2'-0' OF PROPERTY LINE. TABLE R302.1(1). DETACHED GARAGES WITHIN 2'-0" OF A LOT LINE ARE PERMITTED TO HAVE A ROOF EAVE PROJECTION OF 4INCHES. TABLE R302.1(1) M. ALL PENETRATIONS IN FIRE -RATED CONSTRUCTION SHALL BE PROTECTED BY A FIRE -STOP SYSTEM R302.5.3. 27. DUPLEXES SHALL HAVE A 1 -HOUR FIRE -RATED UNIT SEPARATION WITH A MIN. STC SOUND RATING OF 45 AND A MIN. HE VIBRATION SEPARATION OF 45. (DESIGN NO. BUD 5/8' TYPE 'X GYP BD ONE SIDE OF EACH WALL, 2X4 STUDS @ MAX 24" O.C., T MINERAL FIBER OR FIBERGLASS INSULATION EACH WALL, RC -1 CHANNEL ONE SIDE OF ONE WALL) FLOOR] CEILING AND WALL ASSEMBLIES SHALL BE TIGHT AGAINST EXTERIOR WALLS AND FROUR WALL ASSEMBLIES SHALL EXTEND FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING. R302.3, AK102.1, AK103.1. VICINITY MAP: BUILDING INFORMATION: 1. PROJECT NAME: DUPLEX RESIDENCE 2. STREETADDRESS: 5785 W. 32ND AVE. & 3214 FENTON ST. PROJECT INFORMATION WHEAT RIDGE, COLORADO 3. OCCUPANCY GROUP: RESIDENTIAL 4. BUILDING CONST. TYPE V -B 5. ZONING R-3 6. BUILDING AREA 303-435-3205 kinuntain UNIT) BASEMENT 1,233 SF 1 ST FLOOR 1,225 SF 2ND FLOOR 1,423 SF TOTAL LIVABLE: 3,881 SF GARAGE: 4655E 5785 W. 32ND AVE (SOUTH " BASEMENT 1,293 SF 1ST FLOOR 1,282 SF 2ND FLOOR 1,524SF TOTAL LIVABLE: 4,099 SF GARAGE: 4773E T. METHOD OF COMPLIANCE TO THE IECC: METHOD ((PRESCRIPTIVE) A-501 EXTERIOR ELEVATION ".,""..i•,.A., EXTERIOR ELEVATION vf U) A-503 EXTERIOR ELEVATION W1' LL 6N6.1 w A-504 EXTERIOR ELEVATION IAV Q Q A-601 BUILDING SECTION o W T X A-602 BUILDING SECTION z � W N ....F BUILDING SECTION A-604 BUILDING SECTION O A4@5 WALL SECTIONS A46@ WALL SECTIONS & DETAILS C A-801 DOOR, WINDOW AND ROOM FINISH Lo U SCHEDULES '�ti. BASEMENT ELECTRICAL PLAN E-201 1ST FLOOR ELECTRICAL PLAN - E-202 2ND FLOOR ELECTRICAL PLAN PROJECT INFORMATION - I .".., Date 8-5-2021 Drawn By KAM o_ o.,.MA. o o EA '""� ,.,,, �.,. Ef MILE ALE .,...... ALL, _ A ALI "„.WAWA. I'Ell . z e WARE.. _••_3. M., 1i1„, B . ;9� FillWAWA. .�.,m F] . . o ^E.. i AAAA ,',., . LE . ,:o, - L ..,,.,.,.i.�. „E.i _ _ " Y AL....A AN .vnE. �".. LE ALE .A""." ">a".,, .,."WAWA IA..hALE WE,h A ® A..1 Af Ell, AL, E.A. w,. ] ."E.� . "q 11 = .,,.,.... Z BUILDING INFORMATION: 1. PROJECT NAME: DUPLEX RESIDENCE 2. STREETADDRESS: 5785 W. 32ND AVE. & 3214 FENTON ST. PROJECT INFORMATION WHEAT RIDGE, COLORADO 3. OCCUPANCY GROUP: RESIDENTIAL 4. BUILDING CONST. TYPE V -B 5. ZONING R-3 6. BUILDING AREA 303-435-3205 3214 FENTON ST (NORTH UNIT) BASEMENT 1,233 SF 1 ST FLOOR 1,225 SF 2ND FLOOR 1,423 SF TOTAL LIVABLE: 3,881 SF GARAGE: 4655E 5785 W. 32ND AVE (SOUTH UNIT) BASEMENT 1,293 SF 1ST FLOOR 1,282 SF 2ND FLOOR 1,524SF TOTAL LIVABLE: 4,099 SF GARAGE: 4773E T. METHOD OF COMPLIANCE TO THE IECC: METHOD ((PRESCRIPTIVE) GOVERNING CODES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES, AMENDMENTS AND ORDINANCES AS REQUIRED BY THE CITY OF WHEAT RIDGE AND ALL OTHER RECOGNIZED JURISDICTIONS HAVING AUTHORITY OVER THE PROJECT. 2. GOVERNING CODES: BUILDING: 2018 INTERNATIONAL RESIDENTIAL CODE WITH 2019 DENVER AMENDMENTS 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FIRE CODE WITH 2019 DENVER AMENDMENTS 2018 INTERNATIONAL ENERGY CONSERVATION CODE ELECTRICAL: 2020 NATIONAL ELECTRICAL CODE 3. ALL PRODUCTS LISTED BY I.C.B.O. NUMBERS SHALL BE INSTALLED PER THE REPORT AND MANUFACTURES WRITTEN INSTRUCTIONS. ANY SUBSTITUTIONS SHALL HAVE I.C.B.O. APPROVED REPORTS OR BE APPROVED BY OTHER NATIONALLY ACCEPTED/ RECOGNIZED TESTING AGENCIES. GENERAL NOTES: 1. THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO THE COMPLETION, IN PLACE OF ALL WORK AS ILLUSTRATED ANA DESCRIBED IN DRAWINGS. ALL SUCH WORK IS TO BE DONE BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE DESIGNER IN WRITING OF ANY OMISSIONS, DISCREPANCIES, AND/ OR CONFLICTS PRIOR TO SUBMITTAL OF BID OR BE RESPONSIBLE FOR THE SAME. 3. ALL WORK IS TO CONFORM TO THE REQUIREMENTS OF THE LOCAL AND STATE CODES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL REQUIRE BUILDING PERMITS AND FOR INSURING THAT ALL WORK CONFORMS TO APPLICABLE BUILDING CODES. 5. SHOP DRAWINGS SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL PRIOR TO FABRICATION OF ANY WORK SPECIFIED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND PROPER INSTALLATION OF SAID WORK. 6. THE GENERAL CONTRACTOR SHALL HAVE DIRECT CONTROL AND MANAGEMENT OF ALL CONSTRUCTION OPERATORS AND BE RESPONSIBLE FOR THE SATISFACTORY OVERALL PERFORMANCE OF ALL HIS SUPPLIERS AND SUBCONTRACTORS AS WELL AS ALL ASSIGNED CONTRACTORS. T. ALL WORK IS TO BE NEW EXCEPT WERE INDICATED AS EXISTING. B. ALL WOOD TO BE FIRE RETARDANT. RATING TO MEET REQUIREMENTS OF LOCAL STATE AND FEDERAL CODES. 9. GENERAL CONTRACTOR TO TURN OVER THE PROJECT IN COMPLETE OPERATING CONDITION. 10. THE REFLECTED CEILING PLAN SHALL DICTATE LOCATION OF ALL EQUIPMENT AND LIGHTING 11. FLOORING CONTRACTORS SHALL BE RESPONSIBLE FOR PROPER PREPARATION AND INSTALLATION OF NEW FLOORING FINISHES. PREPARATION INCLUDES ADEQUATE CURING TIME FOR THE MASTIC TO REACH PROPER TACKINESS TO SET NEW FLOORING FINISHES. SHEET LIST: A-001 COVER SHEET 7563 S. MT. ZIRKEL A-002 PROJECT INFORMATION HIGHLANDS RANCH, COLORADO 80129 A-003 IECC COMPLIANCE 912 TWELFTH STREET A-004 IECC COMPLIANCE ENGLEWOOD, CO W113 ARCHITECTURAL 303-435-3205 FEEL A-101 ARCHITECTURAL SITE PLAN VJ A-200 BASEMENT FLOOR PLAN Z A-201 1 ST FLOOR PLAN O A-202 2ND FLOOR PLAN W ~ A-300 BASEMENT REFLECTED CEILING PLAN A-301 1ST FLOOR REFLECTED CEILING PLAN A-302 2ND FLOOR REFLECTED CEILING PLAN A-001 ROOF PLAN W Q /Wry A-501 EXTERIOR ELEVATION A-502 EXTERIOR ELEVATION vf U) A-503 EXTERIOR ELEVATION W1' LL 6N6.1 w A-504 EXTERIOR ELEVATION IAV Q Q A-601 BUILDING SECTION o W T X A-602 BUILDING SECTION z � W N A-603 BUILDING SECTION A-604 BUILDING SECTION O A4@5 WALL SECTIONS A46@ WALL SECTIONS & DETAILS C A-801 DOOR, WINDOW AND ROOM FINISH Lo U SCHEDULES E-200 BASEMENT ELECTRICAL PLAN E-201 1ST FLOOR ELECTRICAL PLAN E-202 2ND FLOOR ELECTRICAL PLAN PROJECT TEAM STRUCTURAL S1.0 GENERAL NOTES S1.1 FOUNDATION PLAN S1.2 EST FLOOR FRAMING PLAN S1.3 LOWER ROOF FRAMING PLAIN &2ND FLOOR FRAMING PLAN $1.4 UPPER ROOF FRAMING PLAN DL0 DETAIL SHEET D1.1 DETAIL SHEET MECHANICAL] ELECTRICAL DRAWINGS TO BE DESIGN/ BUILD alt -9[H. YIaRNU1:Td�gRHINggBVR KM DESIGN STUDIO, INC. BARTON CONSTRUCTION SERVICES RE 7563 S. MT. ZIRKEL 9249 S. BROADWAY #200-102 LITTLETON. COLORADO 80127 HIGHLANDS RANCH, COLORADO 80129 720-989-7088 303-748-3804 KIM MOYLEN SCOTT BARTON, P.E. KM.DESIGNSTUDIO@YAHOO.COM SCOTT@BARTONCONSULTING.COM GEO-TECH REPORT DEVELOPER] BUILDER COMPLETE ENGINEERING SERVICES, INC. MAG BUILDERS 912 TWELFTH STREET 2750 S. BROADWAY GOLDEN, COLORADO 80401 ENGLEWOOD, CO W113 303-297-6418 303-435-3205 GEO-TECH REPORT NO. 21-11487 MIKE GRIGER DATED - MARCH 30,2021 MIKE@MAGBUILDERS.NET SYMBOLS OCONCRETE 4 EL�V ELEVATION DATUM DCONCRETE BLOCK STONE MASONRY A101 ELEVATION BRICK MASONRY 1 A101 SECTION EARTH FILO COMPACTED FILL RIGID INSULATION iQ KEYNOTE ® METAL 1Q WINDOW TAG ® WOOD FRAMING NORTH ARROW WOOD BLOCKING Room name ROOM TAG 0 ® WOOD (FINISH) SLOPE SLOPE ARROW PLYWOOD DGYPSUM BOARD BATT INSULATION CENTERLINE PROPERTY LINE - NEW STUD WALL ,I builders FEEL VJ Z O W ~ Z 0 LU Z LL ActU W Q /Wry vf U) W1' LL 6N6.1 w IAV Q Q o W T X z � W N O C Lo U 08415-2021 FOR PERMIT PROJECT INFORMATION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-002 0 W heat Av U 161, w 0 ectoong OMs c QTGenerated by REScheck-Web Software Compliance Certificate Project 5785 W 32ND AVE & 3214 FENTON ST Energy Code: 2018 IECC 49.0 0.0 Location: Wheat Ridge, Colorado 8 Construction Type: Single-family 2,942 49.0 Project Type: New Construction 0.026 59 Conditioned Floor Area: 7,980 ft2 53 Floor: All -Wood JOiat7rmss Glazing Nee 20% 0.033 12 Climate Zone: 5 (6158 HDD) 1,246 21.0 Permit Date: 0.057 0.060 53 Permit Number: Door: Glass Door lover 50% glazing) 80 Construction Site: 0.300 Owner/Agent: Designer/Contractor. 5785 W 32ND AVE 6 3214 FENTON Mike Griger Kim Moylen ST MAG Builders KM Design Studio WHEAT RIDGE, CO 80212 2750 5 Broadway 7563 S Mt Zlrkel 20 I. f. Q Q Englewood. CO 80113 Nttleton, CO 80127 0.300 6 303435.3205 720-989-7088 Compliance: 5.6%a orTeasC Maximum UA: 753 YOi 711 It WES NOT pinnae en wtimo,of eni ow<ost rtleXve to elml<ncWe mumameeh e4m<WevWeuXmi. lst floor Ceiling: Flat Ceiling or Scissor Truss 290 49.0 0.0 0.026 0.026 8 8 2nd floor ceiling- raised truss: Raised or Energy 2,942 49.0 0.0 0.020 0.026 59 76 Truss 53 Floor: All -Wood JOiat7rmss 358 30.0 0.0 0.033 0.033 12 12 East Wall: Wood Frame, Is- o.c. 1,246 21.0 0.0 0.057 0.060 53 56 Door: Glass Door lover 50% glazing) 80 'EtU 0.300 0.300 24 24 Door: Glass Door lover 50% glazing) 80 Depth below once: 8.0' 0.300 0.300 24 24 Door: Glass Door lover 50% glazing) 20 I. f. Q Q 0.300 0.300 6 6 Window: Vinyl Frame 135 10 10 0.300 0.300 41 41 West Wall: Wood Frame, 16' ox. 1,246 21.0 0.0 0.057 0.060 61 64 Doors Glass Door (over 50% glazing) 47 0.300 0.300 14 14 Window: Vinyl Frame 132 IECC 0.300 0.300 40 40 North Wall: Wood Frame, 16" o.c. 1.127 21.0 0.0 0.057 0.060 53 56 Door. Solid Door (under 50%glazing) 20 0.360 0.300 7 6 Door: Glass Door (over 50% glazing) 20 0.300 0.300 6 6 Window Vinyl Frame 151 North Basement: Solid Concrete or Masonry 0.300 0.300 45 45 South Walk Wood Frame, l6' o.c. 1.127 21.0 0.0 0.057 0.060 50 53 Project Title: 5765 W 32ND AVE & 3214 FENTON 5T Insulation depth: 9.0' Report date: 08/0421 Data filename: Window: Vinyl Frame 16 0.300 0.300 Page 1 of 10 Door: Solid Door (under 50% glazing) 20 0.360 0.300 7 6 Door: Glass Door (over 50% glazing) 47 0.300 0.300 14 14 Window: Vinyl Frame 177 0.300 0.300 53 53 Floor: All -Wood JOiat7rmss 358 30.0 0.0 0.033 0.033 12 12 Floor: All -Wood Jobt/rmss 405 30.0 0.0 0.033 0.033 13 13 East Basement: Solid Concrete or Masonry Z LL 'EtU Wall height: 9.0' 591 19.0 0.0 0.044 0.050 25 28 Depth below once: 8.0' U) vfj E I LL ��N.�/.I Ll.l Insulation depth: 9.0' I. f. Q Q 0W Window: Vinyl Frame 32 0.300 0.300 10 10 West Basement: Solid Concrete or Masonry O Well height 9.0' 591 19.0 0.0 0.044 0.050 26 30 Depth below grade: 8.0' 08-0.5-2021 FOR PERMIT Insulation depM: 9.0' IECC South Basemem: Solid Concrete or Masonry COMPLIANCE Project Number: 2021.03 Wall height: 9.0' 592 19.0 0.0 0.044 0.050 25 29 Depth below grade: 8.0' A-003 Insulation depM: 9.0' Window: Vinyl Frame 16 0.300 0.300 5 5 North Basement: Solid Concrete or Masonry Wall height 9.0' 592 19.0 0.0 0.044 0.050 25 29 Depth below grace: 8.0' Insulation depth: 9.0' Window: Vinyl Frame 16 0.300 0.300 5 5 Compliance Statement The proposed building design described hem Is consistent with Me building plans, specifications. and other calculations submitted with the permit application. The Proposed building hes been designed to meet Me 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requlrements listed In Me REScheck ImfNKtlon Checklist ��a'Yl 8-5-2.07-1 6k4 o.ltry. - 0 s'% G Sign re Date Protect Title: 5785 W 32ND AVE & 3214 FENTON ST Report date: 08/0421 Data filename: Page 2 of10 1 THERMAL BARRIER - BASEMENT SCALE: 1/8" = 1'-0" Nn2018IECC Energy Efficiency Certificate Above -Grade Wall 21.00 Below -Grade Wall 19.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork tunconditioned spaces): U -FACTOR 0.30 CRAWL SPACE WALLS R-15 CONTINUOUS, OR R-19 CAVITY Window 0.30 Door 0.30 Heating & Cooling Equipment Heating System: Efficiency Cooling Sy$Wm: Water Heater. Hama' Kith Data' 55-V]-20z�l Comments MINIMUM ENERGY EFFICIENCY REQUIREMENTS: METHOD OF COMPLIANCE TO THE IECC - METHOD 1 (PRESCRIPTIVE) EXTERIOR WOOD FRAMED WALLS R-20 ROOF/ATTIC/ ENCLOSED RAFTERS R49 FLOORS CANTILEVERED OR OVER UNCONDITIONED SPACE R-30 BASEMENT CONCRETE WALLS R-15 CONTINUOUS, OR R-19 CAVITY, OR R-13 CAVITY t R-5 CONTINUOUS FENESTRATION U -FACTOR 0.30 CRAWL SPACE WALLS R-15 CONTINUOUS, OR R-19 CAVITY ENERGY COMPLIANCE NOTES: 1. DUCTS (IECC SEC. 401 SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. OF R41, WHICH ARE XOR GREATER IN DIAMETER AND R-6 WHERE LESS THAN Y IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER AREAS SHALL BE INSULATED TO A MIN. OF R-6, WHICH ARE T OR GREATER IN DIAMETER AND R4.2 WHERE LESS THAN 3" IN DIAMETER OF PORTIONS OF THAT ARE COMPLETELY LOCATED INSIDE THE BUILDING THERMAL ENVELOPE ARE EXEMPT FROM INSULATION REQUIREMENTS. AIR HANDLERS, CAVITIES AND FILTER BOXES MUST ALSO BE SEALED. 2. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING: ROUGH -IN TEST OR POST -CONSTRUCTION: TOTAL LEAKAGE WITHIN PRESSURE DIFFERENTIAL OF .1 INCH ACROSS THE SYSTEM, INCLUDING MANUFACTURER'S AIR HANDLER ENCLOSURE, ALL REGISTERS SHALL BE SEALED DURING TESTING. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN TESTED ACCORDING TO NFRC 400 OR AAMA/ W DMA/ CSA 101/1.5.2/ A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER PER 402.4.3. 3. MANDATORY AIR SEALING (IECC SEC 402.4) THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED, W EATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER MATERIAL TO LIMIT AIR INFILTRATION PER 2015 IECC, SECTION 402.4.,. 1. AIR BARRIER AND THERMAL BARRIER 2. CEILING/ATTIC 3. WALLS 4. WINDOWS, SKYLIGHTS AND DOORS 5. RIM JOIST 6. FLOORS 7. CRAWL SPACE WALLS 8. SHAFTS, PENETRATIONS 9. NARROW CAVITIES 10. GARAGE SEPARATION 11. RECESSED LIGHTING 12. PLUMBING AND WIRING 13. SHOWEW TUB ON EXTERIOR WALL 14. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS 15. HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE 16. FIREPLACE 4. TESTING PER 402.4.1.2. THE DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN CLIMATE ZONE 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G.(50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. AWRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE � THERMAL BARRIER - 1ST FLOOR L SCALE: 1/8"=1'-0" 3 THERMAL BARRIER - 2ND FLOOR SCALE: 1/81 IN builders VJ Z O W Z 0 Lu Z LL 'EtU W Q N W U) vfj E I LL ��N.�/.I Ll.l I. f. Q Q 0W >2 M J LL> O DO In U 08-0.5-2021 FOR PERMIT IECC COMPLIANCE Project Number: 2021.03 Date 8-5-2021 Drawn By mm A-003 0 W heat,Dv U 161, w 0 e%aing OMs c eee11 eee MIN ee1iiee ee �eee1611,011eee eeee' , I eee eee o eee eee IILI ii J� I®I �r --� en ue eu ue L In eee eee eee eee m 111 7 THERMAL BARRIER — SECTIONS J SCALE: 1/8"=1'-0' ,I builders z O W z z LL O U W 0 Mw U) 00 W ui QQ ow >_ M > J 3:O DO >- Ln U 08-05-2021 FOR PERMIT IECC COMPLIANCE Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-004 0 W heat,Pv U 161, w 0 e%dng OMs c --------------------- ---------------- I I I I EXISTING GRASS AREA EXISTING CONCRETE WALK EXISTING CONCRETE CURB 1 ARCHITEI SCALE: 1/8' = III LEGAL DESCRIPTION PARCEL RECEPTION PORTION LOT 4, 25 OLLINGER GARD S N.E.1/4 SECTI , 25 6TH FLIP WHEAT GE, JEFFI (E) .n w.____________ GRA=MMULDn AREn -GAS NN 25.24' N 89040'22" E 100.20' ILL, _,O', VWOODII OR -- - --- 3110 21'-11 1/2' METER WINDOW WE LL ITH e 2 -CAR GARAGE RE: A-201 1ST FLOOR PLAN 3214 FENTON ST RE: A-201 IST FLOOR PLAN ------------ --- (E) 4 W N 1[ a `GRA ARE" H C STUN ONLY FOR I I 12J UTURE GAS RI PRGNDEOVRPLATEuPROIcoxORETEREAP PATInI iC40m EE 10.21' FACE OF FOUND 1Ci 08 O NCE N OB OF . A REA 5•-9•. ______ O O O FVNREOVPIF% -OO O FFACE Z. Lmuxe. _______ .—� SDs e250 FRONT SETBACK o 0(E) REA (E) 5418.65' W 542040' CR488' MULCH ARE4WABLENURA TE __ in UND aEAaR= m o xl 0 - E 57M 32ND AVE E c 3� wII SOUTH NIT FOR vasR SIDE SETBACK W WCTNCRE 2 -CAR GARAGE RE: A-2011STF OR PLAN x oRrv�HEwnmE 4 451 SF RE: A-2011STFLOOR PLAN 4 DN (3) o 8� m ED SLOPE IN I O ELECTRIC _ 1Z -T' OW 25.12' PENCE FACE OF FOUNDATION 5'-0 =PA, - - - —Ds - — - BRICKLEDGE q Escw �� ~ PROWEx STUDONLY NORM A,21 W-NEMETER BEO 1 FVNUI 1 cwEnvuiiu P V 0 CEITREEOS _------ _ -_ aWAY �f21-11' 914)" UP SS�YIORL If R 52'-5" m /\paU If IL ` GRISSIMMULCH 0 W z N 1 u)." COOWRETE i O ED I3IR IGWSS�MUILX U- FRRONI LOU <5-0.:. 4E D FEwaD O- uc RULE UP 541].10' 54179 .IaIR - 5418.50' S 89042'44" W 100.11' STREET LIGHT Q 3 W Q 1 y I 1 EXISTING GRASS EXISTING EXISTING AREA CONCRETE WALK CONCRETE CURB I 1 W. 32ND AVENUE I I -------------------------------------- I 1 ________________------------------------------------------- .SEW --------------------------------------------------- i_L_____________________________________ ____________------------------------------------------------------- .WATER ---------------------------------------- i_________________________________________ 'U SITE PLAN 12802 COUNTY, COLORADO NOTES: 1. ALL SURFACES ADJACENT TO THE BUILDING PERIMETER ARE TO SLOPE AND DRAIN AWAY FROM THE BUILDING. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY. 3. PROVIDE EROSION CONTROL MEASURES DURING CONSTRUCTION AS REQUIRED BY THE GOVERNING AUTHORITY. 4. CONTRACTOR TO VERIFY WITH GOVERNING AUTHORITY ALL SETBACKS AND EXISTING EASEMENTS. 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND SURVEY PLAT DATED 02/26/2021 By RUSSELL SURVEYING. 6. ALL INFORMATION SHOWN OUTSIDE OF THE PROPERTY LINES IS FOR GRAPHIC REPRESENTATION ONLY, RE: LAND SURVEY PLAT (LSP), FOR INFORMATION. T. PROPERTY IS NOT SQUARE. VERIFY ALL FOUNDATION DIMENSIONS PRIOR TO POURING FOUNDATION. VERIFY FOUNDATION FITS WITHIN PROPERTY SETBACKS, ZONING INFORMATION: ZONING - R-3 FACE OF FOUNDATION TOTAL LOT SIZE -10,038 S.F. NORTH LOT SIZE = 4,370 S.F. ISE BRICK LEDGE. MAXIMUM ALLOWABLE BUILDING COVERAGE = 4,370 x40%=1,]48 S.F. NORTH UNIT (3214 PENTON ST) builders HoACCESS FOR mNmH 1,225 S.F. PROPOSED GARAGE - uxrt - 08 S.F. DRIVEWAY 06 NEW CONCRETE 199 S.F. PROPOSED BUILDING COVERAGE NORTH LOT 1,690 S.F. (38.7%) DRIYENAVY R SOUTH LOT SIZE = 5,668 S.F. rmsF - SOUTH UNIT (5785 W 32ND AVE) 1N¢ y PROPOSED GARAGE 477 S.F. w Y. DRIVEWAY 401 S.F. REAR PATIO LOPE PROPOSED BUILDING COVERAGE SOUTH LOT 1,759 S.F. (31.0%) PROPOSED LOT COVERAGE SOUTH LOT W vJ' 1' LL N Q Q CP w >w_ M OURPRO O 5' i0 EA DO 2.WAYC OR Ln U SEWER SJPPLY PLY LNE 3 �I sD 08-0.5-2021 FOR PERMIT OP N 89040'22" E 100.20' ILL, _,O', VWOODII OR -- - --- 3110 21'-11 1/2' METER WINDOW WE LL ITH e 2 -CAR GARAGE RE: A-201 1ST FLOOR PLAN 3214 FENTON ST RE: A-201 IST FLOOR PLAN ------------ --- (E) 4 W N 1[ a `GRA ARE" H C STUN ONLY FOR I I 12J UTURE GAS RI PRGNDEOVRPLATEuPROIcoxORETEREAP PATInI iC40m EE 10.21' FACE OF FOUND 1Ci 08 O NCE N OB OF . A REA 5•-9•. ______ O O O FVNREOVPIF% -OO O FFACE Z. Lmuxe. _______ .—� SDs e250 FRONT SETBACK o 0(E) REA (E) 5418.65' W 542040' CR488' MULCH ARE4WABLENURA TE __ in UND aEAaR= m o xl 0 - E 57M 32ND AVE E c 3� wII SOUTH NIT FOR vasR SIDE SETBACK W WCTNCRE 2 -CAR GARAGE RE: A-2011STF OR PLAN x oRrv�HEwnmE 4 451 SF RE: A-2011STFLOOR PLAN 4 DN (3) o 8� m ED SLOPE IN I O ELECTRIC _ 1Z -T' OW 25.12' PENCE FACE OF FOUNDATION 5'-0 =PA, - - - —Ds - — - BRICKLEDGE q Escw �� ~ PROWEx STUDONLY NORM A,21 W-NEMETER BEO 1 FVNUI 1 cwEnvuiiu P V 0 CEITREEOS _------ _ -_ aWAY �f21-11' 914)" UP SS�YIORL If R 52'-5" m /\paU If IL ` GRISSIMMULCH 0 W z N 1 u)." COOWRETE i O ED I3IR IGWSS�MUILX U- FRRONI LOU <5-0.:. 4E D FEwaD O- uc RULE UP 541].10' 54179 .IaIR - 5418.50' S 89042'44" W 100.11' STREET LIGHT Q 3 W Q 1 y I 1 EXISTING GRASS EXISTING EXISTING AREA CONCRETE WALK CONCRETE CURB I 1 W. 32ND AVENUE I I -------------------------------------- I 1 ________________------------------------------------------- .SEW --------------------------------------------------- i_L_____________________________________ ____________------------------------------------------------------- .WATER ---------------------------------------- i_________________________________________ 'U SITE PLAN 12802 COUNTY, COLORADO NOTES: 1. ALL SURFACES ADJACENT TO THE BUILDING PERIMETER ARE TO SLOPE AND DRAIN AWAY FROM THE BUILDING. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY. 3. PROVIDE EROSION CONTROL MEASURES DURING CONSTRUCTION AS REQUIRED BY THE GOVERNING AUTHORITY. 4. CONTRACTOR TO VERIFY WITH GOVERNING AUTHORITY ALL SETBACKS AND EXISTING EASEMENTS. 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND SURVEY PLAT DATED 02/26/2021 By RUSSELL SURVEYING. 6. ALL INFORMATION SHOWN OUTSIDE OF THE PROPERTY LINES IS FOR GRAPHIC REPRESENTATION ONLY, RE: LAND SURVEY PLAT (LSP), FOR INFORMATION. T. PROPERTY IS NOT SQUARE. VERIFY ALL FOUNDATION DIMENSIONS PRIOR TO POURING FOUNDATION. VERIFY FOUNDATION FITS WITHIN PROPERTY SETBACKS, ZONING INFORMATION: ZONING - R-3 TOTAL LOT SIZE -10,038 S.F. NORTH LOT SIZE = 4,370 S.F. MAXIMUM ALLOWABLE BUILDING COVERAGE = 4,370 x40%=1,]48 S.F. NORTH UNIT (3214 PENTON ST) builders PROPOSED HOUSE 1,225 S.F. PROPOSED GARAGE 465 S.F. FRONT PATIO 08 S.F. DRIVEWAY 4 402 S.F. REAR PATIO 199 S.F. PROPOSED BUILDING COVERAGE NORTH LOT 1,690 S.F. (38.7%) PROPOSED LOT COVERAGE NORTH LOT 2,393 S.F. (51ISI SOUTH LOT SIZE = 5,668 S.F. MAXIMUM ALLOWABLE BUILDING COVERAGE = 5,868 X40%= 2,267 S.F. SOUTH UNIT (5785 W 32ND AVE) PROPOSED HOUSE 1,282 S.F. PROPOSED GARAGE 477 S.F. FRONT PATIO 234 S.F. DRIVEWAY 401 S.F. REAR PATIO 234 S.F. PROPOSED BUILDING COVERAGE SOUTH LOT 1,759 S.F. (31.0%) PROPOSED LOT COVERAGE SOUTH LOT 2,628 S.F. (46.3%) site plan updated for PLN comments, dated 11/10/21 (AS) ,I builders VJ Z Q W Z 0 Lu Z U.O � U W Q M W vJ' 1' LL N Q Q 0 >w_ M J LL> O DO Ln U 08-0.5-2021 FOR PERMIT ARCH SITE PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-101 tip N4heag Ra i U as dG'%n �q� 9 Reviewed for Zoning Compliance by the It 4V City of Wheat Ridge Planning Division --��'/ ��4III\ APPROVED � BY: DATE: 11/1$/21 COMMENTS: Approved updated site plan The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. Prior to issuance of a CO, 3 trees) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred Percent (100%) of the front yard shall be landscaped. No more than fifty (50) percent of the total landscaped coverage on the lot shall be comprised of turf. The use of low water demand turf varieties such as buffalo grass, blue grama grass and tall fescue is encouraged Maximum building coverage in the R-3 zone is 40%. Site near maximum, additional covered patios or accessary structures may not be permitted over this amount --------------------- ---------------- i I I , I SEE SEPARATE DRAWING FOR 3214 FENTON STREET COMMENTS NEW ELEC (E) POLE W GPABSIMLLCH __ GAS ___ F ire PNr �w,iwiwo �T �pI mstruded with Mis in DOT M-fios-1 standT EXISTING GRASS AREA 2.5' Code EXISTING CONCRETE WALK EXISTING CONCRETE CURB Reviewed by the City of Wheat Ridge Air, p . — rPMA:Orr rL.mvLosiVIN FRONT SETBACK APPROVED - FRON7 - BRICKLEDGE-' Substandard existing curb, BY Mark A. Skelskey required prior to commencement of any Work. Contact the Public Works gutter, and sidewalk must be Department at 303-2081 Pa l O reconsbacled in accordance DATE: 01/12/2022 Marc Skelske , Development Review Engineer, 01/13/2022 MENIcLEACCESSFOR Approved with the COMMENTS: APP , (Type 2 (Section IIB) with 5' sidewalk) with this Project. Build bs RUNIT Curb, gutter, sidewalk per City of substurface investigation F y �Gp 3 Z In Qo SM CONCRETE DRIVEWAY 1 - mSFOr LOPE , t Permit may be ISSUED With the following conditions: 1 , f 1. For Fenton Street Me Applicant shall agree to reconstruct the existing substandard 2) RAt cum comp curb, gutter and sidewalk improvements along the Fenton Street frontage to bring . o LoLINEON r Un Z MSK, 0111312022 Me Fenton Street improvements will not apply for this project. R, I \ 1 I `IOVAOMUWH I AREA D FENCENO and understands Me Certificate of Occupancy shall be withheld until such time as W .UP " (3)R " .5.-0.:. Transition curb, gutter and LL AI walk to match existing curb 3. For West 32nd Avenue the Applicant shall either agree to reconstruct the exisfing romp (Existing romp to remali substandard improvements to bring them into Conformance With current standards, l%1 OR, the Applicant shall provide funds in the amount of $])54.31 in lieu of J LL> construction of the improvements and understands the Certificate of Occupancy SWPROVIAB C W RLNEOR 4 (E) S 89042'44" W 100.11' satisfaction of the City. WLGV SE EASO 3 UP .I3)R 5�a1 sa __________ ------- -SEW ------- ` _______________ - r' - --.i- uv' mstruded with Mis in DOT M-fios-1 standT EXISTING GRASS AREA 2.5' Code EXISTING CONCRETE WALK EXISTING CONCRETE CURB Reviewed by the City of Wheat Ridge Air, p . Engineering Division �•��J/ FRONT SETBACK APPROVED - FRON7 Use Type l far the Substandard existing curb, BY Mark A. Skelskey required prior to commencement of any Work. Contact the Public Works gutter, and sidewalk must be Department at 303-2081 Pa l O reconsbacled in accordance DATE: 01/12/2022 Marc Skelske , Development Review Engineer, 01/13/2022 with CDOT M-609-1 standards Approved with the COMMENTS: APP , (Type 2 (Section IIB) with 5' sidewalk) with this Project. Build Following Conditions ; Curb, gutter, sidewalk per City of substurface investigation 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND Wheat Ridge Cross-Secdon y_0^ , LSP: 2 -Lane Local with Parking. Permit may be ISSUED With the following conditions: 1 , Transition tcand match existing walk and fow-lne at the existing 1. For Fenton Street Me Applicant shall agree to reconstruct the existing substandard 2) RAt cum comp curb, gutter and sidewalk improvements along the Fenton Street frontage to bring 1 LoLINEON r them into Conformance with current City standards. Fees in lieu of Construction of 1 MSK, 0111312022 Me Fenton Street improvements will not apply for this project. 2. The Applicant hereby agrees to perform the reconstruction of said improvements I \ 1 I `IOVAOMUWH I AREA D FENCENO and understands Me Certificate of Occupancy shall be withheld until such time as ' 1' LL w .UP " (3)R " .5.-0.:. Transition curb, gutter and the Work has been completed to the satisfaction of the City. AI walk to match existing curb 3. For West 32nd Avenue the Applicant shall either agree to reconstruct the exisfing romp (Existing romp to remali substandard improvements to bring them into Conformance With current standards, V OR, the Applicant shall provide funds in the amount of $])54.31 in lieu of J LL> construction of the improvements and understands the Certificate of Occupancy shall be withheld until such time as the work has been completed to the 4 (E) S 89042'44" W 100.11' satisfaction of the City. 4. Prior to issuance of Me C.O., a Grading Cerifcetion Letter shall be required UP .I3)R N 8904022" E 100.20' w reNCE WAINAGESWNE -y - 30'-51/2' 121'1 1/2' IBLECTRINAL METER US — — — WEoaE aREMOVABLEf A EL 20CAR GARAGE RE: A-201 1ST FLOOR PLAN Of I (E) p . the connected to a pipe and drained towards the public roadway to avoid FRONT SETBACK WI - FRON7 Use Type l far the N CAVas MULCH AREA required prior to commencement of any Work. Contact the Public Works LEGAL DESCRIPTION Department at 303-2081 Pa l O ' PORTION LOT 4, BLOCK14 Marc Skelske , Development Review Engineer, 01/13/2022 OLLINGERGARDENS 2NDFILING building shall be' P' P1R Tai R.69W., 6TH P.M. o WHEAT RIDGE, JEFFERSON COUNTY, COLORADO substurface investigation 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND W y_0^ 0E2•t IsisU VEHI FOR 52'-5" 2) RAt ]. PROPERTY IS NOT SQUARE. VERIFY ALL FOUNDATION Z . LoLINEON r &APPLY LINE his O U. FEWNCE� 2 0 Fju New CONCRETE 2la FROMWAlx pU lase u. O¢ N on I \ 1 I `IOVAOMUWH I AREA D FENCENO ' 1' LL w .UP " (3)R " .5.-0.:. LOU VEWAYCONCRETE As AI Of I (E) ri to POLE 541].10' from the Engineer of Record certifying Mat the final grading has been completed and the drainage with added impervious surface is in general --------------------------- conformance __________________________conformance With Me approved plan and City of Wheat Ridge Site Drainage Requirements. 5. All roof drains and foundation drains shall be directed in such a manner so --------------------------' as to not negatively affect adjacent properties If necessary rcof drains must - - the connected to a pipe and drained towards the public roadway to avoid FRONT SETBACK discharging flow onto neighboring property. - ' Use Type l far the eem I SCALE: 1/8' =1'-0' required prior to commencement of any Work. Contact the Public Works LEGAL DESCRIPTION Department at 303-2081 d veway cut ' PORTION LOT 4, BLOCK14 Marc Skelske , Development Review Engineer, 01/13/2022 OLLINGERGARDENS 2NDFILING building shall be' N.E. 1/4 SECTION 25 P1R Tai R.69W., 6TH P.M. Atllust fence 10 ensure WHEAT RIDGE, JEFFERSON COUNTY, COLORADO substurface investigation 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND W report prepared by CES 0E2•t IsisU VEHI FOR 52'-5" 2) RAt ]. PROPERTY IS NOT SQUARE. VERIFY ALL FOUNDATION DIMENSIONS PRIOR TO POURING FOUNDATION. VERIFY SOUTH an BWO 4 &APPLY LINE his O U. FEWNCE� 2 0 Fju New CONCRETE 2la FROMWAlx pU lase u. O¢ N on I \ 1 I `IOVAOMUWH I AREA D FENCENO ' 1' LL w .UP " (3)R " .5.-0.:. VEWAYCONCRETE As AI 1 >w_ M V J LL> O 4 (E) S 89042'44" W 100.11' g og UP .I3)R SLOPE —i Adjust tenLemensure STREETs LIGHT N 3 wale U I m W d2ms p rnsely UP p Bit L N Propose0 25.12' FACE OF FOUNDATION y BI E `NqN PLAN V Date 11-10-2021 snxo Proposed aEMai Fy aWSSIMUILH Aar ri to POLE 541].10' from the Engineer of Record certifying Mat the final grading has been completed and the drainage with added impervious surface is in general --------------------------- conformance __________________________conformance With Me approved plan and City of Wheat Ridge Site Drainage Requirements. 5. All roof drains and foundation drains shall be directed in such a manner so --------------------------' as to not negatively affect adjacent properties If necessary rcof drains must PLAN 2 -CAR GARAGE RE: A-201 1ST FLOOR PLAN v)FCTRCAL ANEL 3214 FENTON ST RE: A-201 IST FLOOR PLAN 4 w N 1[ a ` GRAS4MULCH ARK 12'-0 :PROVIDE - - the connected to a pipe and drained towards the public roadway to avoid UP discharging flow onto neighboring property. A ARCHITECTURAL SITE For any work in the public rightof-way, a ROW construction permit shall be eem I SCALE: 1/8' =1'-0' required prior to commencement of any Work. Contact the Public Works LEGAL DESCRIPTION Department at 303-2081 PARCEL RECEPTION NO. 2018112802 PORTION LOT 4, BLOCK14 Marc Skelske , Development Review Engineer, 01/13/2022 OLLINGERGARDENS 2NDFILING building shall be' N.E. 1/4 SECTION 25 P1R Tai R.69W., 6TH P.M. Atllust fence 10 ensure WHEAT RIDGE, JEFFERSON COUNTY, COLORADO PLAN 2 -CAR GARAGE RE: A-201 1ST FLOOR PLAN v)FCTRCAL ANEL 3214 FENTON ST RE: A-201 IST FLOOR PLAN 4 w N 1[ a ` GRAS4MULCH ARK 12'-0 :PROVIDE - - DSTUe UP CONCRETE DN .REAR PATI I31R eem H 5785 32ND AVE Asan 40 REARRATO (E) 10.21 FACE OF FOUN WINI WITH REMOVABLE GRATE A GOND GOND 10'-0" FENcEC L E XcrRCKMErER CONCRETE y -FROM PATIO ,I UP SLOPE AND DRAIN AWAY FROM THE BUILDING. oP6 METER wE H 5785 32ND AVE REARRATO RE A-201 IST FLOOR PLAN PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY. Grading away from 4 DN building shall be' 4. CONTRACTOR TO VERIFY WITH GOVERNING AUTHORITY ALL P1R ro fmmanca with the Atllust fence 10 ensure O substurface investigation 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND W report prepared by CES 0E2•t (E) 10.21 FACE OF FOUN WINI WITH REMOVABLE GRATE A GOND GOND 10'-0" FENcEC IE) L E XcrRCKMErER CONCRETE y -FROM PATIO ,I UP SLOPE AND DRAIN AWAY FROM THE BUILDING. oP6 METER - MAN SSa STLB _ F c ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY. - CONSTRUCTION AS REQUIRED BY THE GOVERNING AUTHORITY. PROS 4. CONTRACTOR TO VERIFY WITH GOVERNING AUTHORITY ALL w ,,p Atllust fence 10 ensure O Swale Grains property 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND W SURVEY PLAT DATED 02/26/2021 BY RUSSELL SURVEYING. FORSEwiR IsisU Z LL 52'-5" 2) RAt ]. PROPERTY IS NOT SQUARE. VERIFY ALL FOUNDATION DIMENSIONS PRIOR TO POURING FOUNDATION. VERIFY i &APPLY LINE his O U. FEWNCE� 2 0 Fju New CONCRETE 2la FROMWAlx pU lase u. O¢ moth AWD� D I \ 1 I `IOVAOMUWH I AREA D FENCENO ' 1' LL w .UP " (3)R " .5.-0.:. 16A.6 to AI 1 >w_ M V J LL> O 4 (E) S 89042'44" W 100.11' UP .I3)R Co —i Adjust tenLemensure STREETs LIGHT N 3 wale U I m W d2ms p rnsely 08-05-2021 FOR PERMIT Bit L N Propose0 IE) 0 b are oar O tlela eAnA to dire0 mol mrroR away tram all a RUN d- in propany (IVP.) MSK 111312022 w ry ZONING INFORMATION: 0 ZONING - R-3 O � TOTAL LOT SIZE -10,038 S.F. NORTH LOT SIZE = 4,370 S.F. MAXIMUM ALLOWABLE BUILDING COVERAGE = 4,370 x40%=1,]48 S.F. NORTH UNIT (3214 FENTON ST) PROPOSED HOUSE 1,225 S.F. PROPOSED GARAGE 465 S.F. FRONT COVERED PATIO 44 S.F. SIDEWALK TO GARAGE 65 S.F. DRIVEWAY 402 S.F. REAR PATIO 199 S.F. PROPOSED BUILDING COVERAGE NORTH LOT 1,734 S.F. (39.7%) PROPOSED IMPERVIOUS COVERAGE NORTH LOT 2,400 S.F. (54.9%) SOUTH LOT SIZE = 5,668 S.F. MAXIMUM ALLOWABLE BUILDING COVERAGE = 5,668 X 40%= 2,267 S.F. SOUTH UNIT (5]85 W 32ND AVE) PROPOSED HOUSE 1,282 S.F. PROPOSED GARAGE 4]] S.F. FRONT COVERED PATIO 188 S.F. SIDEWALK TO GARAGE 46 S.F. DRIVEWAY 401 S.F. FRONT SIDEWALK 100 S.F. �- REAR PATIO 139 S.F. REAR COVERED PATIO 96 S.F. PROPOSED BUILDING COVERAGE SOUTH LOT 2,043 S.F. (36.0%) PROPOSED BUILDING US COVERAGE COVERAGE LO LOT 2,729 S.F.(36.1%) " BUILDING COVERAGE INCLUDES THE HOUSE, GARAGE, AND ALL COVERED PATIOS. AREA ET EXISTING GRASS CONCRETE EXISTING RE WALK) ONCRETE CURB J 1 1 W. 32ND AVENUE , 1 ------------- .GAS ----------------------------------------------------- J------- 1 _____________________________________ Ewiq Cmum - _____ _______.SEW___________________________________________________ , _L_____________________________________ ________________________________.WATER________________________________________i_________________________________________ mreumeama. Neu tie mi"':. SWALE DETAIL Ai Nn9u SITE NOTES: ,I 1. ALL SURFACES ADJACENT TO THE BUILDING PERIMETER ARE TO SLOPE AND DRAIN AWAY FROM THE BUILDING. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO builders INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY. 3. PROVIDE EROSION CONTROL MEASURES DURING CONSTRUCTION AS REQUIRED BY THE GOVERNING AUTHORITY. 4. CONTRACTOR TO VERIFY WITH GOVERNING AUTHORITY ALL Z SETBACKS AND EXISTING EASEMENTS. Atllust fence 10 ensure O Swale Grains property 5. INFORMATION ON THIS PLAN COME DIRECTLY FROM THE LAND W SURVEY PLAT DATED 02/26/2021 BY RUSSELL SURVEYING. 6. ALL INFORMATION SHOWN OUTSIDE OF THE PROPERTY LINES IS FOR GRAPHIC REPRESENTATION ONLY, RE: LAND SURVEY PLAT Z LL (LSP), FOR INFORMATION. (E) ]. PROPERTY IS NOT SQUARE. VERIFY ALL FOUNDATION DIMENSIONS PRIOR TO POURING FOUNDATION. VERIFY 5420.40' _ FOUNDATION FITS WITHIN PROPERTY SETBACKS. 0 b are oar O tlela eAnA to dire0 mol mrroR away tram all a RUN d- in propany (IVP.) MSK 111312022 w ry ZONING INFORMATION: 0 ZONING - R-3 O � TOTAL LOT SIZE -10,038 S.F. NORTH LOT SIZE = 4,370 S.F. MAXIMUM ALLOWABLE BUILDING COVERAGE = 4,370 x40%=1,]48 S.F. NORTH UNIT (3214 FENTON ST) PROPOSED HOUSE 1,225 S.F. PROPOSED GARAGE 465 S.F. FRONT COVERED PATIO 44 S.F. SIDEWALK TO GARAGE 65 S.F. DRIVEWAY 402 S.F. REAR PATIO 199 S.F. PROPOSED BUILDING COVERAGE NORTH LOT 1,734 S.F. (39.7%) PROPOSED IMPERVIOUS COVERAGE NORTH LOT 2,400 S.F. (54.9%) SOUTH LOT SIZE = 5,668 S.F. MAXIMUM ALLOWABLE BUILDING COVERAGE = 5,668 X 40%= 2,267 S.F. SOUTH UNIT (5]85 W 32ND AVE) PROPOSED HOUSE 1,282 S.F. PROPOSED GARAGE 4]] S.F. FRONT COVERED PATIO 188 S.F. SIDEWALK TO GARAGE 46 S.F. DRIVEWAY 401 S.F. FRONT SIDEWALK 100 S.F. �- REAR PATIO 139 S.F. REAR COVERED PATIO 96 S.F. PROPOSED BUILDING COVERAGE SOUTH LOT 2,043 S.F. (36.0%) PROPOSED BUILDING US COVERAGE COVERAGE LO LOT 2,729 S.F.(36.1%) " BUILDING COVERAGE INCLUDES THE HOUSE, GARAGE, AND ALL COVERED PATIOS. AREA ET EXISTING GRASS CONCRETE EXISTING RE WALK) ONCRETE CURB J 1 1 W. 32ND AVENUE , 1 ------------- .GAS ----------------------------------------------------- J------- 1 _____________________________________ Ewiq Cmum - _____ _______.SEW___________________________________________________ , _L_____________________________________ ________________________________.WATER________________________________________i_________________________________________ mreumeama. Neu tie mi"':. SWALE DETAIL Ai Nn9u ,I builders VJ Z O W Z 0 Lu Z LL st U W Q In W U) ' 1' LL w 16A.6 to 0 >w_ M J LL> O Co l.n U 08-05-2021 FOR PERMIT 11-10.2021 ZONING COMMENTS ARCH SITE PLAN Project Number: 2021.03 Date 11-10-2021 Drawn By MM A-101 ti 0 W heat,Pv U � w 9V0P pN`s Interior partitions erected on concrete slab on grade must deal with deflection and slab movement. Enclosed accessible spaces under stairs shall comply with code section R302.7 Fire Blocking and Draft Stopping shall be installed in Concealed space per R302.11 & R302.12 1 st Floor fire protection of floors shall comply with R302.13 Bathroom lighting ventilation shall comply with R303.3 Bathtub and shower spaces per R307.2 and P2710 Showers shall comply with P2708 Minimum Ceiling height shall be 7' or accordance with section R305.1 R305A.1 Fixtures in a bathroom Shall meet the minimum Space required per R307.1 & P2705.1 Emergency Escape shall comply with 8310 Stair Handrail shall comply with R311.7.8 and guards shall comply wi R312.1 Smoke Alarms shall comply with R314.2.2 Carbon Monoxide Alarms shall comply with R315.2.2 Glazing and wet surfaces R308.4.5 A-603 A-604 MAN INA wit RAW builders VJ z O 2,•-T Z LU 9.46112" Z LL 21'-710 actU 12'-0' W ANN Q In W S VJ 00 W W N 1� Q Q 0W >2 M J LL> O to >NNA DO to U 00-0.5-2021 FOR PERMIT 16'-31/2' NO BASEMENT PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-200 7•-0•• v & 41/2" 21 4^ O UP O BU � It N4�hiis � a sump 101 W. -ax w y _a UTILITY u8 KOM '85F " Combustion, ventilation, UNEXCAVATED UP and dilution air per G2407 W Y XtC NFURNACE 15 ME 2•.9• ,5 10•' 20'-9•' 8' 5'-7314' 6 14'-11/4•• - 8'-71/2•• 151 3112-NNm BATHRO b 4" 8 X INN _P ry 2.8•X6•_8• 51-41 UTILITY e ' 6'-9" CT 2" PUMP STORAGE FAMILY ROOM CL SET =2'6"X6•-8" O a I� n N BEDROOM 3 112" � m 3•-0•• �i 5'-4" 6" 4" 15'-11 1/2' n 31/2' 3112" L____ _Q 31/2" 4•' 1 1 ® ,. _ iN N N P.1.. i i i P 3'-11 112" (7) RISERS @ 7.3•• EA AN 4" Al Al TREADS @ 10' EA 6) ENTERTAINMENT O AREA FAMILY ROOM 4 UP ♦] Aor�1 8 RISERS A4S02 73••EN 1 (7) TREADS @ 0' EA 4111 +bp OC > 9 2'-8" X6 5 ATH M ® 07 UNEXCAVATED - m 10" n 20'-9•• W T-101' 2'-1" X m 12'8•' i Pump T-8112" u NE 31/2" 31/2"� w 31/2" 04" SET - FroW Ab01 C 15 �g --- --- UTIILITY 15 T BEDROOM nsr w 14 5'-0114" ® r'uRNece -_ CO nair protection oY and tlilution air per G2407 dilutionper G24, - - III floors 8302.13 sump 1 17 18 1. O•• I Pump ,0" 10' Y 4'-0' 4'-6" 3'b" 22'-7• e'8" 7-11 s -s^ 7-w" 12'_0' NO NO 84'&' NO 1 BASEMENT PLAN FLOOR PLAN GENERAL NOTES: 1. AT LAUNDRY ROOM, PROVIDE WASHER WALL BIBB, FLOOR DRAIN AND PAN. PROVIDE DRYER EXHAUST AT WALL. 2. VERIFY ALL KITCHEN, UTILITY AND BATH ACCESSORIES(I.E. PAPER TOWEL HOLDERS, WALL MOUNTED KITCHEN ACCESSORIES, TOWEL BARS, TOILET PAPER HOLDERS, ETC...) PROVIDE 2X SOLID BLOCKING FOR MOUNTING. 3. ALL DOORS OFFSET 4112' FROM WALL ON HINGE SIDE UNLESS OTHERWISE NOTED, OR CENTERED IN WALL. ALL INTERIOR DOORS ARE TYPE (C) UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS TO EXTERIOR WALLS ARE FACE OF STUD. ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED. & ALL WOOD MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND SHALL BE PROTECTED AGAINST NATURAL DECAY AND COMPLY W ITH 8317.1. 6. ATTIC ACCESS SHALL COMPLY WITH 8607.1 & 1305.1.3. THE ROUGH -FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCTION. WHERE ITHE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. FLOOR PLAN KEY NOTES: 1O WOOD LAP SIDING; RE: EXTERIOR ELEVATIONS O BRICK VENEER SYSTEM, RE: EXTERIOR ELEVATIONS O PREFABRICATED WOOD STAIR, RE: STAIR SECTIONS 11 A-602 & 11 A-604 4O METAL GUARDRAIL SYSTEM, 36" HIGH MINIMUM 5O LINE OF ROOF ABOVE © 2ND FURNACE LOCATION O RECESSED NICHE FOR TV ABOVE FIREPLACE ODIRECT VENT GAS FIREPLACE, SIZE & SPEC TO BE DETERMINED 9O WINDOW WELL WALL SYSTEM &UDDER 10 CONCRETE SLAB ON GRADE 11 WASHER (OWNER PROVIDED) 12 DRYER (OWNER PROVIDED) 13 SHOWER BENCH 14 RECESSED SHOWER NICHE, 32' WIDE X 16" HIGH 15 PLUMBING FIXTURE, TO BE SELECTED 16 ATTIC ACCESS - MIN. 22•X 30" 1Q TANKLESS GAS WATER HEATER UNIT 18 FLOOR DRAIN DECORAT19 3GH MINIMUM BOVE ARD HIRAILINGTO MATCH STAIR RAILING, ® BOARD& BATTEN WOOD SIDING 21 PROVIDE ROD & SHELF IN CLOSET ® PROVIDE BUILT-IN SHELVES IN CLOSET Q HALF -WALL WITH METAL PARAPET WALL CAP ©q PRE -FINISHED METAL GUTTER WITH DOWNSPOUT 25 EXTERIOR WALL BELOW ®TEAK WOOD DECK PANELS OVER WALKABLE SURFACE 60 MIL EPDM FULLY ADHERED ROOF MEMBRANE ©ASPHALT SHINGLE ROOF SYSTEM OVER PRE- ENGINEERED ROOF TRUSSES ® WOOD WRAPPED INTERIOR STEEL COLUMN ® FURR-OUT EXTERIOR WALL WITH 2X4 WALL GARAGE/ RESIDENCE SEPARATION TO COMPLY WITH ® IRC SECTIONS R302.5.1 THROUGH R302 5.3 AND TABLE R302.6. GARAGE RESIDENCE SEPARATION WALLS TO HAVE 112'• (MIN) TYPE X GYPSUM BOARD BOTH SIDES. ANY PENETRATIONS THROUGH THE SEPARATION SHALL BE PROTECTED BY FILLING THE OPENING AROUND THE PENETRATING ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND SMOKE. GARAGE/RESIDENCE SEPARATION CEILING TO HAVE 5/8" (MIN) TYPE X GYPSUM BOARD. PROVIDE INSULATION IN WALLS AND CEILING TO COMPLY WITH IECC THERMAL BARRIER 31 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE SEPARATED WITH MIN. 112" GYP BD ON WALLS AND UNDERSIDE OF STAIRS PER SECTION R302.7. Q2 METAL ROOFING 33 LINE OF DECK ABOVE ®6X6 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM RAW builders VJ z O W ~ Z LU Z LL actU W ANN Q In W VJ 00 W W N 1� Q Q 0W >2 M J LL> O to >NNA DO to U 00-0.5-2021 FOR PERMIT BASEMENT PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-200 Fire Blocking and Draft Stopping shall be installed in concealed spaces per 19'-21/7 R302.11 & R302.12. 10" EA '_ METER _ Minimum Ceiling height Shall be 7' or accordance with Section R305.1.1. n . Sit.. ? r Bathroom fixtures shall have proper clearances and spacing per code section NEW .. 2 Z R307 & P2705.1. r I CONCRETE Bathroom lighting shall comply with code section R303.3 and bathroom ELECTRIOAL ' --- PATIO' m Dwelling - Garage ventilation shall comply with code section R303.4. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per T6' SITS HE Not less than 5/8 -Inch R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the Type X gypsum board or 5,121.90y .:.ril 5,122.40p,.. bottom of the stairs per R308.4.7. WLL W rooms above the garage. (A 3) '-0" N I. V Q GARAGE w 0 Smoke Alarms shall comply with R314. >_ w M r Carbon Monoxide Alarms Shall comply with R315 t 2 1WIT Emergency escape and egress shall comply with 8310 ? a Co Domestic cooking exhaust equipment Shall comply with code section M1503.1. to U Makeup air required M1503.6.1 exhaust systems capable of exhausting more 08-0.5-2021 FOR PERMIT 21'-0" than 400 cubic feet per minute shall be mechanically or passively provide with 1ST FLOOR makeup air at a rate approximately equal to the exhaust air rate. Such makeup _ air systems shall be equipped with no fewer than one damper complying with r Date 8-5-2021 section M1503.6.2 Drawn By KAM - Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or q NEW: . 31/2' y 2434.1-2434.2 depending on the application. Please provide the inspector the . li CONCRETEt ti installation instructions at time of inspection. DRIVEWAY'. 4'4" _ Bathtub and Shower Spaces Shall comply with R307.2 Y Showers Shall Comply with P2708 Shower control valves shall comply with P2708.4 Dwelling - Garage 15 O 1 L Separation Table 302.6, '. .' .UP'' r..'. (2) R ,r 30'-5112" 19'-21/7 ELECTRICAL 10" EA '_ METER _ r n . Sit.. ? r t NEW .. 2 Z r I CONCRETE 10"EA ELECTRIOAL ' o PATIO' m Dwelling - Garage UP 0 T6' SITS HE Not less than 5/8 -Inch Type X gypsum board or 5,121.90y .:.ril 5,122.40p,.. In WLL W rooms above the garage. (A 3) '-0" N I. V Q GARAGE w 0 ma >_ w M LL t 2 1WIT SLOPE a Co 5-0 to U 08-0.5-2021 FOR PERMIT 21'-0" 1ST FLOOR 6'-1" w 5•E" Project Number: 2021.03 Date 8-5-2021 Drawn By KAM 5112" O POWDER 31/2' y li (el RISE 4'4" (7)TREI 30'-5112" 19'-21/7 ELECTRICAL 10" EA '_ METER n ? r VJ Z O n UP 10"EA ELECTRIOAL o PANEL m Dwelling - Garage 'atU Separation Table 302.6, AWi HE Not less than 5/8 -Inch Type X gypsum board or equivalent from habitable WLL W rooms above the garage. N I. V Q GARAGE w 0 ma >_ w M LL H 1WIT SLOPE X Co 10 to U Pslrm T-0' x ON FOYER T-1' 8'-81/7 u 21'-11 6' 2' -9" ,- 4'E' 3'-8" 14'-31/2" 4'0" B'-1' O 4 UPm b F-2" Lf^- I @ PANTRY /11h 5,122 90 KOA 17 N I UP UP r -6'X6'-8" CL ET @F V-71/2" 3 3 l2" MUD ROOM (G) 7E' X V -8 - ON ma X iV-3 116" 1 1ST FLOOR PLAN SCALE: 114- = VmEy UP - - 1111/4" 51/2" (2)R 70".': 5 .. 5T-5". -310 liry � 15 _e-ao qw - 2nE 1/2 KRCHEN F m EE O o 0 0 2fM ill" ctl KITCHEN tD Fell 1/2' 3 WING ROOM 1s If „ 4� 2 5' 1' A-502 P ,m Makeup air required M1503 6.1 exhaust systems capable of exha stiig more �. tan 400 cubic feet per minute shall be DINING ROOM mechanically or Passively provide with q makeup air al a rate approximately equal to the exhauster rote Such makeup al II I systems shall ba equipped with not fewer \�` AQ than One damper complying with sectio M1503 6 2 3Pars �Iw s0' DEEP RI r N -"31/2 required M1503.6.1 makeupexhaust air rate. approximately.Such equal the exhaust air rate. Such makeup air systems shall be equipped with not lewer than one damper complying Wth section DINING ROOM M1503.6.2 III 4'-81/2' A FLOOR PLAN GENERAL NOTES: 1. AT LAUNDRY ROOM, PROVIDE WASHER WALL BIBB, FLOOR DRAIN AND PAN. PROVIDE DRYER EXHAUST AT WALL. 2. VERIFY ALL KITCHEN, UTILITY AND BATH ACCESSORIES H.E. PAPER TOWEL HOLDERS, WALL MOUNTED KITCHEN ACCESSORIES, TOWEL BARS, TOILET PAPER HOLDERS, ETC...) PROVIDE 2X SOLID BLOCKING FOR MOUNTING. 3. ALL DOORS OFFSET 4117 FROM WALL ON HINGE S1DE UNLESS OTHERWISE NOTED, OR CENTERED IN WALL. ALL INTERIOR DOORS ARE TYPE (C) UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS TO EXTERIOR WALLS ARE FACE OF STUD. ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED, & ALL WOOD MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND SHALL BE PROTECTED AGAINST NATURAL DECAY AND COMPLY WITH R317.1. 6. ATTIC ACCESS SHALL COMPLY WITH R80].1 Is M1305.1.3. THE ROUGH -FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCTION. WHERE ITHE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. FLOOR PLAN KEY NOTES: iO WOOD LAP SIDING; RE: EXTERIOR ELEVATIONS O BRICK VENEER SYSTEM, RE: EXTERIOR ELEVATIONS O PREFABRICATED WOOD STAIR, RE: STAIR SECTIONS 1/A-602 & 1/A-604 4O METAL GUARDRAIL SYSTEM, 36' HIGH MINIMUM 5!5 LINE OF ROOF ABOVE © 2ND FURNACE LOCATION O RECESSED NICHE FOR TV ABOVE FIREPLACE ODIRECT VENT GAS FIREPLACE, SIZE & SPEC TO BE DETERMINED WINDOW WELL WALL SYSTEM &LADDER 10 CONCRETE SLAB ON GRADE 11 WASHER (OWNER PROVIDED) 12 DRYER(OWNER PROVIDED) 13 SHOWER BENCH 14 RECESSED SHOWER NICHE, 32' WIDE X 16" HIGH 15 PLUMBING FIXTURE, TO BE SELECTED i6 ATTIC ACCESS - MIN. 22"X30" 1] TANKLESS GAS WATER HEATER UNIT 18 FLOOR DRAIN 19 DECORATIVE GUARD RAILING TO MATCH STAIR RAILING, 38' HIGH MINIMUM ® BOARD& BATTEN WOOD SIDING ®1 PROVIDE ROD &SHELF IN CLOSET ® PROVIDE BUILT-IN SHELVES IN CLOSET HALF -WALL WITH METAL PARAPET WALL CAP PRE -FINISHED METAL GUTTER WITH DOWNSPOUT 25 EXTERIOR WALL BELOW ®TEAK WOOD DECK PANELS OVER WALKABLE SURFACE SO MIL EPDM FULLY ADHERED ROOF MEMBRANE ASPHALT SHINGLE ROOF SYSTEM OVER PRE- ENGINEERED ROOF TRUSSES WOOD WRAPPED INTERIOR STEEL COLUMN ® FURR-OUT EXTERIOR WALL WITH 2X4 WALL ®GARAGE( RESIDENCE SEPARATION TO COMPLY WITH IRC SECTIONS R302.5.1 THROUGH R302.5.3 AND TABLE R302.6. GARAGE/ RESIDENCE SEPARATION WALLS TO HAVE 112" (MIN) TYPE X GYPSUM BOARD BOTH SIDES. ANY PENETRATIONS THROUGH THE SEPARATION SHALL BE PROTECTED BY FILLING THE OPENING AROUND THE PENETRATING ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND SMOKE. GARAGE42ESIDENCE SEPARATION CEILING TO HAVE 5/8•• (MIN) TYPE X GYPSUM BOARD. PROVIDE INSULATION IN WALLS AND CEILING TO COMPLY WITH IECC THERMAL BARRIER ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE SEPARATED WITH MIN. 1120 GYP BD ON WALLS AND UNDERSIDE OF STAIRS PER SECTION R302.7. © METAL ROOFING © LINE OF DECK ABOVE ®61 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM NAMAN 10" EA '_ ].3'•E 7. TREE ADS @ n ? r VJ Z O n UP 10"EA i^u ON Z LL 'atU AWi W Q N UJ WLL W N I. V Q w 0 >_ w M LL 3:O X Co to U 08-0.5-2021 FOR PERMIT 21'-0" 1ST FLOOR 6'-1" w 5•E" Project Number: 2021.03 Date 8-5-2021 Drawn By KAM 5112" r POWDER 31/2' T-0' Y Dwelling - Garage 15 O 1 L Separation Table 302.6, Not less than 5/8 -inch F " t �. Type X gypsum board or �' _� CLOSEI equivalent from habitable m toz SLOPE ' : _ rooms above the garage. NEW - g, IS A CONCRETE CARTAGE X19. DRIVEWAY. m ryk+ 0 0 0 . t %o w IM IT 10 SLOPE FOYER 1. . AEm --' Jill its HB W N Up zi d 40 2 do X5422 h 2 Up .: r.O 4'-10" T.En 4E'_ 4-8' 3'-11" a . 5 (.� NEW CONCRETE.- -.PATIO - 542190 iV-3 116" 1 1ST FLOOR PLAN SCALE: 114- = VmEy UP - - 1111/4" 51/2" (2)R 70".': 5 .. 5T-5". -310 liry � 15 _e-ao qw - 2nE 1/2 KRCHEN F m EE O o 0 0 2fM ill" ctl KITCHEN tD Fell 1/2' 3 WING ROOM 1s If „ 4� 2 5' 1' A-502 P ,m Makeup air required M1503 6.1 exhaust systems capable of exha stiig more �. tan 400 cubic feet per minute shall be DINING ROOM mechanically or Passively provide with q makeup air al a rate approximately equal to the exhauster rote Such makeup al II I systems shall ba equipped with not fewer \�` AQ than One damper complying with sectio M1503 6 2 3Pars �Iw s0' DEEP RI r N -"31/2 required M1503.6.1 makeupexhaust air rate. approximately.Such equal the exhaust air rate. Such makeup air systems shall be equipped with not lewer than one damper complying Wth section DINING ROOM M1503.6.2 III 4'-81/2' A FLOOR PLAN GENERAL NOTES: 1. AT LAUNDRY ROOM, PROVIDE WASHER WALL BIBB, FLOOR DRAIN AND PAN. PROVIDE DRYER EXHAUST AT WALL. 2. VERIFY ALL KITCHEN, UTILITY AND BATH ACCESSORIES H.E. PAPER TOWEL HOLDERS, WALL MOUNTED KITCHEN ACCESSORIES, TOWEL BARS, TOILET PAPER HOLDERS, ETC...) PROVIDE 2X SOLID BLOCKING FOR MOUNTING. 3. ALL DOORS OFFSET 4117 FROM WALL ON HINGE S1DE UNLESS OTHERWISE NOTED, OR CENTERED IN WALL. ALL INTERIOR DOORS ARE TYPE (C) UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS TO EXTERIOR WALLS ARE FACE OF STUD. ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED, & ALL WOOD MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND SHALL BE PROTECTED AGAINST NATURAL DECAY AND COMPLY WITH R317.1. 6. ATTIC ACCESS SHALL COMPLY WITH R80].1 Is M1305.1.3. THE ROUGH -FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCTION. WHERE ITHE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. FLOOR PLAN KEY NOTES: iO WOOD LAP SIDING; RE: EXTERIOR ELEVATIONS O BRICK VENEER SYSTEM, RE: EXTERIOR ELEVATIONS O PREFABRICATED WOOD STAIR, RE: STAIR SECTIONS 1/A-602 & 1/A-604 4O METAL GUARDRAIL SYSTEM, 36' HIGH MINIMUM 5!5 LINE OF ROOF ABOVE © 2ND FURNACE LOCATION O RECESSED NICHE FOR TV ABOVE FIREPLACE ODIRECT VENT GAS FIREPLACE, SIZE & SPEC TO BE DETERMINED WINDOW WELL WALL SYSTEM &LADDER 10 CONCRETE SLAB ON GRADE 11 WASHER (OWNER PROVIDED) 12 DRYER(OWNER PROVIDED) 13 SHOWER BENCH 14 RECESSED SHOWER NICHE, 32' WIDE X 16" HIGH 15 PLUMBING FIXTURE, TO BE SELECTED i6 ATTIC ACCESS - MIN. 22"X30" 1] TANKLESS GAS WATER HEATER UNIT 18 FLOOR DRAIN 19 DECORATIVE GUARD RAILING TO MATCH STAIR RAILING, 38' HIGH MINIMUM ® BOARD& BATTEN WOOD SIDING ®1 PROVIDE ROD &SHELF IN CLOSET ® PROVIDE BUILT-IN SHELVES IN CLOSET HALF -WALL WITH METAL PARAPET WALL CAP PRE -FINISHED METAL GUTTER WITH DOWNSPOUT 25 EXTERIOR WALL BELOW ®TEAK WOOD DECK PANELS OVER WALKABLE SURFACE SO MIL EPDM FULLY ADHERED ROOF MEMBRANE ASPHALT SHINGLE ROOF SYSTEM OVER PRE- ENGINEERED ROOF TRUSSES WOOD WRAPPED INTERIOR STEEL COLUMN ® FURR-OUT EXTERIOR WALL WITH 2X4 WALL ®GARAGE( RESIDENCE SEPARATION TO COMPLY WITH IRC SECTIONS R302.5.1 THROUGH R302.5.3 AND TABLE R302.6. GARAGE/ RESIDENCE SEPARATION WALLS TO HAVE 112" (MIN) TYPE X GYPSUM BOARD BOTH SIDES. ANY PENETRATIONS THROUGH THE SEPARATION SHALL BE PROTECTED BY FILLING THE OPENING AROUND THE PENETRATING ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND SMOKE. GARAGE42ESIDENCE SEPARATION CEILING TO HAVE 5/8•• (MIN) TYPE X GYPSUM BOARD. PROVIDE INSULATION IN WALLS AND CEILING TO COMPLY WITH IECC THERMAL BARRIER ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE SEPARATED WITH MIN. 1120 GYP BD ON WALLS AND UNDERSIDE OF STAIRS PER SECTION R302.7. © METAL ROOFING © LINE OF DECK ABOVE ®61 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM NAMAN builders VJ Z O W Z LU Z LL 'atU W Q N UJ WLL W N I. V Q w 0 >_ w M LL 3:O Co to U 08-0.5-2021 FOR PERMIT 1ST FLOOR PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-201 Fire Blocking and Draft Stopping shall be installed in c spaces per R302.11 & R302.12. Minimum Ceiling height shall be Tor accordance with R305.1.1. Bathroom fixtures shall have proper clearances and s( code section R307 & P2705.1. Bathroom lighting shall comply with code section R30: bathroom ventilation shall Comply with Code section R: Safety Glazing: glazing adjacent to doors per R308.4.; in windows per R308.4.3, glazing at wet surfaces per I and glazing adjacent to the bottom of the stairs per R3 Smoke Alarms shall Comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R311 Domestic cooking exhaust equipment shall comply wit section M1503.1. Bathtub and shower spaces shall comply with R307.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 1 2ND FLOOR PLAN SCALE 4 FLOOR PLAN GENERAL NOTES: 1. AT LAUNDRY ROOM, PROVIDE WASHER WALL BIBB, FLOOR DRAIN AND PAN. PROVIDE DRYER EXHAUST AT WALL. 2. VERIFY ALL KITCHEN, UTILITY AND BATH ACCESSORIES(I.E. PAPER TOWEL HOLDERS, WALL MOUNTED KITCHEN ACCESSORIES, TOWEL BARS, TOILET PAPER HOLDERS, ETC...) PROVIDE 2X SOLID BLOCKING FOR MOUNTING. S. ALL DOORS OFFSET 41Y2' FROM WALL ON HINGE SIDE UNLESS OTHERWISE NOTED, OR CENTERED IN WALL. ALL INTERIOR DOORS ARE TYPE (C) UNLESS OTHERWISE NOTED, 4. ALL DIMENSIONS TO EXTERIOR WALLS ARE FACE OF STUD. ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD. UNLESS OTHERWISE NOTED. 5. ALL WOOD MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8' FROM EXPOSED GROUND SHALL BE PROTECTED AGAINST NATURAL DECAY AND COMPLY WITH R317A1 6. ATTIC ACCESS SHALL COMPLY WITH R807.1 & M1305.1.3. THE ROUGH -FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES By 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCTION. WHERE THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE W INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. Itl4P]:119 L1; I C747:GLI=&I 1Q WOOD LAP SIDING; RE: EXTERIOR ELEVATIONS BRICK VENEER SYSTEM, RE: EXTERIOR ELEVATIONS O PREFABRICATED WOOD STAIR, RE: STAIR SECTIONS 1/ A-602 & 1/ AE ® METAL GUARDRAIL SYSTEM, 36' HIGH MINIMUM O LINE OF ROOF ABOVE © 2ND FURNACE LOCATION OT RECESSED NICHE FOR TV ABOVE FIREPLACE ©DIRECT VENT GAS FIREPLACE, SIZE & SPEC TO BE DETERMINED O9 WINDOW WELL WALL SYSTEM &LADDER 10 CONCRETE SLAB ON GRADE 11 WASHER (OWNER PROVIDED) 12 DRYER (OWNER PROVIDED) 13 SHOWER BENCH 14 RECESSED SHOWER NICHE, 32' WIDE X 16' HIGH 1© PLUMBING FIXTURE, TO BE SELECTED 18 ATTIC ACCESS - MIN. 22'X30' 1© TANKLESS GAS WATER HEATER UNIT 16 FLOOR DRAIN 1S DECORATIVE GUARD RAILING TO MATCH STAIR RAILING, 36' HIGH MINIMUM ©0 BOARD& BATTEN WOOD SIDING ®1 PROVIDE ROD & SHELF IN CLOSET ®2 PROVIDE BUILT-IN SHELVES IN CLOSET ®3 HALF -WALL WITH METAL PARAPET WALL CAP ® PRE -FINISHED METAL GUTTER WITH DOWNSPOUT EXTERIOR WALL BELOW ©TEAK WOOD DECK PANELS OVER WALKABLE SURFACE 60 MIL EPDM FULLY ADHERED ROOF MEMBRANE ASPHALT SHINGLE ROOF SYSTEM OVER PRE- ENGINEERED ROOF TRUSSES ®8 WOOD WRAPPED INTERIOR STEEL COLUMN ®0 FURR-OUT EXTERIOR WALL WITH 2X4 WALL GARAGE/ RESIDENCE SEPARATION TO COMPLY WITH IRC SECTIONS R302.5. 1 THROUGH R302.5.3 AND TABLE R302.6. GARAGE/ RESIDENCE SEPARATION WALLS TO HAVE 1/2' (MIN) TYPE X GYPSUM BOARD BOTH SIDES. ANY PENETRATIONS THROUGH THE SEPARATION SHALL BE PROTECTED BY FILLING THE OPENING AROUND THE PENETRATING ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND SMOKE. GARAGE/RESIDENCE SEPARATION CEILING TO HAVE 5/8 -(MIN) TYPE X GYPSUM BOARD. PROVIDE INSULATION IN WALLS AND CEILING TO COMPLY WITH IECC THERMAL BARRIER ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE SEPARATED WITH MIN. 1/2' GYP BD ON WALLS AND UNDERSIDE OF STAIRS PER SECTION R3017 ® METAL ROOFING LINE OF DECK ABOVE ®6X6 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM ,I builders VJ Z O W Z LU Z LL � U W Q N /Wry U) WLL W N I. V Q Q 0W >2 M J LL> O C to U 013 .-2021 FOR PERMIT 2ND FLOOR PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-202 0 W heat,Pv U 161, w e 0 ��dng OMs c 4 BASEMENT REFLECTED CEILING PLAN ' SCALE: IW =1'-0' SYMBOL LEGEND: C� WALL MOUNTED LIGHT FIXTURE (9-�O VANITY LIGHT FIXTURE RECESSED DOWNLIGHT DECORATIVE CHANDELIER DECORATIVE PENDANT MOUNTED FIXTURE l ` DECORATIVE/ CEILING MOUNTED FIXTURE STD SMOKE DETECTOR CD CARBON MONOXIDE DETECTOR WPQ WATERPROOF/ MOISTURE RECESSED FIXTURE UQ KEYLESS UTILITY LIGHT FIXTURE EXHAUST FAN (50 CFM) CEILING FAN WITH LIGHT D1'X4' FLUORESCENT LIGHT FIXTURE CEILING GENERAL NOTES: 1. ALL VERTICAL DIMENSIONS NOTED ARE ABOVE FINISH FLOOR (A.F.F.) 2. LIGHT FIXTURES, DIFFUSERS, GRILLS TO BE CENTERED BETWEEN WALLS AND CASEWORK UNLESS OTHERWISE NOTED. 3. REFER TO ELECTRICAL DRAWINGS FOR ATTIC LIGHTING REQUIREMENTS 4. CROSS REFERENCE REFLECTED CEILING PLANS WITH ELECTRICAL AND MECHANICAL, NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 5. FLOOR AND/ OR ROOF FRAMING MAY HAVE TO BE ADJUSTED FOR LIGHT PLACEMENT, FIELD VERIFY FRAMING AND LIGHTING LOCATIONS. 6. VERIFY ALL DIMENSIONS TO LIGHTS IN CLOSETS TO MEET CURRENT ELECTRICAL CODE. ALL CLOSET LIGHTS TO BE LOW VOLTAGE WITH LENS COVER AS REQUIRED TO MEET CODE. T. COORDINATE ELECTRICAL LOCATIONS WITH PLUMBING, MECHANICAL AND CABINET SUBCONTRACTORS PRIOR TO LIGHT ROUGH IN. LIGHT FIXTURES ARE REQUIRED TO BE CENTERED ON PLUMBING FIXTURES AS SHOWN. CEILING KEY NOTES: ilD PAINTED GYPSUM BOARD CEILING, PROVIDE MOISTURE RESISTANT IN WET LOCATIONS Q STAINED WOOD SOFFIT BOARD 3O VENTILATION HOOD !� ELECTRIC GARAGE DOOR OPENER O OPEN TO STRUCTURE © CONTINUOUS PREFINISHED METAL GUTTER GYP. BD. WRAPPED STEEL COLUMN BO ATTIC ACCESS - MIN.=X 30" OGARAGEIRESIDENCE SEPARATION CEILING TO HAVE S(8-(MIN)TYPE X GYPSUM BOARD, COMPLY WITH R302.6.. CEILING TO BE INSULATED WITH RM INSULATION TO COMPLY WITH IECC THERMAL BARRIER. DUPLEXOUTLET �S SWITCH DUPLEX OUTLET QUADPLEXOUTLET OGFCI GROUND FAULT CIRCUIT INTERRUPT WP WATERPROOF OUTLET 220V OUTLET 4 THERMOSTAT AT 60-A.F.F. i TELEPHONE OUTLET 14GAS GAS LINE VALVE JUNCTION BOX © CHIME/ DOORBELL COAXIAL CABLE/ TELEVISION SWITCH W 3 -WAY SWITCH DIMMER SWITCH UC UNDER CABINET LIGHTING SHB HOSE BIBB 1. ALL VERTICAL DIMENSIONS NOTED ARE ABOVE FINISH FLOOR (A.F.F.) 2. LIGHT FIXTURES, DIFFUSERS, GRILLS TO BE CENTERED BETWEEN WALLS AND CASEWORK UNLESS OTHERWISE NOTED. 3. REFER TO ELECTRICAL DRAWINGS FOR ATTIC LIGHTING REQUIREMENTS 4. CROSS REFERENCE REFLECTED CEILING PLANS WITH ELECTRICAL AND MECHANICAL, NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 5. FLOOR AND/ OR ROOF FRAMING MAY HAVE TO BE ADJUSTED FOR LIGHT PLACEMENT, FIELD VERIFY FRAMING AND LIGHTING LOCATIONS. 6. VERIFY ALL DIMENSIONS TO LIGHTS IN CLOSETS TO MEET CURRENT ELECTRICAL CODE. ALL CLOSET LIGHTS TO BE LOW VOLTAGE WITH LENS COVER AS REQUIRED TO MEET CODE. T. COORDINATE ELECTRICAL LOCATIONS WITH PLUMBING, MECHANICAL AND CABINET SUBCONTRACTORS PRIOR TO LIGHT ROUGH IN. LIGHT FIXTURES ARE REQUIRED TO BE CENTERED ON PLUMBING FIXTURES AS SHOWN. CEILING KEY NOTES: ilD PAINTED GYPSUM BOARD CEILING, PROVIDE MOISTURE RESISTANT IN WET LOCATIONS Q STAINED WOOD SOFFIT BOARD 3O VENTILATION HOOD !� ELECTRIC GARAGE DOOR OPENER O OPEN TO STRUCTURE © CONTINUOUS PREFINISHED METAL GUTTER GYP. BD. WRAPPED STEEL COLUMN BO ATTIC ACCESS - MIN.=X 30" OGARAGEIRESIDENCE SEPARATION CEILING TO HAVE S(8-(MIN)TYPE X GYPSUM BOARD, COMPLY WITH R302.6.. CEILING TO BE INSULATED WITH RM INSULATION TO COMPLY WITH IECC THERMAL BARRIER. ,I builders V) Z O W z 0 Lu Z LL � U W Q N W U) vJ ' 1' LL 6N6.1 w 1� Q Q 0W >_ M J LL> O C Lo W6 -2021 FOR PERMIT BASEMENT REFLECTED CEILING PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-300 C! 11 6'4" 4'-01/2' O 2.-0. w W 0 w w a w O O O O 4'-6' I 4'6" 1 4'6" 4'-0' n LIVING ROOM O DINING ROOM H� w O w EQ EQ 1 EQ EO w O - DINING ROOM 0-7 w SYMBOL O O O O ® O O DUPLEX OUTLET S EQ EO VANITY LIGHT FIXTURE I SWITCH DUPLEX OUTLET O RECESSED DOWNLIGHT 5' 6" 5'-6" 51-61? O 1O O 4GFCI GROUND FAULT CIRCUIT INTERRUPT 0 DECORATIVE CHANDELIER 4Wp N � U W W Q Y 0' O 22OV OUTLET DECORATIVE PENDANT MOUNTED FURORE POWDER RM O 0W THERMOSTAT AT 60"A.F.F. O O O 8D CD O = TELEPHONE OUTLET T ® F+ GAS GAS LINE VALVE $D SMOKE DETECTOR CD L__ X-6' 22 CARBON MONOXIDE DETECTOR Q EQ EO V 3'6" GARAGE y, CHIMELL r a III O Of W s' -o' O, 1-a O O O §? O O O SWITCH Date 8-5-2021 v Eg r O A-301 O 9'-0' PANTRY wT DIMMER SWITCH u WP UC UNDER CABINET LIGHTING O .� ____________________________________ CEILING FAN WITH LIGHT HE HOSE BIBB D1'X4' O O ENING ROOM w 2 N O DINING ROOM H� w O w EQ EQ 1 EQ EO w O - DINING ROOM 0-7 w SYMBOL LEGEND: I �w 8. 4 WALL MOUNTED LIGHT FIXTURE builders DUPLEX OUTLET S EQ EO VANITY LIGHT FIXTURE I SWITCH DUPLEX OUTLET O RECESSED DOWNLIGHT 5' 6" 5'-6" 51-61? O 1O O 4GFCI GROUND FAULT CIRCUIT INTERRUPT DECORATIVE CHANDELIER 4Wp N � U W W Q Y 0' O 22OV OUTLET DECORATIVE PENDANT MOUNTED FURORE 1� Q Q 0W THERMOSTAT AT 60"A.F.F. O O O 8D CD O = TELEPHONE OUTLET T WP F+ GAS GAS LINE VALVE $D SMOKE DETECTOR CD L__ X-6' 22 CARBON MONOXIDE DETECTOR Q JUNCTION BOX V 3'6" GARAGE y, CHIMELL r a III O O W FOYER 0 WATERPROOF/ MOISTURE RECESSED FIXTURE O O KITCHEN O §? O uO KEYLESS UTILITY LIGHT FIXTURE SWITCH Date 8-5-2021 3 Eg r O A-301 O 9'-0' PANTRY wT DIMMER SWITCH u WP UC UNDER CABINET LIGHTING O .� ____________________________________ CEILING FAN WITH LIGHT HE HOSE BIBB D1'X4' O O ENING ROOM w 2 N 5' 0" r EO EQ CLOSET -mz 2' 6" 3' 2" 2' 6" w g Q CEILING GENERAL NOTES: a 3'-3"PANTRY LOSE 9'-0" TE w O 2._2.. O O O O O O O 2'-6" T-2" L2'-6-0 O O MUD ROOM O Q FA R w O CH O KR® EN O O � O O 3D CD O O POM RM WO 6'-0" 4'-0" Eg EQJ�V-3" --- O g•6^ O DINING ROOM H� w O w EQ EQ 1 EQ EO w O - DINING ROOM 0-7 w SYMBOL LEGEND: I �w 8. 4 WALL MOUNTED LIGHT FIXTURE builders DUPLEX OUTLET S VANITY LIGHT FIXTURE I SWITCH DUPLEX OUTLET O RECESSED DOWNLIGHT I OUADPLE%OUTLET 1O O 4GFCI GROUND FAULT CIRCUIT INTERRUPT DECORATIVE CHANDELIER 4Wp WATERPROOF OUTLET � U W W Q Y 0' O 22OV OUTLET DECORATIVE PENDANT MOUNTED FURORE 1� Q Q 0W THERMOSTAT AT 60"A.F.F. \ DECORATIVE/ CEILING MOUNTED FIXTURE = TELEPHONE OUTLET T O F+ GAS GAS LINE VALVE $D SMOKE DETECTOR CD X-6' CD CARBON MONOXIDE DETECTOR Q JUNCTION BOX V 3'6" GARAGE y, CHIMELL O O O W O Wp WATERPROOF/ MOISTURE RECESSED FIXTURE � �I �V COAXIALCABLCABLE/TELEVISION W uO KEYLESS UTILITY LIGHT FIXTURE SWITCH Date 8-5-2021 3 &WAY SWITCH EXHAUST FAN (50 CFM) A-301 DIMMER SWITCH u UC UNDER CABINET LIGHTING O CEILING FAN WITH LIGHT HE HOSE BIBB D1'X4' FLUORESCENT LIGHT FIXTURE ENING ROOM w 2 Q CEILING GENERAL NOTES: a O DINING ROOM H� w O w EQ EQ 1 EQ EO w O - DINING ROOM 0-7 w 0 WP 0 EQ EQ WE 4 0 W OWP O WP AWP 5.6. 5.6.� 4 1ST FLOOR REFLECTED CEILING PLAN ' SCALE: 1/4' = 1'4" OWP 1 EQ OWP OWE 1. ALL VERTICAL DIMENSIONS NOTED ARE ABOVE FINISH FLOOR (A.F.F.) 2. LIGHT FIXTURES, DIFFUSERS, GRILLS TO BE CENTERED BETWEEN WALLS AND CASEWORK UNLESS OTHERWISE NOTED. 3. REFER TO ELECTRICAL DRAWINGS FOR ATTIC LIGHTING REQUIREMENTS 4. CROSS REFERENCE REFLECTED CEILING PLANS WITH ELECTRICAL AND MECHANICAL, NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 5. FLOOR AND/ OR ROOF FRAMING MAY HAVE TO BE ADJUSTED FOR LIGHT PLACEMENT, FIELD VERIFY FRAMING AND LIGHTING LOCATIONS. 8. VERIFY ALL DIMENSIONS TO LIGHTS IN CLOSETS TO MEET CURRENT ELECTRICAL CODE. ALL CLOSET LIGHTS TO BE LOW VOLTAGE WITH LENS COVER AS REQUIRED TO MEET CODE. T. COORDINATE ELECTRICAL LOCATIONS WITH PLUMBING, MECHANICAL AND CABINET SUBCONTRACTORS PRIOR TO LIGHT ROUGH IN. LIGHT FIXTURES ARE REQUIRED TO BE CENTERED ON PLUMBING FIXTURES AS SHOWN. CEILING KEY NOTES: iO PAINTED GYPSUM BOARD CEILING, PROVIDE MOISTURE RESISTANT IN WET LOCATIONS O STAINED WOOD SOFFIT BOARD 3O VENTILATION HOOD O ELECTRIC GARAGE DOOR OPENER SO OPEN TO STRUCTURE © CONTINUOUS PREFINISHED METAL GUTTER O GYP. BD. WRAPPED STEEL COLUMN BO ATTIC ACCESS - MIN. 22"X30" O GARAGE/RESIDENCE SEPARATION CEILING TO HAVE 518- (MIN) TYPE X GYPSUM BOARD, COMPLY WITH 8302.6.. CEILING TO BE INSULATED WITH R30 INSULATION TO COMPLY WITH IECC THERMAL BARRIER. ,I I �w 8. builders O O O O O CLOSET O Z 0 LU Z LL � U W W Q Y 0' O ^xN vf U ..� LUI LL 6N6.1 1� Q Q 0W >2 M J LL> O CD X-6' EQ EQ EQ EQ EQ 3'6" GARAGE y, O O O O O O CEILING PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-301 u FOYER ENING ROOM O O O O O O Q w EQ � 0 WP 0 EQ EQ WE 4 0 W OWP O WP AWP 5.6. 5.6.� 4 1ST FLOOR REFLECTED CEILING PLAN ' SCALE: 1/4' = 1'4" OWP 1 EQ OWP OWE 1. ALL VERTICAL DIMENSIONS NOTED ARE ABOVE FINISH FLOOR (A.F.F.) 2. LIGHT FIXTURES, DIFFUSERS, GRILLS TO BE CENTERED BETWEEN WALLS AND CASEWORK UNLESS OTHERWISE NOTED. 3. REFER TO ELECTRICAL DRAWINGS FOR ATTIC LIGHTING REQUIREMENTS 4. CROSS REFERENCE REFLECTED CEILING PLANS WITH ELECTRICAL AND MECHANICAL, NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 5. FLOOR AND/ OR ROOF FRAMING MAY HAVE TO BE ADJUSTED FOR LIGHT PLACEMENT, FIELD VERIFY FRAMING AND LIGHTING LOCATIONS. 8. VERIFY ALL DIMENSIONS TO LIGHTS IN CLOSETS TO MEET CURRENT ELECTRICAL CODE. ALL CLOSET LIGHTS TO BE LOW VOLTAGE WITH LENS COVER AS REQUIRED TO MEET CODE. T. COORDINATE ELECTRICAL LOCATIONS WITH PLUMBING, MECHANICAL AND CABINET SUBCONTRACTORS PRIOR TO LIGHT ROUGH IN. LIGHT FIXTURES ARE REQUIRED TO BE CENTERED ON PLUMBING FIXTURES AS SHOWN. CEILING KEY NOTES: iO PAINTED GYPSUM BOARD CEILING, PROVIDE MOISTURE RESISTANT IN WET LOCATIONS O STAINED WOOD SOFFIT BOARD 3O VENTILATION HOOD O ELECTRIC GARAGE DOOR OPENER SO OPEN TO STRUCTURE © CONTINUOUS PREFINISHED METAL GUTTER O GYP. BD. WRAPPED STEEL COLUMN BO ATTIC ACCESS - MIN. 22"X30" O GARAGE/RESIDENCE SEPARATION CEILING TO HAVE 518- (MIN) TYPE X GYPSUM BOARD, COMPLY WITH 8302.6.. CEILING TO BE INSULATED WITH R30 INSULATION TO COMPLY WITH IECC THERMAL BARRIER. ,I builders VJ z O W ~ Z 0 LU Z LL � U W W Q ^xN vf U ..� LUI LL 6N6.1 1� Q Q 0W >2 M J LL> O CD Ln U 086.5-2021 FOR PERMIT 1ST FLOOR REFLECTED CEILING PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-301 0 w -_-------- cu cu EQ EQ 110" CLOSE _-------- O (D w O __ _---------- LAUNDRY EQ EQ w. --- ---------- _________ NN J❑ O 9-0 T CEILING MOUNT �6 CEILING MOUNT HALLWAY O ry 8 FAN BOX 8 FAN BOX SD ER MASTERle O EQ EQ EQ BEDROOM M3 O W BEDROOM T-6" O ®T-6' 3•-6' O SD O ® O O SD s•-0" O LINEN O SD BEDROOM #2 14 1'4' O EQ EQ 1 TOIL O EQ EDN O w O CEILING MOUNT MASTER l UTILITY 2'-0" SHR BATH - CLOSET MASTER Q e Ell O BFAj BOX 6 ® O �9-0 O � ® O iT_6•-J2'-0'O - CLOSET WP 4 --ziz Q O - WP O BATHROOM O YY Q Eo O Y Q EQ EQ p-2' 5'-0" - 1'-2" ED EQ WPOq EQ EQ EQ EQ .4 3'-0' 1 5'-0" 1 1 1 1 51-0" 5'-0"T3HI� UTILITY EQ EQ EQ ED m TOILET EO ED O /�® n SHR O O G Wp 6 O O w w LAUNDRY y.'p" EQ EQ 1, O 'r -i -;-;--iF3�-;- O - O ®" O O P m 9-01 {`T } WAY o HERS w O EQ EQ znO ON 77EQ EQ EQ EQ EQ EQ O CLOSET w Q 1'-2114" 4'E" 1-2114" O w HIS 9 01-8,__EQ__EO_1.-0.MASTERI BATH LING MOUNT O O BATHROOM FAN BOXO_ED-- N - EQ ED DROOM p3 w'®'° O ED SD SD WPO w 2' 8" 4 e O LINEN Q O Q O BEDROOM p2 3'-6' w O EQ EQ O 2 w O 2•-8., w w CEILING MOUNT 8D J❑ MASTER S FAN BOX CLO ET O O CEILIBEDROOM J❑ 9'-0" 2+z O NG MOUNT ® %8 W w 8 FAN BOX Q ED ED ED T E(o 1 2NDFLOORREFLECTED CEILING PLAN SCALE SYMBOLLEGEND QWALL MOUNTED LIGHT FIXTURE y DUPLEX OUTLET S *-&-Et VANITY LIGHT FIXTURE SWITCH DUPLEX OUTLET RECESSED DOWNUGHT QUADPLEX OUTLET 1O VJ QGFCI GROUND FAULT CIRCUIT INTERRUPT Z DECORATIVE CHANDELIER Q WP WATERPROOF OUTLET W ~ Z LU 220V OUTLET Z LL DECORATIVE PENDANT MOUNTED FIXTURE � U W Q I^nx W THERMOSTAT AT 60' A.F.F. DECORATIVE/ CEILING MOUNTED FIXTURE i TELEPHONE OUTLET '^ W F«GAS GAS LINE VALVE ® SMOKE DETECTOR N 1� Q ® CARBON MONOXIDE DETECTOR Q JUNCTION BOX >_ w M CHIMEI DOORBELL WPO WATERPROOF/ MOISTURE RECESSED FIXTURE O COAXIAL CABLE/ TELEVISION UQ KEYLESS UTILITY LIGHT FIXTURE SWITCH CO 3-WAVSWITCH EXHAUST FAN (50 CFM) 08-0.5-2021 FOR PERMIT DIMMER SWITCH LIC ----UNDER CABINET LIGHTING O REFLECTED CEILING PLAN CEILING FAN WITH LIGHT SHB HOSE BIBB FLUORESCENT LIGHT FIXTURE D1'X4' CEILING GENERAL NOTES: 1. ALL VERTICAL DIMENSIONS NOTED ARE ABOVE FINISH FLOOR (A.F.F.) 2. LIGHT FIXTURES, DIFFUSERS, GRILLS TO BE CENTERED BETWEEN WALLS AND CASEWORK UNLESS OTHERWISE NOTED. 3. REFER TO ELECTRICAL DRAWINGS FOR ATTIC LIGHTING REQUIREMENTS 4. CROSS REFERENCE REFLECTED CEILING PLANS WITH ELECTRICAL AND MECHANICAL, NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 5. FLOOR AND/ OR ROOF FRAMING MAY HAVE TO BE ADJUSTED FOR LIGHT PLACEMENT, FIELD VERIFY FRAMING AND LIGHTING LOCATIONS. 6. VERIFY ALL DIMENSIONS TO LIGHTS IN CLOSETS TO MEET CURRENT ELECTRICAL CODE. ALL CLOSET LIGHTS TO BE LOW VOLTAGE WITH LENS COVER AS REQUIRED TO MEET CODE. T. COORDINATE ELECTRICAL LOCATIONS WITH PLUMBING, MECHANICAL AND CABINET SUBCONTRACTORS PRIOR TO LIGHT ROUGH IN. LIGHT FIXTURES ARE REQUIRED TO BE CENTERED ON PLUMBING FIXTURES AS SHOWN. CEILING KEY NOTES: iO PAINTED GYPSUM BOARD CEILING, PROVIDE MOISTURE RESISTANT IN WET LOCATIONS O STAINED WOOD SOFFIT BOARD 3l� VENTILATION HOOD O ELECTRIC GARAGE DOOR OPENER 5!� OPEN TO STRUCTURE © CONTINUOUS PREFINISHED METAL GUTTER O GYP. BD. WRAPPED STEEL COLUMN 8O ATTIC ACCESS - MIN. 22"X30" OGARAGEIRESIDENCE SEPARATION CEILING TO HAVE 5/8"(MIN) TYPE X GYPSUM BOARD, COMPLY WITH R302.6.. CEILING TO BE INSULATED WITH R30 INSULATION TO COMPLY WITH IECC THERMAL BARRIER. ,I builders VJ Z O W ~ Z LU Z LL � U W Q I^nx W '^ W W W (Y N 1� Q 0 UJ >_ w M LL O CO Lo U 08-0.5-2021 FOR PERMIT 2ND FLOOR REFLECTED CEILING PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-302 0 W heat,Dv U 161, w 0 e%aing OMs c 1 ROOF PLAN SCALE: 114" = 1'-0' ROOF KEY NOTES: iO SOLAR -READY ROOF ZONE TO COMPLY WITH APPENDIX RA 20181ECC AND RA103 W19 DBCA 0 FIRE RESISTIVE PANEL ZONE, NO PENETRATIONS THIS AREA 3O PREFINISHED METAL GUTTER WITH DOWNSPOUT ® PREFINISHED METAL DOWNSPOUT LOCATION O DECK BELOW, RE: 2ND FLOOR PLAN © LINE OF EXTERIOR WALL BELOW ASPHALT SHINGLE ROOF SYSTEM, COLOR TO BE DETERMINED © PROVIDE VENTING AS REQUIRED BY CODE O METAL GUARDRAIL SYSTEM, 36' HIGH MINIMUM 10 METAL ROOF, COLOR TO BE DETERMINED DECORATNE METAL CHIMNEY CAP WITH FLASHING, 11 COLOR TO BE DETERMINED ROOF VENTING TO BE PROVIDED IN ACCORDANCE WITH SECTION R806 1. 2ND FLOOR ROOF - 2,942 SF, TOTAL VENT AREA NEEDED IS 2,826 SO INCHES -1,413 MIN. SO IN OF NET FREE AREA OF VENTILATION WILL BE INSTALLED AT THE ROOF HIGH POINT - 1,413 MIN. SO IN OF NET FREE AREA OF VENTILATION WILL BE INSTALLED AT THE LOW POINT 2. 1ST FLOOR ROOF - 423 SF, TOTAL VENT AREA NEEDED IS 408 SO INCHES - 204 MIN. SQ IN OF NET FREE AREA OF VENTILATION WILL BE INSTALLED AT THE ROOF HIGH POINT - 204 MIN. SO IN OF NET FREE AREA OF VENTILATION WILL BE INSTALLED AT THE LOW POINT ,I builders VJ Z O W Z LU Z LL �U W 0 In Lu U) 00 W ui QQ ow >_ M > J 3:O DO Ln U WB -2021 FOR PERMIT ROOF PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-401 0 W heat,Dv U 161, w 0 e%aing OMs c 4 1 WEST ELEVATION SCALE: 1/4'=T'-0' ELEVATION KEY NOTES: 1O BOARD B BATTEN WOOD SIDING, COLOR TO BE DETERMINED Q BRICK VENEER, COLOR AND TEXTURE TO BE DETERMINED Q3 DECORATIVE WALL MOUNTED LIGHT FIXTURE © ASPHALT ROOF SYSTEM O5 VINYL WINDOWS, COLOR TO BE DETERMINED © PREFINISHED METAL DOWNSPOUT Q METAL CHIMNEY CAP AND FLASHING, COLOR TO BE DETERMINED O PAINTED WOOD FASCIA Q METAL GUARDRAIL SYSTEM, 36" HIGH MINIMUM 10 WOOD LAP SIDING, COLOR TO BE DETERMINED 11 PREFINISHED METAL GUTTER T.O. T.O. T.O. SLAB 12 METAL PARAPET WALL CAP 13 EXTERIOR DOOR, RE: FLOOR PLAN & DOOR TYPE 14 SLAB ON GRADE, CONCRETE PATIO i6 PRECAST STONE CAP, COLOR TO BE DETERMINED 16 BRICKCHIMNEY 6X6 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM 18 METAL ROOF SYSTEM, COLOR TO BE DETERMINED 19 TEAK WOOD DECK PANELS OVER WALKABLE SURFACE 60 MIL EPDM FULLY ADHERED ROOF MEMBRANE ,I builders VJ Z O W Z LU z LL O � U W 0 Inw U) 00 W ui QQ 0W >2 M J LL> 3:O DO Lo WB -2021 FOR PERMIT EXTERIOR ELEVATION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-501 0 W heat,Dv U 161, w 0 e41aing OMs c .� SOUTH ELEVATION ' SCALE: 1/4' =1'-W ELEVATION KEY NOTES: iO BOARD& BATTEN WOOD SIDING, COLOR TO BE DETERMINED O BRICK VENEER, COLOR AND TEXTURE TO BE DETERMINED 3O DECORATIVE WALL MOUNTED LIGHT FIXTURE dO ASPHALT ROOF SYSTEM 5O VINYL WINDOWS, COLOR TO BE DETERMINED © PREFINISHED METAL DOWNSPOUT ]� METAL CHIMNEY CAP AND FLASHING, COLOR TO BE DETERMINED SO PAINTED WOOD FASCIA gO METAL GUARDRAIL SYSTEM, X'HIGH MINIMUM 10 WOOD LAP SIDING, COLOR TO BE DETERMINED 11 PREFINISHED METAL GUTTER T.O. SLAB 12 METAL PARAPET WALL CAP 13 EXTERIOR DOOR, RE: FLOOR PLAN & DOOR TYPE id SLAB ON GRADE, CONCRETE PATIO i6 PRECAST STONE CAP, COLOR TO BE DETERMINED 16 BRICK CHIMNEY 6X6 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM 16 METAL ROOF SYSTEM, COLOR TO BE DETERMINED 1B TEAK WOOD DECK PANELS OVER WALKABLE SURFACE 66 MIL EPDM FULLY ADHERED ROOF MEMBRANE ,I builders z O W F - z z LL O � U W 0 In Lu CD U) 06 Q W ui QQ ow >2 M > J 3:O DO Lo U W6 -2021 FOR PERMIT EXTERIOR ELEVATION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-502 0 W heat,Dv U 161, w 0 e%aing OMs c EAST ELEVATION 1 SCALE: 1/4'= l'4Y' ELEVATION KEY NOTES: iO BOARD B BATTEN WOOD SIDING, COLOR TO BE DETERMINED 2O BRICK VENEER, COLOR AND TEXTURE TO BE DETERMINED 3O DECORATIVE WALL MOUNTED LIGHT FIXTURE 4O ASPHALT ROOF SYSTEM 5O VINYL WINDOWS, COLOR TO BE DETERMINED © PREFINISHED METAL DOWNSPOUT METAL CHIMNEY CAP AND FLASHING, COLOR TO BE DETERMINED O PAINTED WOOD FASCIA gO METAL GUARDRAIL SYSTEM, 36- HIGH MINIMUM 10 WOOD LAP SIDING, COLOR TO BE DETERMINED 11 PREFINISHED METAL GUTTER T.O. PLATE Il 54V D. SUBFLOOR 2NDFLOOR 543105' D. SUBFLCOR ST FLOOR n 5422.90' V T.O. SLAB BASEMENT n 5EMEN' V 12 METAL PARAPET WALL CAP 13 EXTERIOR DOOR, RE: FLOOR PLAN & DOOR TYPE 14 SLAB ON GRADE, CONCRETE PATIO 15 PRECAST STONE CAP, COLOR TO BE DETERMINED i6 BRICK CHIMNEY 6X6 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM i6 METAL ROOF SYSTEM, COLOR TO BE DETERMINED TEAK WOOD DECK PANELS OVER WALKABLE SURFACE 60 18 MIL EPDM FULLY ADHERED ROOF MEMBRANE ,I builders VJ Z O W ~ Z LU Z LL �U W 0 In Lu U) 00 W ui QQ 0W >2 M > J O DO Lo U W6 -2021 FOR PERMIT EXTERIOR ELEVATION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-503 0 W heat,Dv U 161, w 0 e%aing OMs c 1 NORTHELEVATION SCALE 114- = ELEVATION KEY NOTES: iQ BOARD& BATTEN WOOD SIDING, COLOR TO BE DETERMINED 2Q BRICK VENEER, COLOR AND TEXTURE TO BE DETERMINED O3 DECORATIVE WALL MOUNTED LIGHT FIXTURE ® ASPHALT ROOF SYSTEM O VINYL WINDOWS, COLOR TO BE DETERMINED © PREFINISHED METAL DOWNSPOUT O] METAL CHIMNEY CAP AND FLASHING, COLOR TO BE DETERMINED © PAINTED WOOD FASCIA Og METAL GUARDRAIL SYSTEM, 36" HIGH MINIMUM 10 WOOD LAP SIDING, COLOR TO BE DETERMINED 11 PREFINISHED METAL GUTTER m� T.O. SUBFLOOR 'I T.O. SUBFLOOR :I 1© METAL PARAPET WALL CAP 13 EXTERIOR DOOR, RE: FLOOR PLAN & DOOR TYPE 14 SLAB ON GRADE, CONCRETE PATIO 15 PRECAST STONE CAP, COLOR TO BE DETERMINED 18 BRICK CHIMNEY 6X6 POST WRAPPED IN FINISHED WOOD, PAINT TO MATCH TRIM 18 METAL ROOF SYSTEM, COLOR TO BE DETERMIN ED TEAK WOOD DECK PANELS OVER WALKABLE SURFACE 60 18 MIL EPDM FULLY ADHERED ROOF MEMBRANE ,I builders VJ Z O W ~ Z Z LL O � U W 0 In Lu U) 00 W ui QQ ow >_ M > J 3:O DO Lo U W8 -2021 FOR PERMIT EXTERIOR ELEVATION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-504 0 W heat,Dv U 161, w 0 e%aing OMs c j METAL GUARD RAIL SYSTEM, 36' HIGH MINIMUM TEAK WOOD DECK PANELS OVER 4 WALKABLE 80 MIL EPDM FULLY ADHERED MEMBRANE OVER 1/- / DENSDECK OVER EXTERIOR GRADE WOOD SHEATHING ON WOOD / SLEEPERS FOR POSITIVE WATER DRAINAGE, RE: STRUCTURAL w rz W 4 O a 4 BUILDING SECTION ' SCALE: 1/4'=T-0' FYiSI \ 1 1 COMPOSITE ASHPALT SHINGES \ A-604 A-603 ON ROOF FELT OVER ROOF \ SHEATHING, RE STRUCTURAL \ 12\ �\ 4 4 p „ PRE-ENGINEERED ROOF TRUSS \ \ UTIILRY hod ,I x 1-1 w x m 11 3 a O. – – – Z O W ~ z LU z � U iv W Q In W WLL W N I. V Q Q 0W UTIILRY hod TONGUE AND GR( SHEATHING OVER FLOOR JOISTS RE: STRUCTURAL HALLWAY mi BATHROOM 64*4 RE: 12 d 4 ma0 mal NO 1 man n AM BEDROOMWl V -30, SHEET A-201 lul��l�l GARAGE SLOPED CONCRETE SLAB ON DE RE STRUCTURAL – DESIGNED BY ROOF TRUSS MANUFACTURER F x W 12 44 PRE-ENGINEERED ROOF TRUSS DESIGNED BY ROOF TRUSS MANUFACTURER METAL ROOF SYSTEM OVER ROOF SHEATING, RE: STRUCTURAL ,I x 1-1 w x m 3 a O. – – – Z O W ~ z LU z � U W Q In W WLL W N I. V Q Q 0W >2 M > J TONGUE AND GR( SHEATHING OVER FLOOR JOISTS RE: STRUCTURAL HALLWAY mi BATHROOM 64*4 RE: 12 d 4 ma0 mal NO 1 man n AM BEDROOMWl V -30, SHEET A-201 lul��l�l GARAGE SLOPED CONCRETE SLAB ON DE RE STRUCTURAL – DESIGNED BY ROOF TRUSS MANUFACTURER F x W 12 44 PRE-ENGINEERED ROOF TRUSS DESIGNED BY ROOF TRUSS MANUFACTURER METAL ROOF SYSTEM OVER ROOF SHEATING, RE: STRUCTURAL 1; T.O. PLATE n 6442.14' lI T.O. SLAB ,I x w w x m 3 a O. – – – 1; T.O. PLATE n 6442.14' lI T.O. SLAB ,I builders V) Z O W ~ z LU z � U W Q In W WLL W N I. V Q Q 0W >2 M > J 3:O D Ln U 08-05-2021 FOR PERMIT BUILDING SECTION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-601 0 W heat,Dv U 161, w 0 e%aing OMs c BUILDING SECTION 1 SCALE: 1/4'=1'-0' W W w 12 4� / HALLWAY / TONGUE AND GROOVE SHEATHING OVER WOOD FLOOR JOISTS \ RE: STRUCTURAL \ \ (T TREADS @ 117EA i s'-1o'I MUD®OM ---------------------------------- \ w \ \ ON ROOF ELT OVER TSHINGEB \� ON ROOF FELT OVER ROOF \ SHEATHING, RE STRUCTURAL \ 12 \ 4 q PRE-ENGINEERED RROOF OOF \ 1 NIANUFDESIGNCTURERD BY OF TRUSS \V AE05 MANUFACTURER \ i \ r \ LAUNDRY SHR TOILET HERS ON ROOF ELT OVER TSHINGEB zoa ¢oe x®i. ON ROOF FELT OVER ROOF I m SHEATHING, RE STRUCTURAL\ i A PRE-ENGINEERED ROOF TRUSS \ 2 DESIGNED BY ROOF TRUSS MANUFACTURER r m WM KITCHEN ROOM i a W K g a TONGUE AND GROOVE a SHEATHING OVER WOOD FLOOR JOISTS RE: STRUCTURAL (E)__ ' 5419 ;-11 I : 11 L. I=III=III=III=III=III=III=III= �, aD ROOM AREA BASE PLANE FAMILY 111111111111111111111111111111111111 �11 111111111=111- = II_III_III_III_ ML" $ nvm=m +'..�II�J.�I M1 ��lil`M1 M1I�M1�l...l.�IM1Vf•.SY�' t t t t t t li 'iN�•�life• tA=i11 !�W �SI�M1 SS M1i^t1M1 !if'iM1 M1MM1 liftiM1 M1MM1 M1I`tili� . 11=III=-III=-III=-III 111=11=111=111=111=III=III=III=III=III=======110!ii"=•"=111=i!.=III=III=III=III=III=111:.111=111=111=111=III=III=III=III=III=III=III=III=IIIe5111=III=III=III=III=III=III=III=III=III=III=III=III=II=II=IIeII=111elllelllelll=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111 11=111=111 1=111=111=111=111=111=111=111_I ___ II= II Jim Ji 11=111 __ 11=111=111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=_ 111=III=IIIEIIIEIII.III=IIIEIIIEIII.III,111=111=111=111,111=111E_1II_=_ T.O. SUBFLOOR T.O. SUBFLOOR RAW / builders / / Z O W ~ Z Z LL W'ct / 0 In VUrri� VJ 00 Uj NW 1� Q Q o W >2 MM J LL> 0 D Ln U 08-05-2021 FOR PERMIT BUILDING SECTION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-602 / U 0 _ / rc o / q WO o / F x O / / w m rc � 2 q.-0• Ab05 4 a 0 m o m p — _ I _ 0 W R b m_ @) -(E)....�. — n _ BUILDING SECTION 1 SCALE: 1/4'=1'-0' W W w 12 4� / HALLWAY / TONGUE AND GROOVE SHEATHING OVER WOOD FLOOR JOISTS \ RE: STRUCTURAL \ \ (T TREADS @ 117EA i s'-1o'I MUD®OM ---------------------------------- \ w \ \ ON ROOF ELT OVER TSHINGEB \� ON ROOF FELT OVER ROOF \ SHEATHING, RE STRUCTURAL \ 12 \ 4 q PRE-ENGINEERED RROOF OOF \ 1 NIANUFDESIGNCTURERD BY OF TRUSS \V AE05 MANUFACTURER \ i \ r \ LAUNDRY SHR TOILET HERS ON ROOF ELT OVER TSHINGEB zoa ¢oe x®i. ON ROOF FELT OVER ROOF I m SHEATHING, RE STRUCTURAL\ i A PRE-ENGINEERED ROOF TRUSS \ 2 DESIGNED BY ROOF TRUSS MANUFACTURER r m WM KITCHEN ROOM i a W K g a TONGUE AND GROOVE a SHEATHING OVER WOOD FLOOR JOISTS RE: STRUCTURAL (E)__ ' 5419 ;-11 I : 11 L. I=III=III=III=III=III=III=III= �, aD ROOM AREA BASE PLANE FAMILY 111111111111111111111111111111111111 �11 111111111=111- = II_III_III_III_ ML" $ nvm=m +'..�II�J.�I M1 ��lil`M1 M1I�M1�l...l.�IM1Vf•.SY�' t t t t t t li 'iN�•�life• tA=i11 !�W �SI�M1 SS M1i^t1M1 !if'iM1 M1MM1 liftiM1 M1MM1 M1I`tili� . 11=III=-III=-III=-III 111=11=111=111=111=III=III=III=III=III=======110!ii"=•"=111=i!.=III=III=III=III=III=111:.111=111=111=111=III=III=III=III=III=III=III=III=IIIe5111=III=III=III=III=III=III=III=III=III=III=III=III=II=II=IIeII=111elllelllelll=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111 11=111=111 1=111=111=111=111=111=111=111_I ___ II= II Jim Ji 11=111 __ 11=111=111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=__111_=_ 111=III=IIIEIIIEIII.III=IIIEIIIEIII.III,111=111=111=111,111=111E_1II_=_ T.O. SUBFLOOR T.O. SUBFLOOR RAW builders v) Z O W ~ Z Z LL W'ct / 0 In VUrri� VJ 00 Uj NW 1� Q Q o W >2 MM J LL> 0 D Ln U 08-05-2021 FOR PERMIT BUILDING SECTION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-602 a x / 4 1 t ON ROOF FELT OVER TCRINGESROF SHTHING, RE \ URAL 12 A606 A4i02 12 PRE-ENGINEERED ROOF TRUSS \\\ / q p Q 4 DESIGNED BY ROOF TRUSS METAL GUARD RAIL SYSTEM, 36' HIGH MINIMUM TEAK WOOD DECK PANELS OVER WALKABLE W MIL EPDM MASTER ral FULLY ADHERED MEMBRANE BEDROOM OVER 1/2'DENSDECK OVER EXTERIOR GRADE WOOD /SHEATHINGON WOOD TONGUE AND GROOVE / WA E R DRAINAGE,FOR RE; r WATERDRAINAGE,SHEATHING OVER WOOD 5 STRUCTURAL 12 FLOOR JOISTS' J 1/q--- RE: STRUCTURAL GARAGE/ RESIDENCE SEPARATION - REFER TO NOTE 30, SHEET A-201 GARAGE Eg SLOPED CONCRETE SLAB ON GRADE 1/4":12" RE: STRUCTURAL -Y— w z 4 0 a .� BUILDING SECTION ' SCALE: 1W =1'-0^ MASTER BATHAT /\ ML ,I MINE - IN builders VJ Z N PRE -ENGIN ROOF OF \ 11 BY TRUSS DESIGNTRUSS \ Z BASE PLANE M09 \to E A Ll ML ,I MINE - IN builders VJ Z PRE -ENGIN ROOF OF \ LU BY TRUSS DESIGNTRUSS \ Z BASE PLANE M09 \to E A Ll @,f W� /Urri� UJ ��', lis m.. ' METAL ROOF SYSTEM OVER \ I'. I BEDROOM W — GARAGE/ RESIDENCE SEPARATION - REFER TO NOTE 30, SHEET A-201 GARAGE SLOPED CONCRETE SLAB ON GRADE 1/4":12' RE: STRUCTURAL --------- ,I - - \ - builders VJ Z PRE -ENGIN ROOF OF \ LU BY TRUSS DESIGNTRUSS \ Z MANUFACTURER MANUFACTURER \to W� /Urri� UJ METAL ROOF SYSTEM OVER \ ROOF CHEATING, RE: \ I. V Q STRUCTURAL \ 2 >_ w CN co LL0 4 4 1 D Ln U s' -o^ r -o^ WB -2021 FOR PERMIT BUILDING SECTION Project Number: 2021.03 Date 8-5-2021 ` Drawn By KAM A-603 a 0 a. 'ATIO 421.60 4 — t -- -- -------- ----- - 541]80 m �[.i-Yr1-1tlSQ.13 �[EYgeltlUl l3 T.O. SLAB ,I builders VJ Z O LU Z Z LL W� /Urri� UJ WN LL I. V Q w 0 >_ w CN co LL0 D Ln U WB -2021 FOR PERMIT BUILDING SECTION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-603 0 W Nea/Av U 161, w 0 e%aing ON's c �l / PRE-ENGINEERED BY OOFROOF TRUSS DESIGN/ MANUFACTURER OF TRUSS � MANUFACTURER METAL ROOF SYSTEM OVER / ROOF NG,RE: STRUCTURAL ---------------- W I .� BUILDING SECTION ' SCALE: 114"=1'-0' 12 4C? 12 4v F71 HALLWAY LINE BAT® O 0 FOYER LINING ROOM TONGUE AND GROOVE SHEATHING OVER WOOD FLOOR JOISTS PATIO RE: STRUCTURAL CLOSET I I L -J FMIILY�ROOM BASE PLANE 5419.53' , ,/ rc 0 TONGUE AND GROLtVE / 12 SHEATHING OVER / m FLOOR JOISTS - RE: STRUCTURAL 1 (7) TREADS Q 10-EA- LIMING O-EA_ LMNG ROOM FN -------------- FAMILYROOM PNI W N `u w (5'-10") W t T.O. PLATE & 5442.14' T.O. SUSFLOOR _ 2ND FLOOR 5433w T.O. SUBFLOOR 1STFLOOR I� TF1 5422.90' I-III=111 -111 RAW builders vJ z O W ~ Z LU \ Z LL � U W Q N W COMPOSITE T SHI VJ 00 WUj Q ON ROOF FELTLT OVER ROOF 0W >2 M > J �O SHEATHING. RE STRUCTURAL DO 0 Lo U 12 \ W8 -2021 FOR PERMIT BUILDING SECTION a 4 PRE-ENGINEERED ROOF TRUSS Date 8-5-2021 Drawn By KAM A-604 DESIGNED BY ROOF TRUSS MANUFACTURER `\ \ MASTER LINEN NALLWAY LAUNDRY CLOSET 4 BASE PLANE 5419.53' , ,/ rc 0 TONGUE AND GROLtVE / 12 SHEATHING OVER / m FLOOR JOISTS - RE: STRUCTURAL 1 (7) TREADS Q 10-EA- LIMING O-EA_ LMNG ROOM FN -------------- FAMILYROOM PNI W N `u w (5'-10") W t T.O. PLATE & 5442.14' T.O. SUSFLOOR _ 2ND FLOOR 5433w T.O. SUBFLOOR 1STFLOOR I� TF1 5422.90' I-III=111 -111 RAW builders vJ z O W ~ Z LU Z LL � U W Q N W VJ 00 WUj Q 0W >2 M > J �O DO 0 Lo U W8 -2021 FOR PERMIT BUILDING SECTION Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-604 0 W heat,Dv U 161, w 0 e%aing OMs c COMPOSITE ASHPALT SHINGES BASE PLANE ON ROOF FELT OVER ROOF SHEATHING, RE STRUCTURAL rA 4O FURRING PROVIDE VENTING AS ��� II REQUIRED BY COIWINDOW .'INSULATION1 PRE-ENGINEERED III=III- cldjlAIR — 5419.53' TRUSS DESIGNED Z TRUSS MANUFAC GAP STAINED WOOD SBOARD, REQUIRED BV CODE W ~ VENTING FOUNDATION WALL AND Z REQUIRED BV COCONTINUOUS III Z LL 2X4 WALL APPLY WATER-BASED PAINTED FASCIA2" GYPSUM BOARD STAIR I-ANDING ILING III -III: -49 ROOF INSULATION U) I STEM - T.5'OF SPRAY \ SYSTEM OVER TYVEK BUILDING AM INSULATION WRAP OVER EXTERIOR GRADE \ OUBLE 2X6 TOP PLATE \ INYL WINDOW, RE: III-III- INDOW SCHEDULE \\ m O 2"GYPSUM BOARD ON6 leMEN Illellh EXTERIOR STUDS @" D O.C. WITH R-21 BATT 1e111_11 SULATION(CLASS II CONCRETE FOUNDATION AFT FACED FIBERLASS 08-0.5-2021 FOR PERMIT CONCRETE TTS ON INSIDE FACE OF WALL AND FOOTINGS TERIOR WALL), TYPICAL 4 N VAPOR EARIEE INYL WINDOW, RE: SECTIONS INDOW SCHEDULE Project Number: 2021.03 BRICK WITH 314" AIR GAP OVER EXTERIOR GRADE SHEATHING, RE: STRUCTURAL STAIR LANDING 112" GYPSUM BOARD ON 2X6 EXTERIOR STUDS @ 16" O.C. WITH R-21 BATT INSULATION(CLASS II KRAFT FACED FIBERLASS BATTS ON INSIDE FACE OF CONTINUOUS PRAPLATE EXTERIOR WALL), TYPICAL TREATED 2X6 SILON SILL GASKET— — 2 WALL SECTION SCALE: 10=1'-0" T.O. O. PLATE 544LAT -1 n 12 Q 4 �w— x R-49 DENSE PACK BLOWN INSULATION — 1/"GYPSUM BOARD CEILING DOUBLE 2X6 TOP PLATE 1/2" GYPSUM BOARD ON 2X6 EXTERIOR STUDS @ 16' O.C. WITH R-21 BATT INSULATION (CLASS II KRAFT FACED FIBERLASS BATTS ON INSIDE FACE OF EXTERIOR WALL), TYPICAL TONGUE & GROOVE WOOD FLOOR DECKING ON WOOD JOISTS, RE: STRUCTURAL — COMPOSITE RE STRUCTURAL 12 Q3 ON ROOF FELT OVER ROOF SHEATHING, RE STRUCTURAL PROVIDE VENTING AS REQUIRED BY CODE \ PRE-ENGINEERED ROOF \ TRUSS DESIGNED BY ROOF \ TRUSS MANUFACTURER \ CONTINUOUS 5" METAL \\ RAIN GUTTER \ CONTINUOUS PAINTED \ FASCIA \ 1'_p• STAINED WOOD SOFFIT \ BOARD, VENTING AS \ REQUIRED BY BASE PLANE r 112" GT�Slffi BOARD ON rA 4O FURRING ��� II .'INSULATION1 III=III- cldjlAIR — 5419.53' _W , Z GAP REQUIRED BV CODE W ~ FOUNDATION WALL AND Z III Z LL 2X4 WALL APPLY WATER-BASED I-Illell \ STAIR I-ANDING ACRYLIC POLYMER III -III: U) I 1=III�IN \ SYSTEM OVER TYVEK BUILDING \ WRAP OVER EXTERIOR GRADE \ SHEATHING RE: STRUCTURAL \ III-III- .=11� \\ m O leMEN Illellh D 1e111_11 CONCRETE FOUNDATION Illelll� 08-0.5-2021 FOR PERMIT CONCRETE WALL AND FOOTINGS 4 N VAPOR EARIEE RE STRUCTURAL SECTIONS Project Number: 2021.03 Date 8-5-2021 RE RE: STRUCTURAL{ Drawn By KAM PERIMETER FOUNDATION A-605 FACE OF FOUNDATION 2 WALL SECTION SCALE: 10=1'-0" T.O. O. PLATE 544LAT -1 n 12 Q 4 �w— x R-49 DENSE PACK BLOWN INSULATION — 1/"GYPSUM BOARD CEILING DOUBLE 2X6 TOP PLATE 1/2" GYPSUM BOARD ON 2X6 EXTERIOR STUDS @ 16' O.C. WITH R-21 BATT INSULATION (CLASS II KRAFT FACED FIBERLASS BATTS ON INSIDE FACE OF EXTERIOR WALL), TYPICAL TONGUE & GROOVE WOOD FLOOR DECKING ON WOOD JOISTS, RE: STRUCTURAL — COMPOSITE RE STRUCTURAL 12 Q3 ON ROOF FELT OVER ROOF SHEATHING, RE STRUCTURAL PROVIDE VENTING AS REQUIRED BY CODE \ PRE-ENGINEERED ROOF \ TRUSS DESIGNED BY ROOF \ TRUSS MANUFACTURER \ CONTINUOUS 5" METAL \\ RAIN GUTTER \ CONTINUOUS PAINTED \ FASCIA \ 1'_p• STAINED WOOD SOFFIT \ BOARD, VENTING AS \ REQUIRED BY R-49 DENSE PACK BLOWN INSULATION 12" GYPSUM BOARD CEILING DOUBLE 2X6 TOP PLATE - VINYL WINDOW RE: WINDOW SCHEDULE - lQ" GYPSUM BOARD ON 2X6 EXTERIOR STUDS @ 16. O.C. WITH R-21 BATT INSULATION (CLASS II KRAFT FACED FIBERLASS BATTS ON INSIDE FACE OF EXTERIOR WALL), TYPICAL TONGUE & GROOVE WOOD FLOOR DECKING ON WOOD JOISTS, RE: STRUCTURAL ONCOMPOSITERFLT OVER T SHI GESF WOOD LAP SIDING SYSTEM ON ROOF FELT OVER ROOF SHEATHING, RE STRUCTURAL PROVIDE VENTING AS REQUIRED BV CODE PRE-ENGINEERED ROOF TRUSS DESIGNED BY ROOF TRUSS MANUFACTURER- - CONTINUOUS 5' METAL RAIN GUTTER CONTINUOUS PAINTED FASCIA 1-0 STAINED WOOD SOFFIT BASE PLANE builders -- — — — — — — — — — — 5419.53' Z BOARD, VENTING AS REQUIRED BV CODE W ~ Z Z LL U CODE \ W Q N W VINYL WINDOW U) I WOOD BOARD &BATTEN SIDING \ SYSTEM OVER TYVEK BUILDING \ WRAP OVER EXTERIOR GRADE \ SHEATHING RE: STRUCTURAL \ >2 M \\ m O R-49 DENSE PACK BLOWN INSULATION 12" GYPSUM BOARD CEILING DOUBLE 2X6 TOP PLATE - VINYL WINDOW RE: WINDOW SCHEDULE - lQ" GYPSUM BOARD ON 2X6 EXTERIOR STUDS @ 16. O.C. WITH R-21 BATT INSULATION (CLASS II KRAFT FACED FIBERLASS BATTS ON INSIDE FACE OF EXTERIOR WALL), TYPICAL TONGUE & GROOVE WOOD FLOOR DECKING ON WOOD JOISTS, RE: STRUCTURAL ONCOMPOSITERFLT OVER T SHI GESF WOOD LAP SIDING SYSTEM ON ROOF FELT OVER ROOF SHEATHING, RE STRUCTURAL PROVIDE VENTING AS REQUIRED BV CODE PRE-ENGINEERED ROOF TRUSS DESIGNED BY ROOF TRUSS MANUFACTURER- - CONTINUOUS 5' METAL RAIN GUTTER CONTINUOUS PAINTED FASCIA 1-0 STAINED WOOD SOFFIT / OVER TYVEK BUILDING WRAP OVER EXTERIOR GRADE SHEATHING RE: STRUCTURAL CONTINUOUS PRESSURE TREATED 2X8 SILL PLATE ON SILL GASKET (E) BASE PLANE builders -- — — — — — — — — — — 5419.53' Z BOARD, VENTING AS REQUIRED BV CODE / OVER TYVEK BUILDING WRAP OVER EXTERIOR GRADE SHEATHING RE: STRUCTURAL CONTINUOUS PRESSURE TREATED 2X8 SILL PLATE ON SILL GASKET (E) T.O. T.O. T.O. PLATE I\ 5442.14' T.O. SLAB BASE PLANE builders -- — — — — — — — — — — 5419.53' Z O W ~ Z Z LL U W Q N W VINYL WINDOW U) I W W =1024—li—li Q L.L.I >2 M RE: WINDOW SCHEDULE O D Ln U 08-0.5-2021 FOR PERMIT WALL SECTIONS Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-605 FACE OF FOUNDATION 1/2"GYPSUM BOARD ON i RE: WINDOW 2X4 WOOD FURRING WITH WELL DETAIL R-19 BATT INSULATION A4W6 IT WITH112"AIRGAP j BETWEEN FOUNDATIN WALL AND 2X4 WALL '; a' CONCRETE SLAB ON APPLY WATER-BASED GRADE ON VAPOR ACRYLIC POLYMER BARRIER RESIN COATING RE: STRUCTURAL T.O. SLAB CONCRETE FOUNDATION BASEMENT /�i _ _WALL AND FOOTINGS_ — — _ ] RE: STRUCTURAL PERIMETER FOUNDATION DRAIN, RE: GEO-TECH WALL SECTION 1 SCALE: 112" =1'-0" T.O. T.O. T.O. PLATE I\ 5442.14' T.O. SLAB ,I builders VJ Z O W ~ Z Z LL U W Q N W U) W W N 1� Q Q Q L.L.I >2 M J LL> O D Ln U 08-0.5-2021 FOR PERMIT WALL SECTIONS Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-605 COMPOSITE ASPHALT SHINGLES ON ROOF FELT WITH ICEAND WATER SHIELD OVER ROOF SHEATHING, RE: STRUCTURAL PRE-ENGINEERED ROOFTRUSS DESIGNED BY ROOFTRUSS MANUFACTURER R-49 DENSE PACK BLOWN INSULATION — 1/2" GYPSUM BOARD, CEILING TYR. RE: STRUCTURAL FOR FRAMING SIZE & SPACING 1Y2" GYPSUM BOARD, BOTH SIDES TONGUE & GROOVE WOOD FLOOR DECKING ON WOOD JOISTS, RE: STRUCTURAL — 1/2" GYPSUM BOARD, CEILING TYP. RE: STRUCTURAL FOR FRAMING SIZE & SPACING 1/2" GYPSUM BOARD, BOTH SIDES TONGUE & GROOVE WOOD FLOOR DECKING ON WOOD JOISTS, RE: STRUCTURAL 1/2" GYPSUM BOARD, CEILING TYP. RE: STRUCTURAL FOR FRAMING SIZE & SPACING 1/2" GYPSUM BOARD, BOTH SIDES CONCRETE SLAB ON VAPOR BARRIER RE: STRUCTURAL — Y T.O. SUBFLOOR 2ND FLOOR I� 5433.05' T.O. SUBFLOOR 1ST FLOOR I1 ' 5422.90' lI T.O. SLAB 4 DEMISING WALL SECTION - SCALE: 112"=1'-0" Project must comply with 2018 IRC Appendix F for Radon Control Methods REFER TO AF103.4.5 FOR WALLS AF103As DAMPPROOFING — AF103.2 GAS PERMEABLE MATERIAL4' (AGGREGATE OR SAND) TYPICAL SUBSLAB DEPRESSURIZATION PASSIVE RADON SYSTEM COMPLY WITH IRC 2018 APPENDIX F POWER SOURCE APPROVED BOX ATTIC LIVING AREA GRADE GRAVEL BASEMENT ..... SLAB n RADON DIAGRAM L SCALE: 11/2"=l4Y' AF103.6A 12 -MIN 10' MIN FROM OPENING VENT PIPE IDENTIFICATION AF103.5.3 3'i" DIAMETER OVERFLOW DRAIN VERTICAL PIPE AF103.3 GAS RETARDER SHEETING 6 MIL POLYETHYLENE - SHEETING TO COVER ENTIRE FLOOR -SECTIONS LAPPED 12" -ALL PENETRATIONS TO BE SEALED AF103a1 HORIZONTAL "T' CONNECTION EGRESS LADDER IF WELL IS AREA SEPARATION WALLS NOTES: GA FILE NO. ASW 1093 PROPRIEfARYT DEEPERTHAN FlRE BOUND GYPSUM WALLBOARD, STEEL H STUDS THE SLOPE OF THE GRANULAR el runners wIN steel H stud between adjacent pairs of gypsum panels. gypsum P MATERIAL BELOW THE BOTTOM EGRESS OF THE WINDOW AND ABOVE THE WINDOW Sound tested with 2 x 4 stud wag faced Am 1/2' regular gypsum wallboara Match sada of COMPACTED EARTH SAHLL BE assembly and 31Y1" glass neer In and space on both sides. (NLS) Thickness'. 310 SHOWN WITH A MINIMUM 10 TO 1 Limping Hei9N Reim te mamw1urm Certain -reed Gypsum, Inc. 1- ProRoc+u Shadiner SLOPE. W Fire Teel'. UL R8701. MK43912 PIPING IN WINDOW WELLS G1 -0B. 1Comact the manufacturer for mere Beta lw information on proprietary pro hick. CONNECTING TO THE PERMITER Z LL SaunE Test RAL R-00-1 78, 12810 DRAINS MAY SERVE ONLY AS � U EXPOSED TO FIRE FROM EITHER SIDE OVERFLOW DRAINS. DRAINS Date. No, ASW402 M5 MSG Gals. 1'R5.4mml PmRx Shaflllnep25 MSG GLv. MUST BE A MINIMUM OF 6" ABOVE Type x Gypsum Boma Steel HStuds CerteinTeed Gypsum, Inc.- (TYc, 24'[e1 pmm]oc, exJ THE COMPACTED EARTH AND 6: ProI Regular, ProRoc ShaMlner Type X BELOW THE BOTTOM OF THE W W DATA WINDOW. Maximum Time Rating (Nn:-) 2 Thickness 11-1? 0W [292mm1 InsdatMb &4.119mm A4 Steps Nom. 2-WISSmm x PAnml wood Studs Approx. WE 13 psf Achieve sic at 24"[BWmnJoe mm. NO WINDOW WELL HARDSCAPE 455-[t 8mm]AluMan M i?[12 Tmml Prolkoc Regular Gypsum Board BTC Rating 61 SURFACE WITH DIRECT STORM Fire Design Number UL U366, NOTE: See sections for additional information and DRAINAGE TO THE PERMNETER compliance with local jurisdiction DRAINAGE SYSTEM IS c AUTHORIZED. 4 WINDOW WELL DETAIL ' SCALE: 1/1"=1'-0' CONTINUOUS FIRE IN CAVITIES WI MP WOOL INSULATIOp EACH FLOOR LEVE 101/2" 31/1" 1, 31/1 1/T' 1 314" 1 3/4" 112" 1/2" TYPE'X" GYPSUM BOARD, BOTH SIDES TONGUE AND GROOVE SHEATHING OVER WOOD FLOOR JOISTS RE: STRUCTURAL GYPSUM BOARD CEILING, UM WOOD FLOOR JOISTS, RE: STRUCTURAL 1' TYPE "X" GYPSUM BOARD WITH AIR GAP UL DESIGN NO. U366 (2 -HOUR FIRE -RATED BEARING WALL) MIN STC OF 45, MIN IIC VIBRATION SEPARATION OF 45 7 DEMISING WALL DETAIL J SCALE: 11/2"=1'-0" 'lO WALL TYPE AREA SEPARATION WALLS GA FILE NO. ASW 1093 PROPRIEfARYT 2 HOUR 60 W IM ETO FlRE BOUND GYPSUM WALLBOARD, STEEL H STUDS Two layers 1"x proprleetw type X gypsum panels belwean floor and telling el runners wIN steel H stud between adjacent pairs of gypsum panels. gypsum P A 3/4" minimum air space must be maintained between steel components and adjacent Morning (as Indicated by dashed lines In sketch). VJ Sound tested with 2 x 4 stud wag faced Am 1/2' regular gypsum wallboara Match sada of assembly and 31Y1" glass neer In and space on both sides. (NLS) Thickness'. 310 PROPRIETARY GYPSUM BOARD Limping Hei9N Reim te mamw1urm Certain -reed Gypsum, Inc. 1- ProRoc+u Shadiner ApFmxweight: as W Fire Teel'. UL R8701. MK43912 G1 -0B. 1Comact the manufacturer for mere Beta lw information on proprietary pro hick. UL Dealgn U3% Z LL SaunE Test RAL R-00-1 78, 12810 AREA SEPARATION WALLS � U EXPOSED TO FIRE FROM EITHER SIDE Date. No, ASW402 M5 MSG Gals. 1'R5.4mml PmRx Shaflllnep25 MSG GLv. Gypsum Board`- 2TStmml Steel clwnuel Type x Gypsum Boma Steel HStuds CerteinTeed Gypsum, Inc.- (TYc, 24'[e1 pmm]oc, exJ Rlayers) gyp, 24.1610nml o,c, max,) ProI Regular, ProRoc ShaMlner Type X - Bearing Ole ULIULC Classification Mark W W DATA Maximum Time Rating (Nn:-) 2 Thickness 11-1? 0W [292mm1 InsdatMb &4.119mm A4 Steps Nom. 2-WISSmm x PAnml wood Studs Approx. WE 13 psf Achieve sic at 24"[BWmnJoe mm. [63kg/x. 455-[t 8mm]AluMan M i?[12 Tmml Prolkoc Regular Gypsum Board BTC Rating 61 Mge MwJvpenicllpa Aqaba HoAmMellyor Vemadly Fire Design Number UL U366, NOTE: See sections for additional information and ULC W311 compliance with local jurisdiction ,I builders VJ Z O W z 0 LU Z LL � U W Q In W VJ 00 W W N la V Q Q 0W >2 M J LL> O c to 08-0.5-2021 FOR PERMIT WALL SECTIONS & DETAILS Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-606 0 VJNeat,Dv U � w e 0 ���ng OMs c 5'4" 6'4" 8'-0" le 2'-8" 2'4" 3'4" 3'4" 2' 8" 2' 8" 21811 R) STAIR WINDOWS RE: STAIR SECTION - M U 1 1151111111 m o0 WINDOW SCHEDULE 2'-6" In QTY WINDOW SIZE WINDOW TYPE REMARKS A oil ■■■ 2'-8-X5'-0' CASEMENT IN ■■■ GBIP GNP 1111 ■■■ CASEMENT MULLIONS 4 4 4 4 e m 4 v 4 4 4 ON 117 m WINDOW TYPES SCALE: 11,V'= 1'-0' alwI (A) EXTERIOR FRONT ENTRY DOOR 4 4 4 V 514" V 3'-0" V, ARIES -, 1,, 31-011 IYX 0 4 o q t�.JB E I 4 RO -116-/2' �L��(T) T TT T IN EXTERIOR GARAGE (C) TYPICAL INTERIOR (D) EXTERIOR BI -PARTING DOOR ENTRANCE DOOR PANEL DOOR Q U BASEMENT EGRESS K WINDOW Fenestration U- Factor shall comply with N1102.1.2 (R402.1.2) .30 or better U -Factor m o0 WINDOW SCHEDULE 2'-6" In QTY WINDOW SIZE WINDOW TYPE REMARKS A 6 2'-8-X5'-0' CASEMENT MULLIONS GBIP GNP � CASEMENT MULLIONS (E) INTERIOR GARAGE (F) SLIDING CLOSET (G) INTERIOR BARN DOOR ENTRANCE DOOR DOORS (SOLID WOOD DOOR AT ALL BATHROOM LOCATIONS NOT LESS THAN 1 31W DOOR TO BE 6" WIDER THAN THICK OR 20 MIN OPENING FIRE -RATED DOOR1 WOOD Gal GNP A-003 mlI 2 3'-0'X5'-0" FIXED MULLIONS/ TEMPERED EXP 7-004 3'-0"X5'-0" FIXED MULLIONS/ TEMPERED 0 4 o q t�.JB E I 4 RO -116-/2' �L��(T) T TT T IN EXTERIOR GARAGE (C) TYPICAL INTERIOR (D) EXTERIOR BI -PARTING DOOR ENTRANCE DOOR PANEL DOOR Q U BASEMENT EGRESS K WINDOW Fenestration U- Factor shall comply with N1102.1.2 (R402.1.2) .30 or better U -Factor WINDOW NOTES: 1. PROVIDE BITUTHENE FLASHING AND WATERPROOFING AS REQUIRED 2. WINDOWS IN BEDROOM SHALL MEET EGRESS CODE STANDARDS 3. WINDOW AND DOOR SIDELIGHT SUPPLIER TO COORDINATE TEMPERED GLASS LOCATIONS 4. ALL WINDOW AND DOOR GLAZING TO BE INSULATED DOUBLE PANE AND LOW'E' COATING 5. TEMPERED GLASS SHALL BE PROVIDED IN ALL AREAS SUBJECT TO HUMAN IMPACT (CLASSIFIED AS HAZARDOUS LOCATIONS) PER IRC. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. FINISH LEGEND P PAINT S STAIN T TILE NO FINISH EXP EXPOSED CONIC. OR STRUCTURE SC SEALED CONCRETE STC STAINED CONCRETE GB GYPSUM BOARD MISS MOISTURE RESISTANT GYPSUM BOARD TS TILE BACKER BOARD m o0 WINDOW SCHEDULE 2'-6" In QTY WINDOW SIZE WINDOW TYPE REMARKS A 6 2'-8-X5'-0' CASEMENT MULLIONS GBIP GNP 2'-8' X 5'-0' CASEMENT MULLIONS (E) INTERIOR GARAGE (F) SLIDING CLOSET (G) INTERIOR BARN DOOR ENTRANCE DOOR DOORS (SOLID WOOD DOOR AT ALL BATHROOM LOCATIONS NOT LESS THAN 1 31W DOOR TO BE 6" WIDER THAN THICK OR 20 MIN OPENING FIRE -RATED DOOR1 WOOD Gal GNP A-003 B 2 3'-0'X5'-0" FIXED MULLIONS/ TEMPERED EXP 7-004 3'-0"X5'-0" FIXED MULLIONS/ TEMPERED TILE MGB/P MGWP A-005 BEDROOM C 2 2'-8" X 5'-0' CASEMENT MULLIONS 7-006 CLOSET 2'-6-X5'-0' FIXED MULLIONS Gal GNP 2'-8" X 5'-0' CASEMENT MULLIONS SC - GNP GBIP A-101 D 2 1 5'-0' X 2'-0' FIXED MULLIONS Gal A-102 CLOSET CD WOOD E 6 2'-W X2'-0' AWNING MULLIONS WOOD WOOD GBIP GNP F 1 3'-0'X2'-0' AWNING MULLIONS/ TEMPERED Gal I GBIP A-105 DINING ROOM ROOM FINISH G 1 3'-0'X4'-0' CASEMENT MULLIONS/ EGRESS LIVING ROOM 3'-0"X4'-0' FIXED MULLIONS GNP A-107 3'-0'X4'-0' CASEMENT MULLIONS/ EGRESS WOOD GBIP GNP A-108 GARAGE H 4 T -W X4'-0' CASEMENT MULLIONS/ EGRESS A-201 HALLWAY 3'-W X4'-0' CASEMENT MULLIONS/ EGRESS GBIP GBIP A-202 MASTER BEDROOM J 2 4'-0' X 2'-0' FIXED MULLIONS MASTER BATH TILE TILE MGWP K 4 4'-0'X4'-0' SLIDER EGRESS TILE Gal GNP A-205 SHR L 1 2'-6'X4'-0' CASEMENT MULLIONS A-206 MASTER CLOSET CARPET WOOD M 1 2'-8-X5'-0' CASEMENT MULLIONS WOOD WOOD Gal GNP A-208 N 4 2'-B"X4'-0' CASEMENT MULLIONS/ EGRESS MGB/P A-209 21-8'X4'-0' CASEMENT MULLIONS/ EGRESS TILE GBIPGNPA-210 MGBIP B-208 UTILITY P 1 2 3'-0' X 2'-0' 1 FIXED IMULLIONS A-211 BEDROOM #2 3'-0" X 2'-0' FIXED IMULLIONS WINDOW NOTES: 1. PROVIDE BITUTHENE FLASHING AND WATERPROOFING AS REQUIRED 2. WINDOWS IN BEDROOM SHALL MEET EGRESS CODE STANDARDS 3. WINDOW AND DOOR SIDELIGHT SUPPLIER TO COORDINATE TEMPERED GLASS LOCATIONS 4. ALL WINDOW AND DOOR GLAZING TO BE INSULATED DOUBLE PANE AND LOW'E' COATING 5. TEMPERED GLASS SHALL BE PROVIDED IN ALL AREAS SUBJECT TO HUMAN IMPACT (CLASSIFIED AS HAZARDOUS LOCATIONS) PER IRC. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. FINISH LEGEND P PAINT S STAIN T TILE NO FINISH EXP EXPOSED CONIC. OR STRUCTURE SC SEALED CONCRETE STC STAINED CONCRETE GB GYPSUM BOARD MISS MOISTURE RESISTANT GYPSUM BOARD TS TILE BACKER BOARD 5'S'+1- 5'-21n"+l- FIELD VERIFY FIELD VERIFY a' -r+/- 2•-3^ -1112'+/- 2'-3" F.V. POLISHED CHROME F.V. SHOWER HINGE TYPICAL NN POLISHED CHROME NN FINISH SHOWER DOOR PULL, BOTH SIDES q A CLEAR TEMPERED GLASS 11 (Hi) FULL GLASS SHOWER DOOR (H2) FULL GLASS SHOWER DOOR (J) GARAGE DOOR (K) SECONDARY ENTRANCE DOOR DOOR TYPES SCALE: 14' =1'-0" NOTE: ALL DOOR STYLES TO BE SELECTED BY MAG BUILDERS, DOOR TYPES SHOWN ARE FOR SIZE ONLY m o0 NO. 2'-6" In OPENING BASE WALL CEILING REMARKS A-001 FAMILYROOM o 0In WOOD GBIP GNP A-002 STORAGE (E) INTERIOR GARAGE (F) SLIDING CLOSET (G) INTERIOR BARN DOOR ENTRANCE DOOR DOORS (SOLID WOOD DOOR AT ALL BATHROOM LOCATIONS NOT LESS THAN 1 31W DOOR TO BE 6" WIDER THAN THICK OR 20 MIN OPENING FIRE -RATED DOOR1 5'S'+1- 5'-21n"+l- FIELD VERIFY FIELD VERIFY a' -r+/- 2•-3^ -1112'+/- 2'-3" F.V. POLISHED CHROME F.V. SHOWER HINGE TYPICAL NN POLISHED CHROME NN FINISH SHOWER DOOR PULL, BOTH SIDES q A CLEAR TEMPERED GLASS 11 (Hi) FULL GLASS SHOWER DOOR (H2) FULL GLASS SHOWER DOOR (J) GARAGE DOOR (K) SECONDARY ENTRANCE DOOR DOOR TYPES SCALE: 14' =1'-0" NOTE: ALL DOOR STYLES TO BE SELECTED BY MAG BUILDERS, DOOR TYPES SHOWN ARE FOR SIZE ONLY NORTH UNIT - ROOM FINISH SCHEDULE NO. ROOM NAME: FLOOR BASE WALL CEILING REMARKS A-001 FAMILYROOM CARPET WOOD GBIP GNP A-002 STORAGE CARPET WOOD Gal GNP A-003 UTILITY W ~ SC - GBIP EXP 7-004 BATHROOM TILE TILE MGB/P MGWP A-005 BEDROOM CARPET WOOD Gal GBIP 7-006 CLOSET ' 1' LL LLI CARPET WOOD Gal GNP 7-007 UTILITY SC - GNP GBIP A-101 FOYER WOOD WOOD Gal Gal A-102 CLOSET CD WOOD WOOD GNP GBIP A-103 PANTRY WOOD WOOD GBIP GNP A-104 IKITCHEN WOOD I WOOD Gal I GBIP A-105 DINING ROOM ROOM FINISH WOOD WOOD GBIP GBIP A-106 LIVING ROOM WOOD WOOD Gal GNP A-107 POWDER RM TILE WOOD GBIP GNP A-108 GARAGE SC - GBIP GNP A-201 HALLWAY WOOD WOOD GBIP GBIP A-202 MASTER BEDROOM CARPET WOOD GBI P GNP A-203 MASTER BATH TILE TILE MGWP MGB/P A-204 TOILET TILE TILE Gal GNP A-205 SHR TILE TILE TBIT MGB/P A-206 MASTER CLOSET CARPET WOOD GBIP GNP A-207 LINEN WOOD WOOD Gal GNP A-208 BATHROOM TILE TILE MGB/P MGB/P A-209 LAUNDRY TILE TILE GBIPGNPA-210 MGBIP B-208 UTILITY - - GBIP EXP A-211 BEDROOM #2 CARPET WOOD GBI P GNP 74212 CLOSET CARPET WOOD GNP GBIP A-213 BEDROOM #3 CARPET WOOD GBI P GNP A-214 CLOSET I CARPET I WOOD I GNP GBIP 5'S'+1- 5'-21n"+l- FIELD VERIFY FIELD VERIFY a' -r+/- 2•-3^ -1112'+/- 2'-3" F.V. POLISHED CHROME F.V. SHOWER HINGE TYPICAL NN POLISHED CHROME NN FINISH SHOWER DOOR PULL, BOTH SIDES q A CLEAR TEMPERED GLASS 11 (Hi) FULL GLASS SHOWER DOOR (H2) FULL GLASS SHOWER DOOR (J) GARAGE DOOR (K) SECONDARY ENTRANCE DOOR DOOR TYPES SCALE: 14' =1'-0" NOTE: ALL DOOR STYLES TO BE SELECTED BY MAG BUILDERS, DOOR TYPES SHOWN ARE FOR SIZE ONLY SOUTH UNIT- ROOM FINISH SCHEDULE NO. ROOM NAME: FLOOR BASE WALL CEILING REMARKS B-001 FAMILY ROOM CARPET WOOD GNP GNP B -W2 CLOSET CARPET WOOD GNP GNP NW3 ENTERTAINMENTAREA W ~ CARPET WOOD GNP GBIP B-004 BATHROOM TILE TILE MGBIP MGBIP B -W5 BEDROOM CARPET WOOD GNP GNP B-006 CLOSET ' 1' LL LLI CARPET WOOD GBP GNP B-007 UTILITY SC >2 M LL GNP EXP B-101 FOYER WOOD WOOD GBIP GNP B-102 CLOSET CD WOOD WOOD GNP GNP B-103 LIVING ROOM WOOD WOOD GNP GB/ P &104 KITCHEN WOOD WOOD GNP GNP B-105 DINING ROOM ROOM FINISH WOOD WOOD GNP GNP B-106 POWDER RM TILE WOOD GNP GNP B-107 PANTRY WOOD WOOD GNP GW P B-108 MUDROOM WOOD WOOD GBP GNP B-109 CLOSET WOOD WOOD GNP GNP B-110 GARAGE SC - GBP GNP B-201 HALLWAY WOOD WOOD GNP GNP B-202 UTILITY - - GNP EXP &203 LAUNDRY TILE TILE GNP GNP 8-204 BATHROOM TILE TILE MGBIP MGBIP B-205 ILINEN WOOD I WOOD GNP GNP NW6 MASTER BEDROOM CARPET WOOD GNP GNP B-207 MASTER BATH TILE TILE MGB/P MGBIP B-208 SHR TILE TILE TWT MGBIP B-209 TOILET TILE TILE GNP GNP B-210 HIS CARPET WOOD GNP GNP B-211 HERS CARPET WOOD GNP GBI P B-212 BEDROOM #2 CARPET WOOD GNP GNP B-213 CLOSET CARPET WOOD GNP GBI P &214 BEDROOM#3 CARPET WOOD GNP GB/P 8215 CLOSET CARPET WOOD GNP GNP 5'S'+1- 5'-21n"+l- FIELD VERIFY FIELD VERIFY a' -r+/- 2•-3^ -1112'+/- 2'-3" F.V. POLISHED CHROME F.V. SHOWER HINGE TYPICAL NN POLISHED CHROME NN FINISH SHOWER DOOR PULL, BOTH SIDES q A CLEAR TEMPERED GLASS 11 (Hi) FULL GLASS SHOWER DOOR (H2) FULL GLASS SHOWER DOOR (J) GARAGE DOOR (K) SECONDARY ENTRANCE DOOR DOOR TYPES SCALE: 14' =1'-0" NOTE: ALL DOOR STYLES TO BE SELECTED BY MAG BUILDERS, DOOR TYPES SHOWN ARE FOR SIZE ONLY ,I builders VJ Z O W ~ Z 0 Lu Z LL O � U W Lu �x IN vJ U) ' 1' LL LLI 1� Q Q 0W >2 M LL J �O CD LOU te-0.5-2021 FOR PERMIT DOOR, WINDOW, & ROOM FINISH SCHEDULES Project Number: 2021.03 Date 8-5-2021 Drawn By KAM A-801 0 W heat,Pv U 161, w 0 e%aing OMs c All electrical all comply with 2018 IRC, 2020 NEC and Wheat Ridge Municipal Codes. Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical Service space. The main electrical panel shall have a reserved Space to allow installation of a dual pole circuit breaker for future Solar electric installation and Shall be labeled "For Future Solar Electric'. The reserved Space Shall be positioned at the opposite (load) end from the input feeder location or the main breaker. 4 BASEMENT ELECTRICAL PLAN ' SCALE: 1/4' = V UNIT�� n� I �� SYMBOLLEGEND C� WALL MOUNTED LIGHT FIXTURE DUPLEX OUTLET S �0 VANITY LIGHT FIXTURE SWITCH DUPLEX OUTLET 0 RECESSED DOWNLIGHT QUADPLEX OUTLET §GFCI GROUND FAULT CIRCUIT INTERRUPT O DECORATIVE CHANDELIER OWP WATERPROOF OUTLET 0 Z Lu Z LL Q 220V OUTLET U DECORATIVE PENDANT MOUNTED FIXTURE In W TT THERMOSTAT AT 60' A.F.F. /1\ l ` DECORATIVE/ CEILING MOUNTED FIXTURE 1 TELEPHONE OUTLET N 1� IA GAS GAS LINE VALVE STD SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR Q JUNCTION BOX 3:O CHIME/ DOORBELL WP WATERPROOF/ MOISTURE RECESSED FIXTURE �4 COAXIAL CABLE/ TELEVISION 0Q KEYLESS UTILITY LIGHT FIXTURE I SWITCH U 3-WAYSWITCH 06-06-2021 EXHAUST FAN (50 CFM) BASEMENT DIMMER SWITCH PLAN UC UNDER CABINET LIGHTING CEILING FAN WITH LIGHT He HOSE BIBB D1'X4' FLUORESCENT LIGHT FIXTURE ELECTRICAL NOTES: 1. COORDINATE ALL LIGHTING LOCATIONS WITH REFLECTED CEILING. CONTACT DESIGNER IF ANY CONFLICTS. 2. VERIFY ALL LIGHT FIXTURES TYPES, SWITCHES, AND OUTLET LOCATIONS WITH OWNER. VERIFY SWITCHING REQUIREMENTS. -ALL CANS, PENDANTS AND UNDER CABINET LIGHTS TO BE DIMMABLE - PRIOR TO LIGHT SWITCH ROUGH -IN, WALK RESIDENCE WITH DESIGNER TO VERIFY SWITCHING LOCATION AND FUNCTION. 3. ALL EXTERIOR OUTLETS TO BE WATERPROOF 4. ALL OUTLETS IN KITCHEW GARAGE/ BATHROOMS/ LAUNDRY TO BE GFCI. 5. ALL OUTLETS TO BE MOUNTED AT 18" A.F.F. UNLESS OTHERWISE NOTED. 6. ONE- TO TWO-FAMILY DWELLINGS AND TOWNHOUSES. EACH DWELLING UNIT WITH A DEDICATED ATTACHED OR DETACHED PARKING GARAGE OR ON-SITE PARKING SPACES, SHALL BE PROVIDED WITH AT LEAST ONE ELECTRIC VEHICLE READY SPACE. THE BRANCH CIRCUIT SHALL BE IDENTIFIED AS 'EV READY" IN THE PANELBOARD DIRECTORY, AND THE TERMINATION LOCATION SHALL BE MARKED AS 'EV READY'. ,I builders Z O W ~ 0 Z Lu Z LL � U W Q In W V _ VJ 00 W W N 1� Q Q 0W M >2 > J 3:O DO I.n U 06-06-2021 FOR PERMIT BASEMENT ELECTRICAL PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM E-200 0 W heat,Dv U 161, w 0 e%ung OMs c PHOTOCELL EV AWP I \ I WP ©WP GFCI EV ELECTRICAL WP METER GFCI — GFCI ELECTRICAL \\` PANEL h GF GARAGE DOOR OPENER I GARAGE --_ GF GFCI \ FOYER 1— \ _ ID GFCI NON: WALL INCE@teeL,W_ING _ ROOM \ I \ EMENT / ( I FIELD ( I/ LOCATE Cl T \I \I ALL OUTLETS THIS / I ROOM TO BE GFCI 311 PANTRY So" REFS CLOSE UC48"----48'80"---48"J i¢v L.^_____.. .. I OPANTRYQ c2 48" 481�____.�„ 80' / 30' MW V O REFG o o ILE 30.. '9. I MUD RODM _— I 0/ �0 ON \ GD DW TO WALL /� 8D CD QUADPLEX OUTLET GD SWITCH 1 IN SINK CABINET u AhGFCI \ L I 2 WP .O/ GD 3 _—oN ° _n SWITCH I �\ Dw a i i KITCHEN IN SINK CABINET / o 0 30 1 - -- --------. I(1 DECORATIVE PENDANT MOUNTED FIXTURE W 4 THERMOSTAT AT 60' A.F.F. GAS GFCI / /IPO DER I 1 1� PANTRY So" REFS CLOSE UC48"----48'80"---48"J i¢v L.^_____.. .. I OPANTRYQ c2 48" 481�____.�„ 80' (p ® 36 MW V O REFG o UP / ILE DUPLEXOUTLET \ HOOD I MUD RODM ° I 0/ �0 ON \ KITCHEN TO WALL _--` / SD CD \�—� QUADPLEX OUTLET GD SWITCH 1 IN SINK CABINET SCONCE��\ \ AhGFCI \ W BASEMEN Ti I _ 2 WP \ GD 3 _—oN ° �__— �\ Dw a i i � i 0 30'"--- o 0 30 1 - -- --------. I(1 DECORATIVE PENDANT MOUNTED FIXTURE W 4 THERMOSTAT AT 60' A.F.F. GAS GFCI / /IPO DER I 1 1� ---------� / - / I os / ALL OUTLETS THIS ROOM TO BE GFCI SMOKE DETECTOR w / I ® CARBON MONOXIDE DETECTOR / GFCI / / --- --- 1 3:O I C9� 0� ��� �8� �y WATERPROOF/ MOISTURE RECESSED FIXTURE COAXIAL CABLE/ TELEVISION D0 —__-- GFCI SWITCH CLOSET 3 -WAV SWITCH FOR PERMIT EXHAUST FAN (50 CFM) 1ST GARAGE DIMMER SWITCH PLAN UC UNDER CABINET LIGHTING O 8-5-2021 Drawn By KAM GARAGE DOOR F*He HOSE BIBB m_ OPENER \I \\I / FOYER FIELD LOCATE I O O _ _ _ �Kl LMNG ROOM GFCI (�'� /I _ HB — — _ — — o ELECTRICAL /--� PANEL t33 GFCI WP 3J4I I GFCI AWP GAS WP ELECTRICAL Y_ �/ i GFCIWPO/---_WPB-- METER/AWP---�1WP _--/AWP 0 0 _________________________________ ol 1ST FLOOR ELECTRICAL PLAN ' SCALE: Il6" =1'-O' 0 1 J DINING ROOM ias I I \ 1 1 DINING ROOM ws WP GFCI AWP I I 1 �WE 1 WP I GFCI V P SYMBOL LEGEND: C� WALL MOUNTED LIGHT FIXTURE builders DUPLEXOUTLET S �0 VANITY LIGHT FIXTURE SWITCH DUPLEX OUTLET 0 RECESSED DOWNUGHT QUADPLEX OUTLET AhGFCI GROUND FAULT CIRCUIT INTERRUPT W DECORATIVE CHANDELIER 2 WP WATERPROOF OUTLET z Z LL � 220V OUTLET W Q DECORATIVE PENDANT MOUNTED FIXTURE W 4 THERMOSTAT AT 60' A.F.F. GAS DECORATIVE/ CEILING MOUNTED FIXTURE i TELEPHONE OUTLET 1� Q -xGAS GAS LINE VALVE SD SMOKE DETECTOR w M ® CARBON MONOXIDE DETECTOR Q JUNCTION BOX 3:O CHIME/ DOORBELL WPO WATERPROOF/ MOISTURE RECESSED FIXTURE COAXIAL CABLE/ TELEVISION D0 KEYLESS UTILITY LIGHT FIXTURE Lo SWITCH �3 3 -WAV SWITCH FOR PERMIT EXHAUST FAN (50 CFM) 1ST FLOOR DIMMER SWITCH PLAN UC UNDER CABINET LIGHTING O 8-5-2021 Drawn By KAM CEILING FAN WITH LIGHT F*He HOSE BIBB m_ DVX4' FLUORESCENT LIGHT FIXTURE GAS ELECTRICAL NOTES 1. COORDINATE ALL LIGHTING LOCATIONS WITH REFLECTED CEILING. CONTACT DESIGNER IF ANY CONFLICTS. 2. VERIFY ALL LIGHT FIXTURES TYPES, SWITCHES, AND OUTLET LOCATIONS WITH OWNER. VERIFY SWITCHING REQUIREMENTS. -ALL CANS, PENDANTS AND UNDER CABINET LIGHTS TO BE DIMMABLE WNC� ❑ - PRIOR TO LIGHT SWITCHUWALK RESIDENCE WITH DESIGNER TO VERIFY AIC SWITCHING LOCATION ANDD FUNCTION. 3. ALL EXTERIOR OUTLETS TO BE WATERPROOF Atc ❑ 4. ALL OUTLETS IN KITCHEN/ GARAGE/ BATHROOMS/LAUNDRY TO BEGFCI. Wp 5. ALL OUTLETS TO BE MOUNTED AT 18" A.F.F. UNLESS OTHERWISE NOTED. Atc6. ONE- TO TWO-FAMILY DWELLINGS AND TOWNHOUSES. EACH DWELLING UNIT WITH A DEDICATED ATTACHED OR DETACHED PARKING GARAGE OR ON-SITE PARKING SPACES, SHALL BE PROVIDED WITH AT LEAST ONE ELECTRIC VEHICLE READY SPACE. THE BRANCH CIRCUIT SHALL BE IDENTIFIED AS "EV READY" IN THE PANELBOARD DIRECTORY, AND THE TERMINATION LOCATION SHALL BE MARKED AS 'EV READY". ,I builders VJ Z O W ~ z Z LL � U W Q In W WLL 1� Q 0 UJ w M >_ LL 3:O C Lo W8 -2021 FOR PERMIT 1ST FLOOR ELECTRICAL PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM E-201 0 W heat,Dv U � w 0 e%aing OMs c WE GFCI – \\ \ – – – – – – – _ _ I 1 \ I CEILING MOUNT & FAN BOX / I I MASTER BEDROOM ______ _SWITCH - ON 1ST FL Jd4WH I LAUNDRY Ll DN fL HALLWAY I EMB I _ _ `,lerSSD \)S�\ CD I LINEN TOILET D SHR O MASTER ) WP CLOSET / MASTERz®oc BATH WP – O ® i 48'—GF GFCI � _ � GFCI---------- 36^ TO UY TLIT SWITCH /–� ON 1STFL C ON 1 HALLWAY I CLOSET CEILING MOUNT 8 FAN BOX 11 \ o---\ 1 BEDROOM q D 4 2ND FLOOR ELECTRICAL PLAN ' SCALE: 1/4"=1'-0" 6- ' 8'1 \ I uT®r 48' _GFCI l� \ BATHROOM I WEe� 48" GFCI 1 I /x BEDROOM R2 / WP g / 1 I ul- / G CEILING MOUNT I OLOBET & FAN BOX �" l GFC / – J MASTER I 4 2ND FLOOR ELECTRICAL PLAN ' SCALE: 1/4"=1'-0" 6- ' 8'1 \ I uT®r 48' _GFCI l� \ BATHROOM I WEe� 48" GFCI 1 I /x I / 1\C BHR O /x WP 1\C WP g 1 I V / G 'T MASTER BATH I �\ r / CEILING MOUNT & FAN BOX I / / I / BEDROOM #3 BEDROOM \ 1 1 \ 1 CEILING MOUNT \ & FAN BOX SYMBOL LEGEND: C� WALL MOUNTED LIGHT FIXTURE �0 VANITY LIGHT FIXTURE O RECESSED DOWNLIGHT DECORATIVE CHANDELIER DECORATIVE PENDANT MOUNTED FIXTURE DECORATIVE/ CEILING MOUNTED FIXTURE ® SMOKE DETECTOR CD CARBON MONOXIDE DETECTOR WPO WATERPROOF/ MOISTURE RECESSED FIXTURE uQ KEYLESS UTILITY LIGHT FIXTURE EXHAUST FAN IN CFM) CEILING FAN WITH LIGHT D1'X4' FLUORESCENT LIGHT FIXTURE ELECTRICAL NOTES: DUPLEX OUTLET S SWITCH DUPLEX OUTLET QUADPLEX OUTLET 0GFCI GROUND FAULT CIRCUIT INTERRUPT 0WP WATERPROOF OUTLET 220V OUTLET (� THERMOSTAT AT 60M A.F.F. i TELEPHONE OUTLET GAS GAS LINE VALVE J� JUNCTION BOX © CHIME/ DOORBELL COAXIAL CABLE/ TELEVISION SWITCH ' SWAY SWITCH DIMMER SWITCH UC UNDER CABINET LIGHTING SHB HOSE BIBB 1. COORDINATE ALL LIGHTING LOCATIONS WITH REFLECTED CEILING. CONTACT DESIGNER IF ANY CONFLICTS. 2. VERIFY ALL LIGHT FIXTURES TYPES, SWITCHES, AND OUTLET LOCATIONS WITH OWNER. VERIFY SWITCHING REQUIREMENTS. - ALL CANS, PENDANTS AND UNDER CABINET LIGHTS TO BE DIMMABLE - PRIOR TO LIGHT SWITCH ROUGH -IN, WALK RESIDENCE WITH DESIGNER TO VERIFY SWITCHING LOCATION AND FUNCTION. 3. ALL EXTERIOR OUTLETS TO BE WATERPROOF 4. ALL OUTLETS IN KITCHEN! GARAGE/ BATHROOMS/ LAUNDRY TO BE GFCI. 5. ALL OUTLETS TO BE MOUNTED AT 18" A.F.F. UNLESS OTHERWISE NOTED. 6. ONE- TO TWO-FAMILY DWELLINGS AND TOWNHOUSES. EACH DWELLING UNIT WITH A DEDICATED ATTACHED OR DETACHED PARKING GARAGE OR ON-SITE PARKING SPACES, SHALL BE PROVIDED WITH AT LEAST ONE ELECTRIC VEHICLE READY SPACE. THE BRANCH CIRCUIT SHALL BE IDENTIFIED AS "EV READY" IN THE PANELBOARD DIRECTORY, AND THE TERMINATION LOCATION SHALL BE MARKED AS "EV READY". I,I builders I V / VJ WP O GFC / – J MASTER --/ / CEILING MOUNT BEDROOM I LL / & FAN BOX � U W Q In W VJ 00 Uj \ Q Q 0W M >2 J LL> SYMBOL LEGEND: C� WALL MOUNTED LIGHT FIXTURE �0 VANITY LIGHT FIXTURE O RECESSED DOWNLIGHT DECORATIVE CHANDELIER DECORATIVE PENDANT MOUNTED FIXTURE DECORATIVE/ CEILING MOUNTED FIXTURE ® SMOKE DETECTOR CD CARBON MONOXIDE DETECTOR WPO WATERPROOF/ MOISTURE RECESSED FIXTURE uQ KEYLESS UTILITY LIGHT FIXTURE EXHAUST FAN IN CFM) CEILING FAN WITH LIGHT D1'X4' FLUORESCENT LIGHT FIXTURE ELECTRICAL NOTES: DUPLEX OUTLET S SWITCH DUPLEX OUTLET QUADPLEX OUTLET 0GFCI GROUND FAULT CIRCUIT INTERRUPT 0WP WATERPROOF OUTLET 220V OUTLET (� THERMOSTAT AT 60M A.F.F. i TELEPHONE OUTLET GAS GAS LINE VALVE J� JUNCTION BOX © CHIME/ DOORBELL COAXIAL CABLE/ TELEVISION SWITCH ' SWAY SWITCH DIMMER SWITCH UC UNDER CABINET LIGHTING SHB HOSE BIBB 1. COORDINATE ALL LIGHTING LOCATIONS WITH REFLECTED CEILING. CONTACT DESIGNER IF ANY CONFLICTS. 2. VERIFY ALL LIGHT FIXTURES TYPES, SWITCHES, AND OUTLET LOCATIONS WITH OWNER. VERIFY SWITCHING REQUIREMENTS. - ALL CANS, PENDANTS AND UNDER CABINET LIGHTS TO BE DIMMABLE - PRIOR TO LIGHT SWITCH ROUGH -IN, WALK RESIDENCE WITH DESIGNER TO VERIFY SWITCHING LOCATION AND FUNCTION. 3. ALL EXTERIOR OUTLETS TO BE WATERPROOF 4. ALL OUTLETS IN KITCHEN! GARAGE/ BATHROOMS/ LAUNDRY TO BE GFCI. 5. ALL OUTLETS TO BE MOUNTED AT 18" A.F.F. UNLESS OTHERWISE NOTED. 6. ONE- TO TWO-FAMILY DWELLINGS AND TOWNHOUSES. EACH DWELLING UNIT WITH A DEDICATED ATTACHED OR DETACHED PARKING GARAGE OR ON-SITE PARKING SPACES, SHALL BE PROVIDED WITH AT LEAST ONE ELECTRIC VEHICLE READY SPACE. THE BRANCH CIRCUIT SHALL BE IDENTIFIED AS "EV READY" IN THE PANELBOARD DIRECTORY, AND THE TERMINATION LOCATION SHALL BE MARKED AS "EV READY". I,I builders VJ Z O W ~ Z LU Z LL � U W Q In W VJ 00 Uj NW I. V Q Q 0W M >2 J LL> 3:O Co Lo U 08-0.5-2021 FOR PERMIT 2ND FLOOR ELECTRICAL PLAN Project Number: 2021.03 Date 8-5-2021 Drawn By KAM E-202 oK W = W GENERAL FOUNDATION NOTES AND DESIGN CRITERIA: O� tom FOUNDATION DESIGN CRITERIA: (PER REFERENCED SOIL REPORT) /on DIY`s ALLOWABLE BEARING PRESSURE: 3,000 PSF (DL+to MINIMUM DEAD LOAD: 1,000 PSF REFER TO SOIL REPORT FOR MORE INFORMATION. 2. ALL CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000 PSI MINIMUM. 3. ALL REINFORCEMENT REBAR (GRADE 60) SHALL CONFORM TO A615ASTM SPECIFICATIONS. ALL REINFORCEMENT REBAR SHALL BE CONTINUOUS AT CORNERS AND AT INTERSECTIONS, AND HAVE A (#REBAR x 6)" LAP SPLICE. #4 REBAR - (#4) x 6 = 24" LONG SPLICE #5 REBAR - (#5) x 6 = 30" LONG SPLICE 4. WIND BRACING DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION AND DURING CONSTRUCTION, INCLUDING WALL HEIGHTS AND LENGTH, FOUNDATION STEPS, AND THE SIZE AND LOCATION OF ALL WINDOW, DOOR, AND VENT OPENINGS. 6. ANY DEVIATION OR SUBSTITUTION TO THIS DESIGN SHALL BE APPROVED BY BARTON CONSULTING SERVICES, U.C. 7. THE CONTRACTOR OR THEIR DESIGNATED AGENT(S) SHALL BE RESPONSIBLE FOR BRACING THE FOUNDATION WALLS PRIOR TO THE PLACEMENT OF BACKFILL. WE RECOMMEND THE BASEMENT SLAB OR STRUCTURAL FLOOR AND THE MAIN LEVEL FLOOR DIAPHRAGM BE INSTALLED, CONNECTED AND SHEATHED PRIOR TO THE PLACEMENT AND COMPACTION OF BACKFILL. IF THESE CONDITIONS CANNOT BE MET, PLEASE CONTACT OUR OFFICE TO ASSIST IN PRODUCING A BRACING/SHORING PAN FOR THE BACKFILL. 8. CONTRACTOR SHALL REFERTO AQUALIFIED PROFESSIONAL ENGINEER PRIORTO EXCAVATION REGARDING SHORING REQUIREMENTS. 9. THIS DESIGN INCLUDES THE DESIGN OF THE FOUNDATION AND SELECT CONTRACTED MEMBERS ASSOCIATED WITH THE FOUNDATION SYSTEM. ANY CHANGES FROM THIS DESIGN WILL VOID IT. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY CHANGES IN THE DESIGN OR OF UNEXPECTED CONDITIONS ENCOUNTERED. 10. SUBSURFACE DRAINAGE IS REQUIRED FORALL HABITABLE SPACE BELOW GRADE. INSPECTION BY APPROPRIATE MUNICIPAL OFFICIALS ORA QUALIFIED PROFESSIONAL ENGINEER IS REQUIRED PRIOR TO COVERING W ITH AGGREGATE. 11. BASEMENT WALLS REQUIRE DAMPPROOFING PRIOR TO PLACEMENT OF BACKFILL. INSPECTION BY APPROPRIATE MUNICIPAL OFFICIALS OR A QUALIFIED PROFESSIONAL ENGINEER IS REQUIRED BEFORE BACKFILL IS PACED. 12. ALL CONSTRUCTION SHALL COMPLY WITH 2018 IRC, ADOPTED MUNICIPAL AMENDMENTS AND MANUFACTURER SPECIFICATION FOR RESIDENTIAL CONSTRUCTION. 13. DESIGN LIVE LOAD: ROOF SNOW LOAD: 30 PSF FLOOR LIVE LOAD: 40 PSF SEISMIC = ZONE B WIND LOAD= 105 MPH, 3 SEC GUST EXPOSUREC Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 `OWNER SHOULD VERIFY THAT OPERATIONAL PUMP IS PLACED IN PIT AND THAT WATER IS `DAYLIGHTED DRAINS SHOULD BE SCREENED AT END TO PREVENT DEBRIS BACKFILL SHALL BE MOISTENED AND COMPACTED TO A LEVEL THAT MINIMIZES CONSOLIDATION, BUT DOES NOT DAMAGE THE FOUNDATION WALL DURING PLACEMENT. ^NONIXPONSNE' BACKFILL POLYETHYLENE PERMANENTLY ATTACHED TO FOUNDATION WALL AND PLACE UNDER DRAIN. PERMEABLE FILTER FABRK CENTS BUILDING FELT ORLARGER B-� GATE, CLFPNGMVD, �D• :+ GAIN TILE 4' ON, PERFORATED TUBING DRAINING i0 SUMP PIT OR DAYUGMING TO APPROPRIATE DRAINAGE PATTERN. SLOPE OF TUBING MINIMUM 2% HALL PLACES, PERIMETER DRAIN DETAIL DRAIN DETAIL PER VBC SECTION 18253 AND IRC SECTONS R40S AND 8406 CODE MINIMUM STANDARDS. GENERAL FRAMING NOTES: -ALL STRUCTURAL LUMBER SHALL BE STRUCTURALLY COMPARABLE TO MINIMUM HEM FIR#2 (HF #2) OR BETTER. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PROPERLY PROTECTED FROM DECAY PER IRC R317 - STUD SPACING SHALL COMPLY WITH TABLE R602.3 (5) - BALLOON WALLS AND FRAMED TALL WALLS BETWEEN 12'-1"AND 20'-0" IN HEIGHT SHALL BE FRAMED W ITH HF #2 GRADE OR BETTER. STUDS SPACING SHALL BE 12" O.C. W ITH LATERAL BLOCKING AT 8'-O'C/C. CONNECTIONS SHALL COMPLY WITH TABLE R602.3(1)AND/OR TABLE R602.3(2) -THIS RESIDENCE SHALL BE FRAMED ASA FULLY SHEATHED STRUCTURE. ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM 7/16 PEFORMANCE CATEGORY STRUCTURAL SHEATHING FOR STUDS AT MAX 16" ON CENTER. THE EXTERIOR WALL SHEATHING SHALL BE ATTACHED USING MINIMUM BD FASTENERS AT I2"D.C. WITH A4" O.C. EDGE SPACING. DISTANCEBETWEEN BRACED WALLS SHALL NOT EXCEED 35'-0" (APA SR -102D) (ALTERNATIVELY 16 GA. 2" STAPLES FASTENERS AT 8" O.C. WITH A 2" EDGE SPACING) - ALL INTERIOR BRACED WALL SHEATHING SHALL BE MINIMUM 1/2" GYPSUM WALL BOARD EA SIDE U.N.O. DISTANCE BETWEEN BRACED WALLS SHALL NOT EXCEED 35'-0". SCREW CONNECTORS @ 7" O.C. MAX. (RE: LAYOUT FOR PROPOSED BRACED WALL LOCATIONS) - SHORT WALL RETURNS LESS THAN 4' -On IN LENGTH SHALL COMPLY W ITH APA DETAILS AS SHOWN OR IRC FIGURE R602.10.6.2 REGARDING SHEATHING, NAILING PATTERNS, BLOCKING, ANCHORAGE, BRACING, AND SIMPSON TIE -DOWNS OR EQUIVALENT. SHORT WALL RETURNS SHALL NOT EXCEED AN ASPECT RATIO OF 6:1 (RE: ARCHITECTURAL DRAWINGS) - ROOF SHEATHING SHALL BE SHEATHED WITH A MINIMUM SPAN RATING OF 32/16 ANDA MINIMUM THICKNESS OF I/2". MINIMUM CONNECTIONS SHALL COMPLYWITH REQUIREMENTS AS SPECIFIED IN 2018 IRC. REFER TO TABLE R503.2.1.1 (1) AND TABLE R602.3 (1)(2) - SUB -FLOOR SHEATHING SHALL BE MINIMUM THICKNESS 5/8"SHEATHING CONNECTIONS SHALL COMPLY WITH REQUIREMENTS AS SPECIFIED IN 2018 IRC. REFER TO TABLE R503.1 AND TABLE R602.3 (1)(2) -PORCH AND DECK COLUMNS SHALL BE 3-2x4 HF #2, 4x4 HF #2, OR 2-2x6 HF #2 MINIMUM (U.N.O.) ATTACH TO FOUNDATION USING APPROPRIATE SIMPSON AB POST BASE OR EQUIVALENT. ATTACH BEAMS USING APPROPRIATE SIMPSON COLUMN TO BEAM CONNECTION OR EQUIVALENT. INSTALL PER MANUFACTURER SPECIFICATIONS. -ALL BUILT-UP 2x COLUMNS SHALL BE NAILED AND/OR STRAPPED PER CODE AND HAVE W' MINIMUM EMENDED BEARING EASIDE. (U.N.OJ - STAIR STRAPPING SHALL BE INSTALLED A MINIMUM OF 6" DOWN EACH STRINGER AND SHALL EMEND A MI NIMUM OF 6" HORIZONTAL ON ALL LANDINGS. iEi RE:ARCHFOR - DEPTH OF LEDGE FLOOR SYSTEM DETAIL #11 INVERTED FLOOR LEDGE SCALE: 1"=1'-0" ADDITIONAL #4, GRADE 60, @ TOP. 245, GRADE 60, TOP #4, GRADE 60, @ 18" O.C. VERTICAL 1. MINIMUM OF 12" OF FULL WALL CONCRETE ABOVE WINDOW OPENING. 2. MAXIMUM WINDOW OPENING OF 5'-0" HORIZONTAL. 3. ADDITIONAL REINFORCEMENT(AS SHOWN) 4. NO BEAM POCKETS OR COLUMN POST LOADS ABOVE WINDOWS UNLESS I SPECIFIED ON FOUNDATION PLAN. I (TYP) ADDITIONAL 245 WINDOW WRAP DETAIL #4 WINDOW WRAP SCALE: 1/2"=1'-0" SAWN AND TIMBERSTRAND (LSL) HEADERS OPENING # OF TRIMMER STUDS # OF KING STUDS 2'-0" - 3'-6" 1 2 101-1" -13'-0" 3 3 8'-10'-6 3 3 ENGINEERED LUMBER (LVL) HEADERS OPENING #OFTRIMMERSTUDS #OFKINGSTUDS 21-011 - 101-0" 2 3 101-1" -13'-0" 3 3 13'-0" + 3 4 HANGER SCHEDULE MEMBER 1 -PLY 2 -PLY 3 -PLY 2x JOIST LUS LUS N/A LVL BEAM HU OR MIT (MAX) HGLTV OR HGUS HGLTV OR HGUS I -JOIST IUS OR ITS IUS, MIU, OR ITS N/A A ALL HANGERS TO BE SIMPSON STRONG -TIE OR STRUCTURALLY EQUIVALENT - FOR TJI JOISTS USE APPROPRIATE HANGER WITH RESPECT TO THE DEPTH AND WIDTH. -ALL HANGERS SHOWN ARE A MINIMUM (U.N.O.) INSTALL PER MANUFACTURER SPECIFICATIONS AND (MAX) WHERE APPLICABLE. - SIMPSON LS90 ANGLES MAY BE UTILIZED AROUND ANGLED STAIR FRAMING FORSPANS 514'-0" EQUIVALENT BCI, GPI, LPI, OR RFPI JOISTS MAY BE USED IN PACE OF Tll JOISTS. REFER TO MANUFACTURER SPECIFICATIONS FOR SPANS AND SPACING BRICK LEDGE 101, ADDITIONAL#4 GRADE 60, @ TOP DFTAII #1n GRADE 60, TOP #4 GRADE 60, @ 18" O.C. VERTICAL BRICK LEDGE DETAIL SCALE: 1"=1'A" NOTE: UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL COMPLY WITH 2018 IRC, ADOPTED MUNICIPAL AMENDMENTS, AND MANUFACTURER SPECIFICATIONS FOR RESIDENTIAL CONSTRUCTION. NOTE: THE TRUSS DESIGN FOR THIS PROJECT HAS NOT YET BEEN REVIEWED. THIS DESIGN IS ADEQUATE FOR ESTIMATED DESIGN TRUSS LOADS; HOWEVER REVIEW OF THE TRUSS DESIGN BY BARTON CONSULTING SERVICES IS STILL REQUIRED PRIOR TO CONSTRUCTION. NOTE: THE GRADING/DRAINAGE FOR THIS PROJECT HAS NOT YET BEEN REVIEWED. THIS DESIGN IS ADEQUATE FOR ESTIMATED GRADING AND DRAINAGE; HOWEVER REVIEW OF THE FINAL GRADING AND DRAINAGE DESIGN BY BARTON CONSULTING SERVICES IS STILL REQUIRED PRIOR TO CONSTRUCTION. ALL STRUCTURAL MEMBERS SHOWN ARE THE MINIMUM SIZES REQUIRED. THESE MEMBERS ARE THE PRODUCT OF STRUCTURAL DERIVATIONS USING APPLIED LOADS FROM REVIEW OF ARCHITECTURAL DRAWINGS. THE CONTRACTOR MAY INCREASE THESE MEMBER SIZES TO FACILITATE AESTHETICS, AVAILABILITY, EASE AND CONTINUITY OF CONSTRUCTION, OR TO PROVIDE ADEQUATE ATTACHMENT OR NAILING SURFACE WHERE NECESSARY. NOTE: ALL CONSTRUCTION TO COMPLY WITH AISC LATEST EDITION OR ACI 318R EXCAVATION OBSERVATION REQUIRED BECAUSE OF THE NATURE OF THE SOILS AT THE SITE, AN EXCAVATION OBSERVATION IS REQUIRED PRIOR TO CONSTRUCTION AND PLACEMENT OF FOUNDATION STRUCTURE. (REFER TO REFERENCED SOIL REPORT FOR MORE INFORMATION.) BARTON CONSULTING SERVICES, LLC SCOPE OF WORK FOR THIS PROJECT IS LIMITED TO THE DESIGN OF THE FOLLOWING ITEMS: 1. FOUNDATION DESIGN AND ASSOCIATED MEMBERS (AS SHOWN) 2. STRUCTURAL LAYOUT AND DESIGN (AS SHOWN) ANY SPECIFIC DETAILS NOT SHOWN, AND ALL FRAMING CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ANY ADDITIONAL WORK REQUIRED BEYOND THIS SCOPE WILL BE BILLED AT SET HOURLY RATES. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. SEPARATE SLAB FROM COLUMN W/ 1h" EXP JOINT MATERIAL #4, GRADE 60, @ 12" O.C.E.W. MAX. II SEE FOUNDATION LAYOUT FOR PAD LOCATION, SIZE, SEE FOUNDATION AND STEEL REINFORCEMENT LAYOUT DETAIL #3 FOOTING PAD DETAIL SCALE: 1"=1'-0" 16d NAIL KING/TRIMMER STUDS (RESCHEDULES1.0) BEAM @ 12" O.C. LET (RE: GENERA FRAMING NOTES) 8d NAILS 4"EDGE 4 POINT LOAD FROMABOYE. SQUASH BLOCKING GYPSUM WALL BOARD AS AND 12" FIELD REQUIRED AND INSTALLED IN LSTEEL BEAM STEEL TO STEEL CONNECTION ACCORDANCE WITH ORSADOLE(MLDEraQ H CHAPTER 7 [IRC) FASTENERS ON BOTH J MIN24"WOOD SIDES @PANEL EDGES PANELI SHEATHING (BOTH STRUCTURAL OUTSIDE EDGES @ CORNERS) OUTSIDE CORNER DETAIL ® BEARING WALL ® INTERIORBRACEDWALL(W GYPSUM WALL BOARD) _ _ _ _ _ _ NON-LOADBEARINGPARTITION — WALL OR FLOATING WALL ROOF LINE, LINE OF FLOORABOVE, OR FLOOR EDGE TRUSSBYOTHERS GIRDFRTRUSS BYOTHFRS HIRR KING/TRIMMER STUDS (RESCHEDULES1.0) BEAM 2x BUILT-UP COLUMN SOLID (MIN) (UA.OJ LET (RE: GENERA FRAMING NOTES) a POINT LOAD FROMABOYE. SQUASH BLOCKING OR STEEL POST FROM MOW FWNGER(RE SCHEDULFSI.0) LSTEEL BEAM STEEL TO STEEL CONNECTION r ORSADOLE(MLDEraQ H W w LL L10ISr/RAmSRLEDGFR p (REDETAR"ORM) oC LY Z Zx MISS LEDGER IF REQUIRED s (REOETAIL#B ORJ91 Z ' N LOB N OZLUW V RaW I Ua mi C C O Cow orc°c �ZEn etyma QO Nm@ wr0 N �Z Please schedule inspections and observations via text: 720.458.6658 Include Namemime/Datell-ocation �F PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 5100 O LET a "CJ < U v > H W w LL a?ELL� p � oC LY Z K s o D z L Q W � N ry Z N 0 Q d N Z 6 PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 5100 O LET "CJ < U o W ur p � w U Z K jet V W L Q W � C) l~ N Q K N O Zd m z Z ,^ I—W V LU W WW , U W O < � N > Z w L.L w w U- O oY �i Z Z } 3 V Q �m l wZU 0 C w LU N u N Ln W Q c J d Y F a GO O O U PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 5100 O "CJ < W O � J l/7 Z LU w p LUV Q C) l~ LU Q Z N O m Z ,^ I—W V LU LL WW BlIFF CQN G > � N > In M L.L � O Ln } I- V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 5100 otoe FOUNDATION PLAN SCALEW-1'O" VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS NORTH Yz" DRYWALL OR 2x4 LATERAL BLOCKING @ 24" O.C. °L 18" (TYP) SECTION E -E SE 2-2x4s @ 16" O.C. " 0 ANCHOR BOLTS @ -0" O.C. EMBEDDED IN. 7" INTO CONCRETE #4 @ 12" O.C. LONGITUDINAL FLOOR SYSTEM FINALGRADE6"MIN. TOOI I �5 •PEP 10 TO SLOPEPE1010% d a 2-#5 TOP WE RECOMMEND THE INSTALLATION & BOTTOM WE RECOMMEND THE INSTALLATION 245 TOP OF THE FLOOR SYSTEM PRIOR TO THE OF THE FLOOR SYSTEM PRIOR TO THE & BOTTOM PLACEMENT OF BACKFILL PLACEMENT OF BACKFILL #4 AT 18" O.C.E.W. IN INSIDE CENTER OF WALL #4 AT 18" O.C.E.W. IN INSIDE CENTER4 OF WALL FOR WALLS 10'-1" TO 12'-0" o FOR WALLS 10'-1" TO 12'-0" c IN HEIGHT ADD ADDITIONAL IN HEIGHT ADD ADDITIONAL #5 RE BAR AT MID -HEIGHT #5 RE BAR AT MID -HEIGHT REFER TO SOILS REPORT REFER TO SOILS REPORT FOR SLAB PLACEMENT FOR SLAB PLACEMENT #4, GRADE 60, z #4, GRADE 60, i DOWELS @ 18" O.C. g DOWELS @ 18" O.C. "a ry ry p ' yp REFER TO SHEET 1 lie REFER TO SHEET 1 SOA FOR DRAIN DETAIL FOR DRAIN DETAIL #4 @ 12" O.C. #4 @ 12" O.C. 7 � LONGITUDINAL 161,(TYP) LONGITUDINAL 1611(TYP) SECTION A -A SECTION B -B SCALE: 1/2"-1'-0- SCALE: 1/2"-1'-0" N Z OSN oo �m m 0 stn Out O 1,m mr o0 LoC U) w rc c �Z q etyma Q O 020 _m 0 m Z Please schedule inspections and observations via text: 720.456.6656 Include NameMme/Date/Location PARTY WALL SCALE: 1"=1' aw 1011 Yz" O ANCHOR BOLTS @ z 6'-0" O.C. EMBEDDED a n a? MIN. 7" INTO CONCRETE 1011 1h" 0 ANCHOR BOLTS @ ADDN'L #4 � 6'-0" O.C. EMBEDDED 1 MIN. 7" INTO CONCRETE ry FINALGRADE 6"MIN. III ADDN'L#4 O �TO SLOPE 10% 1 1 r FINALGRADE 6"MIN. 2-#5 TOP ZIt amwawxw TO SLOPE 10% & BOTTOM #4, GRADE 60, Z #4 @ 18" DOWELS @18" O.C. g 2-#5 TOP O.C.E.W. N m & BOTTOM Cm #4 @ 18' 7P c O.C.E.W. M Z � REFER TO SOIL REPORT #4 @ 12" O.C. L FOR DRAIN DETAIL d LONGITUDINAL 16, (TYp) RECOMMENDED BUT CONCRETE FORM NOT REQUIRED. 4" VOIDFORM SECTION C -C SECTION D -D SCALE: 12" =1'-0" SCALE: 1/2" =I'-0-- '-O'%"O %" 0ANCHOR BOLTS@ 8" 1h"O ANCHOR BOLTS@ SEE DETAIL #11 FOR INVERTED FLOOR LEDGE 6'-0" O.C. EMBEDDED MIN. 7"INTO CONCRETE 6'-0" O.C. EMBEDDED MIN. 7" INTO CONCRETE FLOOR SYSTEM FINALGRADE6"MIN. TOOI I �5 •PEP 10 TO SLOPEPE1010% d a 2-#5 TOP WE RECOMMEND THE INSTALLATION & BOTTOM WE RECOMMEND THE INSTALLATION 245 TOP OF THE FLOOR SYSTEM PRIOR TO THE OF THE FLOOR SYSTEM PRIOR TO THE & BOTTOM PLACEMENT OF BACKFILL PLACEMENT OF BACKFILL #4 AT 18" O.C.E.W. IN INSIDE CENTER OF WALL #4 AT 18" O.C.E.W. IN INSIDE CENTER4 OF WALL FOR WALLS 10'-1" TO 12'-0" o FOR WALLS 10'-1" TO 12'-0" c IN HEIGHT ADD ADDITIONAL IN HEIGHT ADD ADDITIONAL #5 RE BAR AT MID -HEIGHT #5 RE BAR AT MID -HEIGHT REFER TO SOILS REPORT REFER TO SOILS REPORT FOR SLAB PLACEMENT FOR SLAB PLACEMENT #4, GRADE 60, z #4, GRADE 60, i DOWELS @ 18" O.C. g DOWELS @ 18" O.C. "a ry ry p ' yp REFER TO SHEET 1 lie REFER TO SHEET 1 SOA FOR DRAIN DETAIL FOR DRAIN DETAIL #4 @ 12" O.C. #4 @ 12" O.C. 7 � LONGITUDINAL 161,(TYP) LONGITUDINAL 1611(TYP) SECTION A -A SECTION B -B SCALE: 1/2"-1'-0- SCALE: 1/2"-1'-0" N Z OSN oo �m m 0 stn Out O 1,m mr o0 LoC U) w rc c �Z q etyma Q O 020 _m 0 m Z Please schedule inspections and observations via text: 720.456.6656 Include NameMme/Date/Location y 0 "CJ � LU O J L!) zLU w0 LU U LU Q N Lei Q Z ! 11 m N O w M Z H VW QN LL w LU (V LP1 M LL 00 O Ln U PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 SH EET: 51.1 w aw z W a n a? V > rc � � ry ry Z Z Z O d r o 0 Z w a y 0 "CJ � LU O J L!) zLU w0 LU U LU Q N Lei Q Z ! 11 m N O w M Z H VW QN LL w LU (V LP1 M LL 00 O Ln U PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 SH EET: 51.1 w V � r o V 'n Cm N Z � d 1- ,T 3 Z ^ V O LL ZZ W w w 7 01 3 w Z W a N W Z K w w N w N N N L~y J ~ Q a Y O U y 0 "CJ � LU O J L!) zLU w0 LU U LU Q N Lei Q Z ! 11 m N O w M Z H VW QN LL w LU (V LP1 M LL 00 O Ln U PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 SH EET: 51.1 INSTALL STEEL ANGLE LINTELS PER R703(RE: TABLE R703.8.3.1) MINIMUM 1ST FLOOR FRAMING PLAN 3/1 COLUMN BASE SHALL BE R %" MINIMUM ATTACH TO FOUNDATION W/ (2) W" 0 A307 A.B. OR BETTER. MIN 6" EMBEDMENT POST TO FOUNDATION DETAIL SCALE: 1"=1'-0" ADDITIONAL #4 GRADE 60, @ TOP FLOOR SYSTEM SIMPSON STRONG -TIE TOP -FLANGE HANGER #4 GRADE 60, @ 18" O.C. VERTICAL DETAIL #10A SINGLE PIECE NAILING PLATE CENTERED ON STEEL BEAM WITH WIDTH Y4" GREATER THAN WIDTH OF STEEL BEAM Y4" CARRIAGE BOLTS AT 32" O.C. STAGGERED. INSTALL THRU %6' PRE -DRILLED HOLES IN STEEL BEAM 1h" 0 ANCHOR BOLTS @ - 6'-0" O.C. EMBEDDED MIN. 7" INTO CONCRETE 2x6 SILL PLATE BRICK LEDGE 2-#5, GRADE 60, TOP HANGING BRICK LEDGE DETAIL SCALE: 1"=1'-0" 2x SILL RIPPED TO FIT FOUNDATION FLOOR SYSTEM SIMPSON STRONG -TIE TOP -FLANGE HANGER ALT. DETAIL #11 SECURE NAILING PLATE TO STEEL BEAM WITH CONSTRUCTION GRADE ADHESIVE f 1 TYP. STEEL BEAM NAILING PLATE TO BEAM CONNECTION SCALE: 2" =1'-0" NON-BEARING PARTITION DRYWALL ATTACH MOLDING TO NAIL FOR LBOTTOM PLATE USING LATERAL STABILITY 1"HIGH SPACER SAME THICKNESS AS DRYWALL 11h" MIN. I i CONCRETE SLAB DETAIL #1 PARTITION WALL SLIP JOINT SCALE: V =1'-0" COLUMN BASE SHALL 8" BE R Y4" MINIMUM 245, GRADE 3/16 60, TOP HANGING FLOOR DETAIL SCALE: 1"=1'-0" #4, GRADE 60, @ 18" O.C. VERTICAL It Y4" WEB STIFFENER EA SIDE BEAM AT POST ±6"4 COLUMN 3/16 3/16 DO NOT INSTALL ADJUSTABLE BEARING PLATE, COMPLETELY WELD POST TO PLATE TO BEAM POST TO BEAM (NON-ADJ) CONNECTION DETAIL (STEEL) SCALE: 1"=1'-0" Z 'NUN O� C°f 0 CW °qW I Ua mi o0 Jc 3° U i U=jW orc°C �z0) mym 0 Q a Q U v wr0 N .p2 Please schedule inspections and observations via text: 720.458.6658 Include NameMme/Date/Location 3F * INSTALLTWO(2) BOLTSAT (4) 5/8"0 x 6 EXP. ANCHOR w o 10 BEAM CORNER SADDLES 1ti ti W/ 4" MIN. EMBED INTO 1 `" EXISTING CONC. FDN. WALL(HILTI KWIK-BOLT-1 (4)5/8"0x6 EXP. ANCHOR W/4" OR EQUIVALENT)* L MIN. EMBED INTO EXISTING (4) 11/16" 0 PREDRILLED j.l CONC. FDN. WALL (HILTI BOLT HOLES N KWIK-BOLT-1 OR EQUIVALENT)* ® K ATTACH BEAM W/ v o 3/16" STITCH WELD Z (4) 11/16" 0 PREDRILLED D 2" LONG (MIN) iii BOLT HOLES ' N N Z L8x4x%x12"LONG �\i`�\ ATTACH BEAM W/3/16" d STITCH WELD 2" LONG (MIN) 6 6 3/16 L8x4x16x1O" LONG **INSTALL UPSIDE DOWN @FLUSH BEAM FLW,x8"x12" **INSTALL UPSIDE DOWN @FLUSH BEAM LOCATIONS LOCATIONS *IF REQUIRED, SADDLE MAY BE INSTALLED UPSIDE *IF REQUIRED, SADDLE MAY BE INSTALLED UPSIDE DOWN (Y4" MAX GAP WITH FOUNDATION DOWN ('A" MAX GAP WITH FOUNDATION OTHERWISE 1/2" GUSSETS REQUIRED. OTHERWISE 14" GUSSETS REQUIRED. MAIN BEAM SADDLE W CORNERSADDLE NOT TO SCALE < NOT TO SCALE Z 'NUN O� C°f 0 CW °qW I Ua mi o0 Jc 3° U i U=jW orc°C �z0) mym 0 Q a Q U v wr0 N .p2 Please schedule inspections and observations via text: 720.458.6658 Include NameMme/Date/Location 3F O "CJ � W O J v7 ZLU wO W 0:� U LU Q F.- Lu Q Z rn QV m N O ch Z Vw CQLn LL LU LU (V LP1 M LL � O LC1 } U OA i wo PROJECT:�-- 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 S1.2 w a U > > � H ur W a ? N z U K LL s o L0 Z cw G W � ' N N Z N 0 d 6 6 O "CJ � W O J v7 ZLU wO W 0:� U LU Q F.- Lu Q Z rn QV m N O ch Z Vw CQLn LL LU LU (V LP1 M LL � O LC1 } U OA i wo PROJECT:�-- 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 S1.2 w U p ur p K U K jm V1 W -L W � N K N Z 0 z3 �' W U W O < Z w w pY w ZZ> 3 a �m wZU i w w Vt W Q c J d Y F O U O "CJ � W O J v7 ZLU wO W 0:� U LU Q F.- Lu Q Z rn QV m N O ch Z Vw CQLn LL LU LU (V LP1 M LL � O LC1 } U OA i wo PROJECT:�-- 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 S1.2 A complete set of stamped truss INSTALL STEEL ANGLE LINTELS PER manufacture drawings which have been R703(RE: TABLE 8703.8.3.1) MINIMUM verified by the structural engineer of record ALL H EADERS NOT 5 HOWN OR DELINEATED shall be onsite at time of frame inspection. SHALL BE 3-2x6 HF#2 MINIMUM Uplift connections and bearing points shall LOWER ROOF FRAMING & comply with the drawings. 2ND FLOOR FRAMING PLAN SINGLE PIECE NAILING PLATE CENTERED ON STEEL BEAM WITH WIDTH Y4" GREATER THAN WIDTH OF STEEL BEAM Ya" CARRIAGE BOLTS AT 32" O.C. STAGGERED. INSTALL THRU %6" PRE -DRILLED HOLES IN STEEL BEAM DO NOT INSTALL ADJUSTABLE BEARING PLATE, COMPLETELY WELD POST TO PLATE TO BEAM R Ys' WEB STIFFENER EA SIDE BEAM AT POST t 6" CL COLUMN 3/16 SECURE NAILING PLATE TO STEEL BEAM WITH CONSTRUCTION GRADE ADHESIVE STEEL BEAM NAILING PLATE TO BEAM CONNECTION SCALE: 2" =1'-0" POST TO BEAM (NON-ADJ) CONNECTION DETAIL (STEEL) SCALE: 1"=r -W 2-7/8" 0 HOLES FOF 3d" 0 A325 BOLTS (TYP) BOLT PATTERN TYPICAL EACH LEG L4x4xYa, 71h" LONG EACH SIDE BEAM TO BEAM CONNECTION DETAIL #7 SCALE: 2" =1'-0" SIMPSON FACEMOUNT OR TOP FLANGE HANGER INSTALL PER MANUFACTURER SPECIFICATIONS GLUE AND NAIL TOP PLATE IF REQUIRED 2x BLOCKING SHALL BE ATTACHED TO THE WEB USING (2) %" 0 THRU BOLTS STAGGERED T & B @ 24" O.C. FLUSH W10x BEAM CONNECTION DETAIL L4x4xYa, 7%" LOI EACH SI BEAM TO BEAM CONNECTION DETAIL #7 SCALE: 2" =1'-0" ATTACH LEDGER USING (2) -Ya" 0 LEDGER LOK BOLTS @ 16" O.C., MIN 4" STUD / EMBEDMENT, OR BOLT TO RIM BOARD / OF #2 LEDGER LU SIMPSON HANGER OR / MATCH LEDGER BETTER. INSTALL PER TO JOIST DEPTH LEDGER DETAIL#8 MANUFACTURER SPECS. SCALE: 2"=1'.0" Z Z 0 W w U loco mo IJ>a 9 c c ALU OK r c �z U) my M to Q O W L O N S)Z Please schedule inspections and observations via text: 720.458.6658 Include Nanne/Tinne/Date/Location 3F w dw U > ✓) H LL s -------------- ? o N D / OF #2 LEDGER LU SIMPSON HANGER OR / MATCH LEDGER BETTER. INSTALL PER TO JOIST DEPTH LEDGER DETAIL#8 MANUFACTURER SPECS. SCALE: 2"=1'.0" Z Z 0 W w U loco mo IJ>a 9 c c ALU OK r c �z U) my M to Q O W L O N S)Z Please schedule inspections and observations via text: 720.458.6658 Include Nanne/Tinne/Date/Location 3F O "CJ LL O D J v7 z LU LU � V LU Q F.- Lei 0 Z m N O P) m , Z H Vw QLn IL w LU (V LP1 M LL � O Lf1 } V S1.3 w dw U > ✓) H LL s W a ? o N D z Z cw G K jm ' N N Z W 0 d � 25 6 z 6 O "CJ LL O D J v7 z LU LU � V LU Q F.- Lei 0 Z m N O P) m , Z H Vw QLn IL w LU (V LP1 M LL � O Lf1 } V S1.3 w U p ur p K U K jm V1 W Z W � N K Zd _ W U W O < Z w H w pY w ZZ 3 a l Z p a w w VI w N V W Q c J d Y F O U O "CJ LL O D J v7 z LU LU � V LU Q F.- Lei 0 Z m N O P) m , Z H Vw QLn IL w LU (V LP1 M LL � O Lf1 } V S1.3 )R RAFTER TOP PLATE (SINGLE OR DOUBLE) . BLOCKING TC TF W/ 3Rd TWFEN EACH LFTER BLOCKING BETWEEN JOISTS AND RAFTERS TO TOP PLATE 1 N..S. EXTERIOR CORNER FRAMING TOENAIL)Oln To PLATE W/ 3 -Rd COMMON OR BOX NAILS ASSHOWN. PLACE THIRD NAIL ON OPPOSITE FACE TOP PLATE (SINGLE OR DOUBLE) 2 CEILING JOIST TO PLATE N.T.S. 8 NOT USED N.TS JOIST ., NOT USED N.T.S. DOUBLE HEADER FACE NAIL HEADERS TOGETHERW/ 3 ROWS OF 16d BOX OR COMMON NAILS @ 12" O.C. AS SHOWN NOT USED 4 N.TS TOENAIL HEADER TO KING STUD W/ 4-Bd BOX OR COMMON NAILSASSHOWN. PLACE (2) ON EACH FACE OF HEADER, (4) TOTAL. KING STUD. RE: LAYOUT FOR SIZE AND QUANTITY CONTI NUOUS HEADER %RE' PLAN FOR SIZE BEARING STUDS (TRIMMERS) RE: PLAN FOR SIZE AND QUANTITY. SIMPSON HH SERIES HEADER HANGER MAY REPLACE (1)2e TRIMMER AS DESIRED 2 PIECE CONTINUOUS HEADER CONTINUOUS HEADER TO STUD 9 N.T.S. 10 N.T.S. JOIST T AT LAP SPLCF, TACE NAIL 4-16d BOX ORCOMMON NAILS ON NG BETWEENEACH SIDE OF SPLCF WHERE REO'D. G NS 1ENAIL BLOCKINGSPLICE TOP PLATE TOPPLATEW/DIRECTLYABOVE A d BOX OR STUD OR HEADER MMON NAILS DOUBLED TOP PLATE -LAP SPLICE SOLE PLATE TO JOIST/BLOCKING SOLE PLATE TO JOIST/BLOCKING 13 N 6 14 NTS 15 OVER BRACED WALL PANELS {\ N.TT.s 1 \\ `````�i% 1 TWO M�BER JOIST BUILT-UP BEAM FACE NAIL(3) ROWSOF 16d BOX OR COMMON NAILS @ ol 2" D.C. STAGGERED TOENAIL JOIST TO PLATE W/ 3-8d AND BOTTOM GYP) TOP COMMON OR BOX NAILSAS SHOWN. PLACE THIRD NAIL ON OPPOSITE FACE SILL PLATE ORGIRDER RIM JOIST TOENAIL RIM JOIST To TOP PLATE W/ 8d BOXORCOMMON NAILS @6"O.C. �y JOIST MAX OFFSET BETWEEN IWI I TOP PLATE JOIST AND STUD (SINGLE OR BELOW TO BE 1- DOUBLE) JOIST TO SILL PLATE OR GIRDER RIM JOIST TO TOP PLATE 23 N.TS 26 N.T.S. AT SPLICE, STAGGER (2) ROWS OF 16d BOX OR COMMON NAILS AT EACH SIDE OF SPLICE, TOP AND BOTTOM (2) ROWS Of 16d BOX OR COMMON NAILS, TOPAND BOTTOM AT EACH SPLICE PERMITTED ATEND OF BUILT-UP BEARING ONLTAND WHERE STUD WALL SPECIFICALLY INDICATED BUILT-UP BEAM ON DRAWINGS ONLY W/SPLICE ABOVE 28 N.T.S. lk-it- STUD WALL ](• OSB FACE NAIL SOLE PLATE TO EDGE -4" O.C., U.N.O AROVFACE IF INTERIOR SUPPORTS ARE SPACED AT48" D.C.OR MORE, SOLE JOISTS (OR BLOCKING W a 1}'•,16 GA GALV STAPLES NAIL SOLE PLATE TO PLATE BELOW 3-16d BOX OR 6" O.C.@EDGE &SEAM SOLEF JOISTS (OR BLOCKING 12"D.C.@FIELD COMMON/NAILS 016'O.C. Z PLATE BELOW W/16d BOX OR FLOOR d 1}", SCREWS( TYPE W OR S) 6"O.C.@EDGE 6: SEAM COMMON NAILS @ 16" O.C. SHEATHING VO.C.@FIELD L FLOOR W TOP PLATE LAP SPLICEJV6 '/ SHEATHING N JOIST T AT LAP SPLCF, TACE NAIL 4-16d BOX ORCOMMON NAILS ON NG BETWEENEACH SIDE OF SPLCF WHERE REO'D. G NS 1ENAIL BLOCKINGSPLICE TOP PLATE TOPPLATEW/DIRECTLYABOVE A d BOX OR STUD OR HEADER MMON NAILS DOUBLED TOP PLATE -LAP SPLICE SOLE PLATE TO JOIST/BLOCKING SOLE PLATE TO JOIST/BLOCKING 13 N 6 14 NTS 15 OVER BRACED WALL PANELS {\ N.TT.s 1 \\ `````�i% 1 TWO M�BER JOIST BUILT-UP BEAM FACE NAIL(3) ROWSOF 16d BOX OR COMMON NAILS @ ol 2" D.C. STAGGERED TOENAIL JOIST TO PLATE W/ 3-8d AND BOTTOM GYP) TOP COMMON OR BOX NAILSAS SHOWN. PLACE THIRD NAIL ON OPPOSITE FACE SILL PLATE ORGIRDER RIM JOIST TOENAIL RIM JOIST To TOP PLATE W/ 8d BOXORCOMMON NAILS @6"O.C. �y JOIST MAX OFFSET BETWEEN IWI I TOP PLATE JOIST AND STUD (SINGLE OR BELOW TO BE 1- DOUBLE) JOIST TO SILL PLATE OR GIRDER RIM JOIST TO TOP PLATE 23 N.TS 26 N.T.S. AT SPLICE, STAGGER (2) ROWS OF 16d BOX OR COMMON NAILS AT EACH SIDE OF SPLICE, TOP AND BOTTOM (2) ROWS Of 16d BOX OR COMMON NAILS, TOPAND BOTTOM AT EACH SPLICE PERMITTED ATEND OF BUILT-UP BEARING ONLTAND WHERE TWO MEMBER BEAMOCFFM SPECIFICALLY INDICATED BUILT-UP BEAM ON DRAWINGS ONLY W/SPLICE BUILT-UP GIRDER OR BEAM 28 N.T.S. lk-it- TOENAIL STUD TO SOLE PLATE W/ 3-M OR 2-16d BOX OR COMMON NAILS STUD TO SOLE PLATE 16 N,T,S, TOENAIL RAFTERTOTOP PLATE W/ 2-16d COMMON OR BOX NAILS AS SHOWN. PLACE SECOND NAIL ON OPPOSITE FACE TOP PLATE (SINGLE OR DOUBLE) MAX OFFSET BETWEEN RAFTERANDSTUD BELOW TO BE 1" RAFTER STUD TRUSS CLIP READ. NOT SHOWN FOR CLARITY. RAFTER TO TOP PLATE/BEAM FACE NAIL STUD TO STUD W/ 10d BOX OR COMMON NAILS @ 24" O.C. (BOTH FACES @ 3 -PLY ONLY) STRAP W/CS16@TOP MIDDLE AND BOTTOM OF STUD PACK PROVIDE 2-10d NAILS @ EACH FACE OF STUD. FILLALL HOLES ON SIDES. DOUBLE/TRIPLE QUADRUPLE STUD PACK AND LARGER J STUD PACK ACE OF FACE OF �� I >TUD STUD V/ 11 MULTIPLE STUD ATTACHMENT FACE NAIL TOP PLATE TO STUD W/ 2-16d BOX OR COMMON NAILS TOP PLATE % TOP PLATE TO STUD 1 • N.T.S. SUBFLOOR TO FRAMING - WOOD STRUCTURAL PANEL OR PARTICLE BOARD NG N.T.S. STRUCTURAL PANEL FASTENERTYPE OR PARTICLE NAILTYPE BOARDTHICKNESS }"&LESS Bd COMMON OR 6d DEFORMED SHAN K U.O.N. .1" ad COMMON OR DEFORMED SHANK, U.O.N. lk-it- I IN COMMON OR Ed DEFORMED SHANK, U.O.N. ](• OSB NAILSPACING: FIELD - 12" O.C. U.N.O EDGE -4" O.C., U.N.O SEAM -4" O.C. AT EACH SIDE OF SEAM U.N.O IF INTERIOR SUPPORTS ARE SPACED AT48" D.C.OR MORE, PLACE FIELD NAILSAT 6" O.C. SUPPORT (JOISTS) TUDSAT S" O.C. STUD OFFSET NAILS AT SEAMS (TYM FIELD INTERIOR WALL EDGE 6 NOT USED N.T.S. 12 DOUBLE TOP PLATE N.T.S. AT INTERSECTION, FACE NAIL 2-1 IN BOX OR COMMON NAIL AT EACH PLATE PIECE AS SHOWN (6 NAILS TOTAL) TOP PLATE, FACE MORCOMMON O.C.STAGGERED. TOP PLATE INTERSECTION 18 I NTERIOR PANEL HAI OR 44 PANELS ARE TO BE INSTALLED VERTICALLY OR HORIZONTALLY WITH BLOCKING AT SEAMS) INTERIOR PANELING NF N.T.6 PANEL FASTENERTYPE FASTENER SPACING MATFRIATHICKNF55 W 6 w_ 4" O.C.@EDGE&SEAM ad COMMON 12' O.C. @ FIELD ](• OSB A 1}", 15 GA GALVSTAPS LL ne W a 1}'•,16 GA GALV STAPLES 8"D.C.@EDGE&SEAM 0"O.C.@FIELD oc Z 6d COMMON 6" O.C.@EDGE &SEAM 1}", SCREWS (TYPE W OR S) 12"D.C.@FIELD GYP Z 0 d 1}", SCREWS( TYPE W OR S) 6"O.C.@EDGE 6: SEAM V (TOR INTERIOR BRACED WALLS) VO.C.@FIELD EXTERIOR WALL TOP PLATE Please schedule inspections and observations via text: 720.458.6658 Include NameMme/Date/Location �F Q LLI O D J V7 zLU w0 LU 0:� U �W Q L/) Lu _ 0 Z m N O m Z V W 5QN LL W Uj (V L(1 M LL � O Ln } I— V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 D1.0 W 6 w_ U A LL ne W a ? o N U' oc Z cw G V Y ' N N Z 0 d jm V 6 6 Q LLI O D J V7 zLU w0 LU 0:� U �W Q L/) Lu _ 0 Z m N O m Z V W 5QN LL W Uj (V L(1 M LL � O Ln } I— V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 D1.0 W U O > V Y p U Y jm V W L W N 1Y � z y �I^Zd 1 U O< W UM EM D °m W Z CT > Z Q l w Z � O a' UM W N w N N ULU W J F Q c > Y O U Q LLI O D J V7 zLU w0 LU 0:� U �W Q L/) Lu _ 0 Z m N O m Z V W 5QN LL W Uj (V L(1 M LL � O Ln } I— V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 D1.0 TO RPS28(16 GAUGE) TO REINFORCE TOP PLATE, AND RPS28Z (16 GAUGE ZMAX`N) TO REINFORCE SILL PLATE. O PSPN516Z (16 GAUGE ZMA)IM) AT TOP OR BOTTOM PLATES O PSPN58Z(16 GAUGE ZMAJ("'h AT TOP OR BOTTOM PLATES O NS/NSP-NAIL STOPS TO PROTECT PIPING FROM DRYWALL NAILS OR SCREWS. BORED HOLES FOR WIRING SHALL BE 1.25" FROM THE EDGE OI JOIST, STUD OR RAFTER OR SHALL BE PROTECTED WITH A 16 GAUGE (.0625 THICK) STEEL PLATE. O SS1.5(16 GAUGE) STUD SHOES REINFORCE AND PROTECT PLUMBING IN 2X. © HSS2-SDS1.5(16 GAUGE) HEAVY STUD SHOES TO REINFORCE AND PROTECT SINGLE 2X STUDS WHERE PIPE IS LOCATED. USI 12 SDS1/4X1 1/2 SCREWS (INCLUDED). TO HSS2-3.SDS3(16 GAUGE) HEAVYSTUD SHOE FOR TRIPLE ZX STUD. USES 12 SDS1/4X2 SCREWS (INCLUDED). ® MSTC(16 GAUGE) AT TOP PLATE HVAC CHASE IN EXTERIOR OR LO, O CTS218(14 GAUGE) TO REINFORCE BEARINGWALL TOP -PLATE FOR BOTH COMPRESSION AND TENSION FORCES FRAMING PENETRATION REPAIR DETAIL & SCHEDULE SCALE: NTS CTS218 COMPRESSION -TENSION STRAP 4W' MAX. GAP � I )III III 15/32" OR 1/2" APA RATED SHEATHING NAILED TO STUDS WITH 8D COMMON NAILS SPACED 4" O.C. ALONG PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORT" TYPICAL CTS INSTALLATION (ONE-SIDED INSTALLATION SHOWN) TOP PLATE PENETRATION REPAIR DETAIL SCALE: NTS MIN. 3" X 11 1/41 NET HEADER FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDSAND SILLS) (TVP.) 1000 LB. HEADER -TO -JACK -STUD STRAP ON BOTH SIDES OF — OPENING (TYP) IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS NOT REQUIRED. b x i MIN. (2) 2" X 4" (TVP.) 3-2x4 OR 2-2x6_ JACKSTUDS MIN. WIDTH BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT MIN. 2"X2"X3/16"� PLATE WASHER H"0 A325 ANCHOR BOLT (TYP.) EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) (ONE BRACED WALL SEGMENT) TOP PLATE CONTINUITY .2' TO 1 V(FINISHED WIDTH). IS REOU I RED BRACED WALL SEGMENT OUTSIDE ELEVATION SHORT RETURN BRACING WITHOUT HOLD-DOWNS AIR INFILTRATION BARRIER AS REQUIRED APPROVED WEATHER -RESISTANCE ON BUILDING PAPER OR OTHER 1 /2" GYPSUM BLOCK HORIZONTAL WALL BOARD JOINTS IN PANELS USED FOR BRACING APA RATED SHEATHING APPLIED W/ LONG DIMENSION PARALLEL TO STUDS I CONTINUOUS RIM OR BAND IOISTOR BAND JOIST PERPENDICULAR FRAMING 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL lSE ENT S 3-16d @ 16' O.C. ALONG BRACED WALL PANEL LSTENERS CONTINUOUS RIM 15TE (FRY 16" OR BAND JOIST APA RATED SHEATHING APPLIED WITH LONG �V DIMENSION ACROSS STUDS CORNER BRACING PANEL WALL SHEATHING SGLE: N" =1'-0" SCALE: W =1'-0" IF NEEDED PERPENDICULAR FRAMING BRACED WALL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING SCALE: 1" = V-0" MIN. 6" SIDING TO GRADE FULL HEIGHT ADDITIONAL FRAMING BLOCKING @ 4811 O.C. MEMBER DIRECTLYABOVE ALONG END WALLS BRACED WALL PANEL IMPORTANT REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY - SHEATHED WITH STRUCTURAL FIBERBOARD, PLYWOOD, OR OSB EXTERIOR WALLS Ed @ 6" O.C. ALONG BRACED WALL PANEL INTERIOR BRACED WALL PANEL (1h" GYPSUM WALL BOARD) 3-16d @ 16" O.C. ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUSALONG LENGTH OF BRACED WALL PANEL 8d @ 6" O.C. ALONG BRACED WALL PANEL INTERIOR BRACED - WALL PANEL (Y2" GYPSUM WALL BOARD) 3-16d @ 16" O.C. ALONG BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUSALONG LENGTH OF BRACED WALL PANEL FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER INTERIOR BRACED - WALL PANEL ffo GYPSUM WALL BOARD) 3-16d @ 16" O.C. ALONG BRACED WALL PANEL 2-16d NAILS EACH SIDE FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL BRICED WALL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING 76ALE: T" = T' -U' z01 oN$ °f O LU W hQ NOJ I Ua mi o0 �J;=1 cc 3 OO n (/J W O Y O C �myma QO 420 w 5 N pZ Please schedule inspections and observations via text: 720.458.6658 Include NameRime/Date/Location 3F dw A W N H uu Irmm LL 2 ROWS @ 3" O.C. N NAIL SOLE PLATE CONTINUOUS RIM 1000 LB. HEADER -TO -JACK -STUD TO JOIST W/ OR END JOIST :::'I{' STRAP ON BOTH SIDES OF 2-16d COMMON il'::::;'}}; ?}" NAIL SOLE PLATE ' 11 { OPENING (REF. NO. LSTA24) "•. NAILS@16"D.C. (:::::{{_ t :::: }}: TO JOIST W/ 8d @ 6" O.C. mot {{:.::::{� 7 z G z )'J' )....." 2-16d COMMON NAILS@16"o.C. ALONG BRACED ' N -}:: Z 0 Z __ Lu d WALL PANEL _= .:.�::: __ APPROVED 6 L :: ........................:: ::: BAND JOIST { WOOD STRUCTURAL PANEL N SHEATHING OVERAPPROVED IY � 3/8"MIN.THICKNESS Bd COMMON NAILS@3" BAND JOIST Zd WOOD STRUCTURAL O.C. TOP &BOTTOM SIDE ELEVATION BRACEDWALL :;::I] PANEL SHEATHING OUTSIDE ELEVATION ::::11 �Tom) PANEL IMPORTANT REQUIREMENT: usEENGINEERED wooD RIM BOARD OR DRY LUMBER RIM W 'rriaj: ONLY FOR USE ON HOMESWITH FULLY- JOISTTOMINIMIZE v 3-16d @ 16" O.C. ALONG SHEATHED WITH STRUCTURAL FIBERBOARD, POTENTIAL FOR BUCKLING < BRACED WALL PANEL PLYWOOD, OR OSB EXTERIOR WALLS. OVER BAND JOIST Z w 'J w '— SHORT RETURN BRACING WITHOUT pY w Z Too) HOLD-DOWNS BETWEEN FRAMING 3 SIDE ELEVATION SCALL'""=1-0. VCOR Q ONTINUOUS RIM l BAND JOIST IMPORTANT REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY - SHEATHED WITH STRUCTURAL FIBERBOARD, PLYWOOD, OR OSB EXTERIOR WALLS Ed @ 6" O.C. ALONG BRACED WALL PANEL INTERIOR BRACED WALL PANEL (1h" GYPSUM WALL BOARD) 3-16d @ 16" O.C. ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUSALONG LENGTH OF BRACED WALL PANEL 8d @ 6" O.C. ALONG BRACED WALL PANEL INTERIOR BRACED - WALL PANEL (Y2" GYPSUM WALL BOARD) 3-16d @ 16" O.C. ALONG BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUSALONG LENGTH OF BRACED WALL PANEL FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER INTERIOR BRACED - WALL PANEL ffo GYPSUM WALL BOARD) 3-16d @ 16" O.C. ALONG BRACED WALL PANEL 2-16d NAILS EACH SIDE FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL BRICED WALL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING 76ALE: T" = T' -U' z01 oN$ °f O LU W hQ NOJ I Ua mi o0 �J;=1 cc 3 OO n (/J W O Y O C �myma QO 420 w 5 N pZ Please schedule inspections and observations via text: 720.458.6658 Include NameRime/Date/Location 3F dw A W N H uu Irmm LL O "CJ � Lou 0 D � J Lon Z w 0 LU 0:� V Lou Q lLu Q Z rFT Q m N O ch Z F— V � W 5Q N LL W L Lou 1114� (V LP1 M LL � 0 LC1 >- H H V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 D1.1 N LLJ U w s mot 0 7 z G z ur ' N N Z 0 Lu d jm V Z 6 O "CJ � Lou 0 D � J Lon Z w 0 LU 0:� V Lou Q lLu Q Z rFT Q m N O ch Z F— V � W 5Q N LL W L Lou 1114� (V LP1 M LL � 0 LC1 >- H H V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 D1.1 N LLJ U p K ur p U Y jm V W L W N IY � Zd �Tom) W v W O < Z w H w pY w Z Too) 3 Q l p C w w NN w In Immmm LLJ W J F Q c d Y 01) 0 O U O "CJ � Lou 0 D � J Lon Z w 0 LU 0:� V Lou Q lLu Q Z rFT Q m N O ch Z F— V � W 5Q N LL W L Lou 1114� (V LP1 M LL � 0 LC1 >- H H V PROJECT: 21-218 DATE: 08/02/2021 ISSUE: 08/06/2021 D1.1 o µheat r� COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED DUPLEX RESIDENCE 5785 West 32nd Avenue Wheat Ridge, Colorado Prepared For: Hartwood Homes, LLC. 4134 Fenton St. Denver, CO 80212 Attention: Mr. Brent Metz 4PR0 Project Number: 21-11487 March 30, 2021 912 TWELFTH STREET, GOLDEN, CO 80401 303279-6418 FAX: 303-279-9588 PROD CT NO. 21-11487 March 30, 2021 Page 1 of 8 A geotechnical and geological engineering investigation was conducted at 5758 West 32nd Ave, Wheat Ridge, Colorado, to determine foundation design criteria for a proposed duplex residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area, and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for razing and removing a single family residence. A new two -unit attached single family residential structure (duplex) will be. constructed. The duplex will be two to three stories over full -depth basements. A wood frame superstructure will be supported by a reinforced concrete foundation. SZM �IrxO The site is in a fully developed residential subdivision in Denver, Colorado. The surface within this lot dips gently to the southwest. Vegetation consists of grass, trees, and plants typical of landscaped residential property in the area. PROSECT NO. 21-11487 March 30, 2021 Page 2 of 8 The only apparent geologic hazard that might affect the proposed construction is expansive soil and bedrock. Recommendations for mitigation of this hazard are included herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling two foundation design test holes in the anticipated building envelope. Approximate test hole locations are shown in Figure 1, Test Hole Location Plan. The test holes were drilled to depths of 20 to 30 feet and samples were taken at selected intervals based on anticipated foundation bearing depths and materials encountered. Lithologic logs and Standard Penetration 'test results are shown in Figure 2, Test Hole Logs. Soils have been deposited by wind and low- to high-energy stream flow. TH-1 encountered threefeetof clay overlying five feet of sandstone bedrock, overlying claystone bedrock. TH-2 encountered one foot of clay overlying ten feet of sandstone overlying claystone bedrock. Bedrock has been mapped by the U.S.G.S. as the Denver Formation. The Denver Formation consists of silty claystones and sandv siltstones interbedded with sandstones and conglomerate lenses. Swell -consolidation testing was conducted on two representative samples from depths of 4 and 34 feet below existing grade. The samples swelled between 0.6 and 1.1 percent when saturated under a constant load of 1000 psf. The maximum swell pressure was approximately 2700 psf. Detailed swell -consolidation test results are presented in Figure 3. Groundwater was not encountered during drilling or when test holes were checked seven days after drilling. Due to the geologic and topo- PROJECT NO. 21-11487 March 30, 2021 Page 3 of 8 graphic location of the site, it is unlikely that groundwater will affect the residence during or after construction. Groundwater may become more shallow following periods of heavy precipitation. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. �= MSYG P 8 Cz7I=PI0NB The foundation can be supported on controlled pressure spread footings and isolated pads designed for a maximum contact pressure of 3000 psf and a minimum contact pressure of 1000 psf. Maximum contact pressure shall be calculated using full dead load plus one-half live load. Minimum contact pressure shall be calculated using dead load only. Footings shall be proportioned, as much as practical, to maintain even contact pressures and help prevent differential settlement or heave. A four -inch void shall be placed in footing forms as required to maintain minimum contact pressure. Footings shall be constructed on relatively undisturbed soil that is smooth, even and free of organic materials, debris or rocks over three inches in diameter. Footings shall not be constructed on frozen or saturated soils. Foundation walls and other walls retaining soil that are restrained at the top shall be designed to withstand an at -rest lateral earth pressure of 60 lb/cu-ft/ft. walls retaining soil that are not restrained at the top shall be designed using an active equivalent fluid 'pressure of 40 pcf/ft. A pull-out friction coefficient of 0.8 shall be used for soil retaining structures using geotextiles as reinforcement. An equivalent fluid pressure of 250 pcf/ft shall be PROSECT NO. 21-11487 March 30, 2021 Page 4 of 8 used for passive lateral soil pressures. Concrete -to -soil friction coefficient shall be 0.4. A drain system should be constructed around the exterior basement foundation perimeter. The drain system should be constructed in compliance with details shown in Figure 4, Drain System Detail. The drain shall be graded to a sump pit with an automatic pump or a gravity outfall. The pump should discharge to the ground surface a minimum of 30 feet from the structure if a sump is used. The gravity outfall, if used, shall be clearly marked and protected from damage and clogging. Particular attention should be given to placing polyethylene along the bottom of the exterior drain and up the foundation wall and to proper grading of drain pipes. Improper grading, such as high or low spots in the drain pipes, could result in damage to the foundation and superstructure by overwetting of foundation bearing soils. Drains shall be provided in basement area wells in conformance with details presented in piques 5, Window Well Detail. SRCAPATIm SPWIFIMFICKS Soils encountered within the excavation profile are Type H according to OSHA classification parameters. These soils should hold a vertical face for a short time, but excavation sides may slough and/or fail if not retained. A typical excavation profile is presented in Figure 6, Typical Excavation Profile. Specific excavation requirements are: PROJECT NO. 21-11987 Mara 30, 2021 Page 5 of 8 1. Vertical cuts may be made to a maximum depth of four feet. The excavation shall be benched and sloped in conformance with Figure 6 if excavation depth is greater than four feet. 2. The excavation shall be set back from the property line a distance equal to the first vertical cut depth. 3. Maximum allowable effective slope of the excavation shall be 1:1 (horizontal to vertical), or 45 degrees. Excavation shoring will be required if property constraints prohibit achieving this profile. Crawl -space and garage -depth excavations may have vertical cuts abutting the property line without shoring. 4. Roof gutter down spouts from adjacent properties and surface drainage from this, and adjacent, properties shall be diverted away from the excavation during construction. Temporary shoring elements shall be designed to withstand an active lateral earth pressure of 30 pcf/ft and,a passive lateral earth pressure of 275 pcf/ft. Excavation shoring specifications can be provided if required. FOUNDATION BACKFILL Backfill placed against foundation walls shall be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. Walls should be backfilled on both sides simultaneously. Controlled puddling shall not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other hardscaping. The owner should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. o µteatQ /y o`9w,g oM PROJECT NO. 21-11487 March 30, 2021 Page 6 of B INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soil or bedrock may move if support materials become . wet. Construction of a suspended floor over crawl space is one means of minimizing risk that slab movement will occur. Expansion potential of soils at, and below, interior floor bearing elevation indicates there is a low risk of significant floor slab movement. Procedures that will help improve slab performance, minimize potential for movement, and help prevent damage, if some risk of movement can be tolerated, are: 1. Subgrade should be prepared based on the soil type encountered. Granular soils should be wetted and thoroughly compacted prior to slab placement. Expansive materials should not be compacted more than necessary during excavation and construction. Clays and silts should not be allowed to dry excessively. Thera rf ce should be thoroughly wetted 24 hours prior to slab placement. 2. A four -inch -diameter PVC conduit should be provided through the slab into the soil near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 -square -foot areas. 5. A minimum void space of one -and -one-half inches should be con- structed above or below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimum of two inches above the floor. 6. Water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is used. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor PROJPCT NO. 21-11487 March 30, 2021 Page 7 of 8 slabs should have flexible connections and allowance for movement with the slab. 8. Foundation drain systems and landscaping should be completed in strict compliance with specifications contained herein to help prevent wetting of slab support soils. LANK AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation shall be controlled to prevent additional wetting of subsoils. Automatic sprinkling systems shall be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems shall not be placed within five feet of foundation walls. installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. PROJECT NO. 21-11487 March 30, 2021 Page 8 of 8 INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated contlitions, Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms, reinforcing steel placement in foundation walls and drain system installation should also be inspected to insure compliance with these recommendations and engineered foundation plans. we are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. o µbeatR ry v TEST HOLE LOCATION PLAN ep 5785 WEST 92ND AVENUE WHEAT RIDGE, COLORADO OTH-2 EXISTING SINGLE FAMILY RESIDENCE OTH-1 W&ST 92ND AVrRf — EXPLANATION OTH-1 rxiipsmu oEsw T T Hox �0 IP Test nose ore located using roping one mop SCAM: 1' — 20' eent. Locations should be considered urate only to the degree implied by the method used. qo; PRO"�2NO. utj COMPLETE ENGINEERING SERVICES FIGURE 1 TEST HOLE LOGS Ti -1 0 5 ID 15 20 25 30 35 EXPLANATION: ® CLAY. sandy [fine to medium granedl wry site. stiff, moist, dark brown ((AL) E3 SANDSTONE: fine to medium grained, weathered in tap two feet, were hard. e0.3htly motet. grey BCIAYSTDNE sandy [fine grained], slightly cloyey, Ideal herd, moist. coupe TH-2 0 5 10 15 20 ph of s/g Indicates location of standard penetration s—c feet. Indicates 13 blowe with a 141) pound 1. g.= hammer falling 30 inches were requiring to dd w a 25' diameter sampler 12 nines. 5—C indicates sample teat.] far swell— etmtiol h Palmed one (:wlidation ) or consolPdation (—). Indicates approximate location of boundary between Ilthdcglc unite TraneMkn may be gradual. Cpy 0 2 Inocotes no groundwater present at time d Illin To f h l d h h ka l J days after drilling was re x enc a 2RO.IE��NO. W1 COMPIM EEGINEEMG SERWICES FIGURE 2 3 2 O 1 0 K 1 SWELL—CONSOLIDATION TEST RESULTS III I IMOISTURE UNIT DRY WEIGCONTENT. 42 104paf DESCRIPTION: Goystone. grey FROM: TH-1 AT 34 FEET ONSTANT PRESSURE DO DER UE WETTING 1.0 10 100 APPum PRE4VRE owe III -I I I IMOISTURE UNIT DRY WEICHTT 103.53P�f DESCRIPTION: Sandstone, clayey, gray FROM: TM -2 AT 4 FEET 0.1 10 10 APPUED PRESSURE Ucsf) PROJECT N0. 21-11487 COMPLETE ENGINEERING SERVICES m nCURE 3 o µheatR ry v DRAIN SYSTEM DETAIL e� FLOOR SYSTEM FOUNDATION WALL EXPANSION JOINT FLOOR SYSTEM - + 5 MIL POLYETHY MINIMUM 4" CLEAN GRAVEL (MINUS 3/ FOOTNG MINIMUM 8' CLEAN GRAVEL (MINUS 3/4') 3" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP ffl i AUTOMATIC PUMP OR GRAVITY OUTFALL FINAL GRADE COVER W1 +5 MILL PLASTC AND DECORATVE GRAVEL 10 FOUNDATION EXCAVATION LBACKFILL7 + 5 MIL POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG BOTTOM OF EXCAVATION MIRAFI 140N FILTER FABRIC OR EOUIV. 45 DEG. MAX. r�r ZROJ�48�NO. COMPLETE ENGINEERING SERVICES FIGURE 4 WINDOW WELL DETAIL NOTE: HARDSCAPED WINDOW OF WINDOW WELL WELL VARIES CANNOT BE CONNECTED VARIES F W WINDOW TO PERIMETER FOUNDATION ELEVATION AND GRADE DRAIN. [FOUNDATION OW WELL FLOOR SYSTEM EGRESS WINDOW MERGENCY LADDER OMPACTED EARTH MIN Y CLEAN GRAVEL RFLOW WINDOW DRAIN COMPACTED EARTH NECTED TO PERIMETER MIN 109 SLOPE DRAIN T SHALL BE MIN B' ABOVE FOUNDATION WALL � `PACTED SOL AND COVERED EXPANSION JgNT ';{^. A GRATE OR SCREEN FLOOR SYSTEM Y4elINIH EXTERIOR PERIMET DRAIN. RE: FIG. 4 PROJECT NO. 21-11487 COMPLETE ENGINEERING SERVICES FIGURE 5 o µ6eatR ry v � TYPICAL EXCAVATION PROFILE ePo 5758 WEST 32ND AVENUE WHEAT RIDGE COLORADO EXCAVAUN SPOILS 6' MIN FWNDATN HORMT E DISTANCE WM FOWDATN —}— WNL TD TDP DF E%CAVANN ON RiOPERIY INE SHd ME NO USS TUN N( E%CAVAVQN OEM .Y H MIN. 1' ribs PROJECT N0. 21-11487 COMPLETE ENGINEERING SERVICES FIGURE 6 Basement her Hours �yy Mach yy 8,12 A.10 „GGn.�nln lah,<.1st Family sea aBLan Mir sides 12914114a plt.,<n1m I notationalBsmmeea alos¢t,v apPBl x Iair 10,4 MirsIs T 0c.IQn1¢I familya2 e"'asse, I I „ 12.1case T I IE 1411 I I I= A Job c re I Perfect Home Hvsc Design I scala: l :Toa Performed by Dana Morley for: Feae 1 3tna Anad]],af vrpen eBo NwN Main Streal nBM121007 1SU12 aizozl EBs w_ wham Mise, o�¢cm s aters 8 1-3 0,511 z1 U im 170 zffi3 PNne: W13W3flB 2021 -Aim and en:on mweenupwimaz.mn m�+mpes�-anmellvec-0esion.cwn ...anal -32M Ave and Fenlon S1. First level don a: aoot I Perfect Home Hvac Design I scale: : toe PerformedMorley for: pay ,d 3214 F,,i 090Noful Main Pg 1 202t 9a5 W.&33tBaneful,UT MOM 21007-1SU122 Ohind"e'0 Phone. 801300 5118 2021 -Aug -17 d :er:1C wx+v mike®�buNen.mn .letlxl-0omo-M1vaotlesgn.wm .ona132ntl Avee and FeMon St. rer master bed \7 we areas 10,4 Second level aaaaaaa �rMet, L10,410,10rare Master bad u2 1 14,4 Irish Job #:4001 I I Scale: 1:108 Performed by Dana Morley for: Perfect Home Hvac Design 32r,1 As, and vPage 3 ' 990 North Main Street ISM-WNUnN BFd812 0 21 5M5 WEnd 9a8 aM8UT 84010 2L0g] RS1222 Wren Rana.Phone 80 0. 202 ] 00:06:14mlmgm5waW.0eet-M1omgvaodeNgn.mm Doer -32nd seve and Fenbn SL 10,10 12,12 Bed 2 Bad 3 L 10,10 1111—j w Z2 Laun"S U2 ci's U2 1014 10,4 a3d, 110, H661 U21M 1414 Master bad u2 1 14,4 Irish Job #:4001 I I Scale: 1:108 Performed by Dana Morley for: Perfect Home Hvac Design 32r,1 As, and vPage 3 ' 990 North Main Street ISM-WNUnN BFd812 0 21 5M5 WEnd 9a8 aM8UT 84010 2L0g] RS1222 Wren Rana.Phone 80 0. 202 ] 00:06:14mlmgm5waW.0eet-M1omgvaodeNgn.mm Doer -32nd seve and Fenbn SL 10,10 12,12 Bed 2 L 10,10 1111—j ad hall Z2 Laun"S U2 ci's U2 1014 10,4 a3d, 110, H661 U21M V Bar Master bad u2 1 14,4 Irish Job #:4001 I I Scale: 1:108 Performed by Dana Morley for: Perfect Home Hvac Design 32r,1 As, and vPage 3 ' 990 North Main Street ISM-WNUnN BFd812 0 21 5M5 WEnd 9a8 aM8UT 84010 2L0g] RS1222 Wren Rana.Phone 80 0. 202 ] 00:06:14mlmgm5waW.0eet-M1omgvaodeNgn.mm Doer -32nd seve and Fenbn SL 10,10 12,12 10,10 ad hall Z2 ci's U2 1014 10,4 a3d, 110, Master bad u2 1 14,4 Irish Job #:4001 I I Scale: 1:108 Performed by Dana Morley for: Perfect Home Hvac Design 32r,1 As, and vPage 3 ' 990 North Main Street ISM-WNUnN BFd812 0 21 5M5 WEnd 9a8 aM8UT 84010 2L0g] RS1222 Wren Rana.Phone 80 0. 202 ] 00:06:14mlmgm5waW.0eet-M1omgvaodeNgn.mm Doer -32nd seve and Fenbn SL w�gh�oft. Manual S Compliance Report Bmntimain unit 1 Perfect Home Hvac Design 890 Nogn Man e..t eanmm, m W10 Pinna: eotsmane WeR..,�..p,a.nn�.n.,w,�e..ia� can For. 321nd Ave and 3210 Fenton Project, Mag Construction 5785 W. 32nd Ave. & 3210 Fenton St., Wheat Ridge, CO Email: mike@magbuildem com Design Conditions 15312 Outdoor design DB: 94.YF Outdoor design WB: 60XF Indoor design OR 75.0°F Indoor RH: 50% Sensible gain: 15312 Btuh Latent gain. 0 Btuh Total gain: 15312 Btuh Es6matetl airflow: 800 clan Manufacturer's Performance Data at Actual Design Conditions Equipment type: Sp18 AC Job: 4001 Manufacturer: Amana 0&1112021 Dana all Model. ASX160181F+CAPF313786A+TXV Actual all 800 cfm Sensible capacity: 17268 Btuh 11Th of load Latent capacity: 534 Btuh 0% of load Total capacity: 17800 Btuh llrphofload SHR: 97% Design Conditions Outdoor design DB: 0XF Heat loss'. 29136 Btuh Indoor design DB: 70A"F Manufacturers Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Annetta Model : AMSS960403AN Actual airflow: 800 dm Output capacity: 38000 Btuh 130% of load Meets all requirements of ACCA Manual S. Entenng wil DB: 76.91 Entenng wil WB: 61.5'F Loading coil DB: 63.TF Temp. rise: 50 °F `gfiW!i9tiKnOR nlent3nnam wneaal 2021 rmmowrtadw 1o2bwynoouoal i..+vlmc�awd A.a.nd Fenton s_w c goal W neaePa u� Job: 4001 Date: By: 0&1112021 Dana all Y �ORe DM ve Entenng wil DB: 76.91 Entenng wil WB: 61.5'F Loading coil DB: 63.TF Temp. rise: 50 °F `gfiW!i9tiKnOR nlent3nnam wneaal 2021 rmmowrtadw 1o2bwynoouoal i..+vlmc�awd A.a.nd Fenton s_w c goal w�gh�oft. Manual S Compliance Report Bmntimain unit 2 Perfect Home Hvac Design 890 Nogn Man e..t eanmm, m W10 Pinna: eotsmane WeR..,�..p,a.nn�.n.,w,�e..ia� can For. 321nd Ave and 3210 Fenton Project, Mag Construction 5785 W. 32nd Ave. & 3210 Fenton St., Wheat Ridge, CO Email: mike@magbuildem com Design Conditions 16875 Outdoor design DB: 94.YF Outdoor design WB: 60XF Indoor design OR 75.0°F Indoor RH: 50% Sensible gain: 16875 Btuh Latent gain. 0 Btuh Total gain: 16875 Btuh Es6matetl airflow: 800 clan Manufacturer's Performance Data at Actual Design Conditions Equipment type: Sp18 AC Job: 4001 Manufacturer: Amana 0&1112021 Dana all Model. ASX160181F+CAPF313786A+TXV Actual all 800 cfrn Sensible capacity: 17268 Btuh 102% of load Latent capacity: 534 Btuh 0% of load Total capacity: 17800 Btuh 105% of load SHR: 972/ Design Conditions Outdoor design DB: 0XF Heat loss'. 30301 Btuh Indoor dosign DB: 70A"F Manufacturers Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Annetta Model : AMSS960403AN Actual airflow: 800 dm Output capacity: 38000 Btuh 1250A of load Meets all requirements of ACCA Manual S. Entenng wil DB: 76.91 Entenng wil WB: 61.5'F Loading coil DB: 63.1'F Temp. rise: 50 °F rw!i91.c�oR aiedt�nnam w.aa007 Ri12322 adw zort-,wyn000es ACCT Ign i.avamc�namd A.a.nd Fawn a cak-u2 F.Pza W neaePa u� Job: 4001 Date: By: 0&1112021 Dana all Y O`' Re DM Entenng wil DB: 76.91 Entenng wil WB: 61.5'F Loading coil DB: 63.1'F Temp. rise: 50 °F rw!i91.c�oR aiedt�nnam w.aa007 Ri12322 adw zort-,wyn000es ACCT Ign i.avamc�namd A.a.nd Fawn a cak-u2 F.Pza w�gh�oft. Manual S Compliance Report Upper unit 1 Perfect Home Hvac Design 890 Nogn Man e..t eanmm, on W10 Pinna: eotsmane WeR..,�..p,a.nn�.n.,w,�e..ia� can For. 321nd Ave and 3214 Fenton Project, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem com Design Conditions 14280 Outdoor design DB: 94.YF Outdoor design WB: 60XF Indoor design OR 75.0°F Indoor RH: 50% Sensible gain: 14280 Btuh Latent gain. 0 Btuh Total gain: 14280 Btuh Es6matetl airflow: 800 clan Manufacturer's Performance Data at Actual Design Conditions Equipment type: Sp18 AC Job: 4001 Manufacturer: Amana 0&1112021 Dana all Model. ASXi60181F+CAPF313786A+TXV Actual all 800 cfm Sensible capacity: 17268 Btuh 121% of load Latent capacity: 534 Btuh 0% of load Total capacity: 17800 Btuh 125% of load SHR: 97a/ Design Conditions Outdoor design DB: 0XF Heat loss'. 23121 Btuh I ndcor design DB: 70A"F Manufacturers Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Annetta Model : AMSS960402814 Actual airflow: 800 dm Output capacity: 38000 Btuh 1640A of load Meets all requirements of ACCA Manual S. Entenng wil DB: 78.0'F Entenng wil WB: 62.XF Loading will DB: 66.FF Temp. rise: 50 °F �`r, gfiW!i9tiKOR nlent3nnam wneaal 2021 21 0 07 Rai 12322 Fmmmnrtadw 1o2bwynoouon3 Ign IeaVAyC —X3 dAva ad Fenton ea W C PNa] W neaePa u� Job: 4001 Date: By: 0&1112021 Dana all Y �ORe DM ve Entenng wil DB: 78.0'F Entenng wil WB: 62.XF Loading will DB: 66.FF Temp. rise: 50 °F �`r, gfiW!i9tiKOR nlent3nnam wneaal 2021 21 0 07 Rai 12322 Fmmmnrtadw 1o2bwynoouon3 Ign IeaVAyC —X3 dAva ad Fenton ea W C PNa] * wriwmft Duct System Summary Bmntlmain unit 1 Perfect Home Hvac Design seen eonmMi.mMD,D anon.:emamsna w For: 32nd Ave and 3214 Fenton Project, Mag ConsVudon 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com Supply Branch Detail Table Heatlng Whea1R6 u� Job: 4001 0.57 in H2O Date: By: OW1112021 Dana Motley Y �'ng DM Supply Branch Detail Table Heatlng Cooling External static pressure 0.57 in H2O 0.57 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply I return available pressure 0.14010.090 in H2O 0.140 / 0.090 in H2O Lowest friction rate 0.060 in1100ff 0.080 in/100X Actual air flow 800 cfm 800 dm Total effective length (TEL) (BWh) 398 ft Supply Branch Detail Table Rdh,.SIaaDDn..sM2a2,2to^7RaMt2DQ2M,wet Paa:t .ien Ma.va.Dcwon dA.a ane Fans W c.M M.D r Door saw Trunk HugCIg Design Veloo Diem HxW Dud Name Design Htg Clg Design Diem HxW Dud Actual Ftg.Egv 514 Name (BWh) (dm) (dm) FR (in) (in) Matti Ln (fl) Ln (fl) Trunk ShtMetl h 639 21 15 0.060 6.0 0x0 ShMt 10.5 145.0 sty h 1917 63 59 0.060 6.0 0x0 ShMt 25.0 150.0 s14 own h 3882 127 109 0.060 7.0 0x0 ShMt 25.5 140.0 s14 Family h 2100 69 54 0.060 6.0 0x0 ShMt 20.0 135.0 sty Familia h 2100 69 54 0.060 6.0 0x0 ShMt 31.5 130.0 sty Foy., c 1790 101 102 0.060 6.0 0x0 ShMt 55.5 180.0 stm c 1326 20 76 0.060 6.0 0x0 ShMt 22.0 140.0 sty Daae c 1903 96 109 0.060 7.0 0x0 ShMt 22.0 120.0 sty ^N^ c 1903 96 109 0.060 7.0 0x0 ShMt 5.5 130.0 s14 ^�me c 1903 98 109 0.060 7.0 0x0 ShMt 10.0 150.0 sty h 248 8 2 0.060 6.0 0x0 ShMt 33.5 1]0.0 st6A suvaabd h 10]8 35 2 0,0601 6.01 0x0 ShMt 52.5 190.0 sum Rdh,.SIaaDDn..sM2a2,2to^7RaMt2DQ2M,wet Paa:t .ien Ma.va.Dcwon dA.a ane Fans W c.M M.D r Door saw Trunk HugCIg Design Veloo Diem HxW Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 514 523 0.060 673 12.0 14 x 8 ShtMetl st4 Peak AVF 286 2]] 0.080 514 9.6 10 x 8 ShtMetl st5A Peak AVF 144 108 0.080 259 ].4 10 x 8 ShtMetl sty Rdh,.SIaaDDn..sM2a2,2to^7RaMt2DQ2M,wet Paa:t .ien Ma.va.Dcwon dA.a ane Fans W c.M M.D r Door saw Return Branch Detail Table maA,.alneMM..as,20212,o^,Raa,2a22Pm,2 c .ie•M..wreac�nnaa�e A,, Ild F�� s c M.nr oPory W�,wer Name Trunk Tyge Hig (dm) I CIg (dm) Design Vebc Diann HxW FR (fpm) (in) (in) Dud Material Trunk rt3A rt3 Peak AVF Peak AVF 320 800 397 800 0.058 596 10.9 12 x 8 0.058 600 14.9 8 x 24 Grille Htg CIg TEL Design Veloc Diam H x W StuclfJoist Duct Name Sim (in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mad Trunk rb13 0x0 125 71 105.0 0.086 125 6.5 12.00x12 10x29 SJSp n3 rb12 0x0 132 113 93.5 0.096 190 6.5 10.00x10 10x20 SJSp n3 rbi 0x0 223 218 92.0 0.098 178 7.9 30.00x8 10x38 SJSp n3 rbi8 0x0 116 185 155.5 0.058 148 8.2 6.00x30 10x38 SJSp n3A rb19 0x0 204 213 151.0 0.080 170 8.6 30.Wx6 10x38 SJSp n3A maA,.alneMM..as,20212,o^,Raa,2a22Pm,2 c .ie•M..wreac�nnaa�e A,, Ild F�� s c M.nr oPory W�,wer Name Trunk Tyge Hig (dm) I CIg (dm) Design Vebc Diann HxW FR (fpm) (in) (in) Dud Material Trunk rt3A rt3 Peak AVF Peak AVF 320 800 397 800 0.058 596 10.9 12 x 8 0.058 600 14.9 8 x 24 ShtMetl ShtMetl rt3 maA,.alneMM..as,20212,o^,Raa,2a22Pm,2 c .ie•M..wreac�nnaa�e A,, Ild F�� s c M.nr oPory W�,wer * wriwmft Duct System Summary Bmntlmain unit 2 Perfect Home Hvac Design se,n eonmMi.mMD,D anon.:emamsna w For: 32nd Ave and 3214 Fenton Project, Mag ConsVudon 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heatlng 0.55 in H2O 0.34 in H2O 0.21 in H2O 0.131 / 0.079 in H2O 0.060 in/100ft 800 cfm 368 ft Cooling 0.55 in H2O 0.34 in H2O 0.21 in H2O 0.131 / 0.079 in H2O 0.060 in/100ft 800 dm WhearR6 u� Job: 4001 Design Date: By: OW1112021 Dana Motley Y �'ng DM Cooling 0.55 in H2O 0.34 in H2O 0.21 in H2O 0.131 / 0.079 in H2O 0.060 in/100ft 800 dm RdhtsIa,DDn.msM202121007RBMtwet Pat,3 .ie, fi,~won dA,,,na F,ntn s c.M M.D Fmni Door saw Trunk HtgCIg Design Veloc Dam HxW Dud Name Design Htg Clg Design Diam HxW Dud Actual Ftg.Egv 200 Name (BWh) (din) (dm) FR (in) (in) Matti Ln (ft) Ln (ft) Trunk ShtMetl h 676 21 1 0.060 6.0 0x0 ShMt 22.0 155.0 stm h 2102 88 53 0.060 6.0 0x0 ShMt 17.0 130.0 st3 ownuQ h 3882 122 110 0.060 7.0 0x0 ShMt 32.0 160.0 s12 F,miyo2 h 2680 84 59 0.060 6.0 0x0 ShMt 31.5 170.0 s12 F,miyu2A h 2680 84 59 0.060 6.0 0x0 ShMt 26.5 135.0 st3 F,wuo h 2851 90 55 0.060 6.0 0x0 ShMt 27.0 150.0 stm c 1307 20 67 0.060 6.0 0x0 ShMt 17.5 140.0 st3 Maea c 2924 112 151 0.060 8.0 0x0 ShMt 19.0 120.0 st3 c 2924 112 151 0.060 8.0 0x0 ShMt 11.5 130.0 s12 Mnemn.¢ c 1782 81 92 0.060 6.0 0x0 ShMt 50.0 180.0 stm baud h 2481 81 1 O.WOj 6.01 0x0 ShMt 31.0 170.0 st3A RdhtsIa,DDn.msM202121007RBMtwet Pat,3 .ie, fi,~won dA,,,na F,ntn s c.M M.D Fmni Door saw Trunk HtgCIg Design Veloc Dam HxW Dud Name Type (din) (chn) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 200 149 0.060359 8.4 10 x 8 ShtMetl st3 su Peak AVF 318 320 0.080 576 10.0 10 x 8 ShtMetl st3 Peak AVF 482 JIM 0.080 819 11.8 14 x 8 ShtMetl RdhtsIa,DDn.msM202121007RBMtwet Pat,3 .ie, fi,~won dA,,,na F,ntn s c.M M.D Fmni Door saw Return Branch Detail Table +fEw+ad^R' RahtslleMM..as,zo,z,o^,Raa,�Pap4 c .ie•M..wreac�nnaa�e A.a.la F�� s c M.nr oPory W,wer Trunk Hag CIg Design Veloo Diem HxW Dud Name Type (dm) (dm) FR (fpm) (in) (in) Grille Htg CIg TEL Design Vekc Diem H x W StuclfJoist Duct rt6A Name Sim (in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mad Trunk rb15 0x0 150 113 65.5 0.120 217 6.5 10.00x10 10x20 SJSp r16 rb14 0x0 106 61 113.5 0.069 106 6.4 12.00x12 10x29 SJSp ra6A rb2 0x0 202 205 126.5 0.062 164 8.4 30.00x6 10x38 SJSp ra6A rb18 0x0 211 203 138.0 0.057 169 8.6 6.00x30 10x38 SJSp ra6A rb17 0x0 132 218 75.5 0.104 174 7.7 30.00x6 10x38 SJSp rt7 +fEw+ad^R' RahtslleMM..as,zo,z,o^,Raa,�Pap4 c .ie•M..wreac�nnaa�e A.a.la F�� s c M.nr oPory W,wer Trunk Hag CIg Design Veloo Diem HxW Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk rib Peak AVF 668 582 0.057 668 13.3 18 x 8 ShaMeal rat rt6A Peak AVF 518 469 0.057 518 12.1 18 x 8 ShaMeal rah rt7 Peak AVF 132 218 0.104 327 7.7 12 x 8 ShaMeal rat M2 Peak AVF 800 800 0.057 600 14.2 24 x 8 ShaMeal +fEw+ad^R' RahtslleMM..as,zo,z,o^,Raa,�Pap4 c .ie•M..wreac�nnaa�e A.a.la F�� s c M.nr oPory W,wer * wriwmft Duct System Summary Upper unit 1 Perfect Home Hvac Design scan eonmmi.mMD,D anon.:emamsna w For: 32nd Ave and 3214 Fenton Project, Mag Consbudon 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heatlng 0.57 in H2O 0.34 in H2O 0.23 in H2O 0.156 / 0.074 in H2O 0.060 in/100ff 800 cfm 410 ft Cooling 0.57 in H2O 0.34 in H2O 0.23 in H2O 0.156 / 0.074 in H2O 0.060 in/100X 800 dm W heee u� Job: 4001 Date: By: OW1112021 Dana Motley Y �'ng DM Cooling 0.57 in H2O 0.34 in H2O 0.23 in H2O 0.156 / 0.074 in H2O 0.060 in/100X 800 dm Supply Trunk Detail Table Trunk Design Htg Clg Design Diam HxW Dud Actual Ftg.Egv Type Name (BWh) (dm) (dm) FR (in) (in) Matl Ln (fl) Ln (fl) Trunk Bah c 127 6 7 0.060 6.0 0x0 VIFx 2.1 95.0 304 0.060 c 2545 113 143 0.060 8.0 0x0 VIFx 19.7 100.0 st7 6,13 h 2451 85 81 0.060 6.0 0x0 VIFx 38.6 155.0 sttf 8.0 h 2451 85 81 0.060 6.0 0x0 VIFx 32.9 130.0 stif H.mao h 2540 88 54 0.060 6.0 0x0 VIFx 20.3 115.0 still un^an c 1175 42 66 0.060 6.0 0x0 VIFx 19.6 95.0 st6 MbAh c am 46 48 0.060 6.0 0x0 VIFx 40.3 165.0 st10A c 203 10 11 0.060 6.0 0x0 VIFx 33.0 145.0 st10A h 4442 154 152 0.060 8.0 0x0 VIFx 42.8 235.0 st10B ^^^^ h 4442 154 152 0.060 8.0 0x0 VIFx 39.9 185.0 st10A h 5ml 191 8 O.NOI 6.01 0x0 VIFx 38.8 215.0 st10B Supply Trunk Detail Table Rdh,.SIa,Dan..se2a2,2tq^7Ra0t2DQ2M,wet Paas .ien m..wreDcwon dA.o.na Fontn s c.c mw F Door as w Trunk Htg Clg Design Veloc Dam HxW Dud Name Type (din) (din) FR (fpm) (in) (in) Material Trunk st11 Peak AVF 170 161 0.060 486 8.0 0 x 0 VinlFlx st7 st7 Peak AVF 282 304 0.060 687 9.0 0 x 0 VinlFlx st10A Peak AVF 382 370 0.060 701 10.0 0 x 0 VinlFlx st10 st10B Peak AVF 173 159 0.060 495 8.0 0 x 0 VinlFlx st10A st10 Peak AVF 470 423 0.060 598 12.0 0 x 0 VinlFlx ads S16 Peak AVF 512 489 0.060 652 12.0 0 x 0 VinlFlx Rdh,.SIa,Dan..se2a2,2tq^7Ra0t2DQ2M,wet Paas .ien m..wreDcwon dA.o.na Fontn s c.c mw F Door as w Return Branch Detail Table Return Trunk Detail Table Name Trunk Type Htg (drn) I Clg (dim Design FR Veloc Diam HxW (fpm) (in) (in) Dud Material Trunk Grille Htg CIg TEL Design Veloc Diam H x W StuclfJoist Duct Name Sim (in) (dm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mad Trunk rbit 0x0 140 131 132.0 0.058 400 8.0 N 0 MR rib rb8 0x0 136 135 112.0 0.068 390 8.0 N 0 MR rib rb9 0x0 197 223 69.5 0.107 505 9.0 N 0 MR rib rb10 0x0 327 311 105.0 0.071 599 10.0 N 0 MR rib Return Trunk Detail Table Name Trunk Type Htg (drn) I Clg (dim Design FR Veloc Diam HxW (fpm) (in) (in) Dud Material Trunk ria rt4 Peak AVF Peak AVF 800 800 800 800 0.058 0.056 573 16.0 0 x 0 573 16.0 0 x 0 VinlFlx VinlFlx r14 maA,.alne&U..as,zo,z,o^,Raa,�Pm,6 c .ie•M..wreac�nnaa�e A.a.la F�� s c M.nr oPory W,wer * wriwmft Duct System Summary Upper unit 2 Perfect Home Hvac Design se.n earmMi.mMo,o Rnon.:emamsna w For: 32nd Ave and 3214 Fenton Project, Mag Consbudon 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com Supply Branch Detail Table Heatlng W heee u� Job: 4001 0.58 in H2O Date: By: OW1112021 Dena Motley Y �'ng DM Supply Branch Detail Table Heatlng Cooling External static pressure 0.58 in H2O 0.58 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.170 / 0.0]0 in H2O 0.170 / 0.070 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100X Actual air flow 800 cfm 800 dm Total effective length (TEL) (BWh) 461 ft Supply Branch Detail Table Supply Trunk Detail Table Hug Design Htg Clg Design Diam HxW Dud Actual Ftg.Egv (dm) Name (BWh) (dm) Win) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 0.060 C 96 4 5 0.060 6.0 NO VIFx 12.5 110.0 SO 515 C 1841 81 83 0.060 6.0 NO VIFx 38.7 1]0.0 st8 12.0 C 1841 81 83 0.060 6.0 NO VIFx 39.9 220.0 SABA 0 x 0 c 2843 112 143 0.060 8.0 NO VIFx 33.0 245.0 st8A VinlFlx h 1]/1 58 55 0.060 6.0 0x0 VIFx 29.1 160.0 st9 H.mwre h 2511 82 78 0.060 6.0 0x0 VIFx 36.9 2060 stm HmO h 1024 33 14 0.060 6.0 0x0 VIFx 40.1 245.0 st9A tfisuQ h 1024 33 14 0.060 6.0 0x0 VIFx 38.1 260.0 st9A unnenn2 c 796 5 40 0.060 6.0 0x0 VIFx 10.5 90.0 SO c 212 9 11 0.060 6.0 0x0 VIFx MA 210.0 st9 h 4057 132 127 0,0601 8.01 0x0 VIFx 45.8 280.0 st9A A h 4057 132 127 0.060 8.0 0x0 VIFx 40A 1]0.0 st9 h 1111 36 18 0.060 8.0 0x0 VIFx 35.0 160.0 st8 c 37 2 2 0.060 6.0 0x0 VIFx 38.5 190.0 st9 Supply Trunk Detail Table Hug Clg Design Veloc Diam HxW Dud Name Type (dm) (din) FR (fpm) (in) (in) Material Trunk st8A Peak AVF 275 304 0.060 557 10.0 0 x 0 VinlFlx st8 SO Peak AVF 393 404 0.060 515 12.0 0 x 0 VinlFlx stt Sal Peak AVF 399 351 0.060 508 12.0 0 x 0 VinlFlx stt st1 Peak AVF 800 800 0.060 573 16.0 0 x 0 VinlFlx st9A Peak AVF 198 155 0.060 449 9.0 0 x 0 VinlFlx st9 noh,_saa.B u nouml 202, 21 0 07 Rsat23'zere, wet Paear .ien M..wM2 won d A,, ad Fentn St c e M.M Fmni Door n w Return Branch Detail Table Return Trunk Detail Table Name Trunk Type Htg (drn) I Clg (drn) Design FR Veloc Diam HxW (fpm) (in) (in) Dud Material Trunk Grille Htg CIg TEL Design Veloc Diam H x W StuclfJoist Duct Name Sim (in) (dm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mad Trunk rb7 0x0 202 266 55.0 0.128 602 9.0 N 0 MR Ni rb6 0x0 126 109 90.5 0.078 360 8.0 N 0 MR rt5 rb5 0x0 151 115 135.0 0.052 432 8.0 N 0 MR rt5 rb4 0x0 321 310 116.0 0.061 589 10.0 N 0 MR rt5 Return Trunk Detail Table Name Trunk Type Htg (drn) I Clg (drn) Design FR Veloc Diam HxW (fpm) (in) (in) Dud Material Trunk rt5 Mt Peak AVF Peak AVF 598 800 534 800 0.052 0.052 559 14.0 0 x 0 573 16.0 0 x 0 VinlFlx VinlFlx r11 maA,.alne&U..as,zo,z,o^,Raa,�Pau8 c .ie•M..wreac�nnaa�e A.a.la F�� s c M.nr oPory W,wer w�gh�oft. Manual S Compliance Report Upper unit 2 Perfect Home Hvac Design 890 Nogn Man e..t eanmm, on W10 Pinna: eotsmane WeR..,�..p,a.nn�.n.,w,�e..ia� can For. 321nd Ave and 3210 Fenton Project, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem com Design Conditions 15877 Outdoor design DB: 94.YF Outdoor design WB: 60XF Indoor design OR 75.0°F Indoor RH: 50% Sensible gain: 15877 Btuh Latent gain. 0 Btuh Total gain: 15877 Btuh Es6matetl airflow: 800 clan Manufacturer's Performance Data at Actual Design Conditions Equipment type: Sp18 AC Job: 4001 Manufacturer: Amana 0&1112021 Dana all Model. ASXi60181F+CAPF313786A+TXV Actual all 800 cfrn Sensible capacity: 17268 Btuh 109% of load Latent capacity: 534 Btuh 0% of load Total capacity: 17800 Btuh 112%ofload SHR: 97a/ Design Conditions Outdoor design DB: OXF Heat loss'. 24620 Btuh I ndcor dosign DB: 70A"F Manufacturers Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Annetta Model : AMSS960402814 Actual airflow: 800 dm Output capacity: 38000 Btuh 1540A of load Meets all requirements of ACCA Manual S. Entenng wil DB: 78.1°F Entenng wil WB: 62.XF Loading will DB: 66.TF Temp. rise: 50 °F Aft `gfiW!i9tiKOR li nlent3nnam wneal 2021 21 0 07 Rai 12322 1o3bwynooIgn i..+vlmc�nawd A.a.nd Fenton a carmmowrtadw Ponteaa W neaePa u� Job: 4001 Date: By: 0&1112021 Dana all Y �ORe DM ve Entenng wil DB: 78.1°F Entenng wil WB: 62.XF Loading will DB: 66.TF Temp. rise: 50 °F Aft `gfiW!i9tiKOR li nlent3nnam wneal 2021 21 0 07 Rai 12322 1o3bwynooIgn i..+vlmc�nawd A.a.nd Fenton a carmmowrtadw Ponteaa wrightsoft Load Short Form BmnNmain unit 1 Perfect Home Hvae Design Be,K aa.naMrmMa,a Pnon.:�,�a4„e w For: 32nd Ave and 3214 Fenton Project, Mag Construction 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com HEATING EQUIPMENT Hit; whearR6 u� Job: 4001 1 Date: By: 0&11/2021 Dana Motley Y �'ng DM HEATING EQUIPMENT Hit; CIS Infiltration AMANA DISTINCTIONS Outside db ('F) 1 94 Method Simplfied Inside db (-F) 70 75 Construct quality Semi -fight Design M (°F) 69 19 Fireplaces 2 (Average) Daily range Heating input H Stub Inside humidity (%) 30 50 Temperature rise Moisture difference(gr4b) 34 -38 800 HEATING EQUIPMENT Amana Make Amana AMANA DISTINCTIONS Con! Trade AMANA Coil CAPF3137BM+TXV Model AMSS960403AN 800 dm Air flow factor AHRIref 10515344 Static pressure 0.57 in H2O Efficiency 96.1 AFUE 8 Heating input 40000 Stub Heating output 38000 Stub Temperature rise 53 -F Actual air flow 800 dm Air flow factor 0.033 dmBtuh Static pressure 0.57 in H2O Space thermostat Storage/u8I 179 COOLING EQUIPMENT Make Amana Trade AMANA DISTINCTIONS Con! ASX160181F Coil CAPF3137BM+TXV AHRI ref Efficiency 13.0 EER, 16 SEER Sensible cooling 17266 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.057 dM6tuh Static pressure 0.57 in H2O Load sensible heat ratio 1.00 ROOM NAME Area (ft) Hug load (BWh) CIg load (Btuh) Htg AVF (cfm) CIg AVF Win) Foyer 242 3065 1790 101 102 For 36 248 29 8 2 Living 496 8741 5709 287 326 Kitchen 252 624 1326 20 76 Dining 180 3882 1910 127 109 Storage/u8I 179 1076 33 35 2 Family 637 4199 1906 138 109 1 90 0 0 0 0 B bath 62 639 261 21 15 Bsmnt bed 200 1917 1027 63 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +1Fw+a RBaM.au.,bMnvusa2o2,2,ga,RBM,2D22M,we, Pat„ nen m..wreaconnaa�e a...na rammsL.no c.m MJia r mmn sa< w BmnVmain unit 2411 24393 13991 800 8B� Other equip loads 4743 1321 Equip. ® 0.99 RSM 15205 Latent cooling 0 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. iw.+a.`o�e eaM.au.,aM.a.s.zo,„g07RaM,=,wet Pg,2 ne, f.w,aecwnn dA,, ,d F. SL.w c.e Mm r mDw a W whearR6 u� wrightsoft Load Short Form Jab' 4001 Date: OW1112021 BmnNmainunit 2 By: Dana money 'ngDM' Perfect Home Hvae Design ae,K aa.�aMrma.o,o Pann.:�,�as„0 w For: 32nd Ave and 3214 Fenton Project, Mag Construction 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com HEATING EQUIPMENT Make Hit; CIS Infiltration AMANA Outside DID ('F) 1 94 Method Simplfied Inside db (-F) 70 75 Construction quality Semi -tight Design M (°F) 69 19 Fireplaces 2 (Average) Daily range dmBtuh H 0.55 Inside humidity (%) 30 50 0.55 in H2O Moisture difference(gr4b) 34 -38 0 HEATING EQUIPMENT Make Amana Trade AMANA Model AMSS960403AN AHRIref 10515344 Efficiency 96.1 AFUE Hug load (Btuh) Heating input 40000 Stub Heating output 38000 Stub Temperature rise 53 -F Actual air flow 800 dm Air flow factor 0.031 dmBtuh Static pressure 0.55 in H2O Space thermostat Static pressure 0.55 in H2O COOLING EQUIPMENT Make Amana Hug load (Btuh) Trade AMANA DISTINCTIONS Htg AVF (cfm) Con! ASX160181F Family u2 Coil CAPF3137BM+TXV 5381 AHRI ref 169 Efficiency 13.0 EER, 16 SEER Sensible cooling 17266 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.052 dmBtuh Static pressure 0.55 in H2O Load sensible heat ratio 1.00 ROOM NAME Area (ft) Hug load (Btuh) CIO load (Btuh) Htg AVF (cfm) CIO AVF Win) Family u2 902 5381 2303 169 119 B bath u2 78 676 22 21 1 Earl bed u2 172 2102 1034 66 53 I u2 98 0 0 0 0 Mudlstm u2 176 2571 1782 81 92 Kitchen u2 314 624 1307 20 67 Dining u2 180 3882 2136 122 110 pdr u2 36 248 29 8 1 Foyer u2 124 2851 1058 90 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +1Fw+a RaaM.au..MMn.usa202121007RaM,2�22a,we, Pat,3 nen M..wreaconoa dA...nu Fa St c.e MJia F Door na� w Bmngmain unit 2500 2503215519 800 8B� Other equip loads 0868 1358 Equip. ® 0.99 RSM 18756 Latent cooling 0 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. iw.+a.`o�e eaM.au.,aM.a.s.zo,„g07RaM,=,wet Pg,< ne, m..va.gconnaa�e A,, ,d F. SL.w c.e Mm r mDw a W wrightsoft Load Short Form Upper unit Perfect Home Hvac Design Be,K aanaMrmMa,a Pnon.:�,�a4„e w For: 32nd Ave and 3214 Fenton Project, Mag Construction 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com HEATING EQUIPMENT Hit; whearR6 u� Job: 4001 1 Date: By: OW1112021 Dana Motley Y �'ng DM HEATING EQUIPMENT Hit; CIS Infiltration AMANA DISTINCTIONS Outside db ('F) 1 94 Method Simplfied Inside db (-F) 70 75 Construct quality Semi -fight Design M (°F) 69 19 Fireplaces 2 (Average) Daily range HeaBng input H Stub Inside humidity (%) 30 50 Temperature rise Moisture difierence(gr4b) 34 -38 800 HEATING EQUIPMENT Amana Make Amana AMANA DISTINCTIONS Con! Trade AMANA Coil CAPF3137BM+TXV Model AMSS960402BN 800 dm Air flow factor AHRI ref 7368085 Static pressure 0.57 in H2O Efficiency 96.1 AFUE 42 HeaBng input 40000 Stub HeaBng output 38000 Stub Temperature rise 53 -F Actual air flow 800 dm Air flow factor 0.035 dmBtuh Static pressure 0.57 in H2O Space thermostat M dos 123 COOLING EQUIPMENT Make Amana Trade AMANA DISTINCTIONS Con! ASX160181F Coil CAPF3137BM+TXV AHRI ref Efficiency 13.0 EER, 16 SEER Sensible cooling 17266 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.056 druBtuh Static pressure 0.57 in H2O Load sensible heat ratio 1.00 ROOM NAME Area (ft) Hug load (Btuh) CIg load (Btuh) Htg AVF (cfm) CIg AVF Win) Bed 3 188 4903 2876 170 161 Laundry 80 1217 1175 42 66 Bed 2 194 3254 2545 113 143 Bath 78 165 127 6 7 Hallway 271 2540 957 88 54 M dos 123 282 203 10 11 M bath 144 1323 854 46 48 we 25 554 136 19 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +1Fw+a RBaM.au.,bMnvusa2o2,2,ga,RBM,2D22M,we, Paas nen m..wreaconnaa�e a...na rammsL.no c.m MJia r mmn na� w Upper unit 11 23121 14280 800 8O� Other equip loads 0 0 Equip. ® 0.99 RSM 14180 Latent cooling 0 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. iw.+a.`o�e eaM.au.,aM.f.s.zo,„gse07RaM,=,wet Papp ne, f.w,agcwnn dA,, ,d F. SL.w c.e Mre r maf W wrightsoft Load Short Form Upper unit Perfect Home Hvac Design Be,K aanaMrmMa,a Pnon.:�,�a4„e w For: 32nd Ave and 3214 Fenton Project, Mag Construction 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.00m HEATING EQUIPMENT Htg whearR6 u� Job: 4001 1 Date: By: OW1112021 Dana Motley Y �'ng DM HEATING EQUIPMENT Htg CIS Infiltration AMANA DISTINCTIONS Outside db ('F) 1 94 Method Simplfied Inside db (-F) 70 75 Construct quality Semi-gght Design M (°F) 69 19 Fireplaces 2 (Average) Daily range Heating input H Stub Inside humidity (%) 30 50 Temperature rise Moisture difierence(gr4b) 34 -38 800 HEATING EQUIPMENT Amana Make Amana AMANA DISTINCTIONS Con! Trade AMANA Coil CAPF3137BM+TXV Model AMSS960402BN 800 dm Air flow factor AHRI ref 7368085 Static pressure 0.58 in H2O Efficiency 96.1 AFUE 58 Heating input 40000 Stub Heating output 38000 Ban Temperature rise 53 -F Actual air flow 800 dm Air flow factor 0.032 dmBtuh Static pressure 0.58 in H2O Space thermostat His u2 77 COOLING EQUIPMENT Make Amana Trade AMANA DISTINCTIONS Con! ASX160181F Coil CAPF3137BM+TXV AHRI ref Efficiency 13.0 EER, 16 SEER Sensible cooling 17266 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.050 dm�Btuh Static pressure 0.58 in H2O Load sensible heat ratio 1.00 ROOM NAME Area (ft) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIg AVF (dm) Master bad u2 290 8115 5057 264 255 Bed hall u2 148 1771 1096 58 55 M bath u2 138 287 212 9 11 Hers u2 77 1024 279 33 14 we u2 24 50 37 2 2 His u2 77 1024 279 33 14 Laundry u2 67 139 7% 5 40 Bath u2 63 130 96 4 5 Hallway u2 225 2511 1546 82 78 Bed 3 u2 154 3444 2843 112 143 Bed 2 u2 163 5015 3283 163 165 clos 2 u2 39 1111 353 36 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +1Fw+a R(027 BaM.au.,bMnvusa2o2,2,ga,RaM,2D22M,we, Pat„ nen m..wreaconnaa�e a...na rammsL.no c.m MJia r mmn sa< w Upper unit2 1500 24820 158]] 800 8O� Other equip loads 0 0 Equip. ® 0.99 RSM 15]88 Latent cooling 0 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. iw.+a.`o�e eaM.au.,aM.f.s.zo,„gse07RaM,=,wet Pau8 ne, f.w,agcwnn dA,, ,d F. SL.w c.e Mre r maf W W Feee u Summa Job: 1 m i}�wlightsoft Pro 1ect rY OWn Byte: Dao BmnNru main unit e,: Dana Money 4.,�aBM.o° Perfect Home Hvac Design ata NMF WIn Stleel.awMUL Via1010 PFone: 8013tO611B WM: wmr.MrM1lianMvaoEM9n.am Project Information For: 32M Ave and 3214 Fenton Pro1'ect, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton SL, Wheat Ridge, CO Email: mike@maggbuildem.cem Notes: Unit l requires 75.64 chn outside ventilation air to meet ASHRAE 62.2 requirements. Unit requires 77.50 dm. We recommend Honeywell y8150 be installed to each of the lower systems and be cycled in 15 minute increments (15 on / 15 off) (see schematics). Weather Winter Design Conditions Outside db 1 -F Inside db 70 -F Design TD 69 -F Heating Summary Whets Ridge, CO, US Structure 24393 Stuh Heating Input am CCentral vent (76 dm) 4743 BNh Outside air BWh Humidification 0 BNh Piping 0 BWh Equipment load 29136 BWh Infiltration Method Simplifed Construction quality Semi -tight Fireplaces 2(Average) Cooling Equipment Summary Hearin? Cooling Area (fly 2411 2411 Wlume(R) 13566 13566 Airchanges/hour 0.26 0.12 Equiv. AVF(dm) 58 27 Heating Equipment Summary Make Amana Trade AMANA Madel AMSS960403AN AHRI ref 10515340 Efficiency 96.1 AFUE Heating Input 40000 BWh Heating output 38000 BWh Temperature rise 53 -F Actual air Dow 800 dm Air Bow factor 0.033 dmEtuh Static pressure 0.57 in H2O Space thermostat Summer Design Conditions Outside do 94 -F Inside db 75 -F Design TD19 Dailyrange -F H Relative humidity 50 % Moisture difference -38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 13991 BNh Ducts 0 BWh Central vent (76 dm) 1321 BNh Outside air ton Cooling Equipment Summary Blower 0 BNh Use manufacturers data n Rate/swing mumVtier 0.99 Equipment sensible load 15205 BWh Latent Cooling Equipment Load Sizing Structure -1662 BWh am Central vent (76 dm) -1605 BWh Outside air Equipment latent load 0 BWh Equipment Total LoadISen+Let) 15205 BoomReq. total capacity at 0.9I SHR 1.3 ton Cooling Equipment Summary Make Anyone Trade AMANA DISTINCTIONS Cord ASX160181F Coil CAPF3137BBA+TXV AHRI ref c'13.0 EER, 16 SEER Sensible cooling 17266 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.067 dmEtuh Static pressure 0.57 in H2O Load sensible heat ratio 1.00 y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .r wNyryd1 auou9V.nveaa1202121.q.07 RSV1232?fl21 Pup1 Print rlonnuasW W Feetga u Summa Job: 1 m i}� wlightsoft Pro 1ect rY OW1 Byte: Dano BmnNmain unit 2 By: run,a nyn,r 4,sBM.yc Perfect Home Hvac Design rata NMF WIn Stleel.awMUL Via1010 PFone: 8013tO611B WM: wmr.MrM1lianMvaoEM9n.am Project Information For: 32M Ave and 3214 Fenton Pro1'ect, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton SL, Wheat Ridge, CO Email: mike@maggbuildem.cem Notes: Unit l requires 7J64 chn outside ventilation air to meet ASHRAE 62.2 requirements. Unit requires ]].50 dm. We recommend Honeywell y8150 be installed to each of the lower systems and be cycled in 15 minute increments (15 on / 15 off) (see schematics). Weather Winter Design Conditions Outside db 1 -F Inside db 70 -F Design TD 69 -F Heating Summary Whets Ridge, CO, US Structure 25432 Stub Area fl 2250 am CCentral vent (78 dm) 4868 BNh Outside air 0.12 .12 Humidification 0 BNh Piping 0 BWh Equipment load 30301 BWh Infiltration Madel AMSS960403AN Method Simplifed Construction quality Semi -tight Fireplaces 2(Average) "earin ` 2500 Area fl 2250 40000 Wlunne 13]4] 13747 changa) AirchaAVF(hour 0.2] 0.12 .12 Equiv. AVF (dm) 82 29 Heating Equipment Summary Make Amana 800 Trade AMANA Air fim factor Madel AMSS960403AN dmEtuh AHRI ref 10515340 0.55 Efficiency 96.1 AFUE Heating Input 40000 BWh Heating output 38000 BWb Temperature rise 53 -F Actual air Dow 800 dm Air fim factor 0.031 dmEtuh Static pressure 0.55 in H2O Space thermostat Summer Design Conditions Outside do 94 -F Inside db 75 -F Design TD19 -F Dailyrange H Relative humidity 50 % Moisture difference -38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15519 BNh Ducts 0 BWh Central vent (]8 dm) 1356 BNh Outside air Make Anyone Blower 0 BNh Use manufacturers data n Rate/swing mumVtier 0.99 Equipment sensible load 16756 BWh Latent Cooling Equipment Load Sizing Structure -1693 arm Ducts 0 BWh Central vent (]8 dm) -1647 BWb Outside air Equipment latent load 0 BWb Equipment Total LoadISen+Lat) 16756 But Req. total capacity at 0.97 SHR 1.4 ton Cooling Equipment Summary Make Anyone Trade AMANA DISTINCTIONS Cord ASX160181F Coil CAPF3137BBA+TXV AHRI ref c'13.0 EER, 16 SEER Sensible cooling 17286 BWh Latent cooling 534 BWb Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.052 dmEtuh Static pressure 0.55 in H2O Load sensible heat ratio 1.00 y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .r wNyryd1 alpMSuou9Vniveraa1202121.q.07 RSJ1232?fl21 Pup1 Wa:Zr nen m..wl.ocennaa�e A...nu F. St ce .n uF lone� W nP.Drz W Feee u Summa Job: 1 m i}�wrlghtsoft Project rY OWn Bate: Do Upper unit By: Baanea Money 4,Bate° Perfect Home Hvac Design rata NMF WIn Stleel.awMUL Via1010 PFone: 8013tO611B WM: wmr.MrM1lianMvaoEM9n.am Project Information For: 32M Ave and 3214 Fenton Pro1'ect, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton SL, Wheat Ridge, CO Email: mike@magganklere.cem Notes: Unit l requires 75.64 chn outside ventilation air to meet ASHRAE 62.2 requirements. Unit requires 77.50 dm. We recommend Honeywell y8150 be installed to each of the lower systems and be cycled in 15 minute increments (15 on / 15 off) (see schematics). Weather Winter Design Conditions Outside db 1 -F Inside db 70 -F Design TD 69 -F Heating Summary Whets Ridge, CO, US Structure 16698 Stuh Area fl 99 X20 am Central vent (0 cM1n) BNh (none) 0.14 .14 Humidificeflon 0 BNh Piping 0 BWh Equipment load 23121 BNh Infiltration 0.035 Method Simplified Construction quality Semi -tight Fireplaces 2(Average) Healthg Co1"ng Area fl 99 9 Wlunne 12825 12625 changa) AirchaAVF(hour 0.30 0.14 .14 Equiv. AVF (dm) 83 29 Heating Equipment Summary Actual air flow Make Athena dm Trade AMANA 0.035 Madel AMSS960402BN Static pressure AHRI ref 7368085 in H2O Efficiency 961 AFUE Heating Input 40000 BWh Heating output 38000 BWh Temperature rise 53 -F Actual air flow 800 dm Air fiow factor 0.035 dnvBtuh Static pressure 0.57 in H2O Space thermostat Summer Design Conditions Outside do 94 -F Inside db 75 -F Design TD19 -F Dailyrange H Relative humidity W % pushes difference -38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 8966 BNh 14180 5310 am Central vent D chn) BNh Slo er e) 0 BNh Use manufacturers data n Rate/swing mumVtier 0.99 Equipment sensible load 14180 BNh Latent Cooling Equipment Load Sizing Structure -861 BNh 270 Central vent D chn) BNh (none) Equipment latent load 0 BNh Equipment Total LoadISen+Lat) 14180 But Req. total capacity at 0.9I SHR 1.2 ton Cooling Equipment Summary Make Anyone Trade AMARA DISTINCTIONS Contl ASX160181F Coil CAPF3137BBA+TXV AHRI ref c'13.0 EER, 16 SEER Sensible cooling 17288 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 dm Air flow factor 0.056 d1NBtuh Static pressure 0.57 in H2O Load sensible heat ratio 1.00 y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .r wNyrad1 alpMSuou9Vnivera1202121.q.07 RSV1232?fl21 Pup1 Print ne,fil,watGonnaam A,and F. tbw Cue -KIS r loan n� W Pepe W Feee u Summa Job: 1 m i}� wrlghtsoft Project rY OW1 Bate: Dano Upper unit By: Banea Money 4,Bate° Perfect Home Hvac Design rata NMF WIn Stleel.awMUL Via1010 PFone: 8013tO611B WM: wmr.MrM1lianMvaoEM9n.am Project Information For: 32M Ave and 3214 Fenton Pro1'ect, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton SL, Wheat Ridge, CO Email: mike@magganklere.cem Notes: Unit l requires 7J64 chn outside ventilation air to meet ASHRAE 62.2 requirements. Unit requires ]].50 din We recommend Honeywell y8150 be installed to each of the lower systems and be cycled in 15 minute increments (15 on / 15 off) (see schematics). Weather Winter Design Conditions Outside db 1 -F Inside db 70 -F Design TD 69 -F Heating Summary Whets Ridge, CO, US Structure 17986 Stuh 66 am CCntral vent (0 cM1n) 0 BNh (none) o31 Humidificeflon 0 BNh Piping 0 BWh Equipment load 24620 BNh Infiltration Madel AMSS960402BN Method Simplified Construction quality Semi -tight Fireplaces 2(Average) Heang Cad00 Area fl 00 40000 Wlunne 13496 13Air.14 changa) o.30 o31 Equiv. AVF (dm) 87 Equiv. AVF( m) 31 Heating Equipment Summary Make Athena 800 Trade AMANA Air fiow factor Madel AMSS960402BN dnvBtuh AHRI ref 7368085 0.58 Efficiency 96.1 AFUE Heating Input 40000 BWh Heating output 38000 BWh Temperature rise 53 -F Actual air flow 800 din Air fiow factor 0.032 dnvBtuh Static pressure 0.58 in H2O Space thermostat Summer Design Conditions Outside do 94 -F Inside db 75 -F Design TD19 -F Dailyrange H Relative humidity W % pushes difference -38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 10390 BNh 15766 X80 am Central vent D chn) BNh Slo er e) 0 BNh Use manufacturers data n Rate/swing mumVtier 0.99 Equipment sensible load 15766 BNh Latent Cooling Equipment Load Sizing Structure -898 BNh 280 Central vent D chn) BNh (none) Equipment latent load 0 BNh Equipment Total LoadISen+Lat) 15766 But Req. total capacity at 0.9I SHR 1.4 ton Cooling Equipment Summary Make Anyone Trade AMARA DISTINCTIONS Contl ASX160181F Coil CAPF3137BBA+TXV AHRI ref c'13.0 EER, 16 SEER Sensible cooling 17288 BWh Latent cooling 534 BWh Total cooling 17800 BWh Actual air flow 800 din Air flow factor 0.050 dnvBtuh Static pressure 0.58 in H2O Load sensible heat ratio 1.00 y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .r wNyrad1 alpMSuou9Vnivera1202121.q.07 RSV12322721 Pup1 Print ne,fil,watGonnaam A,and F. tb.w Cue -KIS r loan n� W P.Dea w.I, eaun6lm,IDMmoamn.�ema9o.5ne w .,w,�e..ia�mn yd heee Right -J® Worksheet u� Jo 4001 ' wrightsolt' BntnUmain unit 1 Date: OW1113021 Perfect Home Hvac Design Dy: Dana Morleye nO DM w.I, eaun6lm,IDMmoamn.�ema9o.5ne w .,w,�e..ia�mn Calculations approved by ACCA In meet all reauirements of Manual J Bill Ed. .42 w we4pl�lapR- aishis, see u o. 2021 9.101 =�wsn000em .ien fil.Nao9Cwee dA,, ad F.�.a.w cm - Front Wnrlava w arouwn bn0l �edvfel x45.0 n Foyer n wmrupM 9.5 n 10.0 If MnYmi i 10a a 410 IF 241.6 W cwe'dw mur°LF °r n'p"I"le1r LI I a"'wn I,naarr none,leTY lewvrrl 0 ml sab) ml sawn) Xeer Cod G� NP5 Hain Wal Gov WP5 Hua CwJ 8 12F 0.055 n 4.50 1.03 435 305 1374 315 0 a 0 0 ]loans, If 0.300 n 21 Mrs) In 0 3496 1414 0 a 0 0 loedw2gluln 0.300 n 0.00 0.00 a 0 0 0 0 a 0 0 Mor, ad xryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 151[Iiif a 0.059 3.W 0.05 531 515 0 0 0 � a°r�li�.in zoo» 3505 x999 q�-c ISsiyD,I 0069 , 289 ace 105 xa0 �G ]poop. onlwro 0300 21 35.05 Y1 0 0 0 1y 121 M 0.005 F 0.00 0.00 0 0 0 0 0 0 0 0 I -G ailing. if 0.300 0.00 0.00 a 0 0 0 o a 0 0 �a Doorfee :om 0.330 a 0.00 0.00 a 0 0 0 0 a 0 0 W �G 15819,01/ 0.050 a 0.00 0.00 0 0 0 0 0 0 0 0 3oon, If 1. 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 12FM.� 0.055 n 4.50 1.03 105 5 E] 59 1a5 5 35] 59 x glome. o01me 0.300 21 35.05 S4 0 401) "1 N 0 4aa 511 p Oroa1 12� 0.066 - 4.150 Me No 380 1712 210 165 165 743 91 Atleem.aMa 1 1 F 30P 30 0035 0.00 0.00 0 0 0 0 0 0 0 0 F 31A 330 0.030 1.39 0.00 1M5 1305 Ion 0 0 0 0 0 F 31A 330 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.950 - 0.00 0.00 a 0 0 0 0 a 0 0 61 <I PED ersurslon 1 01 1 1 as9 ErI bargain ism A0 3049 IM 12 is anfiM.Dn 3645 471 383 51 b1 4MG libi 624 1741 13 nuwim. rdso xs3 FSeo 0 µp.'nawdn.rins dwi Dw e m 13) 14490 30e0 I LN1111 0 0 rmmawnon a 0 0 0 0 14 111 Nan 13991 3055 I3W 15 Gtllwde 0% W 0 -0% 0% 0 0 Trial w, b,cl 243IG linen 3066 1 TO ArnWmllvrtn) any 810 1011 102 Calculations approved by ACCA In meet all reauirements of Manual J Bill Ed. .42 w we4pl�lapR- aishis, see u o. 2021 9.101 =�wsn000em .ien fil.Nao9Cwee dA,, ad F.�.a.w cm - Front Wnrlava w 5e.l, mnn5lm, ur Mmoamn.�ema9o.5ne w .,w,�e..la�mn W neee Right -J® Worksheet u� Job 4001 ' wrightsolt' Bmntfmain unit 1 Date: OW1112021 Perfect Home Hvac Design Dy: Dena Morley]na aMe 5e.l, mnn5lm, ur Mmoamn.�ema9o.5ne w .,w,�e..la�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. � Rlenl.sun.o u m. AAFIRSU1 �"ae no9W2 . ear fil, wed dA,, ad F.am St.w cse-m.le - w v.za Par Long 5. n n wnweal mloeI 10.0 X wetl¢d 10.0 n MnYmi 55 It o It 1.od n 4ee.(m1 TY cwe'dw G m;5bm) A,,, (w) ,VI(Mwr°LF (Mwrl•) A,'a.dm 0 l) Xeel Cod Gln, NP5 Xul Wal Goa W * Xul CwJ 8 '.y 12F 0.085 n 4.50 1.03 a 0 0 0 M IIS 1014 233 �f 2ladng. o8lwae 0.300 n 20.70 11.79 a 0 0 0 M a 1883 043 gandow.3gluln 0.300 n 0.00 0.00 a 0 0 0 0 a 0 0 Mor, ad wbp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 1 V" elAO 0.080 3.W 0.08 0 0 0 0 0011 Z ` 121F 1Z0 0 M1 1 24 � a�sel�.ln zoo» 1 80 q�-c �G 2deano. or11 0300 20.70 35.05 0 0 0 0 0 0 12F 0.005 a 0.00 0.00 0 0 0 0 0 0 0 0 z lamn9. dr1 0.300 a 0.00 0.00 a 0 0 0 o a 0 0 Door W upm 0.339 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D iwllr »8 0.080 a 0.00 0.00 0 0 0 0 0 0 0 0 3ol,,n, dr 1. 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 13FOn 0.085 n 4.50 1.03 0 0 0 0 0 0 0 I--0 9G�na. olrl1 0.300 30.79 3505 0 0 0 0 0 0 0 a 0y 55 M 24a On 1 18 ]Z m. Ma an, P3035 a F x01'01 0 0.00 0.00 0 0 0 0 0 0 0 F 21A 330 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A azo 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.980 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)0 Devsumon -1 -3x51 ErI I NB ID 5801 397 12 e) IMtedn 0 0 1803 ]N u) 0 0 1248 348 13 rI D,uparrale M 0 0 1 90 .3FWenxydner YO MAI(IMII e b 19)248 29 8]11 5 T9 Leaa �llM 11 0 0 0 L Pma 0 0 0 0 1bWMWbn 0 0 0 0 14 Subball NB ID 8]41 111 15 Gtllwde LIL W 0 -0% 0% 0 0 aZ 8741 57D9 Sesbl ArnWret(3333) Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. � Rlenl.sun.o u m. AAFIRSU1 �"ae no9W2 . ear fil, wed dA,, ad F.am St.w cse-m.le - w v.za 5e.l, mnnbm, ur Mmoamn.�e91a9o.5ne w .,wmle�mn W neee Right -J® Worksheet u� Job 4001 ' wrightsolt' Bmntfmain unit 1 Date: OW111R021 Perfect Home Hvac Design Dy: Dena Morleye ng pM 5e.l, mnnbm, ur Mmoamn.�e91a9o.5ne w .,wmle�mn Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Rle ni.su rep u m. ea,l 20 0.18 AAFIRS3 d.ew w �"ue no PW Aft elan 8l.OMV wee dAue cad Foram St Core2- FNa qpm Noma Eomedel Oft "a ft wmloeI 10.0 ft M1mtl¢d 10.0 n r d,,d rm�o r 12.0 I1 a 130 It IF 8010 fp cwe'dw UI Lcarl (MUMt,'F oTY IMe nm �e w5m.ur m) 9aAe° M Xeel Cod Gone, oral fta Wal Grum NI reel CwJ 8 12F 0.085 n 4.50 1.05 a a 0 0 iM 50 580 83 2 lading. olrl1 0.500 n 20.70 11.28 a 0 0 0 M o 852 OI Bredow281um 0.500 n 0.00 0.00 a 0 0 0 0 0 0 0 Mor, ad wbp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 15e1A0noa 0.089 2.W 0.08 0 0 0 0 0 ` 1 5 90 428 al � M0 a a�s9l�eln zoo» q�-c �G 2deano. or11 0500 20.70 55.05 0 0 0 0 0 12F 0.005 a 0.00 0.00 0 0 0 0 0 0 0 0 2 amine. dr1 0.500 a 0.00 0.00 a 0 0 0 o a 0 0 Door ft WW 9.339 a 9.99 9.99 a 9 0 0 0 a 9 0 W �D iwllr »8 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,,n, dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12FOn 0.085 n 4.W 1.05 0 0 0 0 0 0 0 I--0 29�ne. 081338 0.30020.70 55.05 0 0 0 0 0 0 0 aaMe man,. Ma 1 1 220 1 PP F 200 3 0055 0.00 0.00 0 0 0 0 0 0 0 F 21A 320 0.020 1]8 0.00 0 0 0 0 0 0 0 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.888 - 0.00 0.00 a 0 0 0 0 a 0 0 61 aI OED evsumon x 891 ErI I 0 J1 1 2359 ISA 12 e) IMited n 0 0 899 1181 a) K4 174 624 174 13 rI D,uparrale M 0 0 0 0 .elWaenmdulMr 0 MA1(1MNa e b 19)Mal 1 ]880 1 9101 Lsa �llM 11 0 O 0 L ma 0 0 0 0 IbWMWbn 0 0 0 0 14 Gubball W 1328 5882 1810 15 Mdlwde LIL W 0 0 4% 0% 0 0 812] 882 10 19W ArnP4et lcm) R Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Rle ni.su rep u m. ea,l 20 0.18 AAFIRS3 d.ew w �"ue no PW Aft elan 8l.OMV wee dAue cad Foram St Core2- FNa 5..1, mnn5lm, ur MmoFmn.�ema0o.5ne w �dasl9�� N4 neetga Right -J® Worksheet u� Job 4001 ' wrightsolt' BmnUmain unit 1 Date: OW1112021 �.�,ng Perfect Home Hvac Design Dy: Dana Morleye pM 5..1, mnn5lm, ur MmoFmn.�ema0o.5ne w �dasl9�� Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. RIO n.surole u m.c- 07RSU1FW4�"e no9 Aft Ien fil, wed dAreand Fortin ae-m3Fm,. w swne.ladl Falaln .0 n 48.5 n wa.edvfel mlupM 9.0 ft wetl¢d 9.0 It MnYmi 105LI It vod . uiD.lm1 nnnml A'wdma laII IMoercp A,'anlm( 0 IIIt uF Fair Cod Gln, NPS Xul Wal Goa NN5 Xul CwJ 8 12F 0.085 n 4.50 1.03 a 0 0 0 0 a 0 0 201 olrl1 0.300 n 21 n.R a 0 0 0 0 a 0 0 eradmr.3ylum 0.300 n 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, ad cryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 0.059 3.04 0.05 149 149 173 490 ` 25DiA0noa yrO `V � clr a°rs121Fsel�.ln zoo» �G 2diano. olrl1 0,300 0 30.or 35.05 0 0 0 0 0 0 108 13FI 0.005 a 0.00 0.00 0 0 0 0 0 0 0 0 9 gains if 0.300 a 0.00 0.00 a 0 0 0 o a 0 0 Dear atl cine 0.530 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D 151DIBD»0 0.000 a 0.00 0.00 0 0 0 0 0 0 0 0 2 lom dr 1. 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12RI 0.005 n 4.50 1.03 0 0 0 0 0 0 0 I--0 99�n9. aIf1 0.300 21 3505 0 0 0 0 0 0 0 a waw m.aMa P F 30P 30 0,035 0.00 0.00 0 0 0 0 0 0 0 0 F 31A 330 0.030 1.39 0.00 179 179 247 0 093 937 003 0 F 31A 330 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 C)NED evsumon -1 s9 ErI loN9aln on 201 3393 153 12 e) IMMM1n 101 13 174 ]] ul 0 0 1248 3de 13 r,draft D,upartere M 0 0 1 2301 .aMar�xLdM� Ya Mool(III 0b13) 1 For SO ,810 1 0531 Lsa �naal1 0 0 0 Llama 0 0 0 0 ldWOlWbn 0 0 3" 353 14 Subball ion 33 41M 11 15 Gtllwde LIL W 0 0 4% 0% 0 0 Trial nw, I,,1 nor 321 41301 199 im 11COO ArnWmllvrtn) Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. RIO n.surole u m.c- 07RSU1FW4�"e no9 Aft Ien fil, wed dAreand Fortin ae-m3Fm,. w S..I, mnnSlm, ur Mmoamn.�ema9o.5ne w .,w..ia�mn N4 neee +}f Right -J® Worksheet u� Job 4001 wrightsolt' Bmntfmain unit 1 Date: OW111R021 Perfect Home Hvac Design Dy: Dana Morleye na pM S..I, mnnSlm, ur Mmoamn.�ema9o.5ne w .,w..ia�mn Calculations approved by ACCA to meet all reauirements of Manual J inh Ed. Rienl.snrel) u m. ml2021 ,107RSU1 New �"�e noesis Aft . B.ya.9c ien m.wed d A,, ad F.am.a.wc - PWS Bxn 19.0 n Goan n w�.e.ai m,uBM 9.0 ft M1..tl¢d 9.0 n MnYmB It sslu) s5 d TY Cme'dw Lcacl A"wn 00)ssn IM�vii�.FG IM�vrr) A,'B.dn(lhl9.51a) 0NP5 III H"t Cod G� Hul Wal Gov NN5 Hul CwJ a 12F 0.066 n 4.50 1.05 a 0 0 0 0 a 0 0 2 Nadine. dr11 0.500 n 20.70 n.R a 0 0 0 0 a 0 0 Bredoar2glean 0.500 n 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, Jcryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" IMWIf noe 0.059 3.94 0.05 0 0 0 � a°r�ei�.in zoo» q�-c ISB1B`D,,8 0069 , 289 ace an B0 No 7 By50 1r0 �G 2oblar. olrlwro 0500 Ban 55.05 0 0 0 0 12F 0.005 a 0.00 0.00 0 0 0 0 0 0 0 0 Blairs If 0.500 a 0.00 0.00 a 0 0 0 o a 0 0 Door wd Wel 0.330 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D 10191 5.500 a 0.00 0.00 0 0 0 0 0 0 0 0 2 kon, If 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly @FOn 0.065 n 4.50 1.05 0 0 0 0 0 0 0 I--0 2Blame.If1 0.30021 35,05 0 0 0 0 0 0 0 `aOroa1 Dour M m.aMa P F 20P 50, 0,035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A 330 5.525 1.39 0.00 1 so IN 0 B3 @ 00 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 5.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)n Dewaaion 181 1 1 01 ErI loNBdn Bar a 261 5 12 .) Odkaton 21 9 v 5 I) an 01 13 nde.in.. rbe 2N)Ban F2B 01 •pprwnvydM, 0 dwi (III lw a 13) BI Lve eaYnned1 o 0 0 0 l..nd.nmr 0 0 0 0 ldWOlWbn -306 50635a 253 14 111 0 0 050 701 15 tl Glwd, LIL W 0 0-0% 0% 0 0 6211 N15 A,nP4slln,m) 00 Calculations approved by ACCA to meet all reauirements of Manual J inh Ed. Rienl.snrel) u m. ml2021 ,107RSU1 New �"�e noesis Aft . B.ya.9c ien m.wed d A,, ad F.am.a.wc - PWS Se.I, munSlm, ur M0l0 amn.�ema90.5ne w .,w,�e.•la�mn W neee Right -J® Worksheet u� Job 4001 ' wrightsolt' Bmntfmain unit 1 Date: OW1112021 Perfect Home Hvac Design Dy: Dena Morleye nO DM Se.I, munSlm, ur M0l0 amn.�ema90.5ne w .,w,�e.•la�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. � Rlenl.surole u ow AFIRS 1 =1"ue 17 00:0827 . ec Ian fil, wed dnu„ad F.am Stwc,e-m.le FA - w v.3ae BumlbE aHel 3C.0 fl fl woaedxell ,loeI 9.a X Xeetl¢d a.a fl MnYmM InIro.l It . yn It fp TY cwe'dw G m; A,,,�XSl�fl)5.5r IMLI IMovrp A,'a.dA( 0 ml �1 �1 Xeel Cod Gln, NP5 Xul Wal Goa W * Xul CwJ 3 12F 0.035 n 4.50 1.03 a 0 0 0 0 a 0 0 333dn9. olrl1 0.300 n 30.70 11.79 a 0 0 0 0 a 0 0 eredmr.3ylun 0.300 n 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, ad wbp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 15e1A0noa 0.030 3.04 0.03 100 108 0 a 0 � a�sel�,In 0300 zoo» q�-c 108 00 �G 2deano. or 0,300 0 30.70 35.05 13 999 YI 0 0 0 12F 0.005 • 0.00 0.00 0 0 0 0 0 0 0 0 393mn9. dr1 0.300 a 0.00 0.00 a 0 0 0 o a 0 0 Door ft WW 0.339 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D iwllr roB 0.030 a 0.00 0.00 0 0 0 0 0 0 0 0 3ol,,n, dr 1. 0.300 a 0.00 0.00 0 a 0 0 0 0 a 0 ly 13FOn 0.035 w 4.50 1.03 0 0 0 0 0 0 0 I--0 3a3vins aIf1 0.300 30.70 35.05 0 0 0 0 0 0 0 l a 0 m.aMa P F 30P 3O 0,035 0.00 0.00 0 0 0 0 0 0 0 0 F 31A 330 0.030 1]9 0.00 300 300 m 0 A 39 0 0 F 31A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.930 - 0.00 0.00 a 0 0 0 0 a 0 0 61 <In De,uualon u 01 ErI 1 II 312 59 0 tz e) lMkaM1n ro Iz a 0 bI 01 13 Aewln.. ^tile M 01 µp.'n�deln.� 01 erml loom e m 13) 01 Luc adonaal1 o 0 0 0 l..•ma 0 0 0 0 ldWOlWbn 33 0 0 0 14 Subball IBP 1 0 0 15 G IW' LIL W 0 0 4% 0% 0 0 ArnWmllvrtn) Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. � Rlenl.surole u ow AFIRS 1 =1"ue 17 00:0827 . ec Ian fil, wed dnu„ad F.am Stwc,e-m.le FA - w v.3ae tie.L m�nblm, ur Mmoamn.�emaeo.5ne w .,w,�e..la�� N4 neee Right -J® Worksheet u� Job 4001 ' wrightsolt' Bmntfmain unit Date: DWI 112021 Perfect Home Hvac Design Dy: Dena Morleye nO DM tie.L m�nblm, ur Mmoamn.�emaeo.5ne w .,w,�e..la�� Calculations approved by ACCA to meet all reouirements of Manual J III Ed. 27 � c=`fir`- DID If -SI Dole uow AAFReal 1 �"ae no9a III, fil, wed dA.e cad Fera Dtw cm-m3e F - aw va9a7 annmWn un82 DibIN u3 .9 n 45 n w�mll mlu9M 9.5 ft 9.0 If h U,,A It i 98vI,d 5 24995 IF 902.0 W TY cwe'dw Ave, re) �1 AID, 00) ,rawr ,d ,UI(auM1LF (auM1.) 0 m) Xeel Cod C� NP5 I Wal Goa 14N5 I CwJ 8 12F 0.085 n 4.50 1.03 50 50 26 52 0 a 0 0 2 DI olrlwae 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 9redw2ylun 0.300 n 0.00 0.00 a 0 0 0 0 a 0 0 Dm,, ad wryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" I5B199voe 0.089 3.00 0.08 45 45 45 45 0 11 � 9°r�odoel�a. zoo» 3505 an a 1 q�-c 151119.0m,.8 0069 , 289 a C4 Zis 3B �G 2al lno. of11 0300 20.70 35.05 1 18 0 333 Y 1 le 0 333 55 3 1y 12F 0.005 a 4.50 1.03 @5 207 1M w D 0 0 0 I -G 2al If lna. 0.300 70 20. 18A0 114 0 D20 21M D 0 0 0 ��DD Nor fee upp 0.330 a 33.82 am H N &0 215 0 a 0 0 q �D 1019,011 0.080 a 2.04 0.02 578 see IUD 37 ID2 303 003 R 2 ft m. If 1. 0.300 a 20.70 18A8 10 0 333 295 0 0 0 0 ly 12F.00,0.085 w 4.50 1.03 lie 80 3W 83 0 0 0 e I--0 29�n9. o81me 0.300 20.70 35.05 30 0 aft101 0 0 0 0 `aIN beer M Oro9W Atleem. Ma 1 1 F 20P 30a 0035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A 320 0.020 1.39 0.00 12M 12M 1232 0 902 802 12M 0 F 21h320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 202)1 0.980 - 0.00 0.00 a 0 B 0 0 a 0 0 61 o)AEDUcwJw I I I 1 01 1 i i 201 Enwbq bargain 1850 OW1 1 3515 In 12 e) IaSNaDn 380 4LY Pe w b) m 3481 13 mal Una. Oroo M 3 DID 1 230l AFW8i�xydne�Dealmol wel lines e In 13)ISI 0 2)91 1 Lees �n 11 o 0 0 0 IbWMWbn 0 0 319 212 14 Bubball 3132 ill 061 2303 15 DwtI W, 0% W 0 0 0% D 0 S8OI-0% 51891 Z1 Arrlree(c!m) eg 9 Calculations approved by ACCA to meet all reouirements of Manual J III Ed. 27 � c=`fir`- DID If -SI Dole uow AAFReal 1 �"ae no9a III, fil, wed dA.e cad Fera Dtw cm-m3e F - aw va9a7 w.4 m�n51m, uramoamna�W,aeo.5ne w .,w,�e..la�� *neee wrightsolt' Right -J® Worksheet u� Job' 4401 ' m Bmnt/main unit 2 care: 01/11120:1 Perfect Home Hvac Design 6y: Dans Morley `°C ^9 pM w.4 m�n51m, uramoamna�W,aeo.5ne w .,w,�e..la�� Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. oOV � c="•r`- Rlen,.sog. U,I, RSU12�"aenW WO .len fil, wod dA,, ad F.mm Doc00-8730 Fmmo - . w 11.200 adwa Gun n omelet n wo:eal mlupM 9.0 ft M1mtl¢d 8.0 fl MnYmi ,z.e ,nIn'TY 5 MID IF 172.0 W Cwo'I 're wd �ii IG IGv�F ,q na5 n.m; HIND I Cd Glm NM Xul Wal Gov NN5 Xul CwJ 8 13Fow 0.085 In 4.50 1.03 a 0 0 0 0 a 0 0 22ane.=Ir1 0.300 In 0.00 0.00 a 0 0 0 0 a 0 0 eredoor.2yla:m 0.300 In 0.00 0.00 a 0 0 0 0 a 0 0 Doo,,.e x,700 0.330 q 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 1540 01 0.088 3.00 0.08 0 0 0 0 0 ` � ya,do l.ln zoo» q�-c �G 2obino. olrl1 0300 20.70 35.05 0 0 0 0 0 0 0 1y 12F 0.005 a 4.50 1.03 0 0 0 0 0 0 0 0 I -G 2sons clr1 0.300 20.70 1048 0 0 0 0 0 0 0 0 I -D DoorW WW 0.330 a 33.87 0.04 a 0 0 0 0 a 0 0 q �D 151 0.088 a 2.04 0.07 58 58 1 5 iM 1N 341 0 2 AI dr 1. 0.300 20.70 18A8 0 0 01 8 0 33 3 2 % ly 12FOn 0.085 w 4.50 1.03 0 0 0 0 0 0 e I--0 2nev's rIl1 0.300 20.70 35.05 0 0 0 0 0 0 0 a maw m. Ma P F 20P 30 0,035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A MO 0.020 1.30 0.00 70 70 108 0 170 112 230 0 F 21M87o 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.800 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)n Dar'halon 1 1 37I Emebq loNOeln W] 13 800 335 12 e) I9Bnhn W 8] 9 D Roan]4 13 1 galn, Dcouponleax M F18] awl .Bgp4nvyd,M, 0 cfal(I 0to 19) Ma 576 22 747 .503 aWM 11 n0 0 0 0 .018111MaM 0 0 0 0 ldWOlWbn 0 0 431 A] 14 ub BbYl BR II 2102 1031 15 Gtllwde V% W 0 -0% 0% 0 0 Toe! co, feelOM 1 a.ma.mc(atD 1 861 Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. oOV � c="•r`- Rlen,.sog. U,I, RSU12�"aenW WO .len fil, wod dA,, ad F.mm Doc00-8730 Fmmo - . w 11.200 Be.l, man5lm, ur M010 amn.�eSta90.5ne w .,w,�e..la�mn *neee Right -J® Worksheet u� Job 4001 ' wrightoolt' Bmntfmain unit 2 Date: 0511 t1R021 Perfect Home Hvac Design Dy: Dana Morleye ng pM Be.l, man5lm, ur M010 amn.�eSta90.5ne w .,w,�e..la�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. MV Aue ad � RIO nl.suneo u m. ee-m.le Fmmowde.w w �"ae nooWO . elan fil,s4fba Cmd3Ad cFlan St p c - °a°a EomedelM.0 fl 350 fl wm1u9M 9.0 ft M1mtl¢d 10.0 n r d,,d :5 • 11.6 n : ns.e n 92.B11N) v5BaN11.0 TY cwe'dw Lcarl A,,, OF) VI (auM°LF (auMp) v'p"I" , m) 1 m) BAm Fear Cod Gone, NP5 Rwa Wal Gov NN5 Xul CwJ a 12F 0.005 In 4.50 1.05 a 0 0 0 59 50 225 52 29bffi9. olrl1 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 9radow291um 0.500 n 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, ad wryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 15B1AOvoB 0.059 0.00 0.08 0 0 0 0 0 ` � a�sel�aln zoo» q�-c 110 10 04 50 �G 2donna. olrl1 0,300 0 20.79 55.05 0 0 0 0 0 1y 12FMx 0.005 a 4.50 1.05 0 0 0 0 0 0 0 0 I -G 2abina. dr1 0.500 20.79 111 0 0 0 0 0 0 0 0 II -aa War W WW 0.550 a 22.02 111 a 0 0 0 0 a 0 0 q �G 158180ro8 5.500 a 2.04 0.02 ii 22 220 ] 0 0 0 0 2ol,,n, dr 1. 0d00 a 20.70 10A0 0 0 0 0 0 0 0 ly 12F40,0.065 w 4.50 1.03 0 0 0 85 5 50 XB 57 I--0 201 rIf1 0.30020.70 35.05 0 0 0 32 6v 661 a Owa� U R10 210 960 119 m.aMa PBO F 20P 30 0055 0.00 0.00 0 0 0 0 0 F 21A 320 0.020 1.39 0.00 80 B0 135 0 0 0 0 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 22n m1 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)O Devsumon I m 4551 ErI loeW9eln an -10 2005 1717 12 e) IidkaBn 7a 10 506 551 0 0 0 0 0 13 rI D,uparrage 230 0 0 OF0 .BaWer�vdd0e,500 0 Ma ool(II 0t,19) 750 499 2571 1 782 Lva �nol1 0 0 0 0 L Pma 0 0 0 0 ldWOlWbn -250 J99 0 0 14 Subball 0 0 2A1 1202 15 G 11, W' LIL W 0 -0% 0% 0 0 A,rgAna ldm) Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. MV Aue ad � RIO nl.suneo u m. ee-m.le Fmmowde.w w �"ae nooWO . elan fil,s4fba Cmd3Ad cFlan St p c - °a°a w.t mnnblm, ur Mmoamn.�ema9o.5ne w .,w,�e..la�mn Hr neee +}f Right -J® Worksheet u� Job 4001 wrightsolt' Bmntfmain unit 2 Date: 0&tt1R021 Perfect Home Hvac Design Dy: Dana Morley2na oMe w.t mnnblm, ur Mmoamn.�ema9o.5ne w .,w,�e..la�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Aft. Rleb.suwe m.c - SU1 pwto�"en ear m.woed d A,, ad Fenno sl.wm-me Fmnloow when o2 owls b2 el n u.a n wnmed mlupM 10.0 X Www 10.0 n MnYmi wm) 31..3 1>_0 It 5 314,3 IF o fp TY cwe'dw G A aa.dml m; A,M n 1 IMwr°LF IMwrl•) 0NP5 l 115nd � raw Cod Gln, rew Wal Goa WP5 rew CwJ 0 12F 0.005 In 4.50 1.05 a a 0 0 0 a a 0 2ladng. olrl1 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 er.dow2ylum 0.500 n 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, W cryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 15e1A0noe 0.050 5.00 0.08 0 0 0 0 0 ` 1 5 80 428 al � MO 0 a �ellan zoo» q�-c �G 2deano. or11 0500 20.70 55.05 0 0 0 0 0 1y 12F 0.005 a 4.50 1.05 0 0 0 0 1A 00 500 W I -G 2abina. dr1 0.500 20.70 111 0 0 0 0 M 0 052 250 Il--oa Warta WW 0.550 a 22.87 0.04 a 0 0 0 0 a 0 0 q �G iwllr roB 0.000 a 2.04 0.02 0 0 0 0 0 0 0 0 2ol,,n, dr 1. 0d00 a Zan 10A0 0 0 0 0 0 0 0 0 ly 12F.00,0.005 n 4.50 1.05 0 0 0 0 0 0 0 I--0 2a�na. rIl1 0.30020.70 55.05 0 0 0 0 0 0 0 aSw man,.aMa 1 1 ZZ0 1 PP F 20X 3 0055 0.00 0.00 0 0 0 0 0 0 0 F 21A 320 0.020 1]9 0.00 0 0 0 0 0 0 0 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)PED woumon d] -1101 ErI I 0 d] 2350 Ime 12 e) Irrfitedn 0 0 088 1181 b) K4 174 624 174 13 rI D,uparrale M 0 0 0 0 PFWenxydbel O bhwl(III ab19)Mal 1 3990 21W -W0a whnw 11 0 0 0 Luama 0 0 0 0 IbWMWbn 0 0 0 0 14 SubbYl BN 13W 5002 2130 15 G Imw LIL W 0 0 4% 0% 0 0 31 3 Arrg4edlnlm) e) 133 1101 Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Aft. Rleb.suwe m.c - SU1 pwto�"en ear m.woed d A,, ad Fenno sl.wm-me Fmnloow w.4 m�nmm, ur MmoamM�ema9o.5ne w �dasla�mn W neee Right -J® Worksheet u� Job 4001 ' wrightsolt' Bmntfmain unit 2 pate: 0011 t1R021 Perfect Home Hvac Design Dy: Dana Morleye ng pM w.4 m�nmm, ur MmoamM�ema9o.5ne w �dasla�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rl9n,.surole u m. ore 20215 AAFIRSU1232w =1"�e 17 00:0827 Aft . ear fil, wed Are and Foram Stwc - v.ee 11 W,I¢ 9 x medal 5.5 ft235 ft wm1u9M 10.0 ft wetl¢d 10.0 fl MnYmi 5.51 It . Ix..'l,,1 ,aInfear TY cwe'dw G A,'a.dn"re;65m) A.,�aper ,VIIM�I,n�:.F IM�vr,•) 0 �) a Xeel Cod Gone, NP5 I -I Wal Gov WP5 I -I CwJ 0 12F 0.005 In 4.50 1.05 a 0 0 0 0 a 0 0 29bdn9. olrl1 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 9r.dow2ylum 0.500 n 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, ad wbp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 15B19.Onoe 0.050 0.00 0.08 0 0 0 0 0 ` 121F � 9°r�delaln zoo» q�-c �G 2deano. olrl1 0500 gang 55.05 0 0 0 0 0 0 0 1y 12F 0.005 a 4.50 1.05 0 0 0 0 90 @ 100 A9 I -G 2loans dr1 0.500 21 111 0 0 0 0 2A 0 409 4O II -aa beer W WW 0.550 a 22.87 0.04 a 0 0 0 24 H 549 215 q �G 15B180ro8 0.009 a 2.04 0.53 0 0 0 0 0 0 0 0 2ogom dr 1. 0d00 a Zan 10A0 0 0 0 0 0 0 0 0 ly 12FAm 0.005 n 4. 50 1.05 0 0 0 0 0 0 e I--0 2glam's rIf1 0.30021 55.05 0 0 0 0 0 0 0 aDour M aD 55 M 24a On 1 10 En w PP F a0 20055 00 0.00 0.00 0 0 0 0 0 0 0 F 21hEo 0.020 1]9 0.00 0 0 0 0 0 0 0 0 F 21A ago 0,020 0.00 0.00 o a 0 0 0 o a 0 F xxnml 5.909 - 0.00 0.00 a 0 0 0 0 a 0 0 e c1AEBewurslon -1 Sal ErI I NO ID 1080 ;a 12 e) Infitedn 0 0 5]] N b) 0 0 624 174 13 mYralm. M® M 0 0 0 0 •aWanavdbe,0 OI badl(III a b 13)248 29 2851 1 Ke Lva adoIlM 1 0 0 0 0 Lvama 0 0 0 0 IbWMWbe 0 0 0 0 14 BubbYl NO 29 2051 1W 15 Gtllwde LIL W 0 0 4% 0% 0 0 2061 1 legr A,ralena rtn) 901 3 Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rl9n,.surole u m. ore 20215 AAFIRSU1232w =1"�e 17 00:0827 Aft . ear fil, wed Are and Foram Stwc - v.ee 11 S..L mnnSlm, ur MmoRmn.�ema9o.5ne w .,w..la��n NN he, Right -J® Worksheet u� Job 4001 ' wrightsolt' Bmntfmain unit 2 Date: 0.311 t1R021 Perfect Home Hvac Design Dy: Dena Morleye nO DM S..L mnnSlm, ur MmoRmn.�ema9o.5ne w .,w..la��n Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rlgh,.sub.o um. ml2021 Fmn,00SJI w �"ae Aft nooam .len fil, coed d A.. and Fenian SL.wc - R.2erz Long uz Mxdl aa.0 n o°ommhagm 100 n I�.nm ,.nm) ns.el It Ty Covendw 2Im`,:.F G n'n.n re)) u1 a"wdm.l.r w.d � lxwv t.) 0 Real Cod Gone NP5 Xul Wal Gov N * Xul coa eVL12 M 0.0e5 0 4.0 1.05 a 0 0 0 2 .Dong, d, low. 0.300 0 0.00 0.00 a o 0 0 2Doo door, z yla:m 0.300 n 0.00 0.00 a 0 0 0 Door ,.d> ope 0.330 0.00 0.00 0 0 0 i � 5.00 0.09 0 o z51WWs low< —o ar "2eiuln 0300 , 20 7a 3505 So a US ' �G 2dDzmolr lnwe 0500 2070 5505 0 0 0 1y 12F 0005 a 4.50 1.05 215 IN 70 P1 �G 2Uwana dr )owe 0500 20.74 10A0 50 0 ION M �00 Door aa w Ma 0.550 22.07 0.04 a 0 0 0 W �f 0.009 9 2.94 0.07 0 0 0 05010On `II apo 20.TR ,ea5 0 0 0 121 a 0.005 4.50 1.05 25 25 11 2 glaungnl 1. 0.300 Zan 55.05 0 0 0 m. Dna F 20P aNr� 0055 000 000 a 0 0 F 21A 320 0.020 1.39 0.00 a 0 0 0 F 21A Szc 0020 aaa aaa o a 0 0 F 2aml 0.900 - 0.00 0.00 a o 0 0 e o)NEDaacwm n aoo Enwbq locL9.ln 4258 41U 12 e) 19 basin 1611 Da b) Finn 13 mallan.. n6® 292 N. �dblSan badl(IIw 0 t, 19) 7ff Mas LOSS aYn llud LvaraneM RMeMWbn 14 bubble) 7 ,5 MImd. L% W erre rec(cnn) Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rlgh,.sub.o um. ml2021 Fmn,00SJI w �"ae Aft nooam .len fil, coed d A.. and Fenian SL.wc - R.2erz ben, mnn6lm, uramoamn.:e91a9o.sne w raudasla�mn N4 neee RightJCOJ Worksheet u� Job: 4001ir wrlghtsolt Upper unit 1 Date: 0811112021 Perfect Home Hvac Design Ely: Dena Morleybna DMe ben, mnn6lm, uramoamn.:e91a9o.sne w raudasla�mn Calculations approved by ACCA to meet all neouirements of Manual J 80h Ed. Rlen.snrole u owc- AFRSU1Fp13�"e no9am Aft len fil, wee d Aueand Foam Sir an ae-mJFAeae w aaDa�nnnl Be 3 15.5 n n wosedxel mlu9M 9.0 n 9.0 n rI 0 It . 1ee.lmm 5 14028 IF TY Owe'dw G n'a.dn` m), LI "°'w.A."'1.od ownerIF= IGwr1•) a m1 ) Reel Cod G� NP5 bay Wal Goa NN5 bay 1 CwJ 5 12F 0.035 In 4.50 1.03 450 301 1713 394 iM 113 713 IA 2ladne. olrl1 0.300 In 30.71 11.71 40 0 1 Be 10 a 300 118 ereeoa lrsm 0.300 In 30.71 11.71 n 0 07 M 0 a 0 0 Ma,, ad cryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 15e1A0noe 0.058 0.00 0.00 0 0 0 0 0 ` 3 340 0 1081 248 t t 02 4l5a 105 � 30.o0 30.o0 9 490 841 a°rsdel�.ln q�-c 819alan 0 o �G 3 nrlowe 0069 0 o o 0 12F 0.005 a 4.50 1.03 33 33 101 A 0 0 0 0 3 amine. ad 0.300 a 0.00 0.00 a 0 0 0 0 a 0 0 Bear ft WW 0.330 a 0.00 0.00 a o 0 0 0 a o 0 W �G 15B180ro8 0.030 a 0.00 0.00 0 0 0 0 0 0 0 0 3ol,,n, dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 13FOn 0.055 w 4. 50 1.03 300 X5 11 Do 0 0 0 0 I--0 2;11 dr1 0.30030.71 35.05 43 0 an 1471 0 0 0 0 `GOroB� Atlee Ma m.0035 trail t,tr 309 1 1 3 710 2AM 037 335 50 110 F 20P Be 0035 3A3 0.37 0 0 0 F 21A 330 0.020 0.00 0.00 a 0 0 0 0 a 0 0 F 31A 330 0,020 1.39 0.00 5 50 0 o a 0 F 3aml 0.930 - 0.00 0.00 a o 0 0 0 a o 0 61 o)AEDeaaurslon 1 01 1 i 1 1121 Enwbq dallied We (Sind 1 1972 IM 12 e) In sal 39ID 507 0e4 1221 6) 2Q7 sep 624 1741 13 2 Aewln.. �® m 2301 Ap03emn,&I 0 ed'addial 19)1 Mael M% ,G0 805 1 .603 Midland 11 o 0 0 L.acanmr 0 0 0 0 Redistillation 0 0 0 0 14 Sundial 1!883 RN 3501 1SM 15 G,t IoW, M 500% &UZ 5315 38% 59% 1362 lam 23121 1 CKO 4903 door uirrMml(nlm3 I By 170 161 Calculations approved by ACCA to meet all neouirements of Manual J 80h Ed. Rlen.snrole u owc- AFRSU1Fp13�"e no9am Aft len fil, wee d Aueand Foam Sir an ae-mJFAeae w w.t mnn5lm, ur MmoBmn.:emaeo.5ne w .,w,�e..la�mn N4 hea1R6 wrlghtsolt RightJCOJ Worksheet 5TH Job 4001 ' Upper unit 1 Dale: DWI 112021 Perfect Home Hvec Design By: Dana Morleybna DMe w.t mnn5lm, ur MmoBmn.:emaeo.5ne w .,w,�e..la�mn Calculations approved by ACCA to meet all neouirements of Manual J 801 Ed. � dAr wed Rlehl.suDeb u m. se-m3e FAnl000d1 w �"ae nooam .Ien fil, end Foram at an c - v.9e 14 0eUI Bed 8.0 1 140 1 wmeII mXtl9M 9.0 X wetl¢d 9.0 X N,,I to.o It 0 It Lod.Iw.lml 5 MID IF 19410 W TY Cw,I G Ave, Ave, IMU,,1, IMwrl•) 0 `m;aam) d ar A00 Xeel Cod Gone, NP5 Xul Wal Goes NN5 Xul CwJ 8 12F 0.085 n 4.50 1.05 72 Bi 2R N 0 a 0 0 2 ew2ne. olrl1 0.500 1 2aN 11.7% 10 0 36 Ila 0 a 0 0 wondow.2ylun 0.500 1 2aN 11]8 a 0 0 0 0 a 0 0 Dou,, ad cryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 1540 61 0.089 0.00 0.00 0 0 0 0 0 ` t 102 46y 1 add � °s� dl 20.79 8 499 arean q�-c �G or a300 . 000 . 000 o a o o o o 0 o2obind. 12F 0.005 a 4.50 1.05 a 0 0 0 o a 0 0 2 amine. ad11 0.500 a 0.00 0.00 a 0 0 0 o a 0 0 Bear ft WW 0.330 a 0.00 0.00 a B B 0 0 a B B W �B 158191 0.060 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,,n, dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12FOn 0.085 n 4. 50 1.05 0 0 0 0 0 0 0 I--0 2;11 uelme 0.30021 55.05 0 0 0 0 0 0 0 l�Oro9� door M maft.aMa 80 80 10 10 10 Z00 2 16 PP F 50 200 0055 245 0.57 0 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 1.59 0.00 o a 0 0 0 o a 0 F 2M VI 0.989 - 0.00 0.00 a 0 0 0 0 a 0 0 61 c)AED evsurslon m -5 EII loffend SW Atl I2U 1155 12 e) lMkaM1n zro 5 412 511 D 0 0 624 1741 13 �® M 251 µAeean.. p.enaNaln.� 01 ermg9nm e In 19)e Z, 51 99 .m l.. nrld load o 0 a 0 � mmr 0 0 0 0 lmMbaSan 0 0 0 0 14 SubbYl an 738 2550 1585 15 Gtllwdu 5% 59% 55 431 58% 59% am 9411 2d*5 NrTobdWml)264 1 42„M� 113 143 Calculations approved by ACCA to meet all neouirements of Manual J 801 Ed. � dAr wed Rlehl.suDeb u m. se-m3e FAnl000d1 w �"ae nooam .Ien fil, end Foram at an c - v.9e 14 6e.l, manelm, uramoawn.:e9laeo.sne w .,w,�e..la�mn W neee wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 1 Date: 09n 112021 Perfect Home Hvac Design Dy: Dena Morley'P,na DMe 6e.l, manelm, uramoawn.:e9laeo.sne w .,w,�e..la�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. � eeVRlehl.saneo um. m-m.1e Front p W �"aen wis .Ien 6l.9pCond3Ad A,, ad Ferronst p c - .9a is Mn Dl n 85amy n wneed m,u9M 9.0 ft real 9.0 fl MnYmi rm 80 • 1].0 II 2]id II MID IF 271.3 1.aW TY cwe'dw t. A,,, 00) 0 "'° Iaw,F e nn AI 9 n 1 Half Cod Gone, Was fta Wal Gov NPas Hul CwJ 8 12F 0.085 In 4.50 1.05 a a 0 0 n 8s 291 87 2 pbing dr1 0.500 In 20.70 MID a 0 0 0 12 a No 41 wwadow.2gluln 0.500 In 20.70 MID a 0 0 0 0 a 0 0 Mar, ad wbp 0.880 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 1510.060 0.00 0.00 0 0 0 0 0 ` 160 2 37 � 20.00 AR 60.00 aaasdoc .ln q�-c �G 2ISI alel or11 0000 o a o 0 0 0 0 12F 0.005 a 4.0 1.05 a 0 0 0 o a 0 0 2 amine. dr1 0.500 a 0.00 0.00 a 0 0 0 o a 0 0 Door Ntl WW 0.330 a 0.00 0.00 a o 0 0 0 a o 0 W �D iwllr rob 0.060 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,,n, dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12F.00,0.065 w 4.50 1.08 0 0 0 a9 M 162 87 I--0 29�n9. 0011 0.30020.70 85.05 0 0 0 0 0 0 0 `aOroa� Door an m.aMa r0 a0 60 90 210 41 4 302 PP F 20085 30 0 2 A8 0.8] 0 0 0 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 1.38 0.00 o a 0 0 0 o a 0 F 2M VI 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 aI OBD evsurslon 1 1 s6 ErI loswean 11 ]8 1229 M 1 amn of 13 muralft �9➢ M EF 01 Appr.enawdl,.r 01 dwl(II e m 13) 1B w1 Lve�ne 11 o 0 0 0 rmamiwwn o 0 0 0 14 subbYl 11 ]9 1934 wl 15 D,A1,Da 86% v'A 4 4] 38% 59% 106 8581 Has 1� DEAD 957 al.i4w1(a6n36 7 88 54 Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. � eeVRlehl.saneo um. m-m.1e Front p W �"aen wis .Ien 6l.9pCond3Ad A,, ad Ferronst p c - .9a is w.t eennblm, uramoamn.:ema9o.sne w .,w,�e.•la�mn N4 neee wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 1 Date: 08,1112021 Perfect Home Hvac Design ey: Dena Morleybna DMe w.t eennblm, uramoamn.:ema9o.sne w .,w,�e.•la�mn Calculations approved by ACCA to meet all reauirements of Manual J 801 Ed. RleM.serole u ow ee-awe FAAFIRS 1 w �"aen Pam Aft. ear fil, cwed d A,, end Fenno St anc - vwa to Mda el aNN fl wMed mXtlpM 9.8 X wetl¢d 9.0 fl MnYmi It am) 1225�) .144. It fp TY Owe'dw G m; 'ae°w�,n p'1.od ownerIGwr°LF IGwr1•) A,'a.dA1 0 )mm Reel Cod G� NP5 bay Wal Goa NN5 bay CwJ 8 12F 0.085 In 4.50 1.03 a 0 0 0 0 a 0 0 2 ew2ne. olrl1 0.300 In 20.70 n.2e a 0 0 0 0 a 0 0 eredow2ylum 0.300 In 20.70 n.2e a 0 0 0 0 a 0 0 Doo,, ad cryp 0.338 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 0.060 0.00 0.00 0 0 0 0 05e1A0noe 0 ` 121F � 20.00 AR 30.00 a°rssel�.In q�-c �G 215109.3,1 obino or11 8300 o a o 0 0 o a 12F 0.005 a 4.50 1.03 a 0 0 0 o a 0 0 2 l2Wn9. dr1 0.300 a 0.00 0.00 a 0 0 0 o a 0 0 Door ft WW 0.538 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D 158191 0.060 a 0.00 0.00 0 0 0 0 0 0 0 0 2o1,,no.drlrna 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12F.00,0.065 w 4.50 1.03 0 0 0 re � 292 ro I--0 2G�na. aIl1 0.300 20.70 35.05 0 0 0 8 0 125 210 `015B19.0,I man,.aMa 120 120 180 136 110 110 238 1 PP F 20035 30 0 2 A3 0.37 0 6 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 1.39 0.00 o a 0 0 4 4 5 0 F 2M VI 0.980 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)PED evsurslon 1 12 581 Enww9e lbi,Mjon 204 1n 586 Sol 12 e) label o 0 270 351 b) Roarn wiftalon 0 0 0 01 13 Aewln.. rase M F5381 01 Appr.'n,&I 01 bw19iwe m 13) 80 Lse MWial 11 o 0 0 �aanmr 0 0 0 0 am abaebn 0 0 0 0 14 subball 204 1v am 538 15 Gtllwde 38% 5A626 75 38% 50% 368 3181 13481 list ArnP4sl lnlm) 481 Calculations approved by ACCA to meet all reauirements of Manual J 801 Ed. RleM.serole u ow ee-awe FAAFIRS 1 w �"aen Pam Aft. ear fil, cwed d A,, end Fenno St anc - vwa to 5e.l, mnnmm, uramoamn.:e9labo.sne w .,w,�e..la�mn W neee wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 1 Date: 0&1112021 Perfect Home Hvac Design Dy: Dena Morleybna DMe 5e.l, mnnmm, uramoamn.:e9labo.sne w .,w,�e..la�mn Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Aft Rle ni.su neo u m. ee-m39 Fmnlomdeeea w =1"uen PW17 . ear fileNA wem d A,, ad F.am.a.noc - F'°an Wboa ml as n n wb1 mloeI 9.0 X M1mtl¢d 8.0 fl r d,,d 45 It 19:d . 1551 5 24,8 IF TY cwe'dw G A�.3(p ,VI Idwr°LF IGwr1•) 0 A,'a.dn`m;5bm1 l Reel Cod Gln, NP5 Xul Wal Goa W * Xul CwJ 8 12F 0.085 In 4.50 1.03 a a 0 0 17e 130 IN 143 2ladn0. olrl1 0.300 In 30.70 11.79 a 0 0 0 le a 333 IW Oredmr.301um 0.300 In 30.70 11.79 a 0 0 0 21 a 433 348 Doo,, ad wbp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 151140 0.088 0.00 0.00 0 0 0 0 0 ` � °s�l MAR 3 l are.n q�-c �G or 0300 . 000 000 . o a o 0 0 o a3obino 12F 0.005 a 4.50 1.03 0 0 0 0 H 33 101 n 201Wn0. oalcwe 0.300 a 0.00 0.00 a 0 0 0 o a 0 0 Dear W upm 0.530 a 0.00 0.00 a o 0 0 0 a o 0 W �D 151180»8 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 3o1,,no.drlrna 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 18FOn 0.085 n 4.50 1.03 41 41 Rc CR w 101 488 10] I--0 2a�na. dr11 0.30020.70 35.05 0 0 0 3e 0 248 1= a Owa� m.aMa0022 1 c 1 11 25 25 2e yr2 302 73 10 F 20P 3X 0035 243 0.37 11 9 0 0 0 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 1.38 0.002 0 0 o a 0 F 2VI 2M 0.900 - 0.00 0.00 a o 0 0 0 a 0 0 61 o)PED evsumon aj I I2381 ErI I M R 3803 3655 12 e) IMitedn 152 20 12M 1831 e) amn waftalon 0 0 1248 3481 13 mYname . n6® 2W 0 0 F2301 PFWeneLdM� 0 MA1111neaeb l3) 400 M Nt 33m Lsk11 e nee 0 0 00 L Pma 0 0 0 0 IbWW Mbn 0 0 0 0 14 eubball 400 85 ule 3388 15 Gtllmde mee m'A 154 51 38% 59% N88 20131 NM mrm%.mal) 8� 3021 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Aft Rle ni.su neo u m. ee-m39 Fmnlomdeeea w =1"uen PW17 . ear fileNA wem d A,, ad F.am.a.noc - F'°an 5e.l, m�n5lm, uramoamn:eWa9o.sne w .,Y...wmNno,n.n�d.ala�� W heee RightJCOJ Worksheet u� Job 4001 ' wrlghtsolt Upper unit 2 Date: 08,1112021 Perfect Home Hvac Design Dy: Dana Morleybna DMe 5e.l, m�n5lm, uramoamn:eWa9o.sne w .,Y...wmNno,n.n�d.ala�� Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Aft. Rleh.s,Xeo U owc- 07RSU1vw3a�"e no9azr ear fil, wed A,, ad F.Xm.a.w ae-m3e FAe.. w UMV unll2 NONOI bL V2 123.5 ft 00.0 ft wxodxtll mheI 9.0 X 9.0 It MnYmM S It 1.onfewr i aea.lmm TY cwe'dw G v'n.,lml d1, ��5510 ownerIauvnLF lauvrlq a m1 I> 1 N Reel CON Gbea NP5 raw Wal Goa W * raw CwJ 8 12 A 0.085 In 4.50 1.03 41 41 in a2 0 a 0 0 2 coin. Olrl1 0.300 In 0.00 0.00 a 0 0 0 0 a 0 0 eredow.2ylum 0.300 In 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, W cryp 0.338 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" l5liiif a 0.060 0.00 0.00 0 0 0 0 0 ` M 2a 1164 2ifF 120 bi 3 so 374 w � a°rss lim, zoo» 30.o0 505 1 20 a roo �0 1 a 7 438 Tal y�-c tl--G 0069 2omno NNSw. 0.o0 0 1y 12 A 0.005 a 4.50 1.03 400 302 1721 M 1% 150 02] IS I -G 2abina. if 0.300 21 111 00 0 17% 1 M M 0 815 ew ��Da Doorw WW 0.030 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D iwllr rob 0.580 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol om dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12F� 0.065 w 4.50 1.03 302 N2 1M DO 23 23 101 23 I--0 2a�a9. rIf1 0.30021 3505 XO 0 IN] 21W 0 0 0 0 `a15B19.0,I C0022 Nem Ma m.0035 1 S2 1 11 13N0 1 280 NO 2AM 037 3" F 20P 3X 0035 0.00 0.00 O 0 0 0 0 F 21A no 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A no 0,020 0.00 0.00 o a 0 0 0 o a 0 F 21 5.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)n Daysualon I I I 1 01 1 i ix391 ErI lbNOaln 11324][d]j 3390 ]508 12 e) lOfflda5n 4158 500 1281 1551 e) bi 1248 3881 13 �® M E2Q7 2301 µmewln.. p.anaNeln.�500of erml (Iiw e m 13) 0020 nle Lse �n 11 o 0 0 �..aanmr 0 0 0 0 rmamiwnon 0 0 0 0 14 subball 126!8 10300 5020 3300 15 Gtllwde 3M 53% 9< 510r 3i% nee 218] ]ie 82841 21 NrnP6rsl lclm) PW 23115 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Aft. Rleh.s,Xeo U owc- 07RSU1vw3a�"e no9azr ear fil, wed A,, ad F.Xm.a.w ae-m3e FAe.. w 9e.w eaun5lm, urMmoamn.:ema6o.sne w .,,.,..wmdnnA.n.,w,�e..l6�mn *neee wrlghtsi RightJCOJ Worksheet u� Job 4001 ' Upper unit 2 Date: OWI 112021 O` Perfect Home Hvac Design Dy: Dena Morley'P,na DM 9e.w eaun5lm, urMmoamn.:ema6o.sne w .,,.,..wmdnnA.n.,w,�e..l6�mn Calculations approved by ACCA W meet all neouirements of Manual J BM Ed. � alen,.sn9,o u m. se -awe Front ochre= w �"ae nooazr . elen me.wu9cwedd A,, ad F.6m.a.wc - vweto Bed flet ut M I el .0 fl fl wmed m,u9M 9.0 ft M1eetl¢d 9.0 n MnYmi It mslcarl 137,5 It TY Owe'dw ° NMI,.Om) A,, 00),ns IMLI IMovr,q A,'6.nm 0 Xeel Cod G� NP5 Xul Wal Goee NN5 Xul (iwJ 5 12F 0.066 In 4.50 1.05 a 0 0 0 0 a 0 0 2 eosin. dr11 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 easidow2ylun 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 Ma,, W cryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 0.060 0.00 0.00 0 0 0 0 05e1A0noa 0 ` � aassdii .in zoo» 90.00 q�-c 15109.0,1 �G 2obino or11 a300 0.00 o a o 0 0 o a 12 A 5.505 . 4.0 1.05 51 59 M e, o a 0 0 26kn6. ad 0.500 a 20.79 leas u 0 01 406 o a 0 0 Dear ft WW 0.330 a 0.00 0.00 a 0 0 0 0 a 0 0 W �G 158191 0.060 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,,n, dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12FOn 0.065 w 4. 50 1.00 0 0 0 0 0 0 0 I--0 29�n9. e01me 0.3000.79 2 ]5.05 0 0 0 0 0 0 0 `GOroB� DI M maft.aMa 140 140 ' 190 9'0 ' 53 PP F 20%X 0055 0.00 0.00 0 0 0 0 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2aml 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 o)AEDevsarslon I nj 1 1 141 Enwboo loNpem w Be 210 DO 12 e) Jabal ]tt1 30 0 0 n) 0 0 0 01 13 MmMwim. im40 F199 0 µp.'nmann., of dwl(iI a t, 13) 910 1 J.and Bed . m 0 0 �cenmr 0 0 0 0 Redistillation a3 1s 0 0 14 subbYl 1294 117 210 136 15 DW1, W' 3M 53% .n 379]37% sa%77 73 I�i 1 as 28T 1 212 AA:r.w.aidm) da M 91 11 Calculations approved by ACCA W meet all neouirements of Manual J BM Ed. � alen,.sn9,o u m. se -awe Front ochre= w �"ae nooazr . elen me.wu9cwedd A,, ad F.6m.a.wc - vweto Se.L l,amlm. uramoamM:e01a0o.sne w .,Y...wmdno,n.nraud.ai9�� W neee wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 2 Date: 0&,1112021 � Perfect Home Hvac Design Dy: Dena Morleye 'P,Oa DM Se.L l,amlm. uramoamM:e01a0o.sne w .,Y...wmdno,n.nraud.ai9�� Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. A.a ad Fannon Aft ni.su role u m. ae-m39 Fmm3wdaea. w �"ae 17 00:0827 .ien ma.wn9cmdaam ad St w c - PW z00 9z SID el a5 n 0 n waxxi mlI 9.0 ft wetbI 9.0 & r aI It sslu) ann s.o� 5 MIS IF 24.0 W TY CWSSI LIIGvii�.FG L000l Aeaor IG�vrr) 0 n'n.nml`"u19.0m1 wdmp wv' Xeel Cod Gln NP5 Xul Wal Gov WP5 Xul CwJ 5 12F 0.085 n 4.50 1.03 a 0 0 0 0 a 0 0 2 ew0w. dr11 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 ereen.2ylum 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 Ma,, ad wry 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 051AO 0.058 0.00 0.00 0 0 0 0 0 ` 121F 2a � a°r�dei�.i. zoo» 90.00 y�-c tl--G 2omno dr1 a000 0.00 0 o 0 0 o a 12F 0.005 . 4.50 1.03 a 0 0 0 o a 0 0 2111If1 0.300 a 20.79 leas a 0 0 0 o a 0 0 Door W upm 0.530 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D 158183»8 0.000 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,,no. dr 1. 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12F.40,0.085 w 4.50 1.03 0 0 0 0 0 0 0 I--0 29��0. r01me 0.300 20.79 35.05 0 0 0 0 0 0 0 a X879 m. Ma r 77 111 85 N 2 27 In F 21P F 20P 30 0035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A US 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A US 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.980 - 0.00 0.00 a 0 0 0 0 a 0 0 e c)AEDewumon ErI lo¢LO.m 081 10 32 24 12 e) label ID] 37 0 0 0) 0 0 0 0 13 mYralm. MayM F3 0 ArplanSddn., O I MAl lllw a to l9) 3 IA Ln Ma%and1 0 0 0 0 Lucma 0 0 0 0 IbWMWbn 0 0 0 0 14 111 748 183 32 N 15 G IW' 3M 53% 27e IS 37% 53% 13 13 Total Sao, Sea! 1024 Iffy SO 37 A,nWmllvhn) Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. A.a ad Fannon Aft ni.su role u m. ae-m39 Fmm3wdaea. w �"ae 17 00:0827 .ien ma.wn9cmdaam ad St w c - PW z00 Se.L mnn5lm, uramoamn.:ema9o.5ne w .,�.,..wmdna.n.,w,�e.ai9n�n W neee wrlghtsolt RightJCOJ Worksheet 5TH Job 4001 ' Upper unit 2 Date: oe11 112021 Perfect Home Hvac Design Dy: Dena Morleybna DMe Se.L mnn5lm, uramoamn.:ema9o.5ne w .,�.,..wmdna.n.,w,�e.ai9n�n Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rienl.snrole u m. ae-m3e FAAFIRS rea. w Aug Pam Aft .ien ma.wu9 wed d A.a and Fannon SL.w c - vwa zt � n2 1xxa uo el wm1u9M as n n we 9.0 ft wetbI 9.0 n raI as It y.od 95 It 3�x TY CWSSI An, aymml n�9aAl Aaaor � ,WnwIGwi°LF IGoercp 0NP5 eow0 mn1 Fair Cod Gla. Xul Wal Goa WP5 Xul Coal 5 12F 0.085 n 4.50 1.03 a 0 0 0 0 a 0 0 2 Oaft dr11 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 ereemr.2ylum 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 Dour W wry 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 05e19�Onoa 0.058 0.00 0.00 0 0 0 0 0 ` 121F 2a � dr �.in a°r�dei zoo» 30.00 y�-c tl--G 2IRI omno dr1 a000 0.00 0 o 0 0 o a 12FMx 0.005 a 4.50 1.03 a 0 0 0 o a 0 0 2111If1 0.300 a 20.79 leas a 0 0 0 o a 0 0 Door W upm 0.535 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D 151 0.000 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,,no. dr 1. 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12F40,0.005 n 4.50 1.03 0 0 0 0 0 0 0 I--0 29�n0. r01me 0.300 20.79 35.05 0 0 0 0 0 0 0 a �a79 U m. Ma 0022 1 So 1 11 r0 7 30 111 So 67 00 100 PBO F 20P 30 0035 0.00 0.00 0 0 0 0 F 21A US 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A US 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 <100D evsumon 191 1 1 s3 ErI loNO.m *1 10 011 21 12 e) IafftkaM1n ID] 37 0 0 ul 0 0 0 0 13 mYOalna. M®M F5W 0 ApplanS dne� MA111Ina0b 191 30 100 On s Le eaYlN 11 0 0 Lucma 0 0 0 0 IbWMWbn 0 0 0 0 14 111 740 1w 101 521 15 Gtllwtln 3]% 53% 279 IS 37% 53% 37 275 Total Sao, Sea! 1024 ID9 139 796 ArnmeAnal aa 14 5 40 Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rienl.snrole u m. ae-m3e FAAFIRS rea. w Aug Pam Aft .ien ma.wu9 wed d A.a and Fannon SL.w c - vwa zt � 5e.l, mnn5lm, uramoamn.:ema9o.sne w .,Y.,,.wmdnnm.n�d.•19�mn N4 neee wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 2 Date: 0811112021 Perfect Home Hvac Design Dy: Dena Morleybna DMe 5e.l, mnn5lm, uramoamn.:ema9o.sne w .,Y.,,.wmdnnm.n�d.•19�mn Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rle n.en role u owc- 7RS-F1 vwz2�"e n0:2 . len fil, cI A,, ad F.Sm.a.nb -m3e Front .• w eabuc Xuloyuc el :m1u9M n we 9.0 X M1eetl¢d 9.0 fl ,eJmd In525 It . 85 It 5 EI IF TY (we'dw G A�531to)7):d officer IdIII IGwrl•) 0 A,'a.dnly)lew �) �1 Xeel Cod GI NP5 bay Wal Goa NN5 bay CwJ 0 12FAx 0.005 In 4.50 1.05 a 0 0 0 41 41 102 42 2 coding. olrl1 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 ereeoa lum 0.500 In 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, ad cryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 05H1AOvoe 0.059 0.00 0.00 0 0 0 0 0 ` a°r�d oad, zoo» 90.00 q`�-cO �G 2alano or11 a300 0.00 o a o 0 0 o a 1y 12F 0.005 • 4.50 1.05 0 0 0 0 M 30 102 52 I -G zabing. clr1 0.300 20.7) 111 0 0 0 0 0 0 0 0 ��Da Dear ft WW 0.330 a 0.00 0.00 a 0 0 0 0 a 0 0 W �G 1010.34e,8 5.500 a 0.00 0.00 0 0 0 0 0 0 0 0 2okIrna 0d00 a 0.00 0.00 0 0 0 0 0 0 0 ly 12F.00,0.055 n 4.50 1.03 0 0 0 P 5 50 201 67 I--0 �1me 29na. r0 0.30021 31 0 0 0 12 248321 `aDI M 0roBrome m.aMa 00 00 7)0 � n 251 PP F 2001 a0 0035 0.00 0.00 0 0 0 0 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 5.900 - 0.00 0.00 a 0 0 0 0 a 0 0 9 o)P Daysurslon a im ErI lo¢LOalr 0 W 1220 1 12 e) Infik•M1n 0 0 573 241 or Reconversion 01 13 newln.. ^tis➢ 2m FCloI 01 µp.'nawdn.� 01 dwl(iI e m 13) te00 1 .603 n✓lo.e o 0 0 �.•aanmr 0 0 0 0 IbWMWbn 0 0 33 11 14 subball fi5 w 1035 1012 15 GtllwS• 3M 53% 35 33]37% eye en 5N Tied ow fear I an 1 urng2mlann) � 521 T Calculations approved by ACCA to meet all reauirements of Manual J BM Ed. Rle n.en role u owc- 7RS-F1 vwz2�"e n0:2 . len fil, cI A,, ad F.Sm.a.nb -m3e Front .• w w.l mnnmm, uramoamn.:ema9o.sne w .,,.,..wmdnnm.n.,w,�e.al9�mn Nd neee wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 2 Date: 08,111202 Perfect Home Hvac Design Dy: Dena Morley'P,na DMe w.l mnnmm, uramoamn.:ema9o.sne w .,,.,..wmdnnm.n.,w,�e.al9�mn Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. AftRle a.s, Kea u m. ae-m3e Front IRSU1 . w �"u9-n 00:423 .Ie, fil, wem d A,, and Foam Stop c - Fpe z3 BW3uz GI 1.0 fl 235 fl wmXtl2M 9.0 X WeI 9.0 X MnYmM ,24.01 It ,52r 10 a TY Owe'dw G 'n.nn"re),.nm) al Av"9.5na,':) 'wl none,(GW,111�•F IG�vr,q A, 0 In Xeel Cod Glm NP5 rew Gal Gov NN5 Xul CwJ 3 12F 0.035 n 4.50 1.03 a 0 0 0 0 a 0 0 2 e1 olrl1 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 eredow2ylum 0.300 1 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, W cryp 0.338 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 01 0.060 0.00 0.00 0 0 0 0 0540 0 ` 121F � a�sel�.ln zoo» 9 y�-c `I ort 8000 . 000 . 000 o a o 0 0 o a2om0o --G 12A 5.505 a 4.0 1.03 a 0 0 0 IN 32 414 W 2 Nal all 0.300 a 20.7) leas a 0 0 0 19 a 333 216 bear ft WW 0.333 a 0.00 0.00 a 0 0 0 0 a 0 0 W �G 158,80»0 0.003 a 0.00 0.00 0 0 0 0 0 0 0 0 2ol,n, dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 ly 12FMa� 0.005 n 4.50 1.03 an 0 20 330 R IN a 350 02 I--0 23�n9. aIf1 0.30021 35.05 24 43 011 N 0 488 011 a mew C0022 mem Ma m.0035 1 c 1 11 IN IM 2ifi 171 163 163 248 ' 2AM 037 1 1 980 n0 1890 1B0 ,00 on F 20P 3X 0035 0.00 0.00 0 0 0 F 21A azo 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A azo 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 5.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 aI PED evsurslon z30 W Emabq loNeam ,NS DID 2242 1542 12 e) IaffikaM1n 371 40 782 1031 a) K4 174 624 1741 13 mYralm. M® M F9000 901 Pa2anfla IM, 0 dwl live, e m 13) 1 2, 401 LvaeW 11 0 0 0 L Pma 0 0 0 0 Foxial n n 28 0 0 14 Subball 310 10M 3003 210 15 DwtI Wa 3M 53% BID 3i% 53% 1351 1134 Tied face, b,cl 3*t4 284D 5016 32133 N,nWmllvrtn) ill 1 4D Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. AftRle a.s, Kea u m. ae-m3e Front IRSU1 . w �"u9-n 00:423 .Ie, fil, wem d A,, and Foam Stop c - Fpe z3 6e.l, m�n6lm, ura010 amM:ema90.sne w .,Y...e•mdno,n.n�d.•19�mn NN feelPa wrlghtsolt RightJCOJ Worksheet u� Job 4001 ' Upper unit 2 Date: 0&,1112021 � Perfect Home Hvac Design Dy: Dena MorleyO` 'P,na DM 6e.l, m�n6lm, ura010 amM:ema90.sne w .,Y...e•mdno,n.n�d.•19�mn Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Fro W-surole u m. se-6we FA.1 RS -F1 w �"ae n79azr Aft .lar m•slAkap aa�e A,, ad Foram St w c - vwau daxux doe 3a el fl wMed mlupM 9.0 ft M1eetl¢d 9.0 & MnYmM @ • 7.0 I1 55 a To II ]0.51!IF 38.611fr TY Owe'dw bf X16.6 �r aOVIA. Lcarl A,,, (w) I"'° owner IawnLFI IGoercp , m1 ) AI 0 n1 Xeel Cod G� NP5 Raa Wal Gov NN5 bay CwJ 6 12F 0.066 In 4.50 1.03 a 0 0 0 0 a 0 0 2 ending. dr fare 0.300 In 0.00 0.00 a 0 0 0 0 a 0 0 eomadow2elun 0.300 In 0.00 0.00 a 0 0 0 0 a 0 0 Doo,, ad wbp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" 01 05AO 0.068 0.00 0.00 0 0 0 0 0 ` 121F xo xa 00 � a°rssel�.I. zoo» 90.00 q�-c �G xobino ddowe 0000 0.00 0 0 o a 12 A 0.005 a 4.0 1.03 50 4e xW 47 o a 0 0 x akvine. all Were 0.300 a 20.79 leas 4 0 W 74 o a 0 0 Door ft WW 0.630 a 0.00 0.00 a 0 0 0 0 a 0 0 W �D 158187»0 0.060 a 0.00 0.00 0 0 0 0 0 0 0 0 2olaom dr 1. 0d00 a 0.00 0.00 0 0 0 0 0 0 0 0 ly 12F.00,0.065 n 4.50 1.03 0 0 0 0 0 0 0 I--0 xe�ne. r0lme 0.300x0.79 35.05 0 0 0 0 0 0 0 `0OroB� Dour M m.aMa0022 1 c 1 11 39 29 fa AD N 39 s all 201'ar, 0035 2AM 037 3 39 IRS 14 n 3 93 14 F 20P 30 0035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A 320 0.020 0.00 0.00 a 0 0 0 o a 0 0 F 21A 320 0,020 0.00 0.00 o a 0 0 0 o a 0 F 2M VI 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 e o)NEDevburslw 51 1 1 s Enwbq lo¢Le.m 542 15 152 K 12 e) larrilk•M1n zro 5 0 0 b) 0 0 0 01 13 Aewln.. ^ti5e zv 0 0 oF 01 •ppewnvydn., 0 brml)9w e m 13) 430 790 10 ml Lv�nM 11 0 nWblW6on 0 0 -tu di 14 &ubbYl 011 Ml 0 0 15 Gtllw6e 3M 5a% Ek 19]37% 53% 0 0 Tree! w, fall 1111 0 0 A,nWmllc6n) 18 01 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Fro W-surole u m. se-6we FA.1 RS -F1 w �"ae n79azr Aft .lar m•slAkap aa�e A,, ad Foram St w c - vwau whearR6 u� wrightsoft Load Short Form Job' 4001 Date: OW1112021 Entire HOUSE By: Dana money 0`' 'np DM '%c Perfect Home Hvae Design scan earmMi.maw,o anon.:smamsna w For: 32nd Ave and 3214 Fenton Project, Mag Consbuction 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuildem.com HEATING EQUIPMENT Htg CIS Infiltration Clg load Outside db ('F) 1 94 Method Simplfied Inside db (-F) 70 75 Consbucdon quality Semi-gght Design M (°F) 69 19 Fireplaces 2 (Average) Daily range Heating input H 1403 Inside humidity (%) 30 50 Temperature rise Moisture difierence(gr4b) 34 -38 0 HEATING EQUIPMENT Area Make Na Clg load Htg AVF Trade Na (R) Model Na (Btuh) (cfm) AHRI ref. Na BmnVmain unit 2411 Efficiency No 800 Heating input No 1403 Heating output 0 Stub Temperature rise 0 -F Actual air flow 0 dm Air flow factor 0 dmBtuh Static pressure 0 in H2O Space thermostat No in H2O COOLING EQUIPMENT Area Make Na Clg load Htg AVF Trade Na (R) con! Na (Btuh) (cfm) Coil Na BmnVmain unit 2411 AHRI ref. Na 13991 800 Efficiency No 1403 Sensible cooling 0 BWh Latent cooling 0 BWh Total cooling 0 BWh Actual air flow 0 dm Air flow factor 0 dmBtuh Static pressure 0 in H2O Load sensible heat ratio 0 800 ROOM NAME Area Hug load Clg load Htg AVF Clg AVF (R) Btuhl (Btuh) (cfm) (cfm) BmnVmain unit 2411 24393 13991 800 800 Upper unit 1403 23121 14280 800 800 (Unconditioned) 946 0 0 0 0 BmnUmain unit 2500 25432 15519 800 800 Upper unit 1500 2466 15877 800 800 Entire House 8758 97567 59667 3200 3200 Other equip loads 9612 2677 Equip. @ 0.99 RSM 61907 Latent cooling 0 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. +1Fw+a RRaM.su..MUn.us.12021 21007RaMt2�22a,wet Pat,t nen M..wreaconoa dA...nu Fa 3L c.e M.a F Door na� w +wrightsoft Building Analysis Entire House Perfect Home Hvac Design se.n eaumm�i.mealnD amn.:eotaoasue w For: 32nd Ave and 3214 Fenton Project, heee %of load Walls 3.6 5785 W. 32nd Ave. 8 3214 Fenton St., Wheal Ridge, CO Glazing Job: 001 u m Byte: Do 21 1098 By: mane ay mod.y bn- 4864 4.5 apM`OC For: 32nd Ave and 3214 Fenton Project, Mag Construction %of load Walls 3.6 5785 W. 32nd Ave. 8 3214 Fenton St., Wheal Ridge, CO Glazing 20.5 19179 Email: mike@magbullders.cam Doors 3.2 1098 1.0 Design Conditions 1.4 4864 4.5 Location: 1.3 Indoor: Heating Cooling Wheat Ridge, CO, US 15581 indoor tampemlure (°F) 70 75 Elevation: 5430 ft 12.2 Design M (°F) 69 19 Latitude: 40°N Humidification Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difterence(grAb) 34.4 -37.9 Drybulb(°F) 1 94 Infiltration: Total Dailymnge °F) - 27 (H ) Method Simplified Watbulb(° ) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 TS Fireplaces 2 (Average) Component BWhM2 Btuh %of load Walls 3.6 23629 22.0 Glazing 20.5 19179 17.9 Doors 3.2 1098 1.0 Ceilings 1.4 4864 4.5 Floors 1.3 5181 4.8 Infiltration 3.1 15581 14.5 Ducts 13057 12.2 piping 0 0 Humidification 0 0 Ventilation 24591 22.9 Adjustments 0 Total 107178 190.0 Component Bfiuw Blot %of load Walls 0.6 3688 5.9 Glazing 25.6 23981 38.5 Doors 1.2 429 0.7 Ceilings 1.0 3551 5.7 Floors 0.1 271 0.4 Iniltrefion 0.4 2012 3.2 Ducts 10802 17.3 Vendlatcn 6849 11.0 Internal gains 10760 17.3 Blower 0 0 Adjustments 0 Total 62344 Me Latent Cooling Load = 0 Bruit Overall U -value =0.066 6Mhr0i°F Data entries checked. YW �6tand �re nom= �� Irtihelim cvs wr1indisai 21MJwg.P W Awk RigNSuhl Univureal202131.0.WRSB1232 . tel elgn Dla~mfl3Nd Ave and notione-no Cek=MA Fort poorhac W Refit For: yr he, Mag Construction J Jab: 4001 Component Constructions HgH7M Wri�lt7it0}C Entire House Date: OW11/2021 By: Dana Morey <'ddrug gMe Perfect Home Hvac Design wmtl arm, 16' on. sM &tlNwN Wln etleet BwMluL Via1010 PM1one:B01�W611B WeIX wxx.gM¢lfinnaM1reode¢Ign.wvn . av,T For: 32nd Ave and 3214 Fenton Project, Mag Construction Owalwe Insula HgH7M 5785 W. 32nd Ave. & 3214 Fenton Sl., Wheal Ridge, CO Gain 439 wmtl arm, 16' on. sM Email: mike@magbulldemcom . av,T n ae¢a m aw DesignConditions a ¢� Walls WlnAews Location: Indoor: Heating Cooling Wheat Ridge, CO, US Indoor tempereture IT) 70 75 Elevation: 5430 R 210 Design M(T) 69 19 Latitude: 40-N board int Msh. 2'6' wood hm. 16' c. c. surd Relative humidity 1%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 34.4 -37.9 Drybulb CF) 1 94 Infiltration: DOM 210 Dailyrange (°F) - 27 (H ) Method Simplified Watbulb(T) goal 60 Construction quality Semi -tight 0.80 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Dom Construction descriptions Or Area Owalwe Insula HgH7M Loss C19MM Gain 439 wmtl arm, 16' on. sM a . av,T n ae¢a m aw M a ¢� Walls WlnAews 12F-Osw'. Frm wall. wtl err. WY wood shot, n21 wv ins. 112- gypsum n 971 0085 210 360 3498 0.83 803 board int Msh. 2'6' wood hm. 16' c. c. surd a 931 0065 210 4.30 4081 101 936 189 667 n head In 912 DOM 210 3.30 3115 078 715 4844 079 goal 210 348 2813 0.80 645 1122 all 3632 Dom 210 372 13507 0.85 3099 1513146rvo8: 0g wall, light drysgl 2W wood int him. conclude wall, n 507 0040 190 294 1649 0.07 37 r-19 my ins.lt' trk. 112' gypsum board Inst Irish a 535 0040 190 289 1545 005 27 ease 5611 DW 190 294 1649 007 37 17393 glass door, 2glazing, or Iowa ouls, air gas, vol Mn mat or innr, l/4" 587 0040 190 300 1696 0.09 49 240 all 2222 0040 AD 2,94, 6511 0.07 150 Pannions 12F-0sw: Frm wall, r-21 me ins, 12 gypsum board Inman, Zai' 795 000 210 4.50 3581 055 439 wmtl arm, 16' on. sM WlnAews 2 glazing,dr Im-eoulr, air gas, vol hm mat or innr, 1W gap, 1W Mk: n 166 0.300 0 200 3493 110 19W 2 glazing, or eco¢our, air gas, vol frim mat or anon 1W gap, 1W Mk: n 16 0.300 0 200 333 11t 189 667 n head In a 133 0.300 0 20.8 2755 35.0 4844 32 0.300 0 20.8 865 35.0 1122 214 0.300 0 19.4 4158 173 3693 16 0.300 0 200 333 185 295 156 0.300 0 200 3243 350 ease all 735 0.300 0 20A 14979 237 17393 glass door, 2glazing, or Iowa ouls, air gas, vol Mn mat or innr, l/4" n 21 0.300 0 20.8 437 11.8 240 gap, i/0' Nk glass door, 2 glazing, or Iowa outr, air gas, end Mn mat or inn, 1/4' gap, 1/89M1k. 6.67 h head Is a 181 0.300 0 200 3763 WD 6344 all 202 0.300 0 200 4203 326 6591 Doors Doo, wd se, draw n 21 0.330 0 0 0 0 0 45 0.330 0 122 549 477 215 280 0.330 0 196 549 077 215 all 346 0.330 0 3.17 10ep 1.24 429 Pari Pug l7 p, =pus Pepet files meo2rdAe end FmM y.W Car Fort beer news W Ceilings Atllc oa l'rsg, asphalt ann9lea roNmal, r4g can ins,112" gypsum Martl M fnah Floor 20P30c. Fir lbw, firs fr, 12" drum, cannot fr fil r b dv ins, gar GAT 201P301: Fir lbw. fml fr. 12' Nkna. ale fr Map, r. cav Ins. gar wr 214,412c: Be floor, light cry soil, O' depth, awl fr Msh 22A -W: Og floor light dl on grade depth /afiles mPafitl�Pve and FmMS�.npe Ceb=MMZ1AAFRSJIo �i �p t� F�3 r W hese 3008 0,022 090 143 4084 IN 703 0035 300 343 1705 0.37 201 27 0,035 300 243 85 0.37 10 2455 OPNI 0 1.39 3403 0 0 5 0,020 0 1.39 ] 0 0 all 2480 0,020 0 1.39 310 0 0 95 0989 0 0 0 0 0 /afiles mPafitl�Pve and FmMS�.npe Ceb=MMZ1AAFRSJIo �i �p t� F�3 n*heetgo u Project Summa ry Byte: DJob: OW11 m wrightsoft ao Entire House By: n, Money 4,�oBM,o° Perfect Home Hvac Design aW NMM1 Men seven awMUL UTW10 Phone: 8013W5118 woo ho"ason.am Project Information For: 32M Ave and 3214 Fenton Plo1'ect, Mag Construction 5785 W. 32nd Ave. & 3214 Fenton SL, Wheat Ridge, CO Email: mike@maggbuilcem tlere. Notes: Unit l requires 7J64 afro outside ventilation air to meet ASHRAE 62.2 requirements. Unit requires 77 50 dm. We recommend Honeywell y8150 be installed to each of the lower systems and be cycled in 15 minute increments (15 on / 15 off) (see schematics). Weather Winter Design Conditions Outside db 1 -F Inside db 70 -F Design TD 69 -F Heating Summary Wheat Ridge, CO, US Structure 84510 Shut Ducts 13057 Sam Central vent (154 alms 9812 Shut Humidification 0 Shut Piping 0 BWh Equipment load 107179 BWh Infiltration 250 Method simplified Construction quality Semi -tight Fireplaces 2(Average) Summer Design Conditions Ha7812 781n2 Area fl C 75 Wlume(R) 53433 53433 Airchanges/hour 0.28 0.13 Equiv. AVF(dm) 250 116 Heating Equipment Summary Make me -38 gr/Ib Trade n/a Structure 48885 Madel No 01907 12677 AHRI ref. We Central vent (154 chin) ton Effiaency Summary me Heating Input Trade Na Heating output 0 BWh Temperature dse 0 -F Actual air flow 0 dm Air flow factor 0 dM6tuh Static pressure 0 in H2O Space thermostat No Latent cooling Summer Design Conditions Outside db 94 -F Inside db 75 -F Design TD19 Shut -F Dailyrange H Shut Relative humidity 50 % Moisture difference -38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 48885 Shut 01907 12677 am Central vent (154 chin) ton Shut Blower 0 BNh Use manufacturers data n Rate/swing mumVtier 0.99 Equipment sensible load 01907 Shut Latent Cooling Equipment Load Sizing Structure 45 Shut 65 Sam Central vent (154 chin) -3252 Shut Equipment latent load 0 Shut Equipment Total LoadISen+Let) 01907 Som Req. total capacity at 0.97 SHR 5.3 ton Cooling Equipment Summary Make We Trade Na Coil we AHRI ref. We Efficiency Na Sensible cooling 0 BWh Latent cooling 0 Shut Total cooling 0 BWh Actual air flow 0 dm Air flow factor 0 dM6tuh Static pressure 0 in H2O Load sensible heat ratio 0 y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .r ei . ..— 1 elpMSuous Univeru1202121.q.07 RSU12322w W21 Pup1 W: cash . nen m..wleocennaa�e n.. any F.�.a.no Can -MM F lone n� P'°p1 wrlghtill AED Assessment Entire House Perfect Home Hvac Design eW NUIh Mein eOeft aw„41uI, Vrm010 PMre:am�3[65119 WeL: mm.peiMutiimmaMeatleaipn.mn For: 32nd Ave and 3214 Fenton Project, Mag Canstinudon 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike(magbuilders.com Location: Heating Wheat Ridge, CO, US Indoor temperature CF) Elevation: 5430 fl 75 Latitude: 40-N 69 Outdoor: Heating Cooling Drybulb(T) 1 94 Dailyrange (T) - 27 (H ) Watbulb(°F) 60 Wind speed (mph) 15.0 7.5 W heee u Job: 4001 Dan: Dueaare MorMY abng DM e Indoor: Heating Cooling Indoor temperature CF) 70 75 Design M (°F) 69 19 Relative humidity (%) 30 50 Moisture difference(grab) 34.4 -37.9 Infiltration: R71iIQVM M r@M Baa. Maximum hourly glazing load exceeds average by 13.5%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh e"r`bhd`•.h 2a21 ALe-nrooa Ripmsuaaswne<B.I2o2121.a.o7Rsu2Xo sloffi Ms2Cwo1 adAeeeMFxnmo-W Ceb=MN rMnl WnM1m: W Pepei w.1 m�n61m, ur MmoaWm:ellabo.5ne w vaWml9n mn NN he, +}f Right.l® Worksheet u� Job 4001 ' wrightsott' Entire House Dale: DWI 112021 Perfect Home Hvac Design ey: Dena Morleyma DMe w.1 m�n61m, ur MmoaWm:ellabo.5ne w vaWml9n mn Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. � DID ta-MDate um. f2021 21,107 Final 1 n22 "ae n000sel � Ilan fifl, wed dAread F.lm St M, c - Fm.lowrrea. w v.9a En6nfili emnNnem unit 11x.5 n 246.0 n wWW.aI ritai 9.0 ft 0.5 If 583 0.6 TY cwe'dw uv M '(X Lcoml Jeff,IF Uohm (aM1LF "Matter AI r rate Cod Door, NAYS eT e I Grum li I Coa 8 12 A 0.085 in 3.00 0.03 1101 071 3103 0.tl 825 305 1374 315 3 Di of11 0.300 in 21 11.70 188 0 3103 10.D iM 0 2405 1414 wond[a.3gluln 0.300 in 21 11.70 31 0 437 M 0 0 0 0 Mur, lwryp 0.330 0.00 0.00 21 21 0 0 0 1 IMiIfGvo8 0.008 2.04 Dar 560 w `Wy IDF N5 115819.01 931 4081 ME 120 215 968 � 31 133 0 2765 ytit 25 0 ME am a°r�� trail, zoo» 3505 lei a 3005 1333 '.y`�-cO 0069 , 289 nos 0332 030 E VUS 27 2180 2 210 788 15 �G 2ala no. olrlwro 0300 20.78 35.05 1715 sell 1y 12F 0.005 a 3.30 0.70 1101 922 311 0 0 0 0 I -G 29b1n9. air 0.300 18A3 17.20 214 0 41M 30M 0 0 0 0 II --DD Dow W WW 0.330 a 1330 4.77 45 45 &9 215 0 0 0 0 q �G inti) rob 0.088 a 2.03 0.07 576 580 IUD 37 0 0 0 0 2 fti If 1. 0.300 a 20]0 18,46 16 0 333 295 0 0 0 0 ly 12E.08,,0.065 w 3AB am 1245 808 2813 105 5 252 50 29tive9. ulrlme 0.300 w 21 35.05 156 0 III Unit24 0 488 811 IL- Door M IN p OroB� 12� 0.069 0.066 , - 3.00 4JM 0.09 Me ar 795 667 796 left 3681 49 433 233 no 288 No 863 1712 n 210 m. Ma0022 - 143 1 CJ X27 2827 1 030 220 ban P 28 F P 30 20035 0 2A3 0.37 0 0 F 21A Mo 0.020 1.38 0.00 M55 No Man 0 Ins 1M5 1070 0 F 21A Mo 0,020 1.38 0.00 5 5 7 0 0 0 0 0 F NAVE 0.008 - 0.00 0.00 WB 05 0 0 0 0 0 0 61 o)AEDeWumon 1 01 1 i i0l Eni ana 53650 3191 15751 7X0 12 is IMkaM1n 15581 M12 3645 4211 61 149or 417It 4993 13911 13 mYOelm. n6® ME 12 Man 3 1701 .41WBenmNUlMr 35001 dwl live, 8b 131 Pd510 24300 1 39911 Law �nml1 0 0 L ma 0 0 0 0 IbWMWbn 0 0 0 0 14 6ubball 04510 48865 N303 13001 15 Mtllwde 15% 2YA 131 1L 0% 0% 0 0 Treat m,n Deal Ei DIEM 48001 NrnWmllc6n) any3z[0 WD Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. � DID ta-MDate um. f2021 21,107 Final 1 n22 "ae n000sel � Ilan fifl, wed dAread F.lm St M, c - Fm.lowrrea. w v.9a w.l mnnelm, ur Mmoamn.:e91a9o.sne w .,w,�e.•ia�mn Nl neee +}f Right.l® Worksheet u� Job 4001 ' wrightsott' Entire House Dole: 0811112021 Perfect Home Hvac Design ey: Dena Morleyma DMe w.l mnnelm, ur Mmoamn.:e91a9o.sne w .,w,�e.•ia�mn Calculations approved by ACCA In meet all reauirements of Manual J Bill Ed. ." as W-31 u owc- 7RSU1 Pez-pia"�"e n000z Aft19,fil, wed dA.•.nd Fannon St se-m3Frontera, w apun8l pv16.5 lun l[lonob Med el n 94.5 n wmlu9M 9.0 X 10.0 fl Ii IF 918.0 iP Owe'dw uNt1'•F p v'9.0m d1, Lcarl I Dae) owner(PlTY (PIUMI.) 0 m) 16saaa w "I m) near) Xeel Cod G� NP5 bay Wal Gov N * bay CwJ 8 12F 0.085 n 3.00 0.03 450 301 1716 394 315 IV a 0 2111 olrl1 0.300 n 20.70 n.R 40 0 %B see 0 a 0 0 wwadmr.:9lun 0.300 n 20.70 n.R n 0 07 Us 0 a 0 0 Doo,, W cryp 0.330 0.00 0.00 0 0 0 21 21 0 0 1 Wy 0.089 3.81 0.0] 0 0 0 0 Z5H1AOvoe 0 ` IDF Z0 Z40 1 er VB D Z0 a°rssei�.in zoo» q`�-cO nos 0 0 �Gz81V4olrlwro 0]00 x289 35.05 0 0 1y 12F 0.005 • 3.30 0.70 23 z] 101 23 IDS 330 0 0 I -G 2shoe. o0lcwe 0.300 ISA3 17.20 0 0 0 0 14 0 0 0 ��Da WaraswW 0.330 a 13.20 4.77 a 0 0 0 21 n 0 0 q �G 158180»9 0.060 a 2.04 0.07 0 0 0 0 0 0 0 0 2oI,,n, dr 1. 0d00 a 30.78 18,48 0 0 0 0 0 0 0 0 ly 12F� 0.065 n 3AB am 388 XB 11 Do 440 IV 0 e I--0 29n9. rIf1 � 0.3000.70 2 35.05 43 0 an 1470 0 0 0 0 `aOroB� Door M C0022 Nem aMa m.0035 143 1 04 1 13x7 209 Z10 Z10 2AM 037 Jay 705 50 110 F 20P 301 0035 2A] 0.37 37 0 0 F 21A 31 0.020 1.39 0.00 0 0 0 0 0 0 0 0 F 21A 31 OOZO 1.39 0.00 5 5 7 0 0 0 0 0 F 2 Mpl 0.000 - 0.00 0.00 a 0 0 0 B4e a5 0 0 61 o)AEDexaurslw I I I 1 01 1 1 01 EnI I We 8573 0 0 12 e) lnftradn 39ID 507 a 0 b) 2497 695 0 01 13 Aewln.. �® 2m 01 µp.'naNdn.�50001 SI lines e m v) 01 J.a m.rradb.d o 0 0 0 rmammanon 0 0 0 0 14 Subboll 166% &W 0 0 15 G IloW, 38% v'A M= 5315 0% 0% 0 0 a.rapena dna say OW 0 0 Calculations approved by ACCA In meet all reauirements of Manual J Bill Ed. ." as W-31 u owc- 7RSU1 Pez-pia"�"e n000z Aft19,fil, wed dA.•.nd Fannon St se-m3Frontera, w 11.t mnmlm, uraDlo amn.:ema0o.5ne w �dasl9�� Nd neee +}f Right.l® Worksheet u� Job 4001 ' wrfghtsott' Entire House Date: DWI 112021 Perfect Home Hvec Design Dy: Dana Morleyma DMe 11.t mnmlm, uraDlo amn.:ema0o.5ne w �dasl9�� Calculations aooroved by ACCA to meet all reauirements of Manual J Bill Ed. DID If -SI Dao u ow m -m39 FAAFReal1 w �"ue n000 3 Pon, Aft Ilan fil, wee dAra end FaBm atw c - FNe annmWn un82 apoel wit .o n 12 n weal mlupM 9.5 X 9.0 If 5 24995 IF 14 v'p.,lm d1, w,Poa lnnuo)r IM,Wtft IauM1q 0 m1 1 m1 Im 1 Reel Cod Co NP5 I Wal Cosa 14N5 I CwJ 0 12F 0.085 n 3.00 0.03 50 50 26 52 N 41 102 e2 2 abrina. olf1 0.300 n 20.70 n.28 a 0 0 0 0 a 0 0 erseml.2ylun 0.300 n 20.70 n.28 a 0 0 0 0 a 0 0 Doo,, ad wryp 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 1 V" I5B1A0vo8 0.089 2.05 Dar 45 45 0 0 0 121F 2602 161 11 267 � a°r��el�a. zoo» 3505 1333 20 a 420 q�-c 151119.0m,.8 0069 , 289 nos 2105 79 280 759 12 0 0 �G 2al lno. olrlwro 0300 20.70 35.05 Y1 0 1y 12F 0.005 a 3.30 0.70 @5 207 1M Rr 418 352 1721 305 I -G 2al lna.If1 0.300 1BA3 17.20 114 0 n70 2105 00 0 1700 1500 ��Da Nor W upp 0.330 a 1230 4.77 H N &6 215 0 a 0 0 q �8 10180»8 0.080 a 2.05 0.07 570 see IUD 37 0 0 0 0 2owno. If 1. 0.300 a 20.70 18A8 18 0 333 295 0 0 0 0 12FM, 0.085 w 31 am 110 80 3!0 B3 M N2 1088 EO 29laun9.If1 0.300 w 20.70 35.05 30 0 eN 101 W 0 1Nr 2103 beer M OroB� C0022 m. Ma A1,3 - 143 1 C4 10 10 real 12N0 2010 Here)10 46 F 20P 30a 0035 243 0.37 0 0 F 21A 320 0.020 1.39 0.00 12M 12M InD 0 0 0 0 0 F 21A 320 0,020 1.39 0.00 o a 0 0 0 o a 0 F 2N.bl 0.900 - 0.00 0.00 a 0 0 0 0 a 0 0 61 c)AEDewurslon I I I 1 01 1 i 101 Enwbq bargain 1850 M2 B 11320 7087 12 e) IONaDn III 4LY 41M 5381 b) DID 13 ma'wlna. 0roo zcanDs01 A99renmuln.�Deal San wel lllw e m 12) 1519 nee0 1 DUD lwe �n 11 o 0 l.w.aanmr 0 0 0 0 aamlbDSdn 0 0 0 0 14 Subball 3132 ill 17008 10390 15 DwtI W, 0% W 0 0 37% 53% BBN Saar 16519 246;; 20 48001 Arraglnal(olm) D0 Calculations aooroved by ACCA to meet all reauirements of Manual J Bill Ed. DID If -SI Dao u ow m -m39 FAAFReal1 w �"ue n000 3 Pon, Aft Ilan fil, wee dAra end FaBm atw c - FNe Weft. Loads for Multiple Orientations Entire House Perfect Home Hvac Design se.n eammi.maw,o amn.:emamdna w For: 32nd Ave and 3214 Fenton Project, Mag ConsWction 5785 W. 32nd Ave. 8 3214 Fenton St., Wheat Ridge, CO Email: mike@magbuilders.mm Location: Front Door WneerR6 u� Job: 4001 Wheat Ridge, CO, US Date: By: 0&1112021 Dana all Y aa� 'ng DM Location: Front Door Indoor: Heating Cooling Wheat Ridge, CO, US South Indoor temperature CF) 70 75 Elevation: 5430 R 60412 Design TO ff) 69 19 Latitude: 40-N 62]00 Relative humidity (so) 30 50 outdoor: Heating Cooling Moisture diference(grAb) 34.4 -37.9 Drybulb('F) 1 94 Infiltration: Total Load(Btuh) 60412 Dailyrange ('F) - 27 (H ) 631]2 59053 62]00 Wetbultl - 60 Heating AVF(cfm) 3200 3200 Wind speed (mph) 15.0 7.5 3200 3200 3200 Blbrlg orientation emig Load D�mRat�� Current Orientation: Front Door boas West Highest Cooling Load: Front Door laces Northeast Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. '{Fw.o" Rra,wet 0628 Ras,.aa.,ban..s.2o2,2tqa,Rama2 22Pat,t reac nb,fi10 won dAveand Fama.B tlm3tW c.r mmns� w Front Door North Northeast East Soulheast South Southwest West Northwest Sensible Load (Btuh) 60412 64128 62648 63172 59053 62]00 6190] 63750 Latent Load(Btuh) 0 0 0 0 0 0 0 0 Total Load(Btuh) 60412 64128 62648 631]2 59053 62]00 6190] 63750 Heating AVF(cfm) 3200 3200 3200 3200 3200 3200 3200 3200 Cooling AVF(dm) 3200 3200 3200 3200 3200 3200 3200 3200 Blbrlg orientation emig Load D�mRat�� Current Orientation: Front Door boas West Highest Cooling Load: Front Door laces Northeast Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. '{Fw.o" Rra,wet 0628 Ras,.aa.,ban..s.2o2,2tqa,Rama2 22Pat,t reac nb,fi10 won dAveand Fama.B tlm3tW c.r mmns� w wrightsoft A Form - Worksheet A Entire House Perfect Home Hvac Design seen eamMi.mMmoanon.:emamdna w Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a*wr+gr.non- eieia.snxab Unvusai2o2,2tRama m mRsut2s2zanz, wet Pae.t nen be.wreO woo dA.e end Fa Bir no c e Me F mn n w Supporting Detail Wneetga u� Job: 4001 Address: Date: By: OW1112021 Dane Motley Y �'na DM Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a*wr+gr.non- eieia.snxab Unvusai2o2,2tRama m mRsut2s2zanz, wet Pae.t nen be.wreO woo dA.e end Fa Bir no c e Me F mn n w Supporting Detail Pmjed Name: MagConst-32nd Ave and Fenton SL Date: 08/1112021 Address: 5785 W. 32nd Ave. & 3216 Fenton St., Wheat Ridge, CO Phone: "Nuns Job ID: 6001 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a*wr+gr.non- eieia.snxab Unvusai2o2,2tRama m mRsut2s2zanz, wet Pae.t nen be.wreO woo dA.e end Fa Bir no c e Me F mn n w Worksheet A Location and Design Conditions Weather Location: Wheat Ridge, CO, US Elevation = 563 "Nuns 40 Indoor Conditions, Heating: DB= 70 -F RH= 30% Indoor Conditions, Cooling: DS= 75 -F RH= 50% Table 1 Conditions 99%06= 1 -F 1%DB= 94-F Grains Diffartnce= 38 grdb Daily Range= H Design Temperature Differences HTD= 69 -F CTD= 19 -F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a*wr+gr.non- eieia.snxab Unvusai2o2,2tRama m mRsut2s2zanz, wet Pae.t nen be.wreO woo dA.e end Fa Bir no c e Me F mn n w Weft. Load Multizone Summary Report Perfect Home Hvac Design seen eamMi. M+Mo,o am,s:emamena w PANE NAh1E Heating Volume ACH AVP HUM fB can ftme he, u� Job: 4001 0.30 Date: By: OW1112021 Dana Motley Y �' as DMaac PANE NAh1E Heating Volume ACH AVP HUM fB can ftme Gaoling Volume ACH AVP HTM it, afm BMNtin Upper unit 1 12625 0.30 63 3.7 12625 0.14 29 0.5 Bmnt/main unit 1 13566 0.26 58 3.7 13566 0.12 27 0.5 (Unconditioned) 0 0 0 0 0 0 0 0 Bmnt/main unit 2 13747 0.27 62 3.7 13747 0.12 29 0.5 Upper unit 2 13496 0.30 67 3.7 13496 0.14 31 0.5 Entire House 53433 0.28 250 3.7 53433 0.13 116 0.5 save+ aien,.alae&U...e,s,1202i2Io.^,BaDtz Pana sun Msswrewsuane Ave and sodden s_w cc M.8 ideal dead ear Wheat Load and AVF Summaryu oM ,1fw o"d^R' aad,.sIO@&UI.uml202,„ONRSUI Pari, .ie, m..wreacwnn dn.a ald raitn s c.c mwFxW D,r r W g ROOM NAME Arca H[glosd Clg loss Hag AVP CIA AVE fP BIUM1 BWM1 cim dm Bed 3 186 4903 2876 170 161 Laundry 80 1217 1175 42 66 Bed 2 194 3254 2545 113 143 Bath 78 165 127 6 7 Hallway 271 2540 957 88 54 M clos 123 282 203 10 11 M bath 144 1323 854 46 48 wc 25 554 136 19 8 Master bed 302 8883 5410 307 303 Upper unit 1 1403 23121 14280 800 800 Foyer 242 3065 1790 101 102 Pdr 36 248 29 8 2 Living 496 8741 5709 287 326 Kitchen 252 624 1326 20 76 Dining 180 3882 1910 127 109 Storage/util 179 1076 33 35 2 Family 637 4199 1906 138 109 Mach 90 0 0 0 0 B bath 62 639 261 21 15 Bsmnt bed 200 1917 1027 63 59 closet 39 0 0 0 0 Burnt/main unit 1 2411 24393 13991 800 800 Garage 462 0 0 0 0 Garage u2 484 0 0 0 0 (unconditioned) 946 0 0 0 0 Family u2 902 5361 2303 169 119 B bath u2 78 676 22 21 1 Bsmnt bed u2 172 2102 1034 66 53 Mach u2 98 0 0 0 0 Mud/sirs u2 176 2571 1782 81 92 Kitchen u2 314 624 1307 20 67 Dining u2 180 3882 2136 122 110 pdr u2 36 248 29 8 1 Foyer u2 124 2851 1056 90 55 Living u2 420 7117 5846 224 301 Bmnt/main unit 2 2500 25432 15519 800 800 Master bed u2 290 8115 5057 264 255 Bed hall u2 148 1771 1096 58 55 M bath u2 138 287 212 9 11 Hers u2 77 1024 279 33 14 wc u2 24 50 37 2 2 His u2 77 1024 279 33 14 Laundry u2 67 139 796 5 40 Bath u2 63 130 96 4 5 Hallway u2 225 2511 1546 82 78 Bed 3 u2 154 3444 2843 112 143 Bed 2 u2 163 5015 3283 163 165 clos 2 u2 39 1111 353 36 18 clos 3 u2 39 0 0 0 0 Upper unit 2 1500 24620 15877 800 800 Entire House 8758 97567 59667 3200 3200 ,1fw o"d^R' aad,.sIO@&UI.uml202,„ONRSUI Pari, .ie, m..wreacwnn dn.a ald raitn s c.c mwFxW D,r r W From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Thursday, August 5, 2021 11:32:47 AM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 5785 W 32nd Ave Property Owner Name Michael Moylen Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-980-9253 CONTRACTOR INFORMATION Contractor Business Efershan Electric, Inc Name has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Bernardino Rodriguez Permit Email not displaying correctly? View it in your browser. Contractor's License 11025 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-884-2049 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email efershan6640@hotmail.com Address Retype Contractor efershan6640@hotmail.com Email Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 200 Location of work House (garage, house, etc) Provide additional Temporary meter. details, if needed. Project Value (contract 700 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 12 Job Address: fS] Permit Number: :2--,,2 r-� ❑ No one available for inspection: Time ! AIM/PIVI � o Re -Inspection required: Yes /"" ,o When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci, wheatridge. co. uslnspeciion Date:_( - *Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Sewer Repair PERMIT - 201902681 PERMIT NO: 201902681 ISSUED: 12/23/2019 JOB ADDRESS: 5785 W 32nd Ave EXPIRES: 12/22/2020 JOB DESCRIPTION: Sewer repair in back yard and install clean outs, 8 feet. *** CONTACTS *** OWNER (720)328-6386 FOX KIMBERLEY ANNE SUB (303)287-9009 BRAD WAKEHAM 130022 TRENCH RIGHT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,500.00 FEES Total Valuation 0.00 Use Tax 94.50 Permit Fee 125.05 ** TOTAL ** 219.55 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** A City of Wheat Ridge Residential Sewer Repair PERMIT - 201902681 PERMIT NO: 201902681 ISSUED: 12/23/2019 JOB ADDRESS: 5785 W 32nd Ave EXPIRES: 12/22/2020 JOB DESCRIPTION: Sewer repair in back yard and install clean outs, 8 feet. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�ppermit. I further �+*�* +fat I am lea au or+ include all entities named within this document as partes to the work to be perfo, and th all work to be per g i sed in this document and/or itsraccgmpanying, approved plans and specifications. Signature ofO R or ONTRACTOR (Circle one) Date 1. This permit was s based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a .pkable code or 4hy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of W heat I ,.d�� COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a7ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -5786 W '3 C P_ h �'- R LP - Property Owner (please print): NbC )qy I�GQ�� yi �� Phone: 2a?0 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: -T-Q-2 c City of Wheat Ridge License M I Phone: 303 ''7' qXq Contractor E-mail Address;oam /'1 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): j&V1 "%'C *744S Phone: c'5�' c5�<67 CONTACT EMAIL(p/ease print): :5C-%VVV-C_ Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W. R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 95 f G e{� 6��a• 4�- 1 1 n 0GL6J-4 Yac(3 CkV[CA_► rS-ffA t 1 Cjleckn pV-�S Sq. FULF C BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ �f� 5co OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (C( Signature (first and last name): G Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY VNER) (CONTRACTOR) OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: «. l . r* U111 =77.r.1 r rt d r Credit Card Payment. Use oradit card 11sW an fils. Date: Print name: A&e-4 Signaturc ro du m oF COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~,~~uG• Job Address/Permit Number: -T795 w. 3;t.va 4)8o.230 f1P~aJFv , f. .¢j ?3 F } f .f{. sl 1 I. ~ 1 ~ ~q f f ❑ No one available for inspection: Time AM/PM ~ ` Re-Inspection required: Yes 6_i~o ~ *When corrections have been made, call for re-inspection at 303-234-5933 ~ Date` 3f/~ ag Inspector: ~cc i DO NOT REMOVE TH/S NOTICE I City of Wheat Ridge Residential Plumbing PERMIT - 080230 MIT NO: 080230 ISSUED: 03/13/2008 ADDRESS: 5785 W 32ND AVE EXPIRES: 09/09/2008 CRIPTION: EMERGENCY SEWER LINE REPAIR INYARD ONLY CONTACTS 303/696-9599 Steve Wakeham R 720/201-8469 GREG NORBEY 01-9921 Pipeline Industries, Inc. PARCEL INFO E CODE: UA USE: UA DIVISION: 0471 BLOCK/LOT#: 0/ FEE SUMMARY _ ESTIMATED PROJECT VALUATION: 1,500.00 FEES Permit Fee . 70.25 > Total Valuation .00 Use Tax 27.00 " TOTAL 97.25 f~~Comments: ""SUBJECT TO FIELD INSPECTIONS hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable dinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all asurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this plicatioP and that I assume full responsibSlSty Tor mmpliance wi[n Cne wneac x>age nmiaing coae u.n.c; euu >ii ou.ei pkicable~Wheat~i/ige Ordinances, for work under this permit. Plans subject to field inspection. date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests Eor an extension must be received prior to expiration date. M extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. if changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the a roval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any viola/tio~oE provisions of the building codes or any other ordinance, law, sule or regulation. all plan review is subjeqt~i~y~RY4ld inspections. of Chie£ N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF'""~r~,, City of Wheat Ridge Building Division ~ , m 7500 W. 29~h Ave., Wheat Ridge, CO 80033 T Office: 303-235-2855 ` Fax: 303-235-2857 ~ - c o Inspection Line: 303-234-5933 ~LORP~ ~ Building Permit Application Date: Plan PermiE Property Address: ~'7S--~ ca~ ~AV? Property Owner (please print): Phone: - Mailing Address: (if different than property address) Address: 9 State, ct" 7-) h~. 15~ Contractor Contractor License Phone: 203 C'10 C/3~ 29 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): 5~/ ~ Construction Value: $ /S-C, of work: ~ (as calculated per the Building Va/uation Data shee t) DeSCription q rh','ye~ncy r,ppa,% Pian Review (due at time ofsubmiftaQ: $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances pmposed by ihis permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assumefull responsibility for compliance with the Wneat Ridge 8uilding Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permiL Plans subJect to field inspection. '1~ , CIRLCEONE:: (OWNER) (CONTRAC/TO(R) or PERSONALREI PRINTNAME: J e SSP~(+ ~,!7JQT ( aci~IGNATURE: ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewec USE ONLY BUILDING DEPARTMENT COMMENTS: Reviewec OCCUPANCY: FIRE DEPARTMEM:: 0 appfoVed w/ Comments ❑ disapproVetl 0 no feviewfequired I Bldg Valuation: $ I