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Home My WebLink AboutPLANS Addition 130 W Wonderview Ave 1/2 2021-11-10Generated by REScheck-Web Software Compliance Certificate Project Mechem Residence Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:1,515 ft2 Glazing Area 16% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 130.5 Wonderview Ave Estes Park, CO 80517 Owner/Agent:Designer/Contractor: Steve Lane BAS1S 1692 Big Thompson Ave Unit 100 Estes Park, CO 80517 9705869140 steve@bas1s.com Permit Number: Compliance: Passes using UA trade-off 8.0% Better Than Code Maximum UA:288 Your UA:265 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Ceiling: Flat Ceiling or Scissor Truss 910 45.0 0.0 0.027 0.026 25 24 Main Floor Walls: Wood Frame, 16" o.c.1,390 21.0 0.0 0.057 0.060 66 69 Garage/Entry Door: Solid Door (under 50% glazing)20 0.080 0.320 2 6 Patio Doors: Glass Door (over 50% glazing)76 0.290 0.320 22 24 Window: Wood Frame 144 0.290 0.320 42 46 Second Floor Walls: Wood Frame, 16" o.c.864 21.0 0.0 0.057 0.060 41 43 Patio Door: Glass Door (over 50% glazing)20 0.290 0.320 6 6 Windows: Wood Frame 132 0.290 0.320 38 42 Crawl: Solid Concrete or Masonry Wall height: 3.0' Depth below grade: 2.5' Insulation depth: 3.0' 620 0.0 19.0 0.045 0.055 23 28 Project Title: Mechem Residence Data filename:Page 1 of 10 11/01/21Report date: SAFEbuilt APPROVED Subject to inspection and compliance to all relevant Adopted Building and Municipal codes. Changes in Plans MUST be approved. D.GRAHAM 11/10/2021 I-CODES 2015 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Mechem Residence Data filename:Page 2 of 10 11/01/21Report date: Steve Lane, AIA 11.01.2021 REVIEWED BY SAFEBUILT 11/10/2021 SEE ENGINEERS NOTES FOR FOUNDATION INSPECTION. REVIEWED BY SAFEBUILT 11/10/2021 WE S T 5 0 F T EA S T 5 0 F T SOUTH 95 FT NORTH 95 FT NO. 5 REBAR NO. 5 REBAR ASPHALT DRIVEWAY WILLOWSTONE DRIVE DECK DECK SITE PLAN 130-1/2 WEST WONDERVIEW ESTES PARK FILE: G:\CES_JOBS\954.007 DATE: 08/02/21BY: mst JOB No: 954.007 1692 BIG THOMPSON AVE, SUITE 200, ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 PARCEL # 3525108004 SAFEbuilt APPROVED Subject to inspection and compliance to all relevant Adopted Building and Municipal codes. Changes in Plans MUST be approved. D.GRAHAM 11/10/2021 I-CODES 2015 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION REVIEWED BY SAFEBUILT 11/10/2021 3'X3' CRAWL SPACE ACCESS HW Hot Water Heater REVIEWED BY SAFEBUILT 11/10/2021 TEMPERED GLASS < 2' FROM DOOR 12" TEMPERED GLASS IN STAIRWELL TEMPERED GLASS IN BATHROOM SD SD/CO REVIEWED BY SAFEBUILT 11/10/2021 WINDOW TO BE TEMPERED < 2' FROM DOOR 12" WINDOW TO BE TEMPERD SD SD SD/CO SMOKE DETECTOR ARE TO BE IN EACH SLEEPING AREA AND OUTSIDE OF EACH SLEEPING AREA AND WITH IN 15' OF EACH SLEEPING AREA SMOKE DETECTORS ARE NOT TO BE WITH IN 3' OF A BATHROOM. CARBON MONOXIDE DETECTOR ARE TO BE OUTSIDE OF SLEEPING AREA AND WITH IN 15' OF EACH SLEEPING AREA. GUARD RAILS TO BE AT MINIMUM HEIGHT OF 36" HIGH. OPENINGS IN FILL IN COMPONENTS TO BE A MAXIMUM OF 4'. WINDOWS CLOSER THAN 24" FROM FLOOR TO SILL AND MORE THAN 72" FROM OPENING TO GROUND REQIRE FALL PROTECTION FOR THE WINDOW REVIEWED BY SAFEBUILT 11/10/2021 MINIMUM 30" OPENING FOR WATER CLOSETS, 15" CLEARANCE FROM CENTER BOTH SIDES PRESSURE TEST REQUIRED FOR DWV AND WATER WINDOWS TO BE TEMPERED <2' FROM DOOR WINDOW TO BE TEMPERED <2' FROM DOOR 3'x3' CRAWL SPACE ACCESS NORTH SOUTH 24'-2" 24-2" 26'-10" 24'-10" REVIEWED BY SAFEBUILT 11/10/2021 WINDOW TO BE TEMPERED IN STAIRWELL 24"-10"26'-10"18'-0" REVIEWED BY SAFEBUILT 11/10/2021 BATHROOM WINDOW TO BE TEMPERED 24'-2"24'-2" REVIEWED BY SAFEBUILT 11/10/2021 1- ALL DECK JOISTS TO BE #2 HEM-FIR @ 16" O.C. UNLESS OTHERWISE SPECIFIED 2- ATTACH RIM JOIST TO EXISTING BUILDING WITH 2 ROWS LEDGER LOK @ 16" OC 3- ALL STRUCTURAL BACKFILL MUST BE COMPACTED TO 95% STANDARDPROCTOR. 4- ALL CONCRETE DESIGN IS BASED UPON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14). 5-CONCRETE SPECIFICATIONS: Fc = 3,500 psi @ 28 DAYS WITH 6% AIR (Ø 1.5%) 6- ALL WOOD TO BE #2 HEM-FIR OR BETTER UNLESS OTHERWISE STATED. 7- ALL PIERS TO BE 12" Ø UNLESS SPECIFIED OTHERWISE. 8- ALL ENGINEERED LUMBER TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. 9- ALL SIMPSON CONNECTIONS (OR APPROVED EQUIVALENT) TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. 10- ITEMS MARKED AS (EXISTING) WERE PREVIOUSLY CONSTRUCTED. 11- ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO FLOOR JOIST / ROOF RAFTERS WITHIN THE SPAN OF HE HEADER AND (2) JACKS STUDS. GROUND SNOW LOAD = 70 PSF - (10 PSF/1000 FT) * (8000-7650 FT) = 67.0 PSF (INTERPOLATED USING ELEV = 7650 FT) ULTIMATE WIND LOAD = 173 MPH DECK LIVE FLOOR LOAD = 40 PSF DECK SNOW LOAD = INTERPOLATED GROUND SNOW LOAD ELEVATION = 7650 FT, 67.0 PSF SOIL BEARING CAPACITY = 3,500 PSF DECOMPOSED AND FRACTURED GRANITE BEDROCK ALL CONSTRUCTION TO CONFORM TO TOWN OF ESTES PARK STANDARDS AND CURRENT INTERNATIONAL RESIDENTIAL CODE AND ALL OTHER APPLICABLE CODES. 2"X6" PRESSURE TREATED SILL PLATE 1/2"x10" ANCHOR BOLT. 2x6 FRAMING (TYP) SUBFLOOR 9-1/2" RFPI 40, I-JOIST @16" O.C. (2) #4 REBAR CONT. #4 REBAR @ 16" O.C. HORZ. #4 REBAR @ 48" O.C. VERT. DRAIN TILE #4 REBAR @ 16" O.C. HORZ. #4 REBAR @ 48" O.C. VERT. 2"X6" PRESSURE TREATED SILL PLATE 1/2"x10" J BOLTS @ 48" O.C. DRAIN TILE 6x6 POST (TYP)AB66 POST BASE W/ 1 2"x10" J BOLT (2)#4 REBAR EACHWAY FINISHED GRADE 8"Ø COLUMN (TYP) UNDISTURBED SOIL PVB6 POST BASE W/ 1 2"x10" J BOLT (2) LEDGER LOKS (TYP) 2X8 DECK JOIST @16" OC 2X6 DECKING 4" Ø TOP & BOTTOM RAIL 2" Ø+/- LOG BALUSTERS < 4" O.C. MAX SPACING (TYP)36 " M I N . SIMPSON LUS HANGER (EACH END) 2X8 & 2X10 RIM JOIST FINISHED GRADE 8"Ø COLUMN (TYP)4" Ø TOP & BOTTOM RAIL 2" Ø+/- LOG BALUSTERS < 4" O.C. MAX SPACING (TYP) 36 " M I N . 2X8 & 2X10 RIM JOIST 2X6 KNEE BRACE (CENTER COLUMN NORTH DECK ONLY) (2) 1 2" THROUGH BOLTS (TOP & BOTTOM) < 4" SPACE 3' MIN H'H 10' 14'-11" 6'-7" 12'-6" 2015 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 954-007 ESTES PARK, CO 80517 130-1/2 WONDERVIEW AVENUE Michael Todd, P.E. 2021.11.0 3 10:51:08 -06'00' OPEN HOLE INSPECTION REQURED FOR DEPTH AND SIZE REVIEWED BY SAFEBUILT 11/10/2021 1- ALL DECK JOISTS TO BE #2 HEM-FIR @ 16" O.C. UNLESS OTHERWISE SPECIFIED 2- ATTACH RIM JOIST TO EXISTING BUILDING WITH 2 ROWS LEDGER LOK @ 16" OC 3- ALL STRUCTURAL BACKFILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. 4- ALL CONCRETE DESIGN IS BASED UPON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14). 5-CONCRETE SPECIFICATIONS: Fc = 3,500 psi @ 28 DAYS WITH 6% AIR (Ø 1.5%) 6- ALL WOOD TO BE #2 HEM-FIR OR BETTER UNLESS OTHERWISE STATED. 7- ALL PIERS TO BE 12" Ø UNLESS SPECIFIED OTHERWISE. 8- ALL ENGINEERED LUMBER TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. 9- ALL SIMPSON CONNECTIONS (OR APPROVED EQUIVALENT) TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. 10- ITEMS MARKED AS (EXISTING) WERE PREVIOUSLY CONSTRUCTED. 11- ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO FLOOR JOIST / ROOF RAFTERS WITHIN THE SPAN OF HE HEADER AND (2) JACKS STUDS. GROUND SNOW LOAD = 70 PSF - (10 PSF/1000 FT) * (8000-7650 FT) = 67.0 PSF (INTERPOLATED USING ELEV = 7650 FT) ULTIMATE WIND LOAD = 173 MPH DECK LIVE FLOOR LOAD = 40 PSF DECK SNOW LOAD = INTERPOLATED GROUND SNOW LOAD ELEVATION = 7650 FT, 67.0 PSF SOIL BEARING CAPACITY = 3,500 PSF DECOMPOSED AND FRACTURED GRANITE BEDROCK ALL CONSTRUCTION TO CONFORM TO TOWN OF ESTES PARK STANDARDS AND CURRENT INTERNATIONAL RESIDENTIAL CODE AND ALL OTHER APPLICABLE CODES. SCALE 1/2"=1' LESS THAN 6" DIA. 2"x6" 1X COMPOSITE DECKING TREAD OPEN RISER LESS THAN 4" 10" MIN RUN FROM NOSE TO NOSE 1" TOE 7-3/4" MAX. RISE 4" CONCRETE LANDING (4) 2X12 STRINGERS 22'4' SIMPSON DTT2Z & HDU2-SDS2.5 CONNECTION DETAIL 1 & 4 SHEATHING TO FULLY OVERLAP RIM JOIST EXPOSED EARTH TO BE COVERED WITH 6 MIL VAPOR BARRIER PER INSTALL A CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A MINIMUM CAPACITY OF 17 CUBIC FEET PER MINUTE. INSTALL FLOOR GRILL (4"X10") FOR AIR PATHWAY FROM COMMON AREA (MAIN FLOOR). PERIMETER WALLS TO BE INSULATED WITH R19 INSULATION FROM FLOOR TO FINISHED GRADE LEVEL AND 24" HORIZONTAL PER N1102.2.11 2015 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 954-007 ESTES PARK, CO 80517 130-1/2 WONDERVIEW AVENUE Michael Todd, P.E. 2021.11.0 3 10:51:29 -06'00' CRAWL SPACE CEILING TO BE PROTECTED WITH 1/2 TYPE X DRYWALL PER 302.13 STAIRS MAX RISER 7 3/4" MIN TREAD 10" MAX VARIANCE 3/8" HANDRAIL 34" TO 38" USE PRESSURE TREATED MATERIAL REVIEWED BY SAFEBUILT 11/10/2021 2015 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 954-007 ESTES PARK, CO 80517 130-1/2 WONDERVIEW AVENUE REVIEWED BY SAFEBUILT 11/10/2021 PRESSURE TEST REQUIRED FOR DWV AND WATER