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Home My WebLink AboutFile Documents.754 Moore Dr.0034.2018 (19).ARBKThe City of Aspen These plans must be kept at the building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. Field Plan Set Must Be Printed In Color SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, OR FIRE SPRINKLER WORK 0034.2018.ARBK 12 Five Trees LLC 754 Moore Dr 2735 1411 1112 External Energy Use Approved RREMP CREMP PERMIT #:_______________DATE:________ SNOWMELT:_____________________________ POOL: _____________________________ SPA: _____________________________ OFFSET:________________________________ REMP SHEET: __________________________ REVIEWED BY: _________________________ SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ’S. All snowmelt systems shall meet the following: -Any portions in the Right of Way must be on a separate zone. A ROW permit and Permanent Encroachment License are required. -R10 insulation shall be installed under the area to be snow melted or R5 insulation shall be installed under and at the slab edges. (Ordinance 11 Series 2011) -Automatic controls installed for system shut off when pavement temperature is above 50°F and no precipitation is falling. (2009 IECC Sec. 403.8 & 503.2.4.5) -Automatic or manual controls installed for system shut off when outdoor temperature is above 40°F. (2009 IECC Sec. 403.8 & 503.2.4.5) -Inspection by testing hydrostatically at 1½ times max system design pressure, but not less than 100psi, for 15minutes. (2009 IMC Sec. 1208.1) x 0034.2018.ARBK 4/13/18 4628 501 67.5 A1.1 N/A NT Reviewed by Engineering 10/29/2018 7:42:00 AM "It should be known that this review shall not relieve the applicant of their responsibility to comply with the requirements of the City of Aspen. The review and approval by the City is offered only to assist the applicant's understanding of the applicable Engineering requirements." The issuance of a permit based on construction documents and other data shall not prevent the City of Aspen from requiring the correction of errors in the construction documents and other data. FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION REQUIRED: -Structural steel welding: Field & Shop -High strength bolting -Epoxy anchors -Permanent micropiles Special inspection is required per 2015 IBC section 1704. Inspector to verify that copy of agreement for inspection program to be on the job site prior to performing any inspections. A copy of all Special Inspector field reports to be on the job site for inspectors' review if requested. Failure to comply may result in denial of inspection. ASPEN LINE GRADE VERIFICATION FORMASPEN LINE GRADE VERIFICATION FORM Webpage: http://www.aspenpitkin.com/pdfs/depts/41/linegradeverificationform.pdf Rev. 04-08 Verification of Building Location by Building Contractor For Building and Permit Information, please refer to our website at: http://www.aspenpitkin.com/depts/41/ Exemption A City verification of building location is not needed when the project creates less the 200 square feet of new floor area. PART A: Complete and Submit as part of the Building Permit Application o Building / Job Address or Location: _____________________________________________ o Your Name (Person Completing Part A): ____________________________________________ o Your Company: ________________________________________________________________ o Plans must show horizontal dimensions that ‘tie’ the building to the property boundary. Are building ties shown? (circle one) ‘Yes’ ‘No’ o An elevation benchmark needs to be established on the site by a licensed surveyor and shown on the plans. What is the elevation of this benchmark? _________________________________ o If the garage is located within 10 feet of the roadway or sidewalk, provide spot elevation on the on the roadway or sidewalk. Is a spot elevation shown? ‘Yes’ ‘No’ ‘N/A’ o Provide the equation comparing site (surveyed) elevation to structure/ architectural plan elevation: (i.e., 100’ first floor elev = 7962.50’) _______________________________ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PART B: Complete prior to first Foundation Inspection, by a licensed surveyor or an individual prequalified by the City o Do field measured building ties to property match building ties shown on the plan? (circle one): ‘Yes’ ‘No’ o Surveyor needs to confirm that one spot on the top of the foundation wall is at the same elevation shown on the approved building plans. o What is the field measured elevation of top of foundation wall relative to the site bench mark? ____________ o According to the building plans, what was the design elevation for the same place on the foundation wall? ______________________________ o Was the elevation of the building adjusted in field? (circle one): ‘Yes’ ‘No’ o If yes, why? ________________________________________________ The undersigned qualified individual certifies that the information in Part B is accurate - Signature: Date: _ Printed Name: Contact ph. # : ____________________ Company: ______________________________________________________________ 754 Moore Drive Sara Upton Rowland + Broughton 100' first floor elev = 8,261' 8,285.65' 09/18/2018 01/22/2019 01/22 / 2 0 1 9 nickt SMOKE ALARMS AND CARBON MONOXIDE DETECTORS REQUIRED THROUGHOUT DWELLING UNIT PER CITY OF ASPEN MUNICIPAL CODE 8.15 Code Editions Fire Sprinkler System Type Of Construction Fire Alarms Installed Required Special Inspections Energy Code Compliance Exterior Energy Use Total Approved On-Site Snowmelt________ Spa_______ Pool _________ Building Type/Occupancy Group COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DESCRIPTION FORM - IRC & IBC CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611 BUILDING CODE INFORMATION 2015 IRC Existing?NFPA 13 NFPA 13 R High-Strength Bolting Epoxy Anchors Structual Steel Welding Permanent Micropiles Other _____________ Prescriptive Table UNIT DESCRIPTION AS PROPOSED # Stories Above Grade ______ # Stories Below Grade _______ Parking Spaces ______ Parking Spaces ______ Parking Spaces ______ # Bedrooms ______ # Full Baths ______ Deck Area ______ # 3/4 Baths ______ # 1/2 Baths ______ # Kitchens ______ # Wood Fireplaces ______ # Gas Appliances ______ # Gas Logs______ NFPA 13 D RESCheck UA Alternative Yes No One Family Two Family Townhouse Reviewed By: _____________________Date:__________ BUILDING ROOMS AND USES BY LEVEL AS PROPOSED (Include Mechanical & Storage) Basement ___________________________________________________________________________________ ___________________________________________________________________________________________ Main Level __________________________________________________________________________________ ____________________________________________________________________________________________ 2nd Floor ___________________________________________________________________________________ __________________________________________________________________________________________ 3rd Floor ___________________________________________________________________________________ ___________________________________________________________________________________________ Additional ___________________________________________________________________________________ ___________________________________________________________________________________________ Attached Garage Detached Garage Carport Is there an ADU? # Living Rooms_____# Kitchens _____# Full Baths _____# 3/4 Baths _____# 1/2 Baths _____# Bedrooms _____ # Other Rooms (List)____________ ADU BUILDING DESCRIPTION YesNo PERMIT NUMBER: _______________________________ (As Adopted and Amended) Other (Please Explain) _________________ _________________ VA VB IV IIIA IIIB IIA IIB IA IB Sprayed Fire-Resistants COMCheck UA Alternative (Existing + New) A__BB (A <50)F__H__I __ E R__S__UM IRC IBC 2015 IBC (As Adopted and Amended) YesNo Required?YesNo Type January 2018 2015 IEBC (As Adopted and Amended) Other _____________ Gross Area of Building: __________ Gross Area of Unit: __________ Occupant Load: ___________ n n n n n n n n 4,628 67.5 501 n 1196611966 n 2 1 2 5 5 77.5 2 3 1 0 2 0 Mechanical, electrical, A/V, gym, media, laundry, storage, wet bar, office, wine and massage Bedroom, bathroom, powder room, living, dining, kitchen, pantry, family and mud room Bedrooms, bunk room, bathrooms, laundry, and offices NT 1/22/19 n 2/27/2018 The following criteria must also be met with construction: Ø A construction fence must be erected along the entire dripline of all trees on site and any tree canopy from neighboring property. This will serve as the tree protection zone (TPZ). This fence is to be constructed in such a manner that the area inside the dripline is protected. AN INSPECTION OF THIS FENCE MUST BE PERFORMED BEFORE ANY CONSTRUCTION OR DEMOLITION ACTIVITIES BEGIN. PLEASE ARRANGE THIS INSPECTION WITH BEN CARLSEN AT 429-2034. Ø No materials may be stored in the TPZ, including but not limited to, construction backfill, construction traffic, or any other construction materials. Ø No excavation, grading or trenching may occur within the TPZ without the consent of the City of Aspen Forester or his designee. Ø No parking of vehicles or equipment may occur in the TPZ. Ø No dumping of any waste products may occur in the TPZ. Ø Any roots cut during excavation shall be pruned with sharp loppers/pruners back to the soil line. The roots will further be protected by burlap draped over the side of the excavation covering the exposed roots. This burlap shall be kept moist until the excavation is backfilled. Ø Pruning to provide clearance for construction activities shall only be done under the direction of an arborist. Ø Site inspections shall be performed on a weekly basis, to ensure the above listed conditions are met. Ø Any unapproved improvements or activities outside of those approved within this permit will be subject to mitigation in the form of restoration. Ø This permit must be posted on site during the construction process.City of Aspen - Tree Protection Zone Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. 4'- 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel postsor approved equal. Tree Protection fence: High densitypolyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 5" thicklayer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW KEEP OUT TREE PROTECTIONAREA 8.5" x 11" sign laminated inplastic spaced every 50' along the fence. URBAN TREE FOUNDATION OPEN SOURCE FREE TO USETPZ-1 City of Aspen - Tree Planting Specifications Trunk caliper shall meet ANSI Z60 current edition for root ball size. Modified soil. Depth varies. (See soil preparation plan). Finished grade. Bottom of root ball rests on existing or recompacted soil. Central leader. (See crown observations detail). SECTION VIEW Remove 1/3 of burlap and basket wire. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Top of root ball shall be flush with finished grade. Prior to mulching, lightly tamp soil around the root ball in 6" lifts tobrace tree. Do not over compact. When the planting hole has been backfilled, pour water around theroot ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. Existing soil. TP-1 s >5 1/ iT\ 1//0/1>/1'/1';;; /1'/1 \ */ ’ \ */ \ */ \ */ \ */ \"-'i .-..t ■ 1 'i.i-i 1 i- -i-- V » I.v '/ O'/' \ '/ ' '/ O'/' O/^ i'l —I r i'l [v- I yqTTE3TTr=rrfSSvSOI ItFFt Tr TT ALJ The City of Aspen Tree protection fencing isrequired at the driplines ofall trees shown. There is NO activity allowedwithin this fenced area, including, but not limited to: digging, storageof material, equipment,machinery, foot or vehicle traffic. Please contact the City Forester or his designee at 920-5120 for aninspection of this fencing Prior toany activity. If the need arises to perform any activity in the tree protectionarea, please contact the CityForester and you will be given specific instructions as to how toproceed to minimize impacts tothe tree root zone. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT APPLICATION CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611 PROPERTY INFORMATION ___________________________________ _________ ___________________________ ______________ ______________ ________________________________________ _________________________ _______________ __________________________________ ________________________ _______________ __________________________________ CommericalMulti-FamilySingle Family Use of Building Class of WorkNewAdditionAlterationRepair ________ YesNo Will there be any roof/wall penetrations? NOTICE: This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. __________________ _________________ __________________ ____________________ ________________ _________________ __________ ______________ PROJECTVALUATION SQ FT OF WORK AREA UNIT SQ FT DISTURBEDEXTERIOR AREA SQ FT OF ROOMS WITH UTILITY WORK LOT SIZE(SQ FT) PROJECT DETAILS Mixed-Use IFFRTenant FinishDemolitionChange Order ________ ADDRESS UNIT #PARCEL ID # BLOCK TRACT OR SUBDIVISIONLOT DESCRIPTION OF WORK IN DETAIL FOR CITY USE ONLY Plan Check Permit Fee Parks Impact Engineering Zoning (50%)School Ded. Zoning (50%)CMP (50%)TDM Impact Energy Code REMP Ped. Amenity CMP (50%)Plan Check (Hourly)Housing Cash in Lieu Parks Review Zoning (Hourly)Stormwater Utility Review Engineering (Hourly)City Use Tax GIS County Use Tax SUBMITTAL FEES ISSUANCE FEES _________Lot Area _________Deed Restricted _________Census Code _________# of Dwellings _________Plans Location APPROVALS ISSUANCE FEES BEST CONTACTNAME CELL EMAIL OWNER NAME CELL EMAIL ____Toilets, Bidets ____Bathtub____Lavatory (Wash Basin)____Shower____Kitchen Sink (+Disposal)____Dishwasher____Laundry Bar, Utility Sink____Clothes Washer ____Floor Sink____Floor Drain____Water Heater (Pan Req)____# Gas Outlets____Water Treatment____Other_________ Fixture Counts ____Forced Air/Gravity Systems____Wall, Suspended, or Unit Heaters____Gas Log ____Gas Appliancew____Appliance Vents____Heat, Refrig, Cooling, or Absorption Unit____Boilers (includes vent) ____Air Handling Unit ____Cooling Systems____Ventilation Fans____Range Hood____# of Gas System Outlets____Snowmelt System Sq Ft_________ Equipment Checklist PC Zoning HPC Building Fire Engineering CMP Water Stormwater Sanitation Env. Health Parks Landscape Efficiency Approved To Issue Issuance Date ApprovedReviewingDepartment Re-viewerSign-Off NEW SQ FT Project Valuation: Cost of project as defined in Valuation Affadavit.Sq Ft of Work Area: Total square footage of area undergoing change or reconfiguration.Unit Sq Ft: Gross Square Footage, not FAR, of permitted unit.Lot Size: Total surveyed square footage of property.Disturbed Exterior Area: Square footage of lot affected by permit application.New Sq Ft: Total added square footage for additions to net livable or net leasble space.Sq Ft of Rooms with Utility Work: Total square footage, not FAR, of all rooms with plumbing work. DO YOU LIKE DOGS? December 2017 DATE:___________ MASTER PERMIT:______________________ PERMIT NUMBER:__________________________ __________________________________________________________________________________ __________________________________________________________________________________ ZONE DISTRICT NeedsReview DE F I N I T I O N S 2/27/18 0034.2018.ARBK 754 Moore Drive 273514111112 12 G Moore Family PUD 12 Five Trees LLC 970-429-8722 (direct)supton@rowlandbroughton.com Sara Upton 312-236-3000 ssandler@gouldratner.com Construction of a new single family residence $12,480,090 10 21,700 SF 11953 36,329 SF n 21,700 SF 10,551 SF 3,804 SF n n 21563523 6 3 R-30 4602 JB 2/27/18 81364.04 x 125175.45 x JP 1/22/18 0 11210.44 x NT 1/22/19 11210.44 8192.50 x NT 1/22/19 x jf 10/29/17 18776.32 244,709.28 x x 8192.50 x ar 3/14/18 651 x pm 1/3/17 9163.25 129990.95 x 500 31200.23 x 3 2 366121 101 2/27/2018 sw 9/18 RM 1/25/19 Dr 1/25/19 DAM 1/31/19 The City of Aspen These plans must be kept at the building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. Field Plan Set Must Be Printed In Color SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, OR FIRE SPRINKLER WORK REScheck Software Version 4.6.4 Compliance Certificate Project LOT 12 Energy Code:2015 IECC Location:Aspen, Colorado Construction Type:Single-family Project Type:New Construction Orientation:Bldg. faces 315 deg. from North Conditioned Floor Area:11,236 ft2 Glazing Area 21% Climate Zone:7 (9922 HDD) Permit Date: Construction Site: 754 Moore Drive Aspen, CO 81611 Owner/Agent: Five Trees LLC 222 North Lasalle St. Suite 800 Chicago, IL 60601 Designer/Contractor: Rowland+Broughton 234 East Hopkins St. Aspen, CO 81611 970.544.9006 Permit Number: Compliance: Passes using UA trade-off 2.7% Better Than Code Maximum UA:1482 Your UA:1442 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: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Ceiling (R-3/R-4) - Over Gym: Flat Ceiling or Scissor Truss 669 39.0 13.0 0.021 14 Ceiling (R-3) - Over MEP/Pool Crawl Space: Flat Ceiling or Scissor Truss 493 39.0 13.0 0.021 10 Ceiling (R-1a/R-1b) - Green Roof: Flat Ceiling or Scissor Truss 1,482 39.0 15.0 0.020 30 Skylight Over Kitchen: Metal Frame:Double Pane with Low-E 216 0.550 119 Ceiling (F-8) - Upper Deck (Bed 2): Flat Ceiling or Scissor Truss 118 39.0 11.0 0.022 3 Ceiling (F-8 SIM.) - Over Garage: Flat Ceiling or Scissor Truss 29 39.0 10.0 0.023 1 Floor (F-5) - Upper Level Overhang: All-Wood Joist/Truss:Over Outside Air 32 56.0 0.0 0.019 1 Ceiling (R-5 SIM.) - Roof w/ Flat Ceiling: Flat Ceiling or Scissor Truss 1,994 40.0 10.0 0.022 44 Ceiling (R-5) - Roof w/ Vaulted Ceiling: Cathedral Ceiling 988 40.0 10.0 0.020 20 Floor (F-1/F4b) - Main Level SOG: Slab-On-Grade:Heated Insulation depth: 2.0' 150 10.0 0.767 115 Wall (W-7/W-8) - East Facade: Wood Frame, 16" o.c. Orientation: Right side 1,523 16.0 10.0 0.039 42 Window - East Facade: Wood Frame:Double Pane with Low-E Orientation: Right side 233 0.359 84 Door (Lift-Slide) - East Facade: Glass Orientation: Right side 207 0.350 72 Wall (W-5) - East (Egress Well): Solid Concrete or Masonry:Exterior Insulation Orientation: Right side 58 19.0 10.0 0.037 2 Project Title: LOT 12 Data filename: C:\Users\jborkovec\Documents\REScheck\LOT 12\LOT 12 - UA Compliance_v4.2.6 - 2.1(Continuous, 0.3589, 0.55, high cavity, no Bsmnt flr.).rck Page 1 of11 12/14/18Report date: 1/2/2019 01/22/2019 nickt Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Window - Egress Well - East Facade: Wood Frame:Double Pane with Low-E Orientation: Unspecified 9 0.359 3 Wall (W-8) - East (Courtyard): Wood Frame, 16" o.c. Orientation: Right side 165 16.0 10.0 0.039 6 Wall (W-7/W-8) - North Facade: Wood Frame, 16" o.c. Orientation: Front 1,895 16.0 10.0 0.039 45 Windows - North Facade: Wood Frame:Double Pane with Low-E Orientation: Front 275 0.359 99 Doors (Deck 2): Glass Orientation: Front 23 0.359 8 Door (Lift-Slide) - North Facade: Glass Orientation: Unspecified 262 0.350 92 Garage Door: Solid Orientation: Front 176 0.143 25 Wall (W-7) - North (Courtyard): Wood Frame, 16" o.c. Orientation: Front 380 16.0 10.0 0.039 7 Windows - North (Courtyard): Wood Frame:Double Pane with Low-E Orientation: Front 177 0.359 64 Door (Mud Entry): Glass Orientation: Front 23 0.359 8 Wall (W-9) - South (Area-Way w/ Out Rigid): Wood Frame, 16" o.c. Orientation: Back 703 26.0 0.0 0.052 37 Wall (W-13) - South (CMU @ Kitchen): Solid Concrete or Masonry:Interior Insulation Orientation: Back 292 26.0 0.0 0.056 16 Wall (W-7/W-8) - South (w/ Rigid): Wood Frame, 16" o.c. Orientation: Back 1,269 16.0 10.0 0.039 44 Windows - South Facade: Wood Frame:Double Pane with Low-E Orientation: Back 116 0.359 42 Door (Vestibule): Glass Orientation: Back 26 0.359 9 Wall (W-5) - South (Egress Well): Solid Concrete or Masonry:Exterior Insulation Orientation: Back 71 19.0 10.0 0.037 2 Window - Egress Well - South Facade: Wood Frame:Double Pane with Low-E Orientation: Unspecified 9 0.359 3 Wall (W-9) - East (Area-Way w/ out Rigid): Wood Frame, 16" o.c. Orientation: Right side 33 26.0 0.0 0.052 2 Wall (W-8) - East (Area-Way w/ Rigid): Wood Frame, 16" o.c. Orientation: Right side 35 16.0 10.0 0.039 1 Wall (W-13) - West (CMU @ Kitchen): Solid Concrete or Masonry:Interior Insulation Orientation: Left side 46 26.0 0.0 0.056 3 Wall (W-9) - West (Area-Way w/ out Rigid): Wood Frame, 16" o.c. Orientation: Left side 33 26.0 0.0 0.052 2 Wall (W-8) - West (Area-Way w/ Rigid): Wood Frame, 16" o.c. Orientation: Left side 33 16.0 10.0 0.039 1 Wall (W-7/W-8/W-9b) - West Facade: Wood Frame, 16" o.c. Orientation: Left side 559 16.0 10.0 0.039 19 Windows - West Facade: Wood Frame:Double Pane with Low-E Orientation: Left side 28 0.359 10 Door (Trash/Garage): Solid Orientation: Left side 44 0.143 6 Wall (W-7/W-8) - West (Courtyard): Wood Frame, 16" o.c. Orientation: Left side 1,062 16.0 10.0 0.039 27 Windows - West Courtyard: Wood Frame:Double Pane with Low-E Orientation: Left side 338 0.359 121 Door - Main Entry: Solid Orientation: Left side 38 0.143 5 Project Title: LOT 12 Data filename: C:\Users\jborkovec\Documents\REScheck\LOT 12\LOT 12 - UA Compliance_v4.2.6 - 2.1(Continuous, 0.3589, 0.55, high cavity, no Bsmnt flr.).rck Page 2 of11 12/14/18Report date: 1/2/2019 Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Basement Wall (W-2) - East (Dwelling): Solid Concrete or Masonry Orientation: Right side Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' 206 19.0 10.0 0.027 6 Basement Wall (W-1) - East (Crawl Space): Solid Concrete or Masonry Orientation: Right side Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' 438 0.0 10.0 0.048 21 Basement Wall (W-2) - North (Gym): Solid Concrete or Masonry Orientation: Front Wall height: 12.0' Depth below grade: 7.5' Insulation depth: 12.0' 221 19.0 10.0 0.032 7 Basement Wall (W-1) - North (Crawl Space): Solid Concrete or Masonry Orientation: Front Wall height: 12.0' Depth below grade: 6.0' Insulation depth: 12.0' 1,087 0.0 10.0 0.073 79 Basement Wall (W-2) - South: Solid Concrete or Masonry Orientation: Back Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' 1,228 19.0 10.0 0.027 33 Basement Wall (W-2) - West (w/ Rigid & Batt): Solid Concrete or Masonry Orientation: Left side Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' 442 19.0 10.0 0.027 12 Basement Wall (W-1) - West (Crawl Space, Below Grade): Solid Concrete or Masonry Orientation: Left side Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' 82 0.0 10.0 0.048 4 Basement Wall (W-1) - West (Crawl Space, Exposed): Solid Concrete or Masonry Orientation: Left side Wall height: 12.0' Depth below grade: 7.0' Insulation depth: 12.0' 227 0.0 10.0 0.069 16 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 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: LOT 12 Data filename: C:\Users\jborkovec\Documents\REScheck\LOT 12\LOT 12 - UA Compliance_v4.2.6 - 2.1(Continuous, 0.3589, 0.55, high cavity, no Bsmnt flr.).rck Page 3 of11 12/14/18Report date: 1/2/2019 SPECIAL INSPECTION AND TESTING AGREEMENT To permit applicants of project requiring special inspection and\or testing per Section 1704 of the International Building Code (IBC). Project Address: __________________________________ Permit Number:______________________ BEFORE A PERMIT CAN BE ISSUED: The owner, or the engineer or architect of record, acting as the owner’s agent, shall complete two copies of this agreement and the attached Special-inspection and Testing Schedule, including the required acknowledgments. A pre-construction conference with the parties involved may be required to review the special-inspection requirements and procedures. APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have no financial interest in the projects for which they provide special inspections. Special inspectors shall be approved by the building department prior to performing any duties. Special inspectors shall submit their qualifications and are subject to personal interviews for pre-qualification. Special inspectors shall display approved identification, as stipulated by the building official, when performing the function of special inspector. Special inspection and testing shall meet the minimum requirements of the International Building Code Section 1704. The following conditions are also applicable: A. Duties and Responsibilities of the Special Inspector 1. Signify presence at job site. Special inspectors should notify contractor personnel of their presence and responsibilities at the job site. If required by the building official, they shall sign in on the appropriate form posted with the building permit. 2. Observe assigned work. The special inspector shall observe assigned work for conformance with the building department approved (stamped) design drawings, specifications, and applicable workmanship provisions of the International Building Code. Architect\engineer-reviewed shop drawings may be used only as an aid to inspection. For continuous special-inspection, the special inspector shall be on site at all times observing the work requiring special inspection. Periodic inspections, if any, must have prior approval based on a separate written plan reviewed and approved by the building department and the engineer or architect of record. 3. Report nonconforming items. The special inspector shall bring nonconforming items to the immediate attention of the contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector shall immediately notify the building department by telephone or in person, notify the engineer or architect, and post a discrepancy notice. 4. Provide timely reports. The special inspector shall complete written inspection reports for each inspection visit and provide the reports on a timely basis determined by the building official. The special inspector or inspection agency shall furnish these reports directly to the building official, engineer or architect of record, and others as designated. [IBC Sec. 1704.1.2] These reports should be organized on a daily format and may be submitted weekly at the option of the building official. These reports should include: a. Description of daily inspections and tests made with applicable locations, b. Listing of nonconforming items, c. Report on how nonconforming items were resolved or unresolved as applicable, d. Itemized changes authorized by the architect, engineer, and building official if not included in nonconforming items. 1 2/27/2018 Project Address: ~~ f I~rC~Cif~ ~r ~~~Permit Number;0034.2018.ARBK 5. Provide Final Inspection Report. The special inspector shall submit a written final report documenting required special inspections and correction of any discrepancies noted in the inspections prior to the final building inspection. B. Owner Responsibilities. The project owner, the engineer or architect or record, or an agent of the owner is responsible for employing special-inspection services. The special inspector\agency shall not be in the employ of the contractor, subcontractor or material supplier. [IBC Sec 1704.1] In case of an owner\contractor, the special inspector\agency shall be employed as specified by the building official. C. Engineer or Architect of Record Responsibilities 1. Prepare special inspection program. The engineer or architect of record shall list the items for which special inspection is required; and shall indicate any items for which the IBC or the building official approves periodic inspection and the frequency of such inspections. 2. Respond to field discrepancies. The engineer or architect of record shall respond to uncorrected field discrepancies in design, material, or workmanship observed by the special inspector. 3. Review shop drawings and submit design changes. The engineer or architect of record shall acknowledge and review for conformance with the construction drawings those shop drawings that may detail structural information, shall submit to the building official and to the special-inspection agency written documentation of any verbally authorized deviations from the approved construction documents, and shall submit revised documents for building official approval as required. D. Contractor Responsibilities 1. Notify the special inspector. The contractor is responsible for notifying the special inspector or agency regarding individual inspections for items listed on the attached schedule and as noted on the building department approved plans. Adequate notice shall be provided so the special inspector has time to become familiar with the project. 2. Provide access to approved plans. The contractor is responsible for providing the special inspector access to approved plans. 3. Retain special inspection records. Upon request, the contractor is also responsible for retaining, at the job site, all special inspection records completed by the special inspector. E. Inspection of Fabricators 1. Fabrication of structural assemblies and members. Where fabrication of structural load-bearing members and assemblies is being performed on the premises of a fabricator’s shop, IBC Section 1704.2 shall require special inspection of the fabricated items. 2. Fabrication and implementation procedures. The special inspector shall verify that the fabricator maintains detailed fabrication and quality control procedures that provide a basis for inspection control of the workmanship and the fabricator’s ability to conform to approved construction documents and reference standards. The special inspector shall review the procedures for completeness and adequacy relative to code requirements for fabricator’s scope of work. F. Approved Fabricator Responsibilities 1. Fabrication exempt inspections. Special inspections are not required where work is done on the premise of a fabricator registered and approved to perform such work without special inspection. 2 2/27/2018 01/22 / 2 0 1 9 nickt