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HomeMy WebLinkAboutLA206270 - 18333 Glacier Way Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 09/12/2022dmathews UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. WALL SECTION AT WINDOW WELL 2 S1 8'-4" MAX.SLOPE GRADE AWAY FROM FOUNDATION GRANULAR MATERIAL(SAND)3'-6" MAX.SLAB-ON-GRADE WALL BEYOND 8" MIN C.I.P.CONCRETE WALL 20" x 8" CONCRETE STRIP FOOTING UNDER HOUSEFOUNDATION WALLS PROVIDE 2" RIGID INSULATIONAT BASE OF WELL & UP SIDE & REAR WALLS BELOW GRADE (2) #4 x 3'-0" BARS BELOW SLEEVE IN SIDE WALL FOOTINGS PLACE (2) #4 VERTICALBARS FULL HEIGHT WITHIN 12" OFOPENING EACH END PROVIDE SLEEVE FOR 4" DRAIN TILE PASS THROUGH IN SIDE WALL FOOTINGS #4 HORIZ. BARS @ TOPAND BOTTOM OF WALL #4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 24" O.C. DOWELS MUST BE WET SET OR DRILLEDAND EPOXY GROUTED 8" C.I.P. CONCRETE WALL 3'-4"3"#4 HORIZ. BARS @ 24" O.C. VERTICAL BAR OPTIONS: #4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C. #4 BARS @ END & BEND OF HOOK 5'-0" HOOK OPTIONS: #5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C. 8" THICK C.I.P. CONCRETE FOOTING 1'-6"3'-6"2" TO VERT. BARS & HOOKS LINE OF GRANULAR BACKFILL REQUIREMENTS 1 2 100% GRANULAR OR GRAVEL BACKFILL w/ 6" CLAY CAP 10" PLACE ONE ANCHOR BOLTWITHIN 12" OF OPENING EACH END BWPs Above Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP PFH PFH 4' WSP 4' WSP 4' WSP 4' WSP CS-PF CS-PF CS-PF CS-PF -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 8' LIB 8' LIB 8' LIB 8' LIB COPYRIGHT HANSON GROUP, LLC 2021©DescriptionDateRevisionProject Number:Date:S11Sheets: of13407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Brandl Anderson Homes221 River Ridge Circle S, Suite 100Burnsville, MN 55337Single Family Residence7094 183rd St WLakeville, MNSeptember 28, 20211.519Print Name:Signed: License Number:9-28-21Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota. WALL SECTION AT WINDOW WELL2S12 S1 Garrett Brunell526008'-4" MAX.SLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)3'-6" MAX.SLAB-ON-GRADEWALL BEYOND8" MIN C.I.P.CONCRETE WALL20" x 8" CONCRETE STRIPFOOTING UNDER HOUSEFOUNDATION WALLSPROVIDE 2" RIGID INSULATIONAT BASE OF WELL & UP SIDE &REAR WALLS BELOW GRADE(2) #4 x 3'-0" BARS BELOWSLEEVE IN SIDE WALLFOOTINGSPLACE (2) #4 VERTICALBARS FULL HEIGHTWITHIN 12" OFOPENING EACH ENDPROVIDE SLEEVE FOR 4"DRAIN TILE PASS THROUGH INSIDE WALL FOOTINGS#4 HORIZ. BARS @ TOPAND BOTTOM OF WALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED8" C.I.P. CONCRETE WALL3'-4"3"#4 HORIZ. BARS @24" O.C.VERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.8" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERT. BARS & HOOKSLINE OFGRANULARBACKFILLREQUIREMENTS12100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAP10"PLACE ONE ANCHOR BOLTWITHIN 12" OF OPENINGEACH ENDPROJECT SCOPEDESIGN AND DETAIL OF A LONG WINDOW WELL FOUNDATION FOR A SINGLE FAMILYRESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS,STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPAREDBY BRANDL ANDERSON HOMES CORPORATION LAST DATED 9-2-21 FOR ALL OTHERINFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THEPROJECT SCOPE ABOVE. DESIGN OF THE REMAINING HOME, INCLUDING ALL FRAMING,MAIN WINDFORCE LOADING (BRACED WALL LAYOUT) BEAMS/HEADERS, COLUMNS, ETC. ISBY OTHERS. A SITE VISIT WAS NOT CONDUCTED OR REQUESTED.3.ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS ANDMETHODS OF CONSTRUCTION ARE NOT INCLUDED UNDER THE SCOPE OF THISDOCUMENT. PROPERTY BOUNDARIES, RETAINING WALLS, GRADING, EXCAVATION,OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS BYOTHERS.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48"MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS ANDINTERSECTIONS.6.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS ANANCHOR WITHIN 12" OF EACH END.7.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TOWORK. NOTIFY THE HANSON GROUP IF ANY DISCREPANCIES ARISE.8.REVIEW OF PAD FOOTING REQUIREMENTS AT CONCENTRATED LOAD LOCATIONS IS BYOTHERS.9.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.10.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTEDBY WOOD FLOOR SYSTEM AT TOP AND SLAB AT BOTTOM OR ADEQUATE TEMPORARYBRACING.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER ANDVAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III)geq = 60 PSF/FT (ACTIVE)BACKFILL SOIL:SAND (GROUP I AS NOTED IN SECTIONS):geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2000 PSF (ASSUMED)WOOD:SYP #2 OR BETTER AT TREATED SILLLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEREMAINING HOUSE FOUNDATIONSTO BE IN ACCORDANCE w/APPLICABLE BUILDING CODES ORALTERNATIVE ENGINEERING, TYP.PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN Date Certificate Post x Passive (No Fan ) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here x R-15 x x R-20 x x R-20 x x 19+5 x x R-49 x R-49 x R-38 x R-38+5 x x Not applicable, all ducts located in conditioned space X x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 66,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive x Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " Flex " metal duct Balanced Ventilation capacity in cfms: Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 82 High: Energy Recover Ventilator (ERV) Capacity in cfms: High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat R-5 where required R10 Rigid Exterior, R10 Int closed cell R10 Rigid Exterior, R10 Int closed cell R5 Exterior, R19 Batts New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City Lakeville18333 Glacier Way Name of Residential Contractor MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms: 192 MN License Number Brandl Anderson Homes BC604388 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateAttic Residential Load Calculation Heating Loss Heating Gain Cooling Load 48126 18362 24,040 13 Location of duct or system: Rating or Size 50 Output in Tons:2.5 Efficiency SEER /EER Natural Gas Natural Gas Electric 13ACXN030 Fuel Type Manufacturer Lennox Lennox Model ML193UH070XE Average U-Factor (excludes skylights and one door ) U: 0.30 Solar Heat Gain Coefficient (SHGC): 0.30 R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 1984 .66 .66 .34 .34 4053 2.4 43 NR 3535 530 530 240 375 375 180 90