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HomeMy WebLinkAboutLA199079 - 5308 178th St W Permit PackCANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL 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: Plan Approval:________________________Date: _______6 : 126 : 126 : 126 : 126 : 128'-1 1/8"4'-1 1/8"24'-10 5/8"126CLG. HGT. MAIN FLOORMAIN FLOOR SUBBASEMENT T.O.S.HIGHEST RIDGE6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINESREPRESENT PATIOWALKOUT OPTIONDASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINES REPRESENT LO/WO FTGMIN 42"DASHED LINE REPRESENT LO/WO OPTIONSTEP FOUNDATION PER GRADE6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINE REPRESENT LO/WO OPTIONSTEP FOUNDATION PER GRADE6 : 126 : 126 : 126 : 126 : 12These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:5308 178th st WLakeville, MNLot 4 Block 4 Pheasant run 7thA-1Overview:-Split-Entry Single-Family Home-1426 Finished Square Feet-741 Unfinished Square Feet-3 Bedrooms 2 Full Bath-Three Stall Garage1/3/2022Elevation C 6/12 GablesStone CountsGarage 18 SFHouse Front 38.5 SFTotal Stone 56.5 SFScott Loomis 1/17/22Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/25/2022dmathews LOOKOUT FOUNDATION4636RS4636RSBasement Slab4" Concrete 2500 PSIOver 6 Mil Vapor BarrierGravel base 2500 PSIGAR800LBRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"S2S-1S2S-1S2S-1S2S-116'-11"16'-11 1/4"14'-0"16'-9 3/4"6'-0"6'-0"38'-0"16'-11"13'-2"3'-6"3'-6"17'-2"6'-6"47'-9"16'-3" X 5'-4"NOTE:FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" IN(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OHNOTE:WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTHUNEXCAVATEDCUTOUT IN FOOTINFOR PLUMBINGThese plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:5308 178th st WLakeville, MNLot 4 Block 4 Pheasant run 7thA-21/4"=1'Foundation/ Lower Level1/3/2022(1)9-1/2" LSL(2)9-1/2" LSLUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(1)9-1/2" LSL 807016070@ @ 24" O.C.ROOF TRUSSES22x30 Attic AccessS2S-1S2S-1S2S-1S2S-16'-4"6'-3"5'-1"12'-2"2'-5 3/4"6'-0"12'-0"10'10'5'-6"5'-6"17'20'11'48'17'-5"7'-0 3/4"24'-5 3/4"13'-6 1/4"6'50'6'2'-8 1/4"9'-4"2'-7"2'20'-2 3/4"14'-7 1/4"2'-6"10'-8"50'6'-6"6'-3"12'-9"5'-5"12'-7"17'-3"48'6'302 X 218GARAGE SLAB4" CONCRETE SLAB3500 PSI BASENOTE:FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)NOTE:WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:1/4"=1'DATE:5308 178th st WLakeville, MNLot 4 Block 4 Pheasant run 7thA-32nd Floor1/3/2022STAIRWAY NOTESEvery Stairway Shall have Headroom Clearance of Not Less Than 6' 8".Stair MAX Rise 7 3/4" & MIN Run of 10".Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2".Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles and StairRisers. Handrails Shall be at 34"-38" Above the nose of the tread and shall becontinuous the full length of the stairs with each end returned to the wall.Interior stairways shall be provided with a light source at each landing.CONSTRUCTION NOTES:2x6 EXTERIOR FRAMING SPACED AT 16" O.C.2x4 GARAGE FRAMING SPACED AT 16" O.C.2x4 INTERIOR FRAMING SPACED AT 24" O.C.EXTERIOR WALL SHEATHING 1/2" OSB.SUBFLOOR: 3/4" OSB EXTERIOR GRADE.ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER:BUILDING WRAPMAINTENANCE FREE VINYL SIDING .040 THICKNESS.INSULATION NOTES:INSULATE ALL ACCESS DOORS/HATCHES TO ATTICINSULATION SPECIFICATION:ATTIC R-49 FIBERGLASS BLOW-INWALLS R-21 FIBERGLASS BATT'SFOUNDATION INSULATE ON EXTERIORNOTES:ATTIC VENTILATION: AREA /1328 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 300 SQ. FEET OF ATTIC SPACE. VENTILATIONSHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREA BLOW ININSULATION R-49, INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC. ASPHALT ROOF WITH#15 TAR PAPER UNDERLAYMENTTRUSS DETAILS1. ALL TRUSSES SHALL CARRY MANUFACTURES STAMP.2. ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURESSPECIFICATIONS.3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDINGDEPT. APPROVAL IF ENGINEERING CALCULATIONS.4. ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FORFRAMING INSPECTION.5. ALL ROOF FRAMING 24" O.C 6: OVERHANGS 18"VAULTEDiNSULATED GARAGE(3)2x10(2)16" LVL per Engineering(2)9-1/2 LVL per EngineeringCS-PFCS-PFCS-PFCS-PF-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). INSULATION CHUTEVAULTED CEILING OPTION4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS.9 1/2" JoistsSEAL BEHIND POLY1/2" GYPSUM SAG RESISTANTW/ VAPOR BARRIER1/2" SHEATHING1/2" GYPSUM2x6 STUDS AT 16" OC#15 TAR PAPERASPHALT SHINGLESSOFFITFASCIAFINISH SIDING15/32" SHEATHINGR21 INSULATIONMANUFACTURED TRUSSES 24" OC.INSTALLED PER MFG SPEC'SR49 INSULATIONVENT 1/300TH OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFFIT PER IRC R806POLYSTYRENE VENTILATION CHUTESNOTE:PROVIDE RECEPTACLE FOR FUTURE RADON FAN,VENT PIPE SHALL BE INSTALLED WITH A MINIMUM 24"CLEARANCE AND 36" VERTICAL CLEARANCE TO ALLOWFOR FUTURE INSTALLATION OF RADON FAN (ACTIVE SYSTEM)RIGID WINDWASH BARRIER MUST BE INSTALLED EXTENDING TO WITHIN 1" FROM BOTTOM OF ROOF SHEATHING BETWEEN ALL TRUSS SPACESMIN 6" ENERGY HEELROOF ASSEMBLY MAY REQUIRE RAFTER/TRUSS TIE DOWNSICE AND WATER REQ. FROM THE EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINEINTERIOR INSULATION UNLESS BLOWER DOOR TEST @ 2.6 AIR CHANGESSEALANT BY CARPENTER PRIOR TO SHEATHINGWATCH DOG H3 WATER PROOF3/4" SUBFLOOR3" MIN POLYURETHANEFOAM AT RIM JOIST2 3/8" ENERGY BOARD3 1/2" CONC. SEAL ALL JOINTS @ SUMP AND OPENINGS6 MIL POLY VAPOR BARRIERLAPPED SEAMS 12" BETWEEN4" CLEAN AGGREGATECAST-IN-PLACE ANCHOR BOLT8" POURED CONC.WALL20 X 8 CONCRETE FOOTING 5,000 PSICONTINUOUSDRAIN TILE INTOSUMP PUMP.TREATED SILL PLATEW/ SILL SEALSEAL BEHIND POLYFINISH GRADE WILL VARYSEAL BEHIND POLYPASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"ABOVE GRADE PROTECTIONOF ENERGY BOARDEXTENDING 6" BELOW GRADESEAL JOINT BETWEEN FOUNDATION WALL AND SLAB WITH APPROVED SEALANT4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS.ENTRYKITCHENPASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOFPASSIVE RADON VENT 10' SECTION OFPERFORATED PIPECONNECTED TO EACHSIDE OF A "T" FITTINGIN AGGREGATEPASSIVE RADON VENT PASSIVE SUB-SLABDEPRESSURIZATION SYSTEMREQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE1322.2100 TERMINATE 12"ABOVE ROOF4'-10 3/4"4'-0 1/4"8'-1 5/8"10 1/4"8'-1 1/8"These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:5308 178th st WLakeville, MNLot 4 Block 4 Pheasant run 7thS14S14S24S24SCALE 1/2"=1'-0"SCALE 3/8"=1'-0"A-41/3/2022 6 : 126 : 121'-6"1'-6"1'1'-6"These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:5308 178th st WLakeville, MNLot 4 Block 4 Pheasant run 7thROOF PLANA-51/4"= 1'ATTIC VENTILATION: AREA /1328 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATIONSHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREA BLOW ININSULATION R-49, INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC. ASPHALT ROOF WITH#15 TAR PAPER UNDERLAYMENTATTIC VENTILATION NOTES1/3/2022 ELECTRICAL NOTES:1. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. AS PER NATIONALELECTRICAL CODE REQUIREMENTS.2. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECTSMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE ISTRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS.3. CO2 DETECTOR IS REQUIRED PER STATE STATUTE 299F.504. LIGHT BULBS MUST BE AT LEAST 75% CFL THROUGH OUT THE HOUSE.DNDWREF.UP3CO/SDCO/SDCO/SDCO/SDRRRWPWPGFCIGFCI3RGFCIRCCCCRRRR33RGARAGELIVINGW.I.C.BEDROOM #3BEDROOM #2EPMASTER BDRMCLOSETBATHLINENCLOSETMASTER BATHENTRYCLOSETENTRYKITCHENUPSUMPCO/SDCO/SDGARAGEUNEXCAVATEDUTILITYFUTURE FAMILY ROOMFUTURE BEDROOMROUGH-IN BATHThese plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:5308 178th st WLakeville, MNLot 4 Block 4 Pheasant run 7thA-6Lower Level Electrical2nd Floor Electrical1/3/2022 SHEAR WALLS: Shear wall locations as indicated on plans and elevations CS-WSP: 2x6 @ 16" O.C. MIN 3/8" CDX STRUCTURAL PLYWOOD SHEATHING ALT: 7/16" OSB (2) STUDS AT ENDS OF PANEL ANCHORS 1/2" DIA x 8" (4" MIN EMBED) ANCHOR BOLTS - 48" O.C. AND 6" FROM ENDS FASTENERS - 8d NAILS @ 6" AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS CS-PF: Per R602.10.6.4 CONTINUOUS HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON HDU4 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS WCL SN-1Loomis Homes Aspen Bracing Plans Bracing Plans, Details 12/28/2020 BRACING WALL NOTES: CODE: MINNESOTA RESIDENTIAL CODE 2020 WIND: 115 MPH, EXP C HEADER NOTES: LVL: 2.0E 2950 Fb OR BETTER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ 40154 12/28/2020 Wayne C. Linderman WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 247 TABLE R602.10.4—continuedBRACING METHODS For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0175 rad, 1 pound per square foot = 47.8 N/m 2, 1 mile per hour = 0.447 m/s.a. Adhesive attachment of wall sheathing, including Method GB, shall not be permitted in Seismic Design Categories C, D0, D1 and D2.b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In SeismicDesign Categories D0, D1 and D2, roof covering dead load shall not exceed 3 psf.c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.7(1). A full-height clear opening shall notbe permitted adjacent to a Method CS-G panel.d. Method CS-SFB does not apply in Seismic Design Categories D0, D1 and D2.e. Method applies to detached one- and two-family dwellings in Seismic Design Categories D0 through D2 only. METHODS, MATERIAL MINIMUM THICKNESS FIGURE CONNECTION CRITERIAa Fasteners Spacing Intermittent Bracing MethodsPFHPortal frame with hold-downs 3/8"See Section R602.10.6.2 See Section R602.10.6.2 PFGPortal frame at garage 7/16"See Section R602.10.6.3 See Section R602.10.6.3 Continuous Sheathing MethodsCS-WSPContinuously sheathed wood structural panel 3/8" Exterior sheathing per Table R602.3(3) 6" edges 12" field Interior sheathing per Table R602.3(1) or R602.3(2)Varies by fastener CS-Gb, c Continuously sheathed wood structural panel adjacent to garage openings 3/8"See Method CS-WSP See Method CS-WSP CS-PFContinuously sheathed portal frame 7/16"See Section R602.10.6.4 See Section R602.10.6.4 CS-SFBd Continuously sheathed structural fiberboard 1/2" or 25/32" for maximum 16" stud spacing 11/2" long × 0.12" dia. (for 1/2" thick sheathing) 13/4" long × 0.12" dia. (for 25/32" thick sheathing) galvanized roofing nails 3" edges 6" field Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 258 2020 MINNESOTA RESIDENTIAL CODE the requirements of this section, lateral support shall beprovided for rafters and ceiling joists in accordancewith Section R802.8 and for trusses in accordance withSection R802.10.3. Roof ventilation shall be providedin accordance with Section R806.1. 1. For Seismic Design Categories A, B and C wherethe distance from the top of the braced wall panel tothe top of the rafters or roof trusses above is 91/4inches (235 mm) or less, blocking between raftersor roof trusses shall not be required. Where the dis-tance from the top of the braced wall panel to thetop of the rafters or roof trusses above is between91/4 inches (235 mm) and 151/4 inches (387 mm),blocking between rafters or roof trusses shall beprovided above the braced wall panel in accor-dance with Figure R602.10.8.2(1). Exception: Where the outside edge of truss ver-tical web members aligns with the outside faceof the wall studs below, wood structural panelsheathing extending above the top plate asshown in Figure R602.10.8.2(3) shall be permit-ted to be fastened to each truss web with three-8d nails (21/2 inches  0.131 inch) and blockingbetween the trusses shall not be required. 2. For Seismic Design Categories D0, D1 and D2,where the distance from the top of the bracedwall panel to the top of the rafters or roof trussesis 151/4 inches (387 mm) or less, blockingbetween rafters or roof trusses shall be providedabove the braced wall panel in accordance withFigure R602.10.8.2(1). 3. Where the distance from the top of the braced wallpanel to the top of rafters or roof trusses exceeds151/4 inches (387 mm), the top plates of the bracedwall panel shall be connected to perpendicular raf-ters or roof trusses above in accordance with oneor more of the following methods: 3.1. Soffit blocking panels constructed inaccordance with Figure R602.10.8.2(2). 3.2. Vertical blocking panels constructed inaccordance with Figure R602.10.8.2(3). 3.3. Blocking panels provided by the rooftruss manufacturer and designed inaccordance with Section R802. 3.4. Blocking, blocking panels or other meth-ods of lateral load transfer designed inaccordance with the AWC WFCM oraccepted engineering practice. FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST CONTINUOUS RIM OR BAND JOIST BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL8d @ 6″ O.C. ALONG BRACED WALL PANEL FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING PERPENDICULAR FRAMING For SI: 1 inch = 25.4 mm. FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 259 CONTINUOUS RIM OR END JOIST CONTINUOUS RIM OR END JOIST ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER 2-16d NAILS EACH SIDE ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL For SI: 1 inch = 25.4 mm. FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING SOLID BLOCKING BETWEEN RAFTERS ATTACHED TO TOP PLATES WITH 8d @ 6″ O.C. ALONG LENGTH OF BRACED WALL PANEL2″ MAXOPEN15.25″ MAXFor SI: 1 inch = 25.4 mm. FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS ROOF SHEATHING BLOCKING BRACINGa BRACED WALL PANEL PROVIDE VENTING PER SECTION R806 (NOT SHOWN) 2x BLOCKING ROOF TRUSSES PER R802.10 NAILING PER TABLE R602.3(1) EDGE NAILING PER TABLE R602.3(1) (TYP.)4′-0″ MAX6′-0″ MAX For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 260 2020 MINNESOTA RESIDENTIAL CODE R602.10.9 Braced wall panel support. Braced wall panelsupport shall be provided as follows: 1. Cantilevered floor joists complying with SectionR502.3.3 shall be permitted to support braced wallpanels. 2. Raised floor system post or pier foundations sup-porting braced wall panels shall be designed inaccordance with accepted engineering practice. 3. Masonry stem walls with a length of 48 inches(1219 mm) or less supporting braced wall panelsshall be reinforced in accordance with FigureR602.10.9. Masonry stem walls with a lengthgreater than 48 inches (1219 mm) supporting bracedwall panels shall be constructed in accordance withSection R403.1 Methods ABW and PFH shall notbe permitted to attach to masonry stem walls. 4. Concrete stem walls with a length of 48 inches(1219 mm) or less, greater than 12 inches (305 mm)tall and less than 6 inches (152 mm) thick shall have reinforcement sized and located in accordance withFigure R602.10.9. R602.10.9.1 Braced wall panel support for SeismicDesign Categories D0, D1 and D2. In Seismic DesignCategories D0, D1 and D2, braced wall panel footingsshall be as specified in Section R403.1.2. R602.10.10 Cripple wall bracing. Cripple walls shall beconstructed in accordance with Section R602.9 and bracedin accordance with this section. Cripple walls shall bebraced with the length and method of bracing used for thewall above in accordance with Tables R602.10.3(1) andR602.10.3(3), and the applicable adjustment factors inTable R602.10.3(2) or R602.10.3(4), respectively, exceptthat the length of cripple wall bracing shall be multipliedby a factor of 1.15. Where gypsum wall board is not usedon the inside of the cripple wall bracing, the length adjust-ments for the elimination of the gypsum wallboard, orequivalent, shall be applied as directed in TablesR602.10.3(2) and R602.10.3(4) to the length of cripplewall bracing required. This adjustment shall be taken inaddition to the 1.15 increase.For SI: 1 inch = 25.4 mm, 1 foot =304.8 mm a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES BRACED WALL PANEL 2x BLK’G VENTING A B SECTION ELEVATIONBA BRACINGa BRACING ROOF TRUSSES PER R802.10 PROVIDE VENTING PER SECTION R806 2x BLOCKING NAILING PER TABLE R602.3(1) BRACED WALL PANEL EDGE NAILING PER TABLE R602.3(1) (TYP) ROOF SHEATHING 2MAXOPEN″4-0 MAX′″2MAXOPEN″6-0 MAX′″ ROOF TRUSSES PER R802.10 WHERE AIR GAP ATTOP IS NOT USED, CENTER W/3 AVAILABLE FOR VENT HOLES W W/3W/3W/3HH/3Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 253 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) FASTEN SHEATHING TO HEADER WITH 8DCOMMON OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN. 3/8″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT 3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) ½″ DIAMETER ANCHOR BOLTSINSTALLED PER SECTION R403.1.6 WITH 2″x2″x3/16″ PLATE WASHER PONY WALL HEIGHT 12′ MAX. TOTAL WALL HEIGHT10′ MAX. HEIGHTOVER CONCRETE OR MASONRY BLOCK FOUNDATION OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) SECTIONFRONT ELEVATION IF NEEDED, PANEL SPLICE EDGES SHALLOCCUR OVER AND BE NAILED TO COMMONBLOCKING WITHIN THE MIDDLE 24″ OF THEPORTAL- LEG HEIGHT. ONE ROW OF 3″ O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TENSION STRAP PER TABLE 602.10.6.4(ON OPPOSITE SIDE OF SHEATHING) CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUMLENGTH REQUIREMENTS OF TABLE R602.10.5 BRACED WALL LINECONTINUOUSLY SHEATHED WITH WOOD STRUCTURALPANELS FASTEN TOP PLATE TOHEADER WITH TWO ROWS OF 16D SINKER NAILS AT3″ O.C. TYP. MIN. 3/8″ WOODSTRUCTURAL PANEL SHEATHING TYPICAL PORTAL FRAME CONSTRUCTION MIN. DOUBLE 2x4 POST(KING AND JACK STUD) NUMBER OF JACKSTUDS PER TABLES R602.7(1) & (2) ANCHOR BOLTS PER SECTION R403.1.6 NAIL SOLE PLATE TO JOISTPER TABLE R602.3(1) APPROVED BAND OR RIM JOIST (2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF 670 LBS INTHE HORIZONTAL AND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST EXTENT OF HEADER WITH SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) 2′-18′ FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITEDIF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER WOOD STRUCTURAL PANELSHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PERTABLE R602.3(1) NAIL SOLEPLATE TO JOIST PER TABLER602.3(1) APPROVED BAND OR RIM JOIST ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS AT 3″ O.C. TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOISTMIN.OVERLAP9¼″NAIL SOLE PLATETO JOIST PER TABLE R602.3(1) FASTEN KING STUDTO HEADER WITH 6 16D SINKERS Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 Plan Approval:________________________Date: _______6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINESREPRESENT PATIOWALKOUT OPTIONDASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 128'-1 1/8"4'-1 1/8"8'-1 1/8"24'-0"4'-10 3/4"126CLG. HGT. MAIN FLOORMAIN FLOOR SUBCLG. HGT. 2ND FLOORBASEMENT T.O.S.2ND FLOOR SUB.HIGHEST RIDGE6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINES REPRESENT LO/WO FTGMIN 42"DASHED LINE REPRESTEP FOUNDATION P6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINE REPRESENT LO/WO OPTIONSTEP FOUNDATION PER GRADE6 : 126 : 126 : 126 : 12These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:Bid SetA-1Overview:-Split-Entry Single-Family Home-1426 Finished Square Feet-741 Unfinished Square Feet-3 Bedrooms 2 Full Bath-Three Stall Garage9/30/2019Elevation A 6/12 GablesStone CountsGarage 18 SFHouse Front 38.5 SFTotal Stone 56.5 SFI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 12/28/2020 CS-WSPCS-PFFOR LO/WO ALT: USE CS-WSPSTRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES LOOKOUT FOUNDATIONFOUNDATION SILL PLATE OVERHANG(2) 2x8 Green HDR2x8 Green JoistWallx8 Ledger4636RS4636RSBasement Slab4" Concrete 2500 PSIOver 6 Mil Vapor BarrierGravel base 2500 PSIGAR800LBRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"S2S-1S2S-1S2S-1S2S-115'-0"20'-0"11'-0"15'-0 1/4"14'-0"16'-11 3/4"5'-10"5'-10"38'-4"15'-0"13'-2"3'-6"3'-6"17'-6"9'-0"46'-0"14'-4" X 5'-2"NOTE:FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)NOTE:WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)UNEXCAVATEDThese plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:Bid SetA-21/4"=1'Foundation/ Lower Level9/30/2019CS-WSPCS-PFI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 12/28/2020 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES 5040RS5040RS5040RS2636SH8070160702852SH2852SH2852SH@ @ 24" O.C.ROOF TRUSSES22x30 Attic AccessS2S-1S2S-1S2S-1S2S-16'-3"9'-5"5'-7"2'-0"16'-0"2'-0"1'-6"8'-0"1'-6"15'-0"20'-0"11'-0"25'-10"12'-2"38'-0"6'-0"6'-0"50'-0"14'-10"2'-6"10'-8"2'-0"20'-0"28'-0"50'-0"6'-6"12'-9"5'-5"12'-7"15'-3"46'-0"2'-7"5'-0"5'-6 3/4"5'-9"12'-0"11'-6"2'-11"2'-7"302 X 218GARAGE SLAB4" CONCRETE SLAB3500 PSI BASENOTE:FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)NOTE:WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:1/4"=1'DATE:Bid SetA-32nd Floor9/30/2019STAIRWAY NOTESEvery Stairway Shall have Headroom Clearance of Not Less Than 6' 8".Stair MAX Rise 7 3/4" & MIN Run of 10".Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2".Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles and StairRisers. Handrails Shall be at 34"-38" Above the nose of the tread and shall becontinuous the full length of the stairs with each end returned to the wall.Interior stairways shall be provided with a light source at each landing.CONSTRUCTION NOTES:2x6 EXTERIOR FRAMING SPACED AT 16" O.C.2x4 GARAGE FRAMING SPACED AT 16" O.C.2x4 INTERIOR FRAMING SPACED AT 24" O.C.EXTERIOR WALL SHEATHING 1/2" OSB.SUBFLOOR: 3/4" OSB EXTERIOR GRADE.ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER:BUILDING WRAPMAINTENANCE FREE VINYL SIDING .040 THICKNESS.INSULATION NOTES:INSULATE ALL ACCESS DOORS/HATCHES TO ATTICINSULATION SPECIFICATION:ATTIC R-49 FIBERGLASS BLOW-INWALLS R-21 FIBERGLASS BATT'SFOUNDATION INSULATE ON EXTERIORNOTES:ATTIC VENTILATION: AREA /1328 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 300 SQ. FEET OF ATTIC SPACE. VENTILATIONSHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREA BLOW ININSULATION R-49, INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC. ASPHALT ROOF WITH#15 TAR PAPER UNDERLAYMENTTRUSS DETAILS1. ALL TRUSSES SHALL CARRY MANUFACTURES STAMP.2. ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURESSPECIFICATIONS.3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDINGDEPT. APPROVAL IF ENGINEERING CALCULATIONS.4. ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FORFRAMING INSPECTION.5. ALL ROOF FRAMING 24" O.C 6: OVERHANGS 18"CS-WSPCS-PF(2) 1-3/4 x 16" LVLI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 12/28/2020 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES(2) 1-3/4 x 9-1/2" LVL Sawn Lumber Label Qty Description Length MF2 2 2x8 SPF_No.2 16’-0" MF3 2 2x12 SPF_No.2 12’-0" MF4 3 2x10 SPF_No.2 7’-0" MF5 4 2x10 SPF_No.2 6’-0" MF6 2 2x6 SPF_No.2 6’-0" MF7 2 2x8 SPF_No.2 5’-0" MF8 8 2x6 SPF_No.2 4’-0" MF9 2 2x6 SPF_No.2 3’-0" LP LSL Label Qty Description Length MF1 2 1-3/4x11-7/8 LP-LSL 1.55E 20’-0"Master Layout-The AspenLoomis Homes95201/15/2019Justin Spreitzer1. FLOOR JOISTS TO BE 11-7/8" LPI20 PLUS @ 16" O.C. TYP. UNLESS OTHERWISE NOTED. 2. ALL BLOCKING PER STRUCTURAL PLAN 3. LOADING TO BE 40 PSF LL - 15 PSF DL UNLESS OTHERWISE NOTED. Justin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME, 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Additional Notes General Notes 2 Ply 2 Ply 2 Ply 2 Ply 2 Ply 2 Ply 2 Ply2 Ply 2 Ply 2 Ply 2 Ply 3 Ply MF4 MF2 MF3 MF5 MF5 MF6 MF7 MF8 MF8 MF8 MF8 MF9 (2)MF1 ***NOTE*** All Headers Up to 4'-11"=1 Trimmer All Headers Over 5'-0"=2 Trimmers Unless Noted Otherwise. Connectors Label Qty Description TF Fstnr Face Fstnr Joist Fstnr H1 4 IUS1.81/9.5 -None 8-10d x 1.5" 2-10d x 1.5" Sawn Lumber Label Qty Description Length MD2 5 2x8 SPF_No.2 6’-0" MF2 3 2x10 SPF_No.2 7’-0" MF3 2 2x8 SPF_No.2 6’-0" LP LSL Label Qty Description Length J1 9 1-3/4x9-1/2 LP-LSL 1.55E 32’-0" J2 8 1-3/4x9-1/2 LP-LSL 1.55E 26’-0" MD1 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF1 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" LP OSB Rim Label Qty Description Length RB 10 1-1/8x9-1/2 LP-OSB Rim 12’-0"Master Layout-The AspenLoomis Homes95201/15/2019Justin Spreitzer1. FLOOR JOISTS TO BE 9-1/2" LP-LSL @ 19.2" O.C. TYP. UNLESS OTHERWISE NOTED. 2. ALL BLOCKING PER STRUCTURAL PLAN 3. LOADING TO BE 40 PSF LL - 15 PSF DL UNLESS OTHERWISE NOTED. Justin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME, 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Additional Notes General Notes A7 SOLID RIM AS STARTER JOIST Provide blocking for lateral support as required. Use LP I-Joist, LP LVL, LP LSL, or LP Rim Board as blocking Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange Use two 8d nails or two 10d box nails (one on each side) B4 JOIST NAILING AT INTERIOR SUPPORT 10d box nails at 6"o.c. toe-nailed from outside of building. RIM BOARDA1 Same depth as I-joist Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange 2 Trimmers 2 Trimmers 2 Trimmers 2 Trimmers J1 J1 WALKOUT OPTION A1 2 Trimmers 2 Trimmers MD2 A7 A7 A1 A7 A1 B4 B4 J1 Start Framing Here19.2" o.c.J1 J1 J1 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 J2 RB1 RB2 RB3 RB4 RB5 RB6 RB7 (2)MD1 MD2 MF1 MF2MF3 H1 H1 H1 H1 A7 ***NOTE*** All Headers Up to 4'-11"=1 Trimmer All Headers Over 5'-0"=2 Trimmers Unless Noted Otherwise. Connectors Label Qty Description TF Fstnr Face Fstnr Joist Fstnr H1 5 IUS1.81/9.5 -None 8-10d x 1.5" 2-10d x 1.5" LP LSL Label Qty Description Length BLK 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" J1 23 1-3/4x9-1/2 LP-LSL 1.55E 16’-0" J2 3 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" MD1 2 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" MF1 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" LP OSB Rim Label Qty Description Length RB 10 1-1/8x9-1/2 LP-OSB Rim 12’-0"Master Layout-The AspenLoomis Homes95201/15/2019Justin Spreitzer1. FLOOR JOISTS TO BE 9-1/2" LP-LSL @ 19.2" O.C. TYP. UNLESS OTHERWISE NOTED. 2. ALL BLOCKING PER STRUCTURAL PLAN 3. LOADING TO BE 40 PSF LL - 15 PSF DL UNLESS OTHERWISE NOTED. Justin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME, 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Additional Notes General Notes A7 SOLID RIM AS STARTER JOIST Provide blocking for lateral support as required. Use LP I-Joist, LP LVL, LP LSL, or LP Rim Board as blocking Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange Start Framing Here19.2" o.c.A1 A7 A1 A7 A1 A7 A1 MF1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J2 J2 J2 RB1 RB2 RB3 RB4 RB5 RB6 RB7 RB8 RB9 RB9 B1 B1 B2 B3 (2)MD1 H1 H1 H1 H1 H1 A7 10d box nails at 6"o.c. toe-nailed from outside of building. RIM BOARDA1 Same depth as I-joist Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange ***NOTE*** All Headers Up to 4'-11"=1 Trimmer All Headers Over 5'-0"=2 Trimmers Unless Noted Otherwise. 2,167 325.05 72 207 207 325.05 (118.05) (2,167 x.02) + 60103.34 51.67 (2167 x .02) + (15x(4+1)) = 118.34 Recher Hvac HVAC Load Calculations for Aspen Prepared By: Monday, April 27, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 2 Project Report General Project Information Project Title:Recher Hvac Project Date:Monday, April 27, 2020 Client Name:Aspen Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a n/a 72 n/a Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:747 CFM Per Square ft.:0.260 Square ft. of Room Area:2,876 Square ft. Per Ton:1,586 Volume (ft³):21,705 Building Loads Total Heating Required Including Ventilation Air:45,427 Btuh 45.427 MBH Total Sensible Gain:16,684 Btuh 77 % Total Latent Gain:5,074 Btuh 23 % Total Cooling Required Including Ventilation Air:21,758 Btuh 1.81 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 3 Miscellaneous Report System 1 House Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29.27 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.410 AC/hr 0.210 AC/hr 148 CFM 76 CFM Infiltration Actual:0.410 AC/hr 0.210 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 21,705 X 21,705 8,899 Cu.ft./hr 4,558 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:148 CFM 76 CFM Total Building Ventilation:135 CFM 135 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 19.31 = (0.68 X 0.970 X 29.27 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.410 AC/hr (148 CFM), Construction: Average Summer Infiltration Specified:0.210 AC/hr (76 CFM), Construction: Average \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 1.81 1,586 2,876 16,684 5,074 21,758 45,427 541 747 747 System 1 1.81 1,586 2,876 16,684 5,074 21,758 45,427 541 747 747 10x14 Ventilation 749 2,607 3,356 5,014 Zone 1 2,876 15,935 2,467 18,402 40,413 541 747 747 10x14 1-Basement 1,438 5,533 792 6,325 17,600 236 259 259 3--6 2-Main Floor 1,438 10,402 1,675 12,077 22,813 305 487 487 5--7 \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 0 750 0.01 0.1 440 236 259 259 3--6 2-Main Floor Built-In 0 750 0.01 0.1 364.7 305 487 487 5--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 767.9 541 747 747 10x14 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:541 Cooling Flow:747 \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Marvin: Glazing-Marvin Window , U-value 0.34, SHGC 0.35 180 5,324 0 5,615 5,615 11P: Door-Metal - Polyurethane Core, U-value 0.29 42 1,060 0 292 292 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 488 2,292 0 0 0 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2314 13,086 0 2,000 2,000 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 1437.9 2,502 0 1,380 1,380 21B-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.019 1437.9 2,377 0 0 0 Subtotals for structure:26,641 0 9,287 9,287 People:5 1,000 1,150 2,150 Equipment:0 2,400 2,400 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 148, Summer CFM: 76 13,772 1,467 1,054 2,521 Ventilation: Winter CFM: 135, Summer CFM: 135 5,014 2,607 749 3,356 Exhaust: Winter CFM: 135, Summer CFM: 135 AED Excursion:0 0 2,044 2,044 Total Building Load Totals:45,427 5,074 16,684 21,758 Check Figures Total Building Supply CFM:747 CFM Per Square ft.:0.260 Square ft. of Room Area:2,876 Square ft. Per Ton:1,586 Volume (ft³):21,705 Building Loads Total Heating Required Including Ventilation Air:45,427 Btuh 45.427 MBH Total Sensible Gain:16,684 Btuh 77 % Total Latent Gain:5,074 Btuh 23 % Total Cooling Required Including Ventilation Air:21,758 Btuh 1.81 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 7 Building Pie Chart Building Loss 45,427 Btuh Floor 5% Roof 6% Wall 34% Glass 12% Door 2% Infiltration 30% Ventilation 11% Building Gain 21,758 Btuh Roof 6% Wall 9% Glass 26% Door 1% People 10% Equipment 11% Infiltration 12% Ventilation 15% AED Excursion 9% \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 8 Detailed Room Loads - Room 1 - Basement (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:37.8 ft.System Number:1 Room Width:38.0 ft.Zone Number:1 Area:1,437.9 sq.ft.Supply Air:259 CFM Ceiling Height:9.0 ft.Supply Air Changes:1.2 AC/hr Volume:12,941 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:59 CFM Runout Air:86 CFM Percent of Supply.:23 % Runout Duct Size:6 in.Actual Summer Vent.:47 CFM Runout Air Velocity:440 ft./min.Percent of Supply:18 % Runout Air Velocity:440 ft./min.Actual Winter Infil.:60 CFM Actual Loss:0.121 in.wg./100 ft.Actual Summer Infil.:31 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-4 38 X 4 152 0.054 4.7 714 0.0 0 0 N -Wall-12F-0sw 38 X 5 178 0.065 5.7 1,007 0.9 0 154 E -Wall-15B0-10sf-4 46 X 4 184 0.054 4.7 864 0.0 0 0 E -Wall-12F-0sw 46 X 5 230 0.065 5.7 1,301 0.9 0 199 W -Wall-12F-0sw 46 X 9 360 0.065 5.7 2,036 0.9 0 311 S -Wall-15B0-10sf-4 38 X 4 152 0.054 4.7 714 0.0 0 0 S -Wall-12F-0sw 38 X 5 190 0.065 5.7 1,074 0.9 0 164 N -Gls-Marvin shgc-0.35 100%S 12 0.340 29.6 355 11.1 0 133 W -Gls-Marvin shgc-0.35 0%S 42 0.340 29.6 1,242 37.1 0 1,560 W -Gls-Marvin shgc-0.35 0%S 12 0.340 29.6 355 37.2 0 446 Floor-21B-20 38 X 37.8 1437.9 0.019 1.7 2,377 0.0 0 0 Subtotals for Structure:12,039 0 2,967 Infil.: Win.: 59.9, Sum.: 30.7 1,024 5.431 5,561 0.416 592 426 AED Excursion:710 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:0 1,200 Room Totals:17,600 792 5,533 \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 9 Detailed Room Loads - Room 2 - Main Floor (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:37.8 ft.System Number:1 Room Width:38.0 ft.Zone Number:1 Area:1,437.9 sq.ft.Supply Air:487 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.3 AC/hr Volume:12,941 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:76 CFM Runout Air:97 CFM Percent of Supply.:16 % Runout Duct Size:7 in.Actual Summer Vent.:88 CFM Runout Air Velocity:365 ft./min.Percent of Supply:18 % Runout Air Velocity:365 ft./min.Actual Winter Infil.:88 CFM Actual Loss:0.068 in.wg./100 ft.Actual Summer Infil.:45 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 38 X 9 322 0.065 5.7 1,821 0.9 0 278 E -Wall-12F-0sw 46 X 9 362 0.065 5.7 2,047 0.9 0 313 W -Wall-12F-0sw 46 X 9 344 0.065 5.7 1,945 0.9 0 297 S -Wall-12F-0sw 38 X 9 328 0.065 5.7 1,855 0.9 0 284 E -Door-11P 3 X 7 21 0.290 25.2 530 7.0 0 146 E -Door-11P 3 X 7 21 0.290 25.2 530 7.0 0 146 N -Gls-Marvin shgc-0.35 100%S (2)20 0.340 29.6 592 11.0 0 220 E -Gls-Marvin shgc-0.35 0%S 10 0.340 29.6 296 37.1 0 371 W -Gls-Marvin shgc-0.35 0%S 42 0.340 29.6 1,242 37.1 0 1,560 W -Gls-Marvin shgc-0.35 0%S (2)28 0.340 29.6 828 37.1 0 1,040 S -Gls-Marvin shgc-0.35 0%S 14 0.340 29.6 414 20.4 0 285 UP-Ceil-16B-50 37.8 X 38 1437.9 0.020 1.7 2,502 1.0 0 1,380 Subtotals for Structure:14,602 0 6,320 Infil.: Win.: 88.4, Sum.: 45.3 1,512 5.431 8,211 0.415 875 628 AED Excursion:1,334 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:0 1,200 Room Totals:22,813 1,675 10,402 \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Basement 1,438 17,600 236 3-6 440 5,533 792 259 259 2 Main Floor 1,438 22,813 305 5-7 365 10,402 1,675 487 487 Ventilation 5,014 749 2,607 System 1 total 2,876 45,427 541 16,684 5,074 747 747 System 1 Main Trunk Size:10x14 in. Velocity:768 ft./min Loss per 100 ft.:0.106 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:1.81 77% / 23%16,684 5,074 21,758 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM X Passive (No Fan) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here R10 X R20 X R20 X R49 X R49 X X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:60,000 Capacity in Gallons:Other, describe: AFUE or HSPF%95.5 Cfm's " round duct OR " metal duct X Not required per mech. code Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Date Certificate Posted Natural Gas Bryant 95SA04030S14 Heating Loss Manufacturer Bryant Electric MECHANICAL SYSTEMS Rating or Size Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 90 90 Select Type 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): 21,758Residential Load Calculation SEER /EER Efficiency 45,427 Heating Gain Cooling Load 13 Model Heating System Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rim Joist (1st Floor) RE35056 BAONR18ADA Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Bradford Domestic Water Heater R-value 2" Foam BoardNon or Not ApplicableFiberglass, BlownFiberglass, BattsRigid, Extruded Polystyrene Foundation Wall 50 Output in Tons:2 Appliances Cooling System Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.22 Describe other insulated areas Ceiling, flat Lakeville5308 - 178th Street West THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade Below Entire Slab Bay Windows or cantilevered areas Floors over unconditioned area RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: Spray Urethane Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 1.81 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor Loomis Homes LLC MN License Number BC653240 City Mailing Address of the Dwelling or Dwelling Unit Builders Associaton of Minnesota version 101014 01/24/22XKP