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HomeMy WebLinkAboutLV24-00796 - 17964 Headwaters Dr-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/16/2024jnuetzman UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.55 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Hold-down & StrapPFHPFH34.45555 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). COPYRIGHT HANSON GROUP, LLC 2024©DescriptionDateRevisionJanuary 16, 2024Project Number:Date:4.008S11Sheets: of1Print Name:Signed: License Number:Garrett Brunell1-16-2452600Date: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.Key Land Homes17021 Fish Point Rd SEPrior Lake, MN 55372Plan #2611-IIMinnesota Construction5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 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.SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3"IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE ENTRY PORCH AND OPTIONAL DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OFTHE STRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODETHIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.UPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S1REFERENCE PLANPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANCONSTRUCT PORTALFRAME AS SHOWN IN 4/S1BRACED WALL LINE(4-FT)(4-FT) BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)S1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED OTHERWISE.2'-1"±16'-2"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD AT END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'D(2) 2x6 BEARING STUDS MIN. & (2) 2x6 FULLHEIGHT STUDS @ END OF HEADER (VERIFYBRG STUDS w/ SUPPLIER)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVEFRAMING EQUAL TO THAT DETAILEDFOR BRACED WALL PANELSCONTINUOUS HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-2"±(2) 2x6 BEARING STUDS MIN. (VERIFY w/ SUPPLIER)8'-2"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD AT END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LENGTH OF CONTINUOUS HEADERPROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DCONTINUOUS HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING1'-11"±POST-INSTALLED HOLDOWN OPTIONS5S1FRAMING DETAILSIMPSON HTT5 HOLDOWNFASTENED TO DOUBLE STUDSw/ 24" LONG 12"Ø THREADED RODw/ NUT & WASHER AT HOLDOWNw/ DOUBLE NUTS & WASHERGROUTED INTO MASONRYGROUT #4 VERTICAL BARPER EACH THREADED ROD& GROUT SOLID FULLHEIGHT (PROVIDE 6" HOOKLEG EMBEDDED INTOCONCRETE FOOTING)CONCRETE FOUNDATIONMASONRY FOUNDATIONSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORCONCRETEFOUNDATIONBELOW58" Ø ANCHOR BOLT (7" MIN. EMBED) w/2" x 2" x 316" PLATE WASHERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN (REFER TO 5/S1FOR ALTERNATIVE OPTION TO BE USED WITHMASONRY FOUNDATIONS)(4-FT)(4-FT)PROVIDE 2x6 BLOCKING AT TOP ANDBOTTOM OF HEADERSBRACED WALL LINE BRACED WALL LINE (5-FT) (5-FT) BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT) (5-FT)(5-FT)(4-FT)(4.4-FT)BRACED WALL LINE (3-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERS(4-FT)(4-FT)(4-FT)(4-FT)(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERS 812 =3x6 =4x4 =3x6 =3x6 1 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2 20 3 19 4 18 5 17 6 16 7 15 148 139 1210 11 T1 T1 B1 B2HW1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 HW1 1-4-0 25-4-0 1-4-0 -1-4-0 12-0-0 12-0-0 12-0-0 24-0-0 24-0-09-2-140-7-118-7-11Scale = 1:47.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT)0.01 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-31 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 24-0-0. (lb) -Max Horiz 2=-232 (LC 6), 40=-232 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 22, 23, 24, 25, 27, 28,29, 30, 32, 33, 34, 35, 36, 37, 38, 39, 46 except 2=-131 (LC 4),40=-131 (LC 4) Max Grav All reactions 250 (lb) or less at joint(s) 2, 23, 24, 25, 27, 28, 29,30, 32, 33, 34, 35, 36, 37, 38, 39, 40 except 22=391 (LC 1),31=313 (LC 18) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-220/287, 3-4=-187/277, 4-5=-164/265, 5-6=-139/253, 9-10=-62/262 WEBS 11-31=-286/7 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 25, 24, 23, 22except (jt=lb) 2=130, 2=130. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 40. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A A1 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:08 Page: 1 ID:yfhMUoFN8bgJ73FLvM52r2zz4Lo-omwK3I6zAJfeCSFMF?nYS620lA2Q1kTJ?WKVMUzz4EE 812 =4x8 =2x4 =3x4 =4x6 =3x6 =3x4 =2x4 =4x8 1 7 1710 9 8 2 6 53 4 T1 T1 B1 B2 W1 W2 W2 W1 HW1 HW1 1-4-0 25-4-0 1-4-0 -1-4-0 6-0-0 24-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 8-0-09-2-140-7-118-7-11Scale = 1:46.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-0,0-1-12], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.21 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.31 8-10 >938 180 BCLL 0.0*Rep Stress Incr YES WB 0.36 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 87 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1440/0-5-8, (min. 0-2-5), 6=1440/0-5-8, (min. 0-2-5) Max Horiz 2=-232 (LC 6) Max Uplift 2=-203 (LC 8), 6=-203 (LC 9) Max Grav 2=1473 (LC 15), 6=1472 (LC 16) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1856/239, 3-4=-1697/305, 4-5=-1697/305, 5-6=-1855/240 BOT CHORD 2-10=-234/1602, 10-17=-42/1056, 9-17=-42/1056, 8-9=-42/1056, 6-8=-100/1452 WEBS 3-10=-477/273, 4-10=-171/802, 4-8=-171/801, 5-8=-477/273 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 2 and 203 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A A2 11 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:09 Page: 1 ID:yfhMUoFN8bgJ73FLvM52r2zz4Lo-k925Uz7DhwvLRlPlNQp0XX7FkzblVcScSqpcRMzz4EC 812 =4x8 =2x4 =3x4 =4x6 =3x6 =3x4 =2x4 =4x8 1 169 8 7 2 6 3 5 4 T1 T2 B1 B2 W2 W1 W2 W1 HW1 HW1 1-4-0 -1-4-0 6-0-0 24-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 8-0-09-2-140-7-118-7-11Scale = 1:45.1 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-0,0-1-12], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.20 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.30 7-9 >960 180 BCLL 0.0*Rep Stress Incr YES WB 0.37 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 85 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1443/0-5-8, (min. 0-2-5), 6=1317/ Mechanical, (min. 0-1-8) Max Horiz 2=224 (LC 5) Max Uplift 2=-203 (LC 8), 6=-166 (LC 9) Max Grav 2=1475 (LC 15), 6=1364 (LC 16) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1859/240, 3-4=-1701/306, 4-5=-1711/311, 5-6=-1868/245 BOT CHORD 2-9=-250/1593, 9-16=-58/1047, 8-16=-58/1047, 7-8=-58/1047, 6-7=-118/1451 WEBS 4-7=-177/816, 5-7=-487/276, 4-9=-170/801, 3-9=-478/273 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 6 and 203 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A A3 1 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:10 Page: 1 ID:RrEkh8F?vvoAlDqXS3cHNGzz4Ln-CLcThJ8rSE1C3vzxx8KF4lfQRNxkE3VlhUZAzpzz4EB 812 =4x8 =2x4 =3x4 =4x6 =3x6 =3x4 =2x4 =4x8 1 9 16 8 7 2 6 3 5 4 T1 T2 B1 B2 W2 W1 W2 W1 HW1 HW1 1-4-0 -1-4-0 6-0-0 24-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 8-0-09-2-140-7-118-7-11Scale = 1:45.1 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-0,0-1-12], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.20 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.30 7-9 >960 180 BCLL 0.0*Rep Stress Incr YES WB 0.37 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 85 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1443/0-5-8, (min. 0-2-5), 6=1317/ Mechanical, (min. 0-1-8) Max Horiz 2=224 (LC 5) Max Uplift 2=-203 (LC 8), 6=-166 (LC 9) Max Grav 2=1475 (LC 15), 6=1364 (LC 16) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1859/240, 3-4=-1701/306, 4-5=-1711/311, 5-6=-1868/245 BOT CHORD 2-9=-250/1593, 9-16=-58/1047, 8-16=-58/1047, 7-8=-58/1047, 6-7=-118/1451 WEBS 4-7=-177/816, 5-7=-487/276, 4-9=-170/801, 3-9=-478/273 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 6 and 203 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A A4 8 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:10 Page: 1 ID:JLyqyh5rzv90hDK1CrtEMWzz4M_-CLcThJ8rSE1C3vzxx8KF4lfQRNxkE3VlhUZAzpzz4EB 812 =3x6 =4x4 =3x6 =3x6 1 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 2 20 3 19 4 18 5 17 6 16 7 15 8 14 139 1210 11 T1 T2 B1 B2HW1 HW1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1-4-0 -1-4-0 12-0-0 24-0-0 12-0-0 12-0-0 24-0-09-2-140-7-118-7-11Scale = 1:45.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horz(CT)0.01 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 24-0-0. (lb) -Max Horiz 2=224 (LC 5), 43=224 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 23, 24, 26, 27, 28, 29,30, 31, 32, 33, 34, 35, 36, 37, 38, 42 except 2=-140 (LC 4),22=-131 (LC 9), 43=-140 (LC 4) Max Grav All reactions 250 (lb) or less at joint(s) 22, 23, 24, 26, 27, 28,29, 30, 31, 32, 33, 34, 35, 36, 37, 38 except 2=268 (LC 16),21=251 (LC 1), 43=268 (LC 16) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-104/263, 10-11=-86/266, 11-12=-73/258 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated.5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 24, 23 except (jt=lb) 2=140, 22=130, 2=140. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 43. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A A5 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:11 Page: 1 ID:v1o6uUGdgDw1NNPj0n7WwTzz4Lm-CLcThJ8rSE1C3vzxx8KF4lfXJN4fE6XlhUZAzpzz4EB 1012 =3x8 =2x4 =3x8 =4x4 =2x4 =3x8 71 8 62 53 4 T1 T1 B1 W2 W1W1 HW1 HW1 1-0-0 -1-0-0 1-0-0 19-0-0 4-5-6 13-5-6 4-5-6 9-0-0 4-6-10 4-6-10 4-6-10 18-0-0 9-0-0 18-0-0 9-0-0 9-0-08-8-90-7-18-1-1Scale = 1:42.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.10 8-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.20 8-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.31 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1080/0-5-8, (min. 0-1-11), 6=1080/0-5-8, (min. 0-1-11) Max Horiz 2=218 (LC 7) Max Uplift 2=-142 (LC 8), 6=-142 (LC 9) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/177, 3-4=-920/186, 4-5=-920/186, 5-6=-1203/177 BOT CHORD 2-8=-158/857, 6-8=-63/850 WEBS 4-8=-101/618, 5-8=-351/222, 3-8=-351/222 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 2 and 142 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A B1 1 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:11 Page: 1 ID:v1o6uUGdgDw1NNPj0n7WwTzz4Lm-gXArvf9TDX93g3Y7UrrUdyCfUnIqzXgvw8IjVFzz4EA 1012 =3x6 =4x4 =3x6 1 17 30 29 28 27 26 25 24 23 22 21 20 19 18 2 16 3 15 4 14 5 13 6 12 7 11 8 10 9 T1 T1 B1HW1 HW1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 1-0-0 19-0-0 1-0-0 -1-0-0 9-0-0 18-0-0 9-0-0 9-0-0 18-0-08-8-90-7-18-1-1Scale = 1:41.8 Plate Offsets (X, Y):[2:0-3-0,0-0-8], [16:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.21 Horz(CT)0.01 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 18-0-0. (lb) -Max Horiz 2=-218 (LC 6), 31=-218 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 31, 35 except 30=-102 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 2, 16, 18, 19, 20, 21, 22,23, 24, 25, 26, 27, 28, 29, 30, 31, 35 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 25, 26, 27, 28, 29, 23, 22, 21, 20, 19, 18, 2, 16 except(jt=lb) 30=101. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A B2 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:13 Page: 1 ID:rQwtJ9ItCqAkchY68C9_?uzz4Lk-8kkD6?95_rHwID7K2ZMj9AlusBnRi?b29o2G1hzz4E9 1012 =6x6 =2x4 =4x10 =4x8 =4x10 =2x4 =6x6HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26 71 9 1819 2021 8 22 231617 62 53 4 T1 T1 B1 W2 W1 W2 W1 HW1 HW2 1-0-0 -1-0-0 1-0-0 19-0-0 4-5-6 13-5-6 4-5-6 9-0-0 4-6-10 4-6-10 4-6-10 18-0-0 5-8-3 11-10-1 6-1-15 6-1-15 6-1-15 18-0-08-8-90-7-18-1-1Scale = 1:43.9 Plate Offsets (X, Y):[8:0-5-0,0-1-12], [9:0-5-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.14 8-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.22 8-15 >991 180 BCLL 0.0*Rep Stress Incr NO WB 0.81 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 164 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 Right: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=6294/0-5-8, (min. 0-5-2), 6=6240/0-5-8, (min. 0-5-2) Max Horiz 2=218 (LC 7) Max Uplift 2=-859 (LC 8), 6=-851 (LC 9) Max Grav 2=6556 (LC 15), 6=6499 (LC 16) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7746/1018, 3-4=-7668/1099, 4-5=-7668/1099, 5-6=-7746/1017 BOT CHORD 2-16=-810/6050, 16-17=-810/6050, 9-17=-810/6050, 9-18=-457/4146, 18-19=-457/4146, 19-20=-457/4146, 20-21=-457/4146, 8-21=-457/4146, 8-22=-717/5946, 22-23=-717/5946, 6-23=-717/5946 WEBS 4-9=-746/5050, 3-9=-381/239, 4-8=-746/5050, 5-8=-379/238 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x3 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 851 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 15-11-4 to connect truss(es) A4 (1 ply 2x4 SPF) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-90, 4-7=-90, 10-13=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply Roof 326130-A B3 1 2Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:14 Page: 1 ID:zwCn2cS18qpugg2cOQu11ezz4LX-cwHbJLAkl9PnwNiWcGtyiNHwTbwmRJOCNSnqa7zz4E8 Continued on page 2 Vert: 9=-1297 (F), 8=-1297 (F), 16=-1297 (F), 17=-1297 (F), 19=-1297 (F), 20=-1297 (F), 22=-1297 (F), 23=-1297 (F) Job Truss Truss Type Qty Ply Roof 326130-A B3 1 2Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:14 Page: 2 ID:zwCn2cS18qpugg2cOQu11ezz4LX-cwHbJLAkl9PnwNiWcGtyiNHwTbwmRJOCNSnqa7zz4E8 812 =5x5 =2x4 =3x6 =3x4 =4x8 =3x6 =3x4 =2x4 =4x4 =6x8 1 19 20 11 21 10 9 22 23 2 8 7 3 6 4 5 T2 T1 T3 B1 B2 W1 W2 W3 W4 HW2 HW1 1-4-0 -1-4-0 7-2-8 22-5-8 7-6-1 15-3-0 7-5-0 29-10-8 7-8-15 7-8-15 9-9-12 19-10-4 10-0-4 29-10-8 10-0-9 10-0-911-4-140-5-13 0-10-1310-7-13Scale = 1:55.9 Plate Offsets (X, Y):[2:Edge,0-1-5], [11:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.31 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.46 9-11 >776 180 BCLL 0.0*Rep Stress Incr YES WB 0.80 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 SLIDER Right 2x6 SPF 1650F 1.5E -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1766/0-5-8, (min. 0-2-15), 8=1640/ Mechanical, (min. 0-1-8) Max Horiz 2=280 (LC 5) Max Uplift 2=-247 (LC 8), 8=-204 (LC 9) Max Grav 2=1862 (LC 15), 8=1751 (LC 16) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2484/308, 3-4=-2290/370, 4-5=-2119/402, 5-6=-2124/375, 6-7=-2293/296, 7-8=-723/0 BOT CHORD 2-19=-330/2130, 19-20=-330/2130, 11-20=-330/2130, 11-21=-78/1348, 10-21=-78/1348, 9-10=-78/1348, 9-22=-145/1799, 22-23=-145/1799, 8-23=-145/1799 WEBS 3-11=-649/356, 5-11=-239/1162, 5-9=-206/976, 6-9=-565/332 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 8 and 247 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A C1 3 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:15 Page: 1 ID:JcUFXVJVz8IbEq7IhvhDY6zz4Lj-ZJPMk1C_HmfV9gsvjhwQnoNDtObwvD5UrmGwe0zz4E6 812 =4x6 =2x4 =3x4 =3x6 =4x8 =4x8 =4x6 =3x4 =2x4 =4x6 1 18 1911 10 9 20 8 21 72 3 6 4 5 T2 T1 T3 B1 B2 W3 W2 W1W2W1 HW2HW1 1-4-0 -1-4-0 7-6-1 22-9-1 7-6-1 15-3-0 7-8-15 7-8-15 7-8-15 30-6-0 7-6-1 22-9-1 7-6-1 15-3-0 7-8-15 7-8-15 7-8-15 30-6-011-4-140-5-1310-7-13Scale = 1:54.8 Plate Offsets (X, Y):[2:Edge,0-0-1], [7:Edge,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.15 8-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.26 8-14 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.75 Horz(CT)0.08 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 Right: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1800/0-5-8, (min. 0-2-15), 7=1675/0-5-8, (min. 0-2-12) Max Horiz 2=281 (LC 7) Max Uplift 2=-250 (LC 8), 7=-213 (LC 9) Max Grav 2=1873 (LC 15), 7=1763 (LC 16) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2556/301, 3-4=-1761/277, 4-5=-1599/308, 5-6=-1760/307, 6-7=-2567/307 BOT CHORD 2-18=-315/2185, 11-18=-315/2185, 11-19=-315/2185, 10-19=-315/2185, 9-10=-144/2000, 9-20=-144/2000, 8-20=-144/2000, 8-21=-144/2000, 7-21=-144/2000 WEBS 5-10=-145/1249, 6-10=-980/318, 6-8=0/396, 3-10=-967/312, 3-11=0/395 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 7 and 250 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A C2 3 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:15 Page: 1 ID:np2dkrJ7kRQSr_iVFdCS4Jzz4Li-ZJPMk1C_HmfV9gsvjhwQnoNA8ObivEnUrmGwe0zz4E6 812 =4x6 =2x4 =3x4 =3x6 =4x8 =4x8 =4x6 =3x6 =3x4 =2x4 =4x6 912021131211221023 82 3 7 64 5 T2 T1 T2 T1 B1 B2 W3 W2 W1W2W1 HW1 HW2 1-4-0 -1-4-0 1-4-0 31-10-0 7-6-1 22-9-1 7-6-1 15-3-0 7-8-15 7-8-15 7-8-15 30-6-0 7-6-1 22-9-1 7-6-1 15-3-0 7-8-15 7-8-15 7-8-15 30-6-011-4-140-5-1310-7-13Scale = 1:56.8 Plate Offsets (X, Y):[2:Edge,0-0-1], [8:Edge,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.15 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.25 12-13 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.74 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 113 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 Right: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1798/0-5-8, (min. 0-2-15), 8=1798/0-5-8, (min. 0-2-15) Max Horiz 2=289 (LC 7) Max Uplift 2=-249 (LC 8), 8=-249 (LC 9) Max Grav 2=1871 (LC 15), 8=1871 (LC 16) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2553/301, 3-4=-1757/275, 4-5=-1595/307, 5-6=-1595/307, 6-7=-1757/275, 7-8=-2553/301 BOT CHORD 2-20=-299/2194, 13-20=-299/2194, 13-21=-299/2194, 12-21=-299/2194, 11-12=-126/2002, 11-22=-126/2002, 10-22=-126/2002, 10-23=-126/2002, 8-23=-126/2002 WEBS 5-12=-143/1244, 7-12=-967/312, 7-10=0/394, 3-12=-966/312, 3-13=0/394 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 2 and 249 lb uplift at joint 8. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A C3 5 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:16 Page: 1 ID:F?c?yBKmVlYJT8HhpKjhdXzz4Lh-1VzkyMCc24nMnqR5HORfK0vL5oyMegAe4Q0UASzz4E5 812 =3x4 =3x6 =4x6 =3x6 =3x6 =3x4 271 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 262 253 244235 226 217 208 199 10 18 1711 1612 13 15 14 T2 T1 T2 T1 B1 B2 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1-4-0 -1-4-0 1-4-0 31-10-0 15-3-0 30-6-0 15-3-0 15-3-0 30-6-011-4-140-5-1310-7-13Scale = 1:57 Plate Offsets (X, Y):[2:Edge,0-0-5], [26:Edge,0-0-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.36 Horz(CT)0.01 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-39, 13-40, 12-41, 15-38, 16-37 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 30-6-0. (lb) -Max Horiz 2=-289 (LC 6), 50=-289 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 28, 30, 31, 32, 33, 34, 36,37, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49 except 2=-135 (LC4), 29=-108 (LC 18), 50=-135 (LC 4) Max Grav All reactions 250 (lb) or less at joint(s) 2, 29, 30, 31, 32, 33, 34, 36, 37, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50 except28=454 (LC 1), 39=395 (LC 18) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/404, 3-4=-236/377, 4-5=-214/336, 5-6=-211/369, 6-7=-189/357, 7-8=-164/345, 8-9=-139/333, 9-10=-115/328, 10-11=-90/337, 11-12=-73/347, 12-13=-61/364, 13-14=-46/342, 14-15=-34/336, 15-16=-20/343, 16-17=-3/311,17-18=0/287, 18-19=0/282, 19-20=0/282, 20-21=0/282, 21-22=-3/281, 22-23=-39/290, 25-26=-135/313 WEBS 14-39=-367/8, 25-28=-256/52 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 38, 37, 36, 34, 33, 32, 31, 30, 28 except (jt=lb) 2=135, 29=107, 2=135. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A C4 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:16 Page: 1 ID:jB9N9XLOG3hA5IstN1EwAkzz4Lg-1VzkyMCc24nMnqR5HORfK0vXQo5iemFe4Q0UASzz4E5 812 =4x4 =2x4 =4x6 =3x4 1 4 2 5 3 T1 B1 W1 BL1 1-4-0 -1-4-0 0-3-8 6-3-8 6-0-0 6-0-0 6-3-85-2-140-5-13 0-11-140-11-140-11-143-5-154-5-13Scale = 1:29.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.08 4-8 >928 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.15 4-8 >472 180 BCLL 0.0*Rep Stress Incr YES WB 0.11 Horz(CT)0.02 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=463/0-5-8, (min. 0-1-8), 4=307/0-3-8, (min. 0-1-8) Max Horiz 2=191 (LC 8) Max Uplift 2=-45 (LC 8), 4=-109 (LC 8) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-245/252 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 2 and 109 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A D1 4 1Half Hip Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:16 Page: 1 ID:jB9N9XLOG3hA5IstN1EwAkzz4Lg-1VzkyMCc24nMnqR5HORfK0vQ0o2heq9e4Q0UASzz4E5 812 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 1 11 10 9 8 2 3 4 5 6 7 T1 W1 B1 ST2 ST1 ST3 ST4 1-4-0 -1-4-0 6-0-0 6-0-0 6-0-05-2-140-5-13 4-5-13Scale = 1:29.1 Plate Offsets (X, Y):[2:Edge,0-0-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 6-0-0. (lb) -Max Horiz 2=177 (LC 7), 12=177 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 9, 10, 11, 12 Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10, 11 except 2=259 (LC 1), 12=259 (LC 1) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 10, 11, 9, 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A D2 1 1Monopitch Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:17 Page: 1 ID:COjmMtM01Mp1iSR4wll9iyzz4Lf-VhX69iDEpNvDO_0Hr6yusDSidCUjNIVnI4l1jvzz4E4 612 =3x4 =3x6 =2x4 =2x4 1 4 2 3 T1 W1 B1 HW1 1-6-0 -1-6-0 6-0-0 6-0-0 0-1-8 6-0-0 0-8-4 0-8-4 5-2-4 5-10-84-0-150-4-3 3-0-110-3-8 Scale = 1:24.6 Plate Offsets (X, Y):[2:0-1-4,0-0-2], [2:0-1-4,0-9-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.03 4-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.06 4-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=537/0-3-8, (min. 0-1-8), 4=242/0-1-8, (min. 0-1-8) Max Horiz 2=137 (LC 7) Max Uplift 2=-102 (LC 8), 4=-57 (LC 8) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172/445 BOT CHORD 2-4=-434/176 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 2 and 57 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A E1 9 1Monopitch Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:17 Page: 1 ID:COjmMtM01Mp1iSR4wll9iyzz4Lf-VhX69iDEpNvDO_0Hr6yusDSfhCR_NI2nI4l1jvzz4E4 1012 =3x4 =2x4 =2x4 =2x4 =4x4 =2x4 =2x4 =3x4 1 5 8 13 7 14 6 2 4 3 T1 T1 B1 ST2 ST1 ST1 0-4-2 14-10-9 7-1-2 14-6-7 7-5-4 7-5-4 14-10-96-2-100-0-45-10-15Scale = 1:34.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.27 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 14-10-9. (lb) -Max Horiz 1=-157 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-204 (LC 9), 8=-208 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=552 (LC16), 7=479 (LC 15), 8=556 (LC 15) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-315/5, 2-8=-383/242, 4-6=-383/240 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=207, 6=204. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W1 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:17 Page: 1 ID:COjmMtM01Mp1iSR4wll9iyzz4Lf-VhX69iDEpNvDO_0Hr6yusDShyCSGNEunI4l1jvzz4E4 1012 =3x4 =2x4 =2x4 =2x4 =4x4 =2x4 =2x4 =3x4 1 5 8 7 6 42 3 T1 T1 B1 ST2 ST1 ST1 0-4-2 11-8-3 5-5-15 11-4-0 5-10-1 5-10-1 11-8-34-10-100-0-44-6-15Scale = 1:29.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 11-8-3. (lb) -Max Horiz 1=-123 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-173 (LC 9), 8=-178 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=424 (LC22), 7=298 (LC 1), 8=424 (LC 21) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-380/246, 4-6=-380/244 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=177, 6=173. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W2 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:18 Page: 1 ID:gaH8aDMeogxuKc0GUSGOF9zz4Le-zu5UN2Esah1408bTPpT7PR?t8bpx6kdxXkVbFLzz4E3 1012 =3x4 =4x4 =2x4 =3x4 1 3 4 2 T1 T1 B1 ST1 0-4-2 8-5-12 3-10-12 8-1-10 4-2-14 4-2-14 8-5-123-6-100-0-43-2-15Scale = 1:24.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 8-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=52/8-5-12, (min. 0-1-8), 3=52/8-5-12, (min. 0-1-8), 4=828/8-5-12, (min. 0-1-8) Max Horiz 1=88 (LC 5) Max Uplift 1=-39 (LC 22), 3=-39 (LC 21), 4=-154 (LC 8) Max Grav 1=110 (LC 21), 3=110 (LC 22), 4=828 (LC 1) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-92/335, 2-3=-71/335 WEBS 2-4=-620/154 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1, 39 lb uplift at joint 3 and 154 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W3 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:18 Page: 1 ID:gaH8aDMeogxuKc0GUSGOF9zz4Le-zu5UN2Esah1408bTPpT7PR?sAbmA6jXxXkVbFLzz4E3 1012 =3x4 =4x4 =2x4 =3x4 1 3 4 2 T1 T1 B1 ST1 0-4-2 5-3-6 2-3-9 4-11-4 2-7-11 2-7-11 5-3-62-2-100-0-41-10-15Scale = 1:20.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=77/5-3-6, (min. 0-1-8), 3=77/5-3-6, (min. 0-1-8), 4=427/5-3-6, (min. 0-1-8) Max Horiz 1=-53 (LC 6) Max Uplift 1=-2 (LC 8), 3=-12 (LC 9), 4=-66 (LC 8) Max Grav 1=98 (LC 21), 3=98 (LC 22), 4=427 (LC 1) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-276/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 12 lb uplift at joint 3 and 66 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W4 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:18 Page: 1 ID:8mrWnYNGZ_3lylbS2AndnNzz4Ld-zu5UN2Esah1408bTPpT7PR?vMbpr6lTxXkVbFLzz4E3 612 =3x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 T1 W1 B1 ST1 8-10-10 8-10-104-5-90-0-4 4-5-9Scale = 1:25.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)1=213/8-10-10, (min. 0-1-8), 4=145/8-10-10, (min. 0-1-8), 5=608/8-10-10, (min. 0-1-8) Max Horiz 1=174 (LC 5) Max Uplift 4=-32 (LC 5), 5=-161 (LC 8) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-348/103 BOT CHORD 1-5=-74/302 WEBS 2-5=-454/200 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 4 and 161 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W5 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:19 Page: 1 ID:8mrWnYNGZ_3lylbS2AndnNzz4Ld-R4fsaOFVL?9xeI9gyX_MxeX03?6YrB74mOE8nnzz4E2 6 12 =4x4 =2x4 =2x4 1 3 2 T1 W1 B1 6-2-10 6-2-103-1-90-0-4 3-1-9Scale = 1:21.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.02 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-2-10 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)1=336/6-2-10, (min. 0-1-8), 3=336/6-2-10, (min. 0-1-8) Max Horiz 1=119 (LC 5) Max Uplift 1=-48 (LC 8), 3=-77 (LC 8) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-596/83 BOT CHORD 1-3=-122/525 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 48 lb uplift at joint 1.6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W6 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:19 Page: 1 ID:8mrWnYNGZ_3lylbS2AndnNzz4Ld-R4fsaOFVL?9xeI9gyX_MxeXxM?1wrCY4mOE8nnzz4E2 6 12 =3x4 =2x4 =2x4 1 3 2 T1 W1 B1 3-6-10 3-6-101-9-90-0-4 1-9-9Scale = 1:16.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)1=190/3-6-10, (min. 0-1-8), 3=190/3-6-10, (min. 0-1-8) Max Horiz 1=63 (LC 5) Max Uplift 1=-28 (LC 8), 3=-43 (LC 8) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/46 BOT CHORD 1-3=-61/259 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 28 lb uplift at joint 1.6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 326130-A W7 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jan 03 11:42:19 Page: 1 ID:8mrWnYNGZ_3lylbS2AndnNzz4Ld-R4fsaOFVL?9xeI9gyX_MxeX3??7hrCY4mOE8nnzz4E2 Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct 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 MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load 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): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 17964 Headwaters Dr., Lakeville HVAC Load Calculations for Prepared By: Friday, July 26, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 2 Project Report General Project Information Project Title:17964 Headwaters Dr., Lakeville Designed By:West Metro Mechanical 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 -11.42 n/a n/a 72 n/a Summer:88 71 44%50%72 30 Check Figures Total Building Supply CFM:686 CFM Per Square ft.:0.206 Square ft. of Room Area:3,339 Square ft. Per Ton:1,627 Volume (ft³):22,590 Building Loads Total Heating Required Including Ventilation Air:51,838 Btuh 51.838 MBH Total Sensible Gain:15,949 Btuh 65 % Total Latent Gain:8,676 Btuh 35 % Total Cooling Required Including Ventilation Air:24,625 Btuh 2.05 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 2.50, 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. C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -11.42 100%n/a 72 n/a Summer:88 71 44%50%72 29.99 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:0.370 AC/hr 0.190 AC/hr 139 CFM 72 CFM Infiltration Actual:0.370 AC/hr 0.190 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 22,590 X 22,590 8,358 Cu.ft./hr 4,292 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:139 CFM 72 CFM Total Building Ventilation:190 CFM 190 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 17.08 = (1.10 X 0.970 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 19.79 = (0.68 X 0.970 X 29.99 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (139 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (72 CFM), Construction: Average C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 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 2.05 1,627 3,339 15,949 8,676 24,625 51,838 599 686 686 System 1 2.05 1,627 3,339 15,949 8,676 24,625 51,838 599 686 686 10x14 Ventilation 1,298 3,760 5,058 7,057 190 190 190 Zone 1 3,339 14,651 4,916 19,567 44,781 599 686 686 10x14 1-Basement 1,130 2,608 1,422 4,030 11,807 158 122 122 2--5 2-Main Level 1,130 6,039 2,032 8,071 17,234 231 283 283 3--6 3-2nd Story 1,079 6,004 1,462 7,466 15,740 211 281 281 3--6 C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 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 Reg Size System 1 Supply Runouts Zone 1 1-Basement Built-In 0 750 0.01 0.1 448 158 122 122 2--5 2-Main Level Built-In 0 750 0.01 0.1 480.3 231 283 283 3--6 3-2nd Story Built-In 0 750 0.01 0.1 477.5 211 281 281 3--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 706 599 686 686 10x14 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:599 Cooling Flow:686 C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Gls-Marvin: Glazing-Window, U-value 0.3, SHGC 0.34 350.7 9,154 0 5,513 5,513 11D: Door-Wood - Solid Core, U-value 0.39 41.1 1,395 0 433 433 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 689.1 3,013 0 5 5 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2452.2 13,865 0 2,599 2,599 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 1079.4 1,878 0 1,101 1,101 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 953.4 2,240 0 0 0 21A-24: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide, U-value 0.025 138.6 301 0 0 0 Subtotals for structure:31,846 0 9,651 9,651 People:5 1,000 1,150 2,150 Equipment:2,500 1,500 4,000 Lighting:200 682 682 Ductwork:0 0 0 0 Infiltration: Winter CFM: 139, Summer CFM: 72 12,935 1,416 1,221 2,637 Ventilation: Winter CFM: 190, Summer CFM: 190 7,057 3,760 1,298 5,058 Exhaust: Winter CFM: 190, Summer CFM: 190 AED Excursion:0 0 447 447 Total Building Load Totals:51,838 8,676 15,949 24,625 Check Figures Total Building Supply CFM:686 CFM Per Square ft.:0.206 Square ft. of Room Area:3,339 Square ft. Per Ton:1,627 Volume (ft³):22,590 Building Loads Total Heating Required Including Ventilation Air:51,838 Btuh 51.838 MBH Total Sensible Gain:15,949 Btuh 65 % Total Latent Gain:8,676 Btuh 35 % Total Cooling Required Including Ventilation Air:24,625 Btuh 2.05 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 2.50, 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. C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 7 Building Pie Chart Building Loss 51,838 Btuh Floor 5%Roof 4% Wall 33% Glass 18% Door 3% Infiltration 25% Ventilation 14% Building Gain 24,625 Btuh Roof 4% Wall 11% Glass 22% Door 2% People 9%Equipment 16% Lighting 3% Infiltration 11% Ventilation 21% AED Excursion 2% C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 8 Detailed Room Loads - Room 1 - Basement (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:26.9 ft.System Number:1 Room Width:42.0 ft.Zone Number:1 Area:1,129.8 sq.ft.Supply Air:122 CFM Ceiling Height:8.1 ft.Supply Air Changes:0.8 AC/hr Volume:9,132 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:50 CFM Runout Air:61 CFM Percent of Supply.:41 % Runout Duct Size:5 in.Actual Summer Vent.:34 CFM Runout Air Velocity:448 ft./min.Percent of Supply:28 % Runout Air Velocity:448 ft./min.Actual Winter Infil.:22 CFM Actual Loss:0.163 in.wg./100 ft.Actual Summer Infil.:11 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 42 X 8.1 - Abv. grade U-value 0.083 339.5 0.050 4.4 1,487 0.0 0 3 S -Wall-12F-0sw 42 X 8.1 254.5 0.065 5.7 1,439 1.1 0 270 E -Wall-15B0-10sf-8 20 X 8 - Abv. grade U-value 0.083 160 0.050 4.4 696 0.0 0 0 E -Wall-15B0-10sf-8 8 X 3.5 - Abv. grade U-value 0.083 28 0.050 4.4 122 0.0 0 0 E -Wall-12F-0sw 8 X 4.6 36.7 0.065 5.7 207 1.1 0 39 W -Wall-12F-0sw 8 X 4.6 36.7 0.065 5.7 207 1.1 0 39 W -Wall-12F-0sw 8 X 3.5 28 0.065 5.7 158 1.1 0 30 W -Wall-15B0-10sf-8 20 X 8.1 - Abv. grade U-value 0.083 161.7 0.050 4.4 708 0.0 0 2 S -Gls-Gls-Marvin shgc-0.34 0%S 20 0.300 26.1 522 20.3 0 406 S -Gls-Gls-Marvin shgc-0.34 0%S 41 0.300 26.1 1,070 20.3 0 831 S -Gls-Gls-Marvin shgc-0.34 0%S 24 0.300 26.1 626 20.3 0 487 Floor-21A-20 42 X 22.7 953.4 0.027 2.3 2,240 0.0 0 0 Floor-21A-24 42 X 3.3 138.6 0.025 2.2 301 0.0 0 0 Subtotals for Structure:9,783 0 2,107 Infil.: Win.: 21.8, Sum.: 11.2 446 4.540 2,024 0.428 222 191 AED Excursion:80 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,000 0 Room Totals:11,807 1,422 2,608 Equipment Cooling Loads Item Name Cont. Output Sens. Btuh Cont. Output Lat. Btuh Avg. In-Use Output Pct Used /Hour Sens. Load Btuh Lat. Load Btuh equipment 0 1000 100 100 0 1000 Total 0 1000 C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 9 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:26.9 ft.System Number:1 Room Width:42.0 ft.Zone Number:1 Area:1,129.8 sq.ft.Supply Air:283 CFM Ceiling Height:9.1 ft.Supply Air Changes:1.7 AC/hr Volume:10,262 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:73 CFM Runout Air:94 CFM Percent of Supply.:26 % Runout Duct Size:6 in.Actual Summer Vent.:78 CFM Runout Air Velocity:480 ft./min.Percent of Supply:28 % Runout Air Velocity:480 ft./min.Actual Winter Infil.:62 CFM Actual Loss:0.145 in.wg./100 ft.Actual Summer Infil.:32 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 42 X 9.1 254.5 0.065 5.7 1,439 1.1 0 270 S -Wall-12F-0sw 42 X 9.1 315.4 0.065 5.7 1,783 1.1 0 334 E -Wall-12F-0sw 28 X 9.1 254.3 0.065 5.7 1,438 1.1 0 269 W -Wall-12F-0sw 28 X 9.1 254.3 0.065 5.7 1,438 1.1 0 269 S -Door-11D 3.5 X 6.7 23.3 0.390 33.9 792 10.5 0 246 S -Door-11D 2.7 X 6.7 17.8 0.390 33.9 603 10.5 0 187 N -Gls-Gls-Marvin shgc-0.34 100%S 16 0.300 26.1 418 11.3 0 180 N -Gls-Gls-Marvin shgc-0.34 100%S 41 0.300 26.1 1,070 11.2 0 461 N -Gls-Gls-Marvin shgc-0.34 100%S (2) 36 0.300 26.1 940 11.2 0 404 N -Gls-Gls-Marvin shgc-0.34 100%S 24 0.300 26.1 626 11.3 0 270 N -Gls-Gls-Marvin shgc-0.34 100%S 10 0.300 26.1 261 11.2 0 112 S -Gls-Gls-Marvin shgc-0.34 0%S 25 0.300 26.1 653 20.3 0 507 Subtotals for Structure:11,461 0 3,509 Infil.: Win.: 62.2, Sum.: 31.9 1,272 4.540 5,773 0.429 632 545 AED Excursion:184 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 1,000 Lighting:100 341 Room Totals:17,234 2,032 6,039 Equipment Cooling Loads Item Name Cont. Output Sens. Btuh Cont. Output Lat. Btuh Avg. In-Use Output Pct Used /Hour Sens. Load Btuh Lat. Load Btuh equipment 1000 1000 100 100 1000 1000 Total 1000 1000 C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 10 Detailed Room Loads - Room 3 - 2nd Story (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:25.7 ft.System Number:1 Room Width:42.0 ft.Zone Number:1 Area:1,079.4 sq.ft.Supply Air:281 CFM Ceiling Height:8.1 ft.Supply Air Changes:1.9 AC/hr Volume:8,725 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:67 CFM Runout Air:94 CFM Percent of Supply.:24 % Runout Duct Size:6 in.Actual Summer Vent.:78 CFM Runout Air Velocity:478 ft./min.Percent of Supply:28 % Runout Air Velocity:478 ft./min.Actual Winter Infil.:55 CFM Actual Loss:0.143 in.wg./100 ft.Actual Summer Infil.:28 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 42 X 8.1 271.5 0.065 5.7 1,535 1.1 0 288 S -Wall-12F-0sw 42 X 8.1 303.7 0.065 5.7 1,718 1.1 0 322 E -Wall-12F-0sw 28 X 8.1 226.3 0.065 5.7 1,280 1.1 0 240 W -Wall-12F-0sw 28 X 8.1 216.3 0.065 5.7 1,223 1.1 0 229 N -Gls-Gls-Marvin shgc-0.34 100%S (2) 48 0.300 26.1 1,252 11.3 0 540 N -Gls-Gls-Marvin shgc-0.34 100%S 20 0.300 26.1 522 11.3 0 225 S -Gls-Gls-Marvin shgc-0.34 0%S 8.8 0.300 26.1 228 20.2 0 177 S -Gls-Gls-Marvin shgc-0.34 0%S 27 0.300 26.1 705 20.3 0 547 W -Gls-Gls-Marvin shgc-0.34 0%S 10 0.300 26.1 261 36.6 0 366 UP-Ceil-16B-50 25.7 X 42 1079.4 0.020 1.7 1,878 1.0 0 1,101 Subtotals for Structure:10,602 0 4,035 Infil.: Win.: 55.3, Sum.: 28.4 1,132 4.540 5,138 0.429 562 485 AED Excursion:183 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 500 Lighting:100 341 Room Totals:15,740 1,462 6,004 Equipment Cooling Loads Item Name Cont. Output Sens. Btuh Cont. Output Lat. Btuh Avg. In-Use Output Pct Used /Hour Sens. Load Btuh Lat. Load Btuh equipment 500 500 100 100 500 500 Total 500 500 C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. West Metro Mechanical Inc.17964 Headwaters Dr., Lakeville Green Isle, MN 55338-2007 Page 11 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 1,130 11,807 158 2-5 448 2,608 1,422 122 122 2 Main Level 1,130 17,234 231 3-6 480 6,039 2,032 283 283 3 2nd Story 1,079 15,740 211 3-6 478 6,004 1,462 281 281 Ventilation 7,057 1,298 3,760 System 1 total 3,339 51,838 599 15,949 8,676 686 686 System 1 Main Trunk Size:10x14 in. Velocity:706 ft./min Loss per 100 ft.:0.090 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.05 65% / 35%15,949 8,676 24,625 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 C:\ ...\Keyland Plan # 2611-11.r10 Friday, July 26, 2024, 5:28 AM 10/8/24 X PM