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LA203676 - 19275 Iteri Ave Permit Pack
1" Water Meter RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044 Griffith Residence19275 Iteri AvenueLakeville, mn 55044Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/01/2022dmathewsWater Pipe Sizing*1" Water Service and Meter*1" Water Heater*1-1/2" Water Softener*1-1/2" to First Fixture Branch Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044 Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044 7'-0" x 1'-4" CONC. FOOTING, TYP.2"WALLS RETAINING UNDER 8'-6" OFBACKFILL. INSTALL DRAIN TILE ANDBACKFILL, TYP.#4's HOR. @ 24" O.C., MIN.ADD (1) #4's CONT. AT TOP, MIN.4" CONC. SLAB, SEE PLAN.T/ WALLSEE PLAN#6's VERT. @ 16" O.C., MIN.(5'-0" x 1'-0" HOOK)3'-8"3'-4"DETAIL - SPORT COURT RET. WALL1/2" = 1'-0"133"1'-4"9'-0" MAX 10" CONC. WALL W/ #4's VERT. @ 16" O.C.,MIN. ALIGN W/ BENT DOWELS BELOW,TYP. OFFSET TO OUTSIDE FACE, TYP.T/ SLABSEE PLAN6"MIN.CAPILLARY BREAKTYP. 2x6 STUD WALL,SEE PLAN.3"(7) #4's CONT. AND #6's TRANS. @ 16"O.C. ALIGN W/ VERT. REINF., TYP.(7) #4's CONT. AND #6's TRANS. @ 16"O.C. ALIGN W/ VERT. REINF., TYP.10"2x8 TREATED SILL PLATE W/ 1/2" DIA.x 10" LONG ANCHOR BOLTS @ 4'-0"O.C. W/ 2" x 2" x 1/8" THICK SQUAREWASHER, MIN.DETAIL - TYP. HALF FNDN. WALL1/2" = 1'-0"98" CONC. WALL W/ #5's @ 18" O.C.VERT. W/ 12" HOOK (OFFSET TOOUTSIDE FACE), MIN.32" x 10" CONC. FOOTING W/(3) #4's CONT., TYP.2"ALT. DIRECTION OF HOOK, TYP.4" REINF. CONC. SLAB PERGENERAL CONTRACTORCAPILARY BREAK, TYP.#4's @ 24" HOR., TYP.2x8 TREATED SILL PLATEADD (2) #4's CONT. AT TOP, TYP.1/2" DIA. x 10" LONG ANCHOR BOLTS@ 4'-0" O.C. W/ 2" x 2" x 1/8" THICKSQUARE WASHER, MIN.4'-0" MAX.6"MIN.2'-8"10"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. °°° °Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044FAN FAN(2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam SmokeSmokeCOSmokeCOSmoke(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)11-7/8 Versa-Lam(2)11-7/8 Versa-LamPOINT LOADS FROMHEADER ABOVE ON F15,AND F17. °°°°Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044(3)14" Versa-LamFANFAN(2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam (2)9-1/2 Versa-LamMust be UL listed fireplacewith clearances from otherstructures per its listing orunlisted fireplace needs to be25' away from the structure.(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam (2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam3-1/2" x 5-1/2"Versa-Lam3-1/2" x 5-1/2"Versa-Lam3-1/2" x 5-1/2" Versa-Lam5-1/4" x 5-1/4" Versa-Lam3-1/2" x 5-1/2"Versa-Lam3-1/2" x 5-1/2"Versa-LamOVERLAP1'-0" MIN.BUILDING CORNERHOLDDOWN, TYP.SIMPSON HDU4-SDS2.5SEE PLAN3" O.C. W/ 8D COMMON NAILS, TYP7/16" OSB - FASTEN TO STUDS @(2) 2x6's AT END OF SHEARWALLFOUNDATION, SEE PLAN#4 VERT. IN FNDN. WALL, ALIGN W/ HOLDOWN, TYP.2x6's @ 16" ON CENTER, MIN.2X TREATED SILL PLATEDETAIL - END GARAGE SHEAR WALLNONE14HEADER BRG.SIMPSON MSTC52 METAL STRAP ONON EACH SIDE OF WALL (OR EQUIV.)FASTEN OSB TO HEADER W/ 8DCOMMON NAILS @ 3" VERT. AND3" HOR., MIN.T/ WALL(3) 1/2" DIA. ANCHOR BOLTS, MIN.LVL HEADER BY OTHERS, SEE PLAN.FULLY BLOCK PANEL EDGES, TYP.(2) 11 7/8"LVL HEADER, MIN.PFHPFHPFHPFHPFHW3W3W3W3W3W3W3W3W3W3W3W3W3W3W3W1W1W1(2)11-7/8 Versa-LamR=17,504#.POST THRUR=16,091#.POST THRU TOP PLATES,OR USE TIMBERSTRANDTOP PLATES .(2)9-1/2 Versa-LamBMG - R=9474#, POST THRU OR: USETIMBERSTRAND OR SOUTHERN PINE NO.2OR BETTER TOP PLATES.NO HANGER, BMFDESIGNED WITHCANTILEVER.R=19,281#.POST THRU Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044 (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-LamTemper ifwithin 60"of floor.Temper ifwithin 60"of floor.SmokeCOSmokeSmokeSmokeSmokeSmokeCOSmokeCOFANFAN5-1/4" x 7" Versa-Lam3-1/2" x 5-1/2"Versa-Lam3-1/2" x 5-1/2"Versa-Lam-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(3)9-1/2 Versa-Lam3-1/2" x 5-1/2"Versa-Lam3-1/2" x 5-1/2"Versa-Lam Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044 ∅∅Drawn By:Document Date:Issued For:Checked By:Commission Number:Date:Project: Owner:These architectural plans are the property ofJohnson & Associates, Architects and areprotected by United States Copyright Law. Anyunauthorized use of these plans is strictlyprohibited.no part of of this plan may be reproduced orutilized in any form or by any means, electronic ormechanical, including photocopying and recordingwithout the permission in writing from Johnson &associates, Architects© Copyright 2021J o h n s o n &A s s o c i a t e s,A r c h i t e c t s8469 224th Street No.Forest Lake, Minnesota 55025Phone 651.248.1342e-mail Tjjarch@Comcast.NetI hearby certify that this plan, report,or specification was prepared by me orunder my direct supervision and that i ama duly registered architect under thelaws of the state of minnesotaRevision:Date:DateReg. No.Sheet No.Sheet Title:New Residence Steve & Andrea Griffith 9617 221th Street West Lakeville, Minnesota 55044 19275 Iteri Avenue, Lakeville, Minnesota 55044 CARPENTRYWHERE POSTS OCCUR ABOVE AND BELOW FLOORS, PROVIDE SOLIDBLOCKING WITHIN FLOOR SPACE AT LEAST EQUAL IN SIZE TO POSTABOVE. ALL POST LOADS SHALL BE CONTINUOUS TO FOUNDATIONLEVEL.FOUNDATION PLATES AND SILLS SHALL BE BOLTED TO THEFOUNDATION OR FOUNDATION WALL USING 1/2" DIA. A307 BOLTS WITH ANUT AND 2"x2" SQUARE WASHER AND A MINIMUM EMBEDMENT OF 7"INTO CONCRETE OR MASONRY. BOLTS SHALL BE SPACED AT NO MORETHAN 4'-0"o.c. THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE ANDSHALL NOT BE MORE THAN 12" OR LESS THAN 4" FROM THE ENDS OFTHE PIECE.WITH DOC/PS-20 GRADING AND INSPECTION REQUIREMENTS.1.2.3.5.7.MISC. BLKG., FURRING:STUDS, TRIMMERS:LINTELS, BEAMS:ALL DIMENSIONAL LUMBER SHALL BE GRADE STAMPED AND COMPLYPLATES:DIMENSIONAL LUMBERMODULUS OF ELASTICITY.1.B.2.E = 1,800,000 PSIFc (perp.) = 650 PSIFv = 285 PSIFb = 2400 PSIENGINEERED LUMBER9.ALLOW. COMPR. STR. PERP. TO GRAIN.ENGINEERED LUMBER (LVL) SHALL MEET THESE MINIMUM PROPERTIES:ALLOWABLE SHEAR STRENGTH.ALLOWABLE BENDING STRENGTH.HF, DF, SPF OR SYP STD. OR BETTER.HF, DF, SPF OR SYP NO. 2 OR BETTERHF, DF, SPF OR SYP, STUD GRADEHF, DF, SPF OR SYP NO. 2 OR BETTERDIMENSIONAL LUMBER SHALL MEET THESE MINIMUM GRADES U.N.O.:DESIGN AND CONSTRUCTION SHALL CONFORM TO AF&PA NDS.ALL ENGINEERED LUMBER SHALL BE SUPPLIED IN THE SIZES NOTED.MULTIPLE MEMBER WOOD BEAMS OR COLUMNS SHALL BE NAILEDTOGETHER WITH (3) ROWS OF 16d NAILS AT 12" oc OR 4 ROWS OF 16dNAILS AT 12" oc FOR 14", 16" AND 18" BEAMS, STAGGERED UNLESSNOTED OTHERWISE.10.11.COORDINATE LOCATION OF WALL STUDS AND SHEAR WALL TIEDOWNS WITH ANCHORS INSTALLED IN FOUNDATION WALLS.12.ALL STRUCTURAL WOOD FRAMING SHALL BE FASTENED ACCORDING TOIRC UNLESS MORE STRINGENT FASTENING IS SPECIFIED.WOOD LINTELS SHALL HAVE A FULL 1 1/2 INCH LENGTH OF BEARING ATEACH END UNLESS NOTED OTHERWISE.ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERSSHALL BE FRAMED WITH PREFABRICATED METAL JOIST HANGERS OFREQUIRED CAPACITY, MANUFACTURED BY SIMPSON OR EQUAL. ALLHANGERS IN CONTACT WITH TREATED LUMBER SHALL BE G185 HOTDIPPED GALVANIZED OR EQUAL.EXTERIOR WALLS AND LOAD BEARING WALLS SHALL BE 2x6's AT 16" ONCENTER, UNLESS NOTED OTHERWISE. INTERIOR WALLS SHALL BE 2x4'sAT 16" ON CENTER UNLESS NOTED OTHERWISE.13.4.ALL FOUNDATION SILLS OR PLATES THAT ARE IN CONTACT WITHCONCRETE OR MASONRY AND ALL WOOD THAT IS WITHIN 6" OFFINISHED GRADE OR EXPOSED TO THE ELEMENTS SHALL BE PRESSURETREATED.6.WOOD JOISTS, TRUSSES, ETC. SHALL BEAR THE FULL WIDTH OF THESUPPORTING MEMBER (STUD WALL, BEAM, ETC.) UNLESS NOTEDOTHERWISE.8.SOIL DESIGN NET ALLOWABLE BEARING CAPACITY IS ASSUMEDTO BE 2,000 PSF IN ACCORDANCE WITH THE IRC. NOTIFYENGINEER OF RECORD OF ANY POOR SOIL CONDITIONS. A SOIL'SREPORT BY A GEOTECHNICAL ENGINEER IS RECOMMENDED.MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OFBUILDING PERIMETER FOOTINGS SHALL BE 42".PER IRC AND ASCE 7SNOW LOAD:A.B.DESIGN LIVE LOADSBUILDING CODE1.C.1.2.WIND LOAD:1.4.3.2.CONSTRUCTION NOTES6.E.3.2.1.2020 MINNESTOA STATE RESIDENTIAL CODE (MSRC)PER IRC, 115 MPH (3 SEC. GUST), EXPOSURE BGENERAL DESIGN AND CONSTRUCTION NOTESFOOTINGS , SLABS AND FOUNDATIONS9.W/CMAX.--AGGR.MAX.01 1/2"3/4"ENTR.AIR (%)6 ± 1.560,00060,000ASTMFY (PSI)A615A6153"-4"3"-5"5,0004,00028 DAYSf'c (PSI)FOOTINGS:WALLS:TIES & STIRRUPS:ALL BARS UNLESS NOTED OTHERWISE:SLUMP(INCHES)1.A.2.MATERIAL PROPERTIESCAST-IN-PLACE CONCRETEREINFORCING PROPERTIES:CONCRETE PROPERTIES:3.4.B.2.8.3.5.6.7.1.4.CONCRETE NOTESD.BOTH SIDES OF THE FOUNDATION WALLS SHALL BE BACKFILLEDSIMULTANEOUSLY SO AS TO PREVENT OVERTURNING ORLATERAL MOVEMENT OF THE WALLS.FOUNDATIONS SHALL BEAR ON UNDISTURBED, UNFROZENSUBGRADE, EXCEPT WHERE COMPACTED SUBGRADE ISOTHERWISE SPECIFIED.PROVIDE STANDARD 90 DEGREE HOOK DOWELS BETWEENFOUNDATIONS AND WALLS EQUAL TO THE SIZE AND SPACINGOF THE VERTICAL REINFORCING UNLESS SPECIFICALLY NOTEDOTHERWISE.ANY HOLES CUT IN NEW OR EXISTING CONSTRUCTION THATARE NOT DETAILED ON THE STRUCTURAL DRAWINGS SHALL BEREVIEWED WITH THE STRUCTURAL ENGINEER. COORDINATEALL HOLES AND PENETRATIONS WITH OTHER DISCIPLINES.THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHOREDDURING ERECTION AGAINST WIND AND ERECTION LOADS PERGENERAL CONTRACTOR. STRUCTURAL MEMBERS ARE DESIGNEDFOR IN-PLACE LOADS ONLY.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELYOF DISCREPANCIES FOUND BETWEEN CONSTRUCTIONDOCUMENTS AND ACTUAL FIELD CONDITIONS.MIX DESIGNS SHALL INCORPORATE ADMIXTURES AS APPROPRIATEFOR ENVIRONMENTAL CONDITIONS.LAP ALL SPLICES 48 BAR DIAMETERS MINIMUM UNLESS NOTEDOTHERWISE OR REQUIRED PER ACI 318.ALL CONCRETE SHOWN SHALL BE REINFORCED. PLANS, SECTIONS ANDDETAILS SHOWN WITHOUT REINFORCEMENT ARE INTENDED TO SHOWDIMENSIONS AND DETAILS OF CONSTRUCTION ONLY. REINFORCEMENTOF THESE SECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THEDETAILS SHOWING REINFORCEMENT.CONSOLIDATE ALL CONCRETE WALLS BY VIBRATING.PROVIDE SUPPORTS AND SPACERS FOR ALL REINFORCING.PROVIDE LAP SPLICES AT ALL CORNERS AND INTERSECTIONS, SAMESIZE AND SPACING AS HORIZONTAL REINFORCING.PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CONCRETE STOOP EDGES.CONCRETE CLEAR COVER OVER REINFORCING STEEL SHALL MEET THEREQUIREMENTS OF ACI 318. CONCRETE REINFORCEMENT SHALL BEPLACED ACCORDING TO THE CRSI "RECOMMENDED PRACTICE FORPLACING REINFORCING BARS".PERFORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 318.IF CONCRETE SUPPORT BLOCKS ARE USED, THEIR STRENGTH SHALL BEEQUAL TO OR GREATER THAN THAT OF THE CONCRETE BEING PLACED.CHAIRS AND BOLSTERS SHALL BE PLASTIC OR EPOXY COATED.REQUIRED INSPECTIONS AND SUBMITTALS PER MSRC OR ASREQUESTED BY THE BUILDING OFFICIAL.SPECIAL INSPECTIONS AND TESTING-3/4"6 ± 1.53"-4"4,000SLABS, SIDEWALKS:5.REMOVE ALL TOP SOIL, UNCOMPACTED FILL OR OTHER POORSOIL FROM THE CONSTRUCTION AREA.4.IN THE CASE OF HOT OR COLD WEATHER CONSTRUCTION, THEGUIDELINES SET PER THE BUILDING CODE SHOULD BEFOLLOWED.65,000A185WELDED WIRE FABRIC (SMOOTH, SHEETS):60,000A706WELDABLE REINFORCEMENT:A775EPOXY COATING:1.5 LB / CY (MIN)POLYPROPYLENE FIBERS, FIBERMESH OR EQUAL:10.SEE ARCHITECTURAL PLANS FOR DEPRESSED OR SLOPED AREASIN FLOORS.11.PROVIDE FIBERMESH REINFORCEMENT FOR ALL SLABS ON GRADE,U.N.O. OPTION TO USE WWF. ALL LAPS IN WWF SHALL BE ONEMESH PLUS TWO INCHES AT SPLICES. OR OPTION TO USE #3BARS AT 18" O.C. EACH WAY.12.CONCRETE SLABS ON GRADE SHALL BE PLACED ON A 4"COMPACTED GRANULAR FILL, U.N.O.STRUCTURAL GENERAL NOTES7.GRANULAR FILL BELOW SLABS SHALL BE COMPACTED PERGENERAL CONTRACTOR.13.MAXIMUM SPACING FOR CONTROL JOINTS IN SLABS ON GRADESHALL BE 15'-0", U.N.O. ZIP STRIPS BY GENERAL CONTRACTOR.14.PROVIDE ISOLATION JOINTS AROUND COLUMNS AT SLAB ON GRADE.15.PROVIDE EXTRA REINFORCING ON EACH FACE AROUND ALLOPENINGS 24" OR LARGER IN ALL SLABS & WALLS EQUAL TO (2) #5BARS ON ALL FOUR SIDES AND EXTEND 2 FEET BEYOND OPENINGS.1.LIVE LOAD:3.PER IRC AND ASCE 7a. OPENINGS LESS THAN 4'-0" - 1 KING STUDWOOD LINTELS THAT TAKE OUT-OF-PLANE WIND LOADING SHALLPROVIDE THE FOLLOWING NUMBER OF KING STUDS UNLESS NOTEDOTHERWISE:b. OPENINGS 4'-0" TO 8'-0" - 2 KING STUDSc. OPENINGS 8'-0" TO 12'-0" - 3 KING STUDSd. OPENINGS GREATER THAN 12'-0" - AS NOTED ON DRAWINGS3.E = 1,800,000 PSIFc (perp.) = 650 PSIFv = 285 PSIFb = 2400 PSIENGINEERED LUMBER (PSL) SHALL MEET THESE MINIMUM PROPERTIES:4.ALL EXTERIOR ENGINEERED LUMBER EXPOSED TO THE ELEMENTSSHALL BE PRESSURE TREATED, TYPICAL.MODULUS OF ELASTICITY.ALLOW. COMPR. STR. PERP. TO GRAIN.ALLOWABLE SHEAR STRENGTH.ALLOWABLE BENDING STRENGTH.D.1.2.WOOD STRUCTURAL PANELSWOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTSFOR ITS TYPE IN DOC/PS-1 OR DOC/PS-2. EACH PANEL SHALL BEIDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF ANAPPROVED TESTING AND GRADING AGENCY.WALL SHEATHING SHALL BE 7/16" APA RATED PANELS.a.PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BECONTINUOUS OVER TWO OR MORE SPANS AND LONG DIMENSION OFPANEL SHALL BE EITHER PERPENDICULAR OR PARALLEL TO SUPPORTS.b.FASTEN WALL SHEATHING WITH 8d NAILS SPACED AT 6" ON CENTER ATSUPPORT EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS.LEAVE 1/8" GAP AT ALL END AND EDGE JOINTS TO ALLOW FOREXPANSION.c.REFER TO PLAN AND NOTES FOR ANY SPECIAL SHEAR WALL NAILINGCONDITIONS. ALL SHEATHING SHALL BE FULLY BLOCKED, UNLESSNOTED OTHERWISE.3.GYPSUM WALL SHEATHING SHALL BE A MINIMUM OF 1/2" FASTENEDWITH 6d COOLER OR WALLBOARD NAILS AT 12" ON CENTER TO ALLFRAMING MEMBERS UNLESS NOTED OTHERWISE.4.ROOF SHEATHING SHALL BE 15/32" APA RATED PANELS.a.A MINIMUM OF 32/16 SPAN RATING IS RECOMMENDED.b.PROVIDE PANEL CLIPS, ONE BETWEEN EACH SUPPORT, FOR SUPPORTSSPACED GREATER THAN 16" ON CENTER.c.PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BECONTINUOUS OVER TWO OR MORE SPANS AND LONG DIMENSION OFPANEL SHALL BE EITHER PERPENDICULAR OR PARALLEL TO SUPPORTS.d.FASTEN ROOF SHEATHING WITH 8d NAILS SPACED AT 6" ON CENTER ATSUPPORT EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS.LEAVE 1/8" GAP AT ALL END AND EDGE JOINTS TO ALLOW FOREXPANSION - STAGGER END JOINTS OF PANELS.5.FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE APA RATED PANELS.a.PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS AND LONGDIMENSION OF PANEL SHALL BE EITHER PERPENDICULAR OR PARALLELTO SUPPORTS.b.FASTEN FLOOR SHEATHING WITH 8d NAILS OR SPACED AT 6" ONCENTER AT SUPPORT EDGES AND 12" ON CENTER AT INTERMEDIATESUPPORTS.6.NAIL SIZE AND PATTERN SHALL BE PER IRC UNLESS NOTED OTHERWISE.* USE 6% ± 1.5% ENTRAINED AIR IF EXTERIOR CONCRETE.A.1.WOOD TRUSSES (SIM. FOR I-JOISTS)L/480.L/360.2.3.5.6.FLOOR LIVE LOAD:ROOF LIVE LOAD:DEFLECTION LIMITS:C.THE DESIGN AND FABRICATION OF ALL TRUSSES SHALL CONFORM TOANSI/TPI 1 AND AF&PA NDS.FURNISH AND INSTALL ALL BRIDGING, END WALL BRACING, TRUSS TOBEAM CONNECTIONS, HEADERS AND BOTTOM CHORD EXTENSIONS,ETC. AS NECESSARY TO PROVIDE A COMPLETE INSTALLATION.TEMPORARILY BRACE TRUSSES IN ACCORDANCE TO MANUFACTURER'SRECOMMENDATIONS AND/OR TRUSS PLATE INSTITUTE HIB-91.TRUSSES SHALL NOT BE CUT, NOTCHED, DRILLED OR OTHERWISEALTERED WITHOUT WRITTEN APPROVAL FROM A REGISTERED DESIGNPROFESSIONAL.4.PLACEMENT OF MECHANICAL UNITS AND/OR HANGERS SUPPORTED BYTRUSSES IS SUBJECT TO THE APPROVAL OF A STRUCTURAL ENGINEER.8.TRUSS MANUFACTURER SHALL PROVIDE A TRUSS LAYOUT ANDCERTIFIED TRUSS DRAWINGS PRIOR TO THE BEGINNING OFCONSTRUCTION.9.SPACING OF ROOF TRUSSES SHALL NOT EXCEED 2'-0" ON CENTER AND19.2" FOR FLOOR TRUSSES.10.PROVIDE METAL FRAMING ANCHORS AT TRUSS BEARING TOMECHANICALLY FASTEN THE TRUSS TO THE BEARING WALL ORSUPPORTING MEMBER PER TRUSS MANUFACTURER.11.TRUSS MANUFACTURER TO SPECIFY IF ROOF SHEATHING NEEDS TO BEAPPLIED BEFORE PLACING "OVER-FRAMING".7.TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO BRACE TOP OFFOUNDATION WALL, TYP. WORKING LOAD AT TOP OF WALL = 600 PLF.12.TRUSS MANUFACTURER TO ACCOMMODATE FOR ADDITIONAL DEADLOAD SUCH AS TILE FLOORS, KITCHEN ISLANDS, FIRE PLACES, ETC.SEE ARCH. PLANS AND COORDINATE WITH GENERAL CONTRACTOR.A.d.OPTION TO FASTEN WALL SHEATHING WITH 15GA x 1-3/4 GLAV. STAPLESSPACED AT 3" ON CENTER AT SUPPORT EDGES AND 6" ON CENTER ATINTERMEDIATE SUPPORTS (OR EQUAL), MIN. FOR MINIMUM WALLFASTENING AS CALLED OUT IN SECTION "b" ABOVE. TIGHTER SPACINGREQUIREMENTS THAN 6/12 SHALL BE NAILS AS CALLED OUT ON THE PLANS.Derek O Phillips47507DATE:REG. NO.:SIGNATURE:PRINTED NAME:I HEREBY CERTIFY that this plan, specificationor report was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of the Stateof Minnesota.S1STRUCTURAL NOTES PROJECT NUMBER:ISSUE DATE:DRAWN BY:COPYRIGHT:DOPSAFE HAVEN SEPERMITNO.DESCRIPTIONDATEPHASE:FILE:CLIENT:STRUCTURAL ENGINEERING Minneapolis, MN www.SafeHavenSE.com9617 221ST STREET WEST LAKEVILLE, MN GRIFFITH RESIDENCE 6/9/22223326/9/2222332_Griffith_S1.dwg DETAIL - TYP. STEP FTG.NO SCALE2S = 2'-0" MAX.NOTE:SEE PLANFOR DEPTH213" MIN. TYP.CONTINUOUS FOOTING REINFORCEMENTD S 2SDD NOTE:SLAB JOINTS SHALL BE CUT INGREEN CONC. WITHIN 24 HOURS1.2.SPACE CONTROL JOINTS @CONTROL JOINT (CJ)CONSTRUCTION JOINT (CSTJ)"T"1" MIN.1/8" TYP."T"XXXXCONTINUOUS THRU JOINT)REINF. SEE PLAN (REINF. IS NOTCONTINUOUS THRU JOINT)REINF. SEE PLAN (REINF. IS NOTAPPLIED JOINT FILLER.ALL JOINTS FILLED W/ COLDEXTERIOR SLABS: TOOLED JOINT.INTERIOR SLABS: SAWCUT JOINTTOOLED JOINT. ALL JOINTSW FILLEDKEYWAY OR ENGINEER APPROVEDPREMOULDED JOINT MATERIAL15'-0" O.C. MAX. U.N.O.AFTER POUR.W/ COLD APPLIED JOINT FILLER.XXXXDETAIL - CONSTRUCTION JOINTNO SCALE1ADD (1) #4 CONT., TYP.2x8 TREATED SILL PLATEMETAL CONNECTOR BY TRUSSSUPPLIER, TYP.2x6 RIBBON20" FLOOR TRUSSES BY TRUSSMFGR., SEE PLAN.8" CONC. WALL W/ #5's VERT. @ 18"O.C. (OFFSET TO INSIDE FACE), W/FTG. DOWELS TO MATCH, TYP.CONC. STRIP FOOTING,SEE PLAN.2"4" REINF. CONC. SLAB PER G.C.2" RIGID INSULATION, SEE ARCH#4's @ 24" HOR., TYP.DETAIL - BASEMENT FNDN. WALL1/2" = 1'-0"113/4" T&G DECKING, TYP.T/ DECKTYP. 2x6 STUD WALL1/2" DIA. ANCHOR BOLTS @ 3'-0" O.C.W/ 2" x 2" x 1/8" THICK SQUAREWASHER, MIN.9'-0"6" MIN.WALLS RETAINING UP TO 7'-6" OFBACKFILL. INSTALL DRAIN TILE ANDBACKFILL W/ GRANULAR FILL, TYP.T/ SLABXXXXMETAL CONN. @ BASEREINFORCED CONCRETEFLOOR SLAB, SEE PLAN.DETAIL - FTG. @ WOOD POST1/2" = 1'-0"WOOD POST, SEE PLAN75 1/2" x 5 1/2" CONC. PIER(MATCH POST SIZE, MIN.)4" COMPACTED GRAVEL, MIN.CAPILLARY BREAKCONC. PADFOOTING,SEE PLAN.2" RIGID INSULATION, SEE ARCHT/ SLABDETAIL - TYP. HALF FNDN. WALL1/2" = 1'-0"98" CONC. WALL W/ #5's @ 18" O.C.VERT. W/ 12" HOOK (OFFSET TOOUTSIDE FACE), MIN.32" x 10" CONC. FOOTING W/(3) #4's CONT., TYP.2"ALT. DIRECTION OF HOOK, TYP.4" REINF. CONC. SLAB PERGENERAL CONTRACTORCAPILARY BREAK, TYP.#4's @ 24" HOR., TYP.2x8 TREATED SILL PLATEADD (2) #4's CONT. AT TOP, TYP.1/2" DIA. x 10" LONG ANCHOR BOLTS@ 4'-0" O.C. W/ 2" x 2" x 1/8" THICKSQUARE WASHER, MIN.4'-0" MAX. 6" MIN.2'-8"10"T/ SLABXXXXREINFORCED CONCRETEFLOOR SLAB PER G.C.DETAIL - TYP. BRG. WALL FTG.1/2" = 1'-0"64" COMPACTED GRAVEL, MIN.1/2" DIA. ANCHOR BOLTS@ 4'-0" O.C., MIN. (OR EQ.)2x6 (2x4) STUD WALL, SEE PLAN.TREATED 2x6 (2x4) SILL PLATE1/2" EXP. MATERIAL, TYP.CONC. STRIP FTG.,SEE PLAN.OVERLAP 1'-0" MIN.BUILDING CORNERHOLDDOWN, TYP.SIMPSON HDU4-SDS2.5SEE PLAN3" O.C. W/ 8D COMMON NAILS, TYP7/16" OSB - FASTEN TO STUDS @(2) 2x6's AT END OF SHEARWALLFOUNDATION, SEE PLAN#4 VERT. IN FNDN. WALL, ALIGN W/ HOLDOWN, TYP.2x6's @ 16" ON CENTER, MIN.2X TREATED SILL PLATEDETAIL - END GARAGE SHEAR WALLNONE14HEADER BRG.SIMPSON MSTC52 METAL STRAP ONON EACH SIDE OF WALL (OR EQUIV.)FASTEN OSB TO HEADER W/ 8DCOMMON NAILS @ 3" VERT. AND3" HOR., MIN.T/ WALL(3) 1/2" DIA. ANCHOR BOLTS, MIN.LVL HEADER BY OTHERS, SEE PLAN.FULLY BLOCK PANEL EDGES, TYP.10NON TRUSS BEARING DETAIL - TYP. FOUNDATION WALLNO SCALE6" MIN.2x8 TREATED SILL PLATEPROVIDE TRUSS BLOCKING AT ANCHORBOLT LOCATIONS, TYP.FLOOR TRUSSES BY MFGR., TYP.3/4" T&G DECKING, TYP.T/ DECKTYP. 2x6 STUD WALL, SEE PLAN.1/2" DIA. ANCHOR BOLTS @ 3'-0" O.C.W/ 2" x 2" x 1/8" THICK SQUAREWASHER, MIN.2x4 LADDER TRUSSREINF. FNDN. WALL, TYP.2x4 GABLE TRUSS. PROVIDESOLID BLOCKING AT POINTLOAD LOCATIONS, TYP.2" RIGID INSULATION, TYP.5 1/2" (3 1/2") WIDE CONC.WALL, TYP.8" CONC. WALL W/ #4's VERT. @ 3'-0"O.C. AND #4's HOR. @ 2'-0" O.C., MIN.4" REINF. CONC. SLAB PERGENERAL CONTRACTORADD (1) #4 CONT. AT TOP OF 6"STEM WALL, TYP.2x6 TREATED SILL PLATE1/2" DIA. x 10" LONG ANCHOR BOLTS@ 4'-0" O.C. W/ 2" x 2" x 1/8" THICKSQUARE WASHER, MIN.AT GARAGEDETAIL - TYP. FNDN. WALL1/2" = 1'-0"82x6 STUD WALL @ 16" O.C., TYP.4'-0"CONC. STRIP FTG.,SEE PLAN.1/2" EXP. MATERIAL, TYP.2" LIP, COORD. W/ ARCH.(2) 11 7/8"LVL HEADER, MIN.7'-0" x 1'-4" CONC. FOOTING, TYP.2"WALLS RETAINING UNDER 8'-6" OFBACKFILL. INSTALL DRAIN TILE ANDBACKFILL, TYP.#4's HOR. @ 24" O.C., MIN.ADD (1) #4's CONT. AT TOP, MIN.4" CONC. SLAB, SEE PLAN.T/ WALLSEE PLAN#6's VERT. @ 16" O.C., MIN.(5'-0" x 1'-0" HOOK)3'-8"3'-4"DETAIL - SPORT COURT RET. WALL1/2" = 1'-0"133" 1'-4"9'-0" MAX 10" CONC. WALL W/ #4's VERT. @ 16" O.C.,MIN. ALIGN W/ BENT DOWELS BELOW,TYP. OFFSET TO OUTSIDE FACE, TYP.T/ SLABSEE PLAN6" MIN.CAPILLARY BREAKTYP. 2x6 STUD WALL,SEE PLAN.3"(7) #4's CONT. AND #6's TRANS. @ 16"O.C. ALIGN W/ VERT. REINF., TYP.(7) #4's CONT. AND #6's TRANS. @ 16"O.C. ALIGN W/ VERT. REINF., TYP.10"2x8 TREATED SILL PLATE W/ 1/2" DIA.x 10" LONG ANCHOR BOLTS @ 4'-0"O.C. W/ 2" x 2" x 1/8" THICK SQUAREWASHER, MIN.12T/ DECK1'-5"DETAIL - BASEMENT FNDN. WALL1/2" = 1'-0"TREATED 2x8 BASE PLATE W/1/2" DIA. ANCHOR BOLTS @3'-0" O.C. W/ 2" x 2" x 1/8"THICK SQUARE WASHER, MIN.6" STEM WALL W/ (1) #4 CONT.@ TOP, TYP.20" FLOOR TRUSSES BY MFGR., TYP.9'-0"2"#4 HOOKS @ 2'-0" O.C.MATCH SPACING OFWALL REINF., TYP.2424ADD (1) #4 CONT. @ 4" LIP, TYP.4" REINF. CONC. SLAB PERGENERAL CONTRACTOR.SLOPE PER ARCH.1 1/2" XPS INSULATION10" CONC. WALL W/ #5's @ 18" O.C.VERT. (OFFSET TO INSIDE FACE),W/ FTG. DOWELS TO MATCH, TYP.4" REINF. CONC. SLAB PERGENERAL CONTRACTOR2" XPS INSULATION, TYP.#4's @ 24" HOR., TYP.T/ SLABCONC. STRIP FOOTING,SEE PLAN.DETAIL - TYP. CORNER JOINTNO SCALE4CORNER BARS SAME SIZEAND QUANTITIES AS HOR.REINF., LAP BARS 48 DIA. MIN.SEE PLAN FOR WALLSIZE AND REINF., TYP.ALIGN REINF. IN WALLS,TYP.DETAIL - TYP. T-INTERSECTIONNO SCALE5CORNER BARS SAME SIZEAND QUANTITIES AS HOR.REINF., LAP BARS 48 DIA. MIN.SEE PLAN FOR WALLSIZE AND REINF., TYP.ALIGN REINF. IN WALLS,TYP.1'-0" MIN.OPENING(1) #5 TOP & BOTT. IN SLABS(1) #5 EA. FACE IN WALLS2'-0"OPENING(1) #5 EACH FACE 10" TO 24" DIA OPENING(1) #6 EA. FACE IF LARGERPIPE SLEEVE, WALLPIPE OR OPENING3 0 B A R D I A IN WALL OR SLABDETAIL - TYP. CONC. OPENINGNO SCALE3Derek O Phillips47507DATE:REG. NO.:SIGNATURE:PRINTED NAME:I HEREBY CERTIFY that this plan, specificationor report was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of the Stateof Minnesota.S2STRUCTURAL DETAILS PROJECT NUMBER:ISSUE DATE:DRAWN BY:COPYRIGHT:DOPSAFE HAVEN SEPERMITNO.DESCRIPTIONDATEPHASE:FILE:CLIENT:STRUCTURAL ENGINEERING Minneapolis, MN www.SafeHavenSE.com6/9/229617 221ST STREET WEST LAKEVILLE, MN GRIFFITH RESIDENCE 223326/9/2222332_Griffith_S2.dwgBURDICK BUILDERS FLUSH 2-PLY 9.5" LVL HDR.POSTPOSTPOSTBEAM POCKETBEAM POCKETBEAM POCKETPOSTPOSTFLOOR TRUSSES TOP-CHORD BEAR ON TALLERWALLS SHOWN AS HATCHED.GIRDERS F14A AND F14B SUPPORT CULTURED STONE ONFACE OF FIREPLACE. POSITION GIRDERS 1/4" APARTAND DIRECTLY UNDER FRONT FIREPLACE WALL. THESETRUSSES BEAR ON 2X4 WALL WITH GANG OF STUDS ORCOLUMN(S) BUILT INTO WALL. THIS WALL TO LINE-UPWITH NRG/FURR WALL.***OPEN TO ABOVETOP CHORD DROPPED 1.5" ON F31 FORCURBLESS SHOWER.EXTEND RAISED (3") HEADERTHRU BEAM POCKET.GARAGE IS AT 22.5 DEGREESTO HOUSE.POINT LOADS FROMHEADER ABOVE ON F15,AND F17.POINT LOAD FROMPOST/ HEADERS ABOVEON F30G.F.P.F.P.WCWCPLUMBING WALLSHWRLOWER-LEVEL FLOOR TRUSSES:20" DEPTH, 19.2" O.C., U.N.O., L/480,DIMENSIONS IN FEET-INCHES-SIXTEENTHS,AND ARE FRAMING-TO-FRAMING.FOUNDATION HELD BACK 2" FOR FOAM.2X8 TREATED SILL PLATES.LAYOUT NOTES:DIMENSIONS FROM PERIMETER ARE FROM OUTSIDEFACE FRAMING.LEFT END OF TRUSSES, AS SHOWN ON INDIVIDUALTRUSS DRAWINGS, ARE DENOTED ON LAYOUT WITHA LITTLE TRIANGLE. THE LEFT END OF TRUSS HASALSO BEEN PAINTED.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBING LOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALL DARRELL @ 612-656-1646, OREMAIL: Darrell.Glowacki@timberroots.com.AFTER SETTING, TOP CHORD OF "F14B" GIRDER AND F15 MUSTBE CUT OVER INTERIOR BEARING. OTHERWISE FRONT END OFTRUSS WILL UPLIFT. REVIEW TRUSS DRAWING BEFORECUTTING.VERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYBM1DROPPED 2-PLY 11 7/8" LVL HDR. DROPPED 2-PLY 11 7/8" LVL HDR.2-PLY LVL DROPPED HDR.BM2, RAISED 3" 2-PLY 9.5" LVL HEADERDROPPED 4-PLY 9.5" LVL HEADER (BY OTHERS)F07F07F07F07F08F08F086F026F03F01F01F01F01F01F02F02F02F02F02F02F02F02F02F02F02F026F05B6F046F05F03F03F03F03F03F03F03F03F03F03F03F036F026F06F04F04F04F04F04F04F04F18F19F20F21F22F23F24F25F26F27F28F10F10F10F10F10F10F10F11F12F13F14BF15F16F16F16F17F30F30F30F30F30F30F31F31F33F33F33F33F33F34F34F34F34F34F34F34F34F09F03BF05F05F05F05F06F06F06F06F06F06F06F29F29F29F29F29F29F29F30G6F016F01F31F14A6F016F08F35E24-05-1424-00-0020-00-008-00-0076-05-142-00-00 2-00-0018-00-0022-00-0020-00-001-00-003-00-00 8-00-0076-05-1411-10-0410-01-11 6-00-0114-00-0012-00-0014-00-0010-00-0024-00-00102-00-0018-00-002-00-00 14-00-00 2-00-0024-00-006-00-00 6-00-00 6-00-00 8-00-0016-00-00102-00-006-06-002 6 -0 6 -01 4-00-006-00-0013-10-0016-02-0012-06-009-009-0012-03-0317-02-0023-09-023-07-081-02-035-01-082-01-0311-08-0011-005-03-0011-005-00-0015-02-121-05-155-08-009-06-121-06-001-05-071-05-071-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-05-071-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-038-00-008-00-0022-06-0826-05-088-00-00 8-00-008-00-008-00-008-00-00 8-00-008-00-008-00-00 3-06-0818-05-088-00-008-00-008-00-008-00-006-00-001-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-06-111-07-111-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-03-093-121-06-121-07-081-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-037-001-04-001-11-1510-111-07-031-07-031-07-031-07-041-07-031-04-141-00-111-09-081-07-031-07-041-07-031-07-011-07-051-07-031-04-121-09-111-07-031-07-031-07-031-07-041-07-031-07-031-07-111-06-111-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-038-00-0024-00-0020-00-0025-04-087-081-10-082-06-1020-01-0019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642RT - 1BURDICK BUILDERS3092487JOB #:SCALE:DRAWNBY:DATE:6/27/2022DARREL3/16" = 1'-0"GIFFITH RES.19275 ITERI AVE.LAKEVILLE, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.STRONGBACK DETAIL2x6 STRONGBACKNOTE:CONTINUOUS HORIZONTAL 2x6 STRONGBACKS(ON EDGE) AT APPROXIMATELY 10' SPACINGATTACHED TO EACH TRUSS WITH (3)10d NAILS2x6 STRONGBACK MAY BE LOCATED @ THEBOTTOM CHORD, TOP CHORD, OR CHASE(2) 3" WOOD SCREWSPER CHORD - NO VERTICALREQUIREDFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:Darrell @ 612-656-1646 4/12 VAULTVAULTFLATHATCHEDWALLSTOBE9-9-2TALL(8"TALLER)SOVAULTPLANEANDROOFPLANEOFFAMILY-DININGANDKITCHENAREBOTHTHESAME.8" BOXVAULTGARAGE AT 22.5 DEGREEANGLE TO HOUSE.2X4PURLINS<========>ROOF TRUSSES:4/12 PITCH, 14" HEELS, U.N.O., 3' O.H.DIMENSIONS ARE FRAMING-TO-FRAMING.35-10-10 LOADING. 24" O.C. SPACING, U.N.O.HAND FRAMESADDLE, 3/12+/-<====>"BACK-OFF" GIRDER "B04G" 1/2"FOR WALL SHEATHING.LADDER-FRAME<=====>LADDER-FRAME<=====>LADDER-FRAME<=====>OPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVEC15 SITSON WALL.R=4829#R=4829#HGUS48TJC57TOP OF 3-PLY 14" LVL BEAM AT 9-3-8 ABOVE SUBFLOOR(BOTTOM AT 8-1-8 ABOVE SUBFLOOR).0-2-6 FROM TOP OB BEAM TO TOP OF TOP PLATE.R=17,504#.POST THRUNO HANGER, BMFDESIGNED WITHCANTILEVER.R=10,802#BMF FLUSH 3-PLY 14" LVL, FURR TOP UP 1". CANT RIGHT.FLUSH 2-PLY 9.5" LVL (8-0-8 LONG).R=8086#R=6469#FLUSH 3-PLY 18" LVLHHUS410FLUSH 2-PLY 9.5" LVL (12-6-8 LONG).FLUSH 2-PLY 9.5" LVL (19-2-8 LONG).FLUSH 2-PLY 9.5" LVLFLUSH 3-PLY 9.5" LVLFLUSH 2-PLY 9.5" LVLFLUSH 2-PLY 11 7/8" LVLHGUS412R=6251#BMG - R=9474#, POST THRU OR: USETIMBERSTRAND OR SOUTHERN PINE NO.2OR BETTER TOP PLATES. FLUSH 2-PLY 18" LVL HEADER R=3545#R=9367#R=19,281#.POST THRUHHGU5.5-SDS H=18FLUSH 3-PLY 18" LVL FLUSH 3-PLY 18" LVL R=16,091#.POST THRU TOP PLATES,OR USE TIMBERSTRANDTOP PLATES.THJU26 ARE PROVIDED FORUPLIFT OF HIP CORNERS, TYP.START CONTINUOUS SUBFASCIAFROM CORNERS, TYP.R=3808#BALLOON FRAME STUDS TO BOTTOM CHORD2x4<===>OUTLOOKERS2x4<===>OUTLOOKERSWCWCWCWCSHWRSHWRSHWRTUBUPPER-LEVEL FLOOR TRUSSES:18" DEPTH, 19.2" O.C., U.N.O., L/480.DIMENSIONS IN FEET-INCHES-SIXTEENTHS,AND ARE FRAMING-TO-FRAMING.LAYOUT NOTES:DIMENSIONS FROM PERIMETER ARE FROM OUTSIDEFACE OF WALL FRAMING.LEFT END OF TRUSSES, AS SHOWN ON INDIVIDUALTRUSS DRAWINGS, ARE DENOTED ON LAYOUT WITHA LITTLE TRIANGLE. THE LEFT END OF TRUSS HASALSO BEEN PAINTED.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBING LOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALL DARRELL @ 612-656-1646, OREMAIL: Darrell.Glowacki@timberroots.com.VERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYVERIFYLOLOBMABMBBMEBMDBMMBMCBMFBMHBMG BMK....BMJBMLBMN 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 0 1 C06G C05 C04 C03 C0 2 J01J01J01J01J01J01J01J01J01J01J02J03J02J03J04 J04 J04 J04J05J05BJ05 J05J05C01 C01 C01 C01 C01 C01 C02 C07 C0 8 C 09 C10 C11 C1 2 C1 3 C14 D01 C15 J21J05D02 D03 D04BJ05B05 G05AG1THJU26THJU26LUS26THJU26LUS26THJU26LUS26LUS26THJU26 TH JU2 6 THASR29 THASR29 THASR29 THASR29 THASR29 THASR29 TJ C37 THJU26TJ C37 TJ C37 TJ C37LUS414LUS414 LUS414LUS414LUS414LUS414LUS414LUS414LUS414THAC422LUS26LUS26LUS26LUS26LUS24LUS24TJC57.LUS414LUS414MUS28MUS28SF20SF22SF23SF24SF25SF26SF27SF28SF29SF30SF31SF34 SF35SF 36 SF38SF39 SF4027-08-1013-06-013-03-0824-00-0020-00-008-00-0096-06-0216-10-011-10-031-04-012-00-00 2-00-0018-00-0022-00-0020-00-001-00-003-00-00 8-00-0096-06-0211-05-1240-07-138-05-1114-00-0012-00-0014-00-0010-00-0024-00-00134-07-0432-07-0418-00-002-00-00 14-00-00 2-00-0024-00-006-00-00 6-00-00 6-00-00 8-00-0016-00-00134-07-04102-00-006-06-003-06-0044-00-0030-00-0035-03-083-03-0824-00-0011-10-042 6-06-014-03-0811-0011-0011-0011-004-03-089-04-004-00-006-00-003-00-001-00-0018-05-086-11-001-00-003-00-002-00-122-00-121-07-048-00-001-11-042-00-002-00-002-00-121-11-042-00-002-00-002-00-009-121-04-042-00-002-00-001-10-121-02-002-00-001-11-042-00-125-11-041-11-045-11-045-11-042-00-0 0 2-00-0 0 2-00-0 0 2-00-00 2 -00-00 2 -00-00 2-00-00 2-00 -00 2-0 0-00 2-0 0-00 2-00-00 2-00-0 0 2-00-00 2 -00-00 2-00-00 2-00-00 2-00 -00 2-0 0-00 2-00-00 2-00-001-10-121-07-041-07-041-07-041-05-0724-00-0022-06-086-01-0810-08-121-10-021-10-025-11-041-11-041-11-041-11-042-00-002-00-002-00-002-00-001-09-022-00-002-00-002-00-002-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-041-06 -1 25-04 2-00-00 2-00-0 0 1-10-1220-00-008-122-02-00 2-02-002-02-00 2-02-00 2-02-002-00-108-00-008-00-008-00-008-00-00 4-00-008-00-00 8-00-008-00-00 8-00-008-00-00 8-00-006-00-004-00-001-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-038-1510-041-07-031-09-031-09-041-03-031-07-031-07-031-07-031-07-041-07-031-07-037-147-131-07-031-07-041-07-031-07-031-07-031-07-031-07-041-07-031-09-031-05-031-07-031-07-041-07-031-07-031-07-031-00-11 1-00-111-05-071-10-081-01-018-06-088-00-085-03-0011-005-00-0011-0011-0011-08-0011-006-02-001-04-131-07-031-07-041-07-031-09-031-05-0315-04-0012-06-009-009-0012-07-001-00-101-07-031-09-031-09-041-03-031-07-0311-067-131-07-031-07-041-07-031-07-031-07-031-07-031-07-041-04-117-095-0919401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642RT - 1BURDICK BUILERS3092503JOB #:SCALE:DRAWNBY:DATE:6/27/2022DARRELL1/8" = 1'-0"GRIFFITH RES.19275 ITERI AVE.LAKEVILLE, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.STRONGBACK DETAIL2x6 STRONGBACKNOTE:CONTINUOUS HORIZONTAL 2x6 STRONGBACKS(ON EDGE) AT APPROXIMATELY 10' SPACINGATTACHED TO EACH TRUSS WITH (3)10d NAILS2x6 STRONGBACK MAY BE LOCATED @ THEBOTTOM CHORD, TOP CHORD, OR CHASE(2) 3" WOOD SCREWSPER CHORD - NO VERTICALREQUIREDFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:Darrell @ 612-656-1646 12" BOXVAULT2x4 PURLINS<=====>2x4PURLINS<=====>2x4 PURLINS<=====>2x4PURLINS<=====>CANTLUS26LUS26R=4037#R=4604#ROOF TRUSSES:4/12 PITCH, 14" HEELS, U.N.O., 3' O.H.DIMENSIONS ARE FRAMING-TO-FRAMING.35-10-10 LOADING. 24" O.C. SPACING, U.N.O.THJU26 ARE PROVIDED FORUPLIFT OF HIP CORNERS, TYP.START CONTINUOUS SUBFASCIAFROM CORNERS, TYP.DIMENSIONS FROM PERIMETER AREFROM OUTSIDE FACE OF WALL FRAMING.DIMENSIONS IN FEET-INCHES-SIXTEENTHS.LEFT ENDS, AS SHOWN ONINDIVIDUAL TRUSS DRAWING, AREDENOTED WITH SMALL TRIANGLE ONLAYOUT. MAKE SURE UNSYMETRICALTRUSSES ARE SET CORRECTLY.LO1LO2LO3LO5LO4LO8LO8LO7LO6H05H08H07H06J01J01J02J03J02J03J04J04J04J04H04H03J01J01J01J01J01J01J01J05J05J18J19J20M02K03K02K01M06M05M04M03J01J01J01J01J10J02J03J04J04M01N07N06N05N04N03N02N01R06R05R04R03R02R01J09GH02H01H01J11J11J05J05J05J05J11J11S02T01GT02T03T04S01J16J16J16J16J01J01J01J01J01J01J01J17J03J02J03J04J04J04J04S03J01J01J15J14GJ03J02J04J04J05J05J05J05J13J12J12THJU26LUS26HHUS26-2MUS26HUS26MUS26THJU26THJU26THJU26HHUS26-2HUS26HUS26LUS26THJU26THJU26THJU26THJU26LUS26THJU26THJU26LUS26THJU26LUS26.LUS24.LUS243-00-00 4-00-0015-00-0027-00-0049-00-002-00-00 11-00-0031-00-004-00-0048-00-0018-00-0010-00-0014-00-0012-00-0014-00-0010-00-008-00-0086-00-0018-05-0867-06-0886-00-006-00-004-00-002-00-002-00-0011-04-1213-04-0816-00-003-00-001-00-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-005-11-045-11-047-00-001-11-041-11-042-00-002-00-002-00-002-00-002-00-001-06-002-00-00 2-00-00 2-00-00 2-00-00 2-00-001-06-001-06-001-11-041-11-041-11-041-11-041-11-042-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-001-06-002-00-002-00-002-00-002-00-002-00-002-00-001-06-001-06-001-11-042-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-009-101-11-041-11-042-00-002-00-00 2-00-00 2-00-009-1019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642RT - 1BURDICK BUILDERS3092508JOB #:SCALE:DRAWNBY:DATE:6/27/2022DARRELL1/4" = 1'-0"GRIFFITH19275 ITERI AVE.LAKEVILLE, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:Darrell @ 612-656-1646