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<br /> LATERAL BRAGIN6 NOTES SEAL STRUCTURAL NOTES GENERAL.STRUCTURAL.NOTES
<br /> THIS MODEL HAS BEEN ENGINEERED TO RESIST FOUNDATION •DESIGN 15 BASED ON 2015 MINNESOTA RESIDENTIAL CODE
<br /> LATERAL FORGES RESULTING FROM: (2012 INTERNATIONAL RESIDENTIAL C.ODE).
<br /> 115 MPH WIND SPEED,EXP.B PRESS
<br /> •FOOTING DESIGN-2A00 PSF ALLOWANCE SOIL BEAPRESSURE •WOOD FRAME ENGINEERING,IS BASED ON NDS,'NATIONAL DESIGN
<br /> (ASCE 1-10 WIND MAP,PER MRG R3012.I.0 BUILSPECIFICATION FOR WOOD CONSTRUCTION'-LATEST EDITION.
<br /> 15 ASSIfr- . DER/CONTRACTOR MMT VERIFY. •DESIGN LOADS:
<br /> RISK GAT.2 4 SEISMIC CAT.NB. •MINIMIM 26 DAY COMPRESSIVE STRENGTH OF CONCRETE ©AcyAgm HUXERN a KI1P
<br /> 90 MPH WIND IN 2015 MRG MAP
<br /> FOOTINGS SHALL BE 5,000 psi ROOF SNOW=35 P54'(50 P5F GROUND SNOW,TRUSSES) Structuralugn
<br /> Structural rany Inc.
<br /> .FOOTINGS MAY BE POURED PITH 3,000 I CONCRETE IF UVE•Zo PSF
<br /> APPROVED ADMIXTURE IS USED TO ACHIEVE A HATER AND DEAD•1 PTF TO, 10 B.G.
<br /> ENGINEERED DE516N WAS COMPLETED PER VAPOR RESISTANCE E(,LAVA E NT TO 5,000 pH CONCRETE LOAD DURATION FACTOR R=INS n m
<br /> z
<br /> 2012 IBC(SECTION 1609)4 ASCE 1-10, •FOUDATTON WALLS AHD FOOTING SIZES ARE BY OTHERS.IT 15 TIE FLOOR LIVE•40 PSF(30 PSF•5LE3s1N6 AREAS) -2 j
<br /> a
<br /> AS PERMITTED BY R301.13 OF THE 2015 MRC. BUILDERS RESPONSIBILITY TO PROVIDE LP-TO-DATE B4BI4 ED DEAD•10 P5F TL.,5 PBF B.C.(TRU cz.,) D m
<br /> FOUOATION DETAILS.CONTACT M4K AND BUILDER IF LATEST ADDU 10 P5F•CERAMIC TILE u
<br /> AGGORDIN6LY,THIS MODEL,AS DOCUMENTED AP
<br /> AND DETAILED HEREWITHIN,IS ADEQUATE TO DETA�ARE IN CONFLICT WITH ANY OF TIE INFORMATION IN TIE Y z
<br /> STRUCTURAL PLANS.INTERIOR PAD/COUSIN FOOT1N65 HAVE BEEN LATERAL SEE LATERAL BRACING NOTES
<br /> RESIST THE CODE REWIRED LATERAL DESI6IED BY M4K AS INDICATED ON TIE STRUCTURAL PLANS. `"' °
<br /> FORGES,AND DOES NOT NEED TO CONFORM SOIL 2000 PTF ASSUMED ALLOWABLE BEARING 'L u
<br /> TO THE PRESCRIPTIVE PROVISIONS OF R602.10. •FASTEN PL 2•4TE,12 SILL MAX.FRTESOM LO TED WITH A MwM1M Cl'2 ANCHORS P (To BE VERIFIED BY BUILDER) � Z
<br /> . -. PER PLATE,12' .FROM PLATE EDS.PROVIDE U2'DIA ANCHOR -
<br /> ... BOLTS ri/T MN.EMBEDMENT IN CONC RO. (ALT:Xi'DIA.x 6'LONG ._ It
<br /> $TMDARD EXTERIOR l SIEATNMN& 5111F/SON THD50600H TITER HD CONCRETE SCREW ANCHORS) IS€NERAL FRAMING 1 W x;
<br /> VEGIfICATIONS - SCE'2015 BAM TOP Cl'FIMDATION HALL SUPPORT GUIDE"FOR T
<br /> SPACINS AND ADDU CLIPS REWIRED •REFER TO IRC FASTBIIN6 SCHEDULE TABLE R60230)FOR Al 1,
<br /> •Y2" FIBERBOARD SHEATHING: •ALL LUMBER EXPOSED TO FEATHER OR IN CONTACT IW/PERIMETER CCT ' Ute' J
<br /> FASTEN SIEA71016 Id ad NA1S OR N SA Ire'LOOS STARES• FOUNDATION SHALL BE PRESERVATIVE TREATED SCUD t4 PINE s2. •ALL SPECIFIED NAILS SHALL HAVE TIE FOLLOWING MINIMIM 1P 3 a
<br /> 3 i
<br /> 3'oz.AT ALL PAIR EWES NO 6'R.N 71E PNB FIELD.
<br /> d
<br /> LLL SHEATHING SHAT PANEL EDGES SHALL OCCUR OVER WALLDIMEILNA5,L : H
<br /> FRAMING ROHBERS OR 2,HORIZONTAL BLOCKING SHALL BE •BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBILITY OF 6 8d MALSS: 2V LONG,0.131"1 SHANK,FILL HEAD
<br /> PROVIDED TO JRPORT PANEL EDGE AND FASTENERS, HARDWARE 1 FASTENERS IN CONTACT N/PRESERVATIVE-TREATED IOd NAILS: 3'LONG,0131.0 SHAW FULL HEAD
<br /> WOOD.CONTACT LUMBER 4 HARDWARE SUTLERS TO COORD. I2d NAILS: 3 Y LOIS,0131'0 SHAW FLU MEAD _
<br /> 05B SHEATHING, •FOOTENS5 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR Ibd NAILS: 3)4'LOIS,0131"0 SHANK,FULL HEAD
<br /> v (MERE NOTED ON PLAN52 15%COMPACTED FILL. T.
<br /> /(6'05B OR 1542'PLYWOOD: •EXT.t INT.BEARING MALS SHALL BE 2x4 OR 2x6(AS 5H0YN ON
<br /> ONLY AT SOLATIONS INDICATEDON PLANS-SHEATHE NALi.SHOWN •PROVIDE CONTROL JOINTS AT ALL INSIDE CODERS OF SLAB PLANS)a IS'04.SPF SRAM SRALUMBER,OR BETTER,UN.O.
<br /> WTH 36'056.FASTEN SHEATHING AS NOTED BELOW ALL SHEATHING EDGES,AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY •HALLS OVER 12'TALL SHALL BE PER PLAN.
<br /> SHEEN PANEL 02005 SHALL Dears OVER WALL P50041 6 MEMeae; TO DEVELOP. •ALL HEADERS,BEAMS 1 OTTER STRUCTURAL MEMBERS SHALL BE
<br /> OR 2=HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT •SAW OJT OR TOOLED JOINT DEPTH SHALL BEA OF TIE DEPTH
<br /> PANEL EDGE AND FASTENERS. OF TIE SLAB A'FOR A 4'SLAB) HEM-FIR t2 AF)LIMBER,OR BETTER. MSK project number.
<br /> •PL-FASTEN 545A1615 eV Ed NILS.("2L.AT PAIR ELD6Es •JOINTS SHALL BE LOCATED a 10'-0'00.(RECOMNe�)OR 1 67-1 6022
<br /> NO IP 0L.AT MITER.ALTERNATE:16 6A IH•LOIN STAPLES •ALL NON-BEARING INTERIOR 51137 HALLS SHALL BE CONSTRUCTED
<br /> •S'0L.AT PNB Hxe5 AND 6.00.N ITE PNEL FGD. 15'-0"O.G.(MAXIMUM) WITH 2x STUD'GRADE MEMBERS SPACED O 24'0L.(MAX,UN.0)
<br /> •PS-FASTER SHEA71066INA 61,1 NAILS.3'00.AT PNB ELVES •JOINT 6RD PATTERN SHALL BE AS CLOSE TO SQUARES AS •HEADERS IN NON-LOAD BEARING WALLS SHALL BE PrsixL m J SB
<br /> MD IP 00.AT CENTER STARES ARE 1101 PERMITTED IN POSSIBLE 0:1 RATIO),NTH A MAXIMUM OF 1:15 RATIO
<br /> AREAS DESIGNATED AS'05B SHEATHING-P3' N2x4/6 FIAT a OPENINGS UP TO 4',(21DcMb FLAT UP TO 8'. drawn by. BJ D
<br /> LOMGGTION SP6GElGAT10K5 •DIMENSIONS BY OTHERS,BUILDER TO VERIFY. ox Me-IMY2OD •ALL FRAMING U%EER SHALL BE DRIED TO 15%MC(KD-15). issue date: 10-07-16
<br /> NOTE IOM NAL•S•:0131'ELN NAD. •BNGIH✓EERB7 LUMBER TO MEET OR EXCEED THE FOLLOWING,:
<br /> JOIST TO SOLE PLATE (3)10d 7254655 •1SL'-R.2325 psi; Pv310 ps1; E.155x10-6 psi REVISIONS:
<br /> SOLE PLATE TO JOISTALK'6. IND NAILS•4'•o. •LVL'-Po•2600 psi; FV•265 psi; E20x10"6 psi
<br /> VW TO SOLE PLATE (3Aoe TOENAILS •ENG/MIMED LUNGER MAY BE SOLID OR MULTIPLE PLYS OF BUILT-UP initial:
<br /> TOP OR SOLE PLATE TO sno AAod NAILS MATERIA.,111TH TOTAL WIDTH TO MATCH SIZE INDICATED ON
<br /> PLO TO TOP PLATE Tod TOENAILS.6'o<. FRAMING PLANS. FASTENING OF HIA-TIPLE FLYS SHALL ADHERE TO
<br /> ELK*.BTP0 JOISTS TO TOP PLATE (3)10d TOENAILS
<br /> RAFTBITWSSS TO TOP PLATE SE ROOF REAMS NOTES THE MANFACTU E R5 SPECIFICATIONS.DEPTH OF ALL MILTIPLE
<br /> DC/,BLE STA Lod NAA$•24'•z. SEWERS SHALL BE A5 II GATED ON FRANKS PLANS.
<br /> D0BLE TOP PLATE 10d NAILS.24•os. GARAGE SLAB •FACE NAIL HAITI-PLY 2x BEAMS 4 HEADERS 11/3-R0415 OF 10d
<br /> DOELE TOP PLATE LAP SPLICE 00)1Od 1LAL5 N LAPPED AREA NAILS•12'00.STAGGERED. APPLY HALING FROM BOTH FACES e
<br /> TOP PLATE LAP•CAMPERS 4 W041144.5 3)2 GONG.SLAB ON 4'MIN. 3-PLY OR GREATER. UTILIZE 2 ROWS OF NAILS FOR 24,i 2x8.
<br /> NNSLSECT1N6 FINIS 6RANJLAR FILL ON 95%
<br /> SALT LP HEADER Tod NNU•12•oz.ALONG •ALL HEADERS SHALL BE SUPPORTED BY(UDR JACK 51I,0 t(1)2x
<br /> FA.13D6E COMPACTED FILL/VIR61N SOIL KING SND,MNMAN.
<br /> -THE NREER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br /> NOTES: NREOF JACK STUDS REWIRED,UND.. X
<br /> ER
<br /> I. LATERAL ANALYSIS ASSUME-5 SND SPALIN6•IN a c PORGH SLAB •PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS ILI N
<br /> 2 ALL 51EAR HALLS SHALL HAVE DOUBLE TOP PLATES3 I/2'GONG.SLAB ON 4'MIN. CORM/GUS To FIDIBEARIN6. BL.oCKIN6 To MATCH POST ABOVE. C
<br /> H/ lil
<br /> FASTENED TOBETNB2 I2d AT 6.O.c.TEl 02)122 AT
<br /> EACH LAP SPLICE,(0)EACH SIDE OF JOINT.TSP UNO) 6RANILAR FILL ON 95%
<br /> 3. ALL INTERIOR SHEAR HALLS AND EXTERIOR WALLS ARE COMPACTED FILLNIR6IN SOIL FLOOR FRAMING
<br /> SHEATHED ABOVE AND BELOW OPENINGS
<br /> SLAB ON GRADE •TRUSSES SHALL BE DESI61ED BY MANP.TO MEET OR EXCEED 'Q
<br /> INDICATES LOCATION AND EXTBIT OF L/460 LIVE LOAD DEFLECTION CRITERIA AND SHALL RUR 0
<br /> BFEARYIALL YHIGH REHIRES SHEATHING 3 1/2"CONC.SLAB ON 6 MIL
<br /> CCRTMJCUS OVER SUPPORTS FOEREVBL POSSIBLE.
<br /> AND/OR FAST13045 SPECIFICATIONS VAPOR BARRIER ON 4"MIN.
<br /> BEYOND THAT OF STANDARD CONSTRUCTION 6RANILAR FILL ON 95% •ALL METAL HANGERS SHALL BESPECIFIED BY TRUSS
<br /> MANUFACTURER,titSSS A E
<br /> NOTED.
<br /> r!!. INDICATES H O DOWI4 BELOW COMPACTED FILLNIR6IN SOIL •TRUSS SHOP DRA111455 SHALL BE SUBMITTED TO ARCHITECT AND
<br /> E461P11332 FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR
<br /> DELIVERY.
<br /> IJ
<br /> LEGEND •FLOOR SHEATHING SHALL BE PP4 OR*A'CONFORMING TO P52-04, T j
<br /> 6.6A76.L�6/ 24"0L,EXPOSURE I,TONGUE AND GROOVE EDGES,FASTEN W
<br /> ... . . . . . SHEATHING TO FRAMING ME-88*5 M/SLUE AND 10d COMMON NAILS
<br /> • ® INTERIOR BEARING WAIL •6"00.0 PANEL EDSE5 4 0 12'O.G.•INTERMEDIATE SUPPORTS
<br /> ILI CD
<br /> OR 16 SAUCE Y'LONG STAPLES•4'00.a PANEL 8)6E5 4 0 12'
<br /> • --7 BEARING,WAIL ABOVE 00.•INTERMEDIATE SUPPORTS. H
<br /> O
<br /> • -••- BEAM/HEADER •ALL FLUSH COM€CTIONS SHALL BE CONNECTED NTH HANGER O
<br /> APPROPRIATE FOR MEMBER SIZE.UND.
<br /> r---•74
<br /> • II::::I:::I EXTENT OF OVERFRAMIN6 I(Z
<br /> ROOF FRAMING
<br /> J L FETAL HANGER •BAY WINDOWS 4 SHED ROOFS NLP TO 6'SPAN)CAN BE 2x4 OR 2xb -1 2 z
<br /> RAFTERS 4 CEILING JOISTS•16/24'0L. < 2
<br /> •ROOF SHEATHING SHALL BE T(•"OR gyp'APA.RATED SHEATHING, Et
<br /> 2406 EXPOSURE 1(OR APPROVED ECNUAL). FASTEN TO FRANIN6 = _7
<br /> MEMBERS W/16 651)6E iii,,LONG STAPLES 0 4"O.G.0 PANEL J0
<br /> EDGES 4•12'00.•INTERMEDIATE SUPPORTS OR 3d GONION
<br /> P G OPESGIONAL PLAN RTIPIGATION NAILS a V O.G.a PANE.Ea6E5 4 e 12'00.IN FIELD 0 � 4.
<br /> _ ..... •FASTEN EACH ROOF TRUSS TO TOP PLATE YV SIMP5014 44257 CLIP ^'�
<br /> HEREBY CERTIFY THAT THIS PLAN, (OR APPROVED ecuAL)•ALL BEARING,POINTS. PROVIDE(2)1425r
<br /> ��/-�yAI Z
<br /> SPECIFICATION,OR REPORT HAS PREPARED BY ME OR CUPS AT 2-PLY GIRDER TR CCCO,(3)FI25T CLIPS AT 3-PLY LJ,
<br /> GIRDER TRUSSES 4 ROOF BEAMS-AT AARIN
<br /> UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LL BEG POINTS.
<br /> V
<br /> )
<br /> LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS •META-NAK6ERS SHALL BE SPECIFIED BY THE MAIFALIIRER,USD. r....4 _
<br /> OF THE STATE OF MIN SOTA •ROOF TRUSS SHOP DWGS SHALL BE SUBMITTED TO ARCH 4 846
<br /> ��i FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br /> SICAAR ZE�. / r�""'%" NAME.JAMS b.FRIDtuAND•ERECT INSTAL ROOF TSUSSE5 PER WTCA 4 TPIS BCSI 146 sheet
<br /> DATE ��.tu= REG NO,52036 6000 GofCTI WOOD TRUT5ENCE RCNE HANDLING, S ALINE 1 BRACING
<br /> OF META.
<br /> •SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES pl/2R4 LEDGER SIC)•O
<br /> FASTENED TO FRAMING N/(2)l0d NAILS 6 Ib'0L.QIP TO 1'SPAN).
<br />
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