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<br /> PBOJLCT BCOPE FRAMING NOTES 7 a i n
<br /> DESIGN OF THE MANNOI
<br /> WDFCE RESISTING SYSTEM.BEAMS AND HEADERS.AND CONCRETE I. ALL BEAMS HEADERS ARE TO BE MINIMUM 42)2.10 LUMBER UNLESS NOTED OTHERWISE. e,IPAD FOOTINGS FOR A SINGLE FAMILY RESIDENCE_CONSTRUCTION IS TORE DONE IN 2. 12)200 MEMBERS SHOWN MAY PE SUBSTITUTED WITH 12)1"A'EVE OR 1315';LA AS REQUIRED. -.
<br /> ACCORDANCE WITH THESE DRAWINGS STANDARD INDUSTRY PRACTICE.AND THE 3. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT D.F.P. Planning&Design �8�`
<br /> REQUIREMENTS OF THE CODE. EACH END AND TWO AT INTERMEDIATE SUPPORTS.ALL LVL AND GIRDER TRUSS BEAMS AND
<br /> HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACII END AND THREE AT 9100 Baltimore St NE,Suite 106 NLA
<br /> QOgSAL NOTES INTERMEDIATE SUPPORTS.3-PLY MEMBERS ARE TO HAVE A NMANA OE THREE BEARING STUDS AT
<br /> HESE MDOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO HOUSE PLANS PREPARED EACH END UNLESS NOTED OTHERWISE.ADDITIONAL BEARING STUDS ARE NOTREOUIRED FOR LVI.
<br /> BY DEP PLANNING AND DESIGN FOR MORE INFORMATION. SURSTRI)TED FOR STANDARD SAWN LUMBER.ALL REARING ABOVE IS UNLESS NOTED OTHERWISE Blaine,MN 55449 eil:o
<br /> 2. THE HANSON GROUPS SCOPE S LIMITED TO THE DESIGN OF THE ITEMS LISTED N THE O/PLANS,TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEAPINGLENGTTI AND SUPPORT 6.6 POST w'STANDARD-- M
<br /> PROJECT SCOPE ABOVE.DESIGN OF THE REMANINOHOME IS BY OTHERS. REQUIREMENTS. BASE ACAP TVP N 2
<br /> 3. I T S I HE RESPONSIBILITY OF IRE BUILDER TO PLUVIDE ALL FUTURE fUN OR FIELD A. ALL HEADERS MID BEAMS ARE TO HAVE A MINIMUM OF CNE FULL HEIGHT KING STUD AT EACH END. V 3 2.12 6.6 POST w STANDARD
<br /> CHANGES TO THE HANSON GROUP FOR REVIEW.PROVIDE FINAL TRUSS LAYOUTS TO TAR EXTERIOR OPENINGS GREATER THAN SIX FEET IN MOTH ARE TO HAVE A MINIMUM OF IWO FULL / BASF 6 CAP THE. �$
<br /> HANSON GROUP PfIOR TO CONSTRUCTION. HEIGHT KING STUDS AT EACH END EXCEPT AT TALL WALLS AS NOTED.EXTERIOR OPENINGS ` `� 086crblbn
<br /> A. ADEOUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE GREATER THAN TEN FEET IN WIDTH ARE 70 HAVE A MINIMUM OF THREE FULL HEIGHT KING
<br /> m
<br /> G STUDS AT P3 P3 Rk1aP DMA
<br /> CONTRACTOR. EACH END.FOR CONTINUOUS BEAM DETERMININGIONS SPAN IN NUMBER OF KING STUDS IS ;3 2.10 J 2.10 - 4 c;^w'
<br /> 5. CONTRACTOR AND BURGER AHE 10 VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE THE FULL LENGTH OF THE HEADER. - N
<br /> PROCEEDING WITH WORK.npTIES THE HANSON GROUP OR DEE IF DISCREPANCIES ARISE. S FOR FLUSH HEADERCONORIONS.PROVIDE CUMUUl1VENUMBER O FULL AUGHT STUDS AT EACH A SMPSON HTTS HODOWN LIE Jo;c
<br /> 6. MEANS AND METHODS DP CONSTRUCTION ARE THE RESPONSIBILITY OE THE END CONSISTING OF REARING ANL)KING STUDS FROM PREVIOUS TWO NOTES. - �Pt ''Pt ANCHOR HALED TO QA w;6
<br /> CONTRACTOR. B ALL C(INNECrIONS ARE TO BE MADE WITH ADEQUATE SPAPSON USP OR EQUAL JOIST HANGERS. H - . • DOUBLE STUDS i�
<br /> CLIPS.POST CAPS.AND POST BASES.CONNECT MULTIPLE MEMBER EVES TOGETHER W Y
<br /> FOUNDATION NOTES ACCORDANCE WITH MANUFACTURER REOUIREMENTS. 'Y 1312110 -'.:'0 THREADED ROU x NUT A
<br /> I. DRAIN SLE DAMPFROOFING MID OR WATERPROOFING A INSULATION.AS WELL AS THEIR 1, ALL EXTERIOR WALES ARE TO BE CONSTRUCTED IN ACCORDANCE NTH THF.FOLLOWING CRITERIA. - --- " WASTER AT HOEDOWN END
<br /> INSTALLATION.ARE TO BE N ACCORDANCE WITH THE CODE. U.N,O..WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.104 WSP AND •
<br /> 2. BAR SPLICES ARE TO BE LAPPED A MIISIUM OF 48 BAR DIAMETERS.PROVIDE AB' CS.WSP, P3 - . BLOCK THROUGH FLOOR
<br /> Cill
<br /> MATCHING HOOK BARS FO ALL HORIZONTAL RAHS AT WALL CORERS AND A. ABA STATS SPACED @ 16 06. CONSTRICT - 12)2112 .(C. SYSTEM BE LON STUDS
<br /> INTERSECTIONS. SHOWNALI AS G O FASTENED TO HOEDOWN
<br /> B. WALLSAND17G:]-6MN,STRUCTURAL PANEL SHEATHING w Id NAILS VA 4-O.0 AT PANEL .0
<br /> EDGES AND 170.C.AT INTE E RTS OR I'':16 GAUGE STAPLES @3"6-SPACING.
<br /> SHOWN IN A82 .D S'".9in A I SREOG
<br /> MATERIALS B ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. .n GLULAM
<br /> CONCRETE FOOTINGS: Et.5.006 PSI 428 DAYSIOR ASW PSI WITH AN APPROVED U.N.O. 5- F2 Ft FI PO R,OO SIOPSOJ TEEN HD
<br /> ADMIXTURE THAT PROVIDES A WATER AND VAPOR A. Zs/OR 24 STUDS SPACED 0 I6'O.G. n ( F1-�IRT 27..1 yt_1 Tr TA ROD COUPLER w.B' - - -
<br /> RESISTANCEATLEASTEGLI'TALENT TO SHIP PSI CCBICACrE U WALL SHEATVHNG:::'MN.GYPSUM SHEATHING FASTENED TO FRAMING NU COZIER NAI.S DT =i .{_j u tJ -r' EMBED INTO CONCRETE PLANS SHOWN LIGHTNBACNGROUND ARE.FOR
<br /> REINFORCING STEEL: ASTM A6'S GRADE GG 8'0.C.MAIL CR TYPE SW WALLBOARD SCREWS Is'0.C.MAX.I.':MINIMUM STUD ��I I312XA--' �-0 I LOCATION REFERENCE ONLY,PLAN NOTES ARO
<br /> ALLOWABLE SOL PENETRATION) S: )'a . D BEARING AIi F2 ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> BEARING PRESSURE: 20W PSI(ASSUMED) 9. AVE FLOORS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH TIE FOLLOWING CRITERIA, P3 a STUCS gIA 1212X10 r� . -FASTEN DODBEE STUDS w I SUPPORT THE HANSON GP011P5 HENRYS Q
<br /> STRUCTURAL STEEL: ANGLES MSC•ASTM A261E3.35 K51{ A. FLOOR FRAMING SP AC FD AT A MAXIIIM OF 24'Or. ',.2 ?U zIN y' "'�• ° A STAR TI SAM ABOVE TO 2LJ
<br /> PIPES-ASrMA53 Gr.B1Fy.ASNSR S. FLOOR SHEATHING:'I)STRUCTURAL PANELSITE ATI TING w BA NAILS 4,G"O.C.AT PANEL EDGES a S''F9YA' ' F u �-- FOUNDATION AS SHOWN ABOVE 1.2
<br /> W SECTIONS•ASTM A9921Fy•50 KM) AND 12'0.C.AT INTERMEDIATE SUPPORTS. D GLUCAN '( '-6X6 POST Nw 141,yj
<br /> WALL STUDS ID OR NESS,: SPE STUD GRADE OR BETTER TM ALL ROOFS ARE TO BE IN CONSTRUCTED N ACCORDANCE WIT.DIE FOLLOWING CRITERIA u,0 -
<br /> WALL STUDS.OVER TEL SPE 502 GRADE OR BETTER A. ROOF FNALING SPACED AT A MAXIMUM OF 24-0.C, n A' b
<br /> DIMENSIONALLIIMREF 4 SPE NO.2 ORATE OR BETTER I FASTEN ALL ROOF FRAMING TO TOP PLATES WITH LISP Rh)OR SMPSON H2.S CENTS OR nIN r
<br /> TREATED COMBER: SYR NO.2 GRADE OR BETTER OR L.M. EQUIVALENT AND t 3181 TOENAILS.
<br /> (VIA 1'4"WIDTH-1,9E OR BETTER C ROOF SHEATHING.' STRUCTURAL PANEL SHEATHING w•ANI NAILS @,C1.47.AT PANEL EDGES C
<br /> LSL STUDS: wen,-..3E OR BETTER AND 12-O.C.AT INTERMEDIATE SUPPORTS OR I'2:16 GAUGE STAPLES @ 3-B'SPACING. a
<br /> ESE BEAMS ,.WIOILI. SSE UH METIER 1I. THE SCREEN PORCH AND COVERED PORCHES ARE CONSIDERED OPEN NON-ESSENCIAL P2 (4)2,4 5.-C
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<br /> A 56005 CI
<br /> 0
<br /> P '.AE OR R N � I L' j
<br /> SI. PETITE THE HOME.
<br /> PH THAT ARE DE R EOJ0E0 UP TINE CONNECTIONS
<br /> OF
<br /> RMIINC. N:SYSTEM _ .t .� O
<br /> GLILAM' 26F VI THE HOME.PROVIDE CODE REQJNEO UPLIFt CONNEGiION50F TO THE
<br /> FRAMING. G THIS END ii P1 P1 ,- o
<br /> 12. ALL REARING POINTOF POST LOADS ARE TO AE BLOCKED SO ID TO THE F04 INDATEtN. ^! _ V-yK
<br /> 12)WIT IJ12.IJ ER 1.6. �. tII2110 X2121)0 I CONCRETE PAD FOOTING SCHEDULE c0
<br /> g 13. STEEL COLUMN TOP AND BOTTOM PLATES(4.20 MPSI ARE BY THE MANUFACTLMF0. e a
<br /> ROOF LIVE LOAD: ]S PSF;SNVWI 11.BrfEI.DENTIS ARE i011A'OS011[llO'PLATE FASTENED W1TH'.'C1NM.TERRASE STAGGERED `- 1 "REINFORCEMENT EACH WAY o
<br /> RQXIF DEAD E GAD: 2oPSE EACH sir*14 WEB AT 48"ON CENTER MAX.THK;KE SS OF THE PI ATE TO RE BASED ON HANGER P2 `-P2 P2 P2 ` P2 PI I MARK FOOTING SIZE 1 NFOR ES
<br /> FLOOR LIVE IOAD- TO PSF REQUIREMENTS.WIDTH TO MATCH BEAM.ALTERNATIVELY.CONTRACTOR MAY WELD WINGERS TO I r 1 - -
<br /> f1.0011 DEAD LOAD: IS PSF STEEL TOP FLANGE N AC CONDANUE WITH HANGER MANUFACTURER REQUIREMENTS.BEAM iV'P FI if aO-.Y-0••6' NNE
<br /> •
<br /> WIND TOAD: 6V MINI EXP.IT FLANGE TO BE BRACED LATERALLY BY FLCKNI SYSTEM ORBLOC KING SA.EDAPAN'0.C.MAX. 'I F2 2fi.2J{' B @ 1'0.C. u.
<br /> IS IFFRAMWOS TORE FASTENED TO STEEL REAM WITH FACE MOINT•1ANGERS PROVDERLOX'MNO
<br /> CORES TIGHT BETWEEN ST EEL BEAM TCP AND ROT TOM FLANGES FAST EEO TO Wf B w'%ROI IS O A6'o f:. I‘ 6.6 ROST w STANDARD LOCATE RE N ERIEMENT 3 FROM THE ROT TOM)F )OTEAG
<br /> ''EIS MINNESOTA RESIDENTIAL CODE MAN, BASE 8 CAP TVP.REFERENCE PLAN
<br /> IG CUT PSL POSTS TO FIT.DO NOT BLOCK WIT II WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. I
<br /> FASTEN STEEL REAMS TO PSI PORTS (I .U'STRUCTURAL W(XJD SCREWS,Al BOTTOM.PSL ( SI LOWER LEVEL DIANE PLAN SHOWN CONCRETE PIER FOOTING SCHEDULE
<br /> TO BEAR INECTL Y ONCONCRE T E.IF i IN THE A TED WRAP ROI TOM w'ME 1.011•01141F, FOR I.()CATIONHTrCRCNCE ONLY MANN CONCRETE PIER SIZE
<br /> 11, VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. - _....
<br /> 16. ALL STAG PLIES IN BUILT IIP COLUMNS AND AT INTERMEDIATE STUD FR AMNO TO BE FASTENED TO PLAN NOTE11 P) 18'O OR LARGER
<br /> EX TE RGR SHEATIINO(I l2'S,G MAX:CYP BOARD AF 16'GC.MAX..FASTENERS PER C,CIDE. •ALE BEAMS AND HEADERS NOT SPECIND ARE TO BE MN.42)1.10 OR AN
<br /> 1.41. AIL OTHER FASTENERS TO RE IN ACCORDANCE CODE.TART ER6Da 1111. ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. P2 I400EI LARGER BELLED OUT T024.0 Al TIE BASE
<br /> •Sfr FRAMING NOTES FOR PRAM AND HEADER SUPPORT RE0111RF,MfhT$. P3 MOOR LARGER BET,ED ODT 1030.0 AT THE BASE +I
<br /> FA'FROST COVER RECOMMENDED FOP UNHEATED AREAS
<br /> )NMN.LENf,THI.. (a
<br /> 1-1-",-"-.-.-.."-.5-.1 NOIC,ATES EXTERIOR BRACED mkt PANEL.w SI IEATHNO ON EXTERIOR FACE N ACCORDANCE A.FRAMWC NOTE], I . 6.6 POST w.STANDARD LL..)
<br /> PROVIDE INCREASED FASTEMNF.R EO;IREMFN TS AS SIK)WN BELOW. ' BASE A CAP TYP•
<br /> 1.441.IENSTHI r6.G POST STARE/MID
<br /> ....i INDICATES INTERIOR BRACED WAIL PANEL w GYRE.).41.4 SEATHIN(GROTH PACES WITH EITHER FASTENER ern,.,ISTF0 IN 1 X)1202 wO
<br /> FRAMING NOTE I SPACED AT 2'0.0,PROVIDE INCREASED FASTENyN REOIREMFNTS AS SHOWN BELOW. BASE I CAP I VP,
<br /> /
<br /> -FROVIOE CONNECTIONS SHOWN
<br /> I 1-INDICATES ENGININ
<br /> FF RED WO RFVSTINO El EXTENTS TO RF CONSTRUCTED AS SIT,SHOWN TDETAIL SHEETS. . 13 2.0 f 131210 EON BRACED WALL PANELS ALONGn _ INDICATED PORTpN OF WALL
<br /> REPRESENTS ROOF TRUSSES H CONTINUOUS
<br /> FASTENED TO PLATES II211 i LVL -` ,GNTINU?US (Ba-c) I • IBI TI (2
<br /> R602.IV1231 w..JI Nd llIE AL A ROOF TRUSS FLAT 2.6 Au 2A U.C. rrr��� ..•F © A _
<br /> {i SMPSON 1126 CLIP CONSTRUCT _ I .. _ !21 d LEL '1
<br /> FASTENED TO MN.13)PIRBRACED I SEARWAII AS I 1 I
<br /> AME 24.1.X • � WAl PANEL
<br /> NA ROI-ANA PLATES TI i SNOWNNA52
<br /> AROUND E SPINS TOENNL53F 1 I I I 'S_
<br /> PFTWECN TRUSS 3,• BETWEEN ROOF 1 I 1 _ O4 \\\\y Z
<br /> TRUSSES NAILED 6 G.C. TRUSSES I 1RIESS BIUPPLLII TO UESGN I
<br /> SAME S FATHINO r' FLOOR GIRDER TO SUPPORT I O
<br /> 0
<br /> • t0 RIP R ArFsw
<br /> AND FWAEL REGIS '3198 NARG EACH • ,. +_ _ HOOF GIEOCIt ABOVE I I 1• 10 tA'lVL ♦/
<br /> W E BELOW NML DOTI GAA L..._-_ - I I -
<br /> 'ONHFPIAfPT '• PLATE IQ I I I I -- 1 v
<br /> ADF SUITE DEPTH DHFR TRUSS O-)......4
<br /> 1 STEPSON r, I 1 1 B U �.Fw.
<br /> 2 MFMRFRI NrW.WTTOM .1 SNAILS NLS G- A,1' X I I I I.
<br /> 2 317.64000:-: - I I I(e)2.101 Lr.�
<br /> PLATE i0 RIBBOMr N EVER 9 FRAAINCG I I _ - r1
<br /> SCREWS OP'60.. .S)1HU TRUSS w' BRANEU- FASTENS DO BEM/ 44
<br /> '31180 NABS •� WAIL PANEL. I+1 ♦NG1E11212X10 N 4. i •L
<br /> NSTALLEON ' '• S'S7FEl PIPE COLUMN- f Cr� •C`
<br /> EVERY 5• '.�, EACH END n J'-Af,TIJALIGD.' \ �• SMPSON MS1C2 BTT RAP /� •�
<br /> ADDITION TO VIALS' - 1
<br /> UPPER LEVEL VIALSR0oF NAL EACH TRUSS , '-NAL LADDER tlRAL,ED WALL UONNECIKJN A :•E 'U? O
<br /> TRUSS REARING TO TO PLATES.v. TRUSS TU TOP .ROOF TRUSSES)
<br /> _ 1 I - - DASVFDOT LIMES Ilxr¢b IAYII TION AT
<br /> ' :. "' 131 16 L E n.AA 1 r Y d N3rcMceBOn a rwpOH
<br /> IW 1 N[ICA1F f.A wLA pr rWIby dr m 089TH
<br /> 10.TE6 Y.60 ' 44 6PX Y )p6rMEbn
<br /> WALl50NLv1 131 BC TOENAILS
<br /> W10T Lvl. .:It IJ{il'i.'LVL J. . iRUBSLS BY i
<br /> NAlS@0'(I.C, FLUGH ' APA ry1 itlam30,1y.1 Seo Rro19651IA. E,I�Iwer yTRUSSES X R_ - - M-FTl -- i/' SUPPLIER TYP, LPrII:T INtl IJW80111 ,Nall 0lMhnARA1B.
<br /> EXTERIOR BEAR NG QUAL EXTERIOR NON-BEARING WALL I r �X CONSTRUCT- r1SFTl A q.Fl) ,,..-$,1 4'1'
<br /> IS)tA'lVL
<br /> �- / iL
<br /> SNFPAWIS AS �� N 9 StRock "4"-
<br /> ✓f� rf
<br /> 2.4 BLOCKING I SHOWN N 3 S2 ry / i 1219:LVL I I 51
<br /> Fo. 12)ZX10 12)212 INUSS S1vPL1EN TU PHOv NE
<br /> BETWEEN PROVIDE TRUSS SAI G.+JILS f, // i IZ1 Y;'LVL - FOR ATTACIIMENTII NIGH
<br /> DIRECTLY IN LINE I & / ,r / / .5 PIIII Name:
<br /> RYOn Mach
<br /> TRUSSES NAI ED �' •3'RAUB {p}�' �,, 1 1 CAPACITY ANGLED rIANfCR
<br /> TO TOP PL RTES 3, .E BRA(,GWALL RIE J � /
<br /> _. 13I tl0 NALS LACE, H - PANEL FASTENED 6RAGED 11 I / i + 3 X 0
<br /> TO PLATES.Bp WALL PANEL • 1 X 131202 1512.12 I 32.12 I II:
<br /> / Dala b9•i6 tE:ence Nurrd,er: A6673 O
<br /> TOENM.S@6'�C. LTPA I r l l 13)ht2 ,012.12 Te,AC Oz
<br /> ;'.� FLAT 2.6132A'O0, FRAMING
<br /> Bab POST w STANDARD I O
<br /> • �,I �IAN.IX)PER BRACED EACH ENO /I BASE 6CAP TYP, �yO
<br /> WAS. ANt1.l RIE POST w STANDARD - • V-
<br /> -NAIL BOTTOM PLATE NAL BOMB/PLATE FLAT 2.6 @ 2,O.,-4 SMPSON RASE A CAP TYP, _ ,
<br /> .1 TO&OCKNGw 13) r, ' TO BLOCYJNGw:3) '611V.II)PER BRACED •1 ITPA 7
<br /> • tAL NAILS EVERY 16' 160 VIALS EVERY IB" WALE PANELI I FIUMNG
<br /> .�- = I 'PLATE4:4.
<br /> VS SMIAA
<br /> PROVIDE FAIL DEPTH 16-
<br /> __ BRACED ,,E.V.H FRO ''CSC 6 OA]'Nlmev Ls,e Npr11,
<br /> ._-PROVIDE TRUSS WALL PANEL SIPRUP MN 55AAI 1.
<br /> BLOCKING BETWEEN y • OATS
<br /> q T
<br /> •
<br /> ISP PLATES
<br /> TO - DIRECTLY IN LIRE I ( I, 1
<br /> a^'....r 0-fb-10
<br /> TDP PLATESw3180 • HIO IJI'O i' ,
<br /> TN 51 a.]O,YT512
<br /> NAILS EACH PANEL R ASTL ED T NAILS I PCYiTALFRAME AS CONSTRuCT - 1 rW ..m B-II-IO ICM
<br /> iO PLATES w'60
<br /> NAL EACH TRIIS510 ONAL_@ 6-CLG SHOWN W 2'51 IYMIe CM
<br /> FLOOR
<br /> • 70P PLATE re ia1M1 7-IYIf
<br /> ' TRUSSES X
<br /> I DENALS BRACED CONNECTION
<br /> Mulheran Residence 4-It la
<br /> .MERI[7R REARING WALL_ INTERIOR NON-BEARING WAIL.- _ _.._.__ _.
<br /> IFLOOR TRUSSES 460 Orchard Road
<br /> J'_ISTS'TR_ISSESBLOCKING'ABOVE AND TO JOS TS TRUSSES BLOCKNGBELOW.THESE PANELS ARE NOT ALTERNATIVE CONNECTIONS TO BE 2 REFERENCE PLAN Orono,MN
<br /> SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE TO DETAILS SHOWN ABOVE AAE
<br /> NFOE SSAWIY REQUIRES TO ALIGN EDT MAY DEPENDING ON PIAN LAYOUT, USED WHEN BRACED WALL PANEL \ SI MAN IEVFL HOUSE MAN SHOWN
<br /> TOES NOT ALIGN WITH FRAMING, RAt. FOR LUGAIIC111151 Pl NIDE ONLY
<br /> DRAWN WI
<br /> THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE MAW WINUFORCE RESISTING SYSTEM FOR TIE ENTIRE RESIDENTIAL STRUCTURE QLANNDTEla KM
<br /> TV IE LOCATION AND LENGTH CO CACI)BRACED WALL PANEL AND ENGINEERED WN0 RESSINC ELEMENT THAT S REQUIRED FOR TE HANSON ••ALL BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MN.)212A10 OR AN PIg6L1 Nun 5.1' B'IC 00�N6
<br /> DROOP 5 DESIGN IS SHOWN ON IRE STRUCIURAL CRAWR+GB,BALLS NOT SRECIFICALV LAME ED ON THE PLANS MAY BE STANDARD FRAMING. ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NCTES• DaN: AWu614. (/•�`
<br /> _i •SEE ERMINE NOTES RN BEAM AND HEADER SUPPORT REOLIREMEN I S. 2212. S3 1116120
<br /> ._._-_._-.__ ._ ____.._. ._-.._ ___,__..-.. -._._._.- ._.._.._______.__. _.-__--. 1
<br /> E COPYRIGHT HANSON GROUP.LLC 2016 53
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