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SCOPE 3'-Z' DESIGN ANO DETAILOF THE MAIN WINDFORCE PESISTING SVSTEM FOR THE McDonald Construction,Inc. REAR WALL ONLV OF A SINGLE-FAMILV RESIDENGE.CONSTFUCTION IS TO BE �� FASTEN ROOF TRUSSES NBOVE TO IN ACCOR�ANCE WITH THIS DOCUMENT.STANDFRO INDUSTRV PRACTIGE,AND TOP PLATES w/(3)etl TOENAILS �601 145In Sireet West THE CODE. Apple Valley,MN 55120 NOTES � �� ' � y 1.THESE DOCUMENTS APPIV TO THE REAR WALL SHEAR WALL �� RE�UIREMENTSONLY.REFERTOCANSTRUCTIONDOGUMENTSFOR MORE �� /� HATCHEDAREAINDICATES%fi'OR MFORMATION INGLUDING ALL OTHER BRACED WALL REOUIREMENTS NOT -� THIGKER PLYWOOD/OSB EXTERIOR SPEGIFIALLV H�DFESSED IN THIS W WMENT AND ARE THE RESPONSIBILfTY � M� SHEATNING FASTENED TO STl1DS wi OF THE BUILDER. CONSTaUCT SHEAR WnLL IN '. � � ed NAILS @ 3'O.C.AT PANEL EDGES 2.ALL WALLS ARE TO BE GONSTRUGTED IN ACCORDANCE WRH THE ACCORDANGE WITH DETAILd/Si I '�. 8@ 12"O.C.AT MTERIOR SUPPORT FOLLOWWGCRITERIA,LLN.O.,WHIGHMEETSORE%CEEDSTHE � � �\p��iS'� � HEOUIREMENTS OF IRG SECTION R6�210.3-METHOD&8. � �- ' � � �., � 3.AI I FLOORS ARE TO 6E IN CONSTRUCTED IN ACCORDANGE WITH THE 1 A t �. FOLLOWING CRITERIA. .�- - A.FLOOR FRAMING SPACED AT F MAXIMUM OF 24'O.C. � ,{i�,',-_._; � � . n'PICAL 2x6 STUDS�16'O.C. B.FLOOF SHEATHING:�'STRUCTUfiAL PANEL SHEATHING w/Bd NAllS�.d 6' ��. d -� ^'^' . . ' . e '�'. � . �� ,-. �' _ O.0 AT PNNEL EDGES AND 12"O.G.AT INTEFMEDIATE SUPPORTS. PROVIDE DOUBLE STUDS 4.ALLFOOFSARETOBEINCONSTRUGTEDINAGGOR�ANCEWITHTHE REFERENCE PLAN � ATENDSOFSHEARWALL FOLLOWING CRRERIA �l A.HOOF FFAMING SPACED AT A MpXIMUM OF 24"O.C. S1 pqRTIAL REAR UPPER LEVEL PLAN FROM 6.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP PT]CLIPS OR / FASTEN BOTTOM PLATE TO RIBBON EQUIVALENT AND 13)ed TOENAILS. CONSTRUCTION DOCUMENTS SNOWN FOR BRACE w/(3)16tl NAILS EVERV 16' C.ROOF SHEATHING:Y'STFUCTURAL PANEL SHEATHING w/etl NAILS�@ 6' LOCATION REFERENCE ONLV O.G AT PANEL EDGES ANp 12'O.G.AT IMERMEDIATE SUPPORTS OR 1Ya' 16 GAUGE STAPLES�d 3'/6'SPApNG. � / SIMPSON MSTC52 STRAP LAPPED 5.NLONG LENGTH OF WAILS,LAP WALL TOP PLATES A MINIMUM OF 26'AND ' -� � �. � ' ' �� ' / ACROSS FLOOR SVSTEM FhSTEN TOGETHEF WITH(e)164 NAILS IN LAP ZONE.AT GORNERS AND �� - � INTERSECTIONS,LAP PLATES AND PROVIDE(2)10d FACE NAILS. 3 '� � � ' `� � 6.ALL GORNER BFACED EXTEFIOF WALL$ARE TO BE'CAUFORNIA CORNERS' �. ' / PROVIDE 2x BIOCKING AT OR FRAMEO IN ACCOR�ANCE w/FIGURE R602.10.5 OF THE IflC. _ - y ,j �' STRAP LOCATIONS AS REQ'D MATERIALS � �'� . 'fASTEN FLOOP TFUSSES ABOVE WOOD STUDS SPF STUD GRADE OR BETTER(LESS THpN 10'-0') . .�� i — — %� TO TOP PLATES wl(3)Ba TOENAILS SPF NO.2 OR BETTER(10'-0'8 GREATER) -. ZS � , WOOD BEAMS. SPF NO 2 OR BETTEF ' . '- TREATE�WOOD SVP N0.20R BETTER CIXJSTRUCiSHEAR WqLL IN '�. �� — 'f— LVL 1 9E OH BETTER ACCORDANGE WITH DEYAIL 4/51 ,q�z� LOA�S CODES '.. � ��IE ly3 � ROOF SNOW LOAD: 35 PSF 2007 MINNESOTA STATE BUILDING CODE - �� .' �.o � qOOF OEAD LOAD: 15 PSF +'�AMENDED 20061RC �� . � FLOOR LNE LOAD: a0 PSF � �"��4 � HATCME�AREA INDICATES%s'OR FLOOR�EA�LOAD: 15 PSF �� '- . j� THICKER PLVWOODiOSB E%TERIOR WIND LOAD' 90 MPH EXP.B � �� e- � SHEFTHING FASTENED TO STUDS w/ REFERENCE PLAN BtlNHILS@3"O.GATPANELEDGES _INDICATES ENGINEERED WIND RESISTMG ELEMENTS TO �� 8@ 12"O.C.AT WTERIOR SUPFORT BE CONSiRUCTED AS SHOWN IN THE DETPILS. St PqRTIAL REAR MAIN LEVEL PLPN FROM CONSTRUCTION DOGUMENTS SHOWN FOR LOCATION REFERENGE ONLV �� ROOF TRUSSES TYPICAL 2x6 STUDS @ 16'O.C. �FASTENED TO e. .. , .... '. PLATES w/(3)ed TOENAILS A�F TRUSS �� PROVIDE DOUBLE STUDS FASTENEDTO �� - � PLqTES w/6d '° � AT ENDS OF SHEARWALL 2xd BLOGKING �� BETWEEN TOENAILS(.d " "_� "' � " TRUSSES NAILE� 6"O.C. . ...„ ..,: �'��' ».,z ;1.�� FASTEN BOTTOM PLATE TO RIBBON TO TOP PLATES w/ .. BFFCE w/(3)16tl NAILS EVERV 16' P3�ATENT�O RIBBON N/��3)16tl NNILS �,. ACCORDAN��°' ��, . PLATE TO �NAIL BOTTOM �W DDER TRUSS CONSTR�T,$1'�EA�'P/ALL IN • `�� SIMPSON MSTC52 STRAP LAPPED f ACROSS FLOOR SYSTEM Hp�Y�uasi � �i � 4'�i�I�,�l � BRACE I TRUSS w/ EVERV 16" � am. (3)16dNAILS . .,,,.rt E •{ �M� �q3y�•• � . EVERYI6' � �� ' j PROVIDE2:BLOCKINGAT NAIL EACH THUSS NAIL LADDER � �� STRAP LOCATIONS AS FEO'D TO TOP PLATES w/ �TRUSS TO TOP .. {° . . < . � - .. — — _7 (3)etl TOENAILS PLATES w/Btl NAILS@6'O.G. �� REFERENCE PLAN — — FASTENFLOORTRUSSESABOVE TO TOP PLATES wl(3)Bd TOENAILS EMEaIOR BEAFING WALL EXTERIOR NON-BEARING WALL 51 pqqT�p�qEAR LOWER LEVEI PLAN FROM � SECTIONS SHOWN DEPICT CONNECTIONS OF BRACE�WALL PANELS TO ROOF CONSTRUCTION DOCUMENTS SHOWN FOR / TRUSSES ABOVE AND TO JOISTS/iRU55E5iBLOCKING FBOVE LOCATION REFERENCE ONLV " HATCHED APEA INDICATES%fi'OR � THICKER PLYWOOD/OSB EXTERIOR THESE SHEETS REPRESENT A PARTIAL"MAIN WINDFORCE RESISTING ��'�� / SHEATHINO FASTENED TO STUDS w/ SVSTEM"DESIGN OF THE REAR HOUSE WALL FOR THE FESIDENTIAL ��. � ed NAILS @ 3'O.C.AT PANEL E�GES STRUGTURE ALL OTHER WALLS NOT SPEGFlCA�LV LABELE�ON THE PLANS i , 8@ 12"O.C.AT INTERIOR SUPPORT ARE THE RESPONSIBILITV OF THE BUILDER AND TO BE BFACED IN '�. ACCORDANGE WITH IRC PRESCRIPTNE REOUIREMENTS ��. SIMPSON HTTS � 7VPICAL 2x6 STU�S @ 16'O.C. HOLDOW N ANGHOR AT '�. LOCATIONSSHOWNw/ PLANS SHOWN LIGHT IN BFCKGROUND ARE FOR J4"0 x 1T LONG PROVIDE DOUBLE STUDS AT ��„-��+•�y�+-�+-- LOCATION REFERENCE ONLV.PLAN NOTES AND SIMPSON TREN MD Stl . SCREW-INANCHOR EAGHENDOFSHEARWAIL ELEMENTS SHOWN LIGHT MAV NOT NECESSARILV I �� SUPPORT THE HANSON GROUP'S DESIGN. _._. __ 5.2i1J_ :�Oi_ T , / SIMPSONSTHDI4HOLDOWNAT q � LOCATIONS SHOWN FASTENEDTO � • DOUBLE STl1DS(REFER TO SISt FOR ' POST-INSTALLED HOLDOWN OPTION) ,,., � . (2�'0 ANCHOR BOLT(]'MIN.EMBED) ALTEflNATE HOLDOWN A � CONCRETE FOUNDATION BELOW - . EngluM ReslEence ` -. 388<G�erryAve ., AAour�d,MN � FRAMING DETAIL � FRAMING DETAIL c 1 5� POST-INSTALLED HOLDOWN OPTION St STACKE�SMEARWALLS p�� \� C�J COPVqIGHT THE HANSON GROUP.LLG 2013