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I�ANUFACTUR� MANUFACTURm S�EqR WALL ABOVE SHEAR WALL ABOVE
<br /> TRUSS TRUSS P� P�N 16d BASE PLATE NAILING P� P� (2)-2x S�IJDS
<br /> TIGHT FlT ��. �.����-�...� ��.�����;._�-��vw� PER SW A64VE � 1�d BASE PLATE N�ILING
<br /> VENTED ��T �� P� SW ABOVE
<br /> BLOCKING # #
<br /> �� �LOCK NG °�� RIM JOIST � DECKING PER RII� JOIST Eq(ING PER
<br /> �� ` s� � �� � � �� TOP PLATE CONN STRUCT NOTES STRUCT. NOTES ��W�� �
<br /> = SII�PSON A35
<br /> � : SlkiPSON H1
<br /> �� E � r
<br /> ° ' � FROM SW BELOW RIM JOIST CONN. SEE � c� `�'
<br /> '� ...�:N��������.. PER SW SCH. ��.w � -;��- �.� or H3 PER � �
<br /> �� SW SCH. SEE DET A�B�or C DETAILS D, E�or F 16d NAILS � N
<br /> �
<br /> SPAqNG PER C� � �,f,
<br /> . SW BELOW, SEE Q �
<br /> DETAILS B,or C , SW BASE PLATE
<br /> NAWNG � ;
<br /> I�ANUFACTURED I�ANUFACTURED FLOOR JOIST PER PLAN FOUNDATION � �., � �
<br /> SHEAR WALL BELOW OOR JOIST PER PLAN �
<br /> TRUSS TRUSS PER P � _� � ,�
<br /> TIGHT FlT �" p���� ��e... TIGHT FlT ����-�>�-��..� .B. PER SW SGi. � c�
<br /> VENTED � VENTED t; o � � M
<br /> BLOGKING e BLOCKING ,, FOR 16d SLANT FOR SIMPSON FOR SIMPSON NAILS A35 A35F � � � �
<br /> �.� FOR 16d SLANT FOR SIMPSON FOR SI
<br /> �_ ___
<br /> N AI LS A35 A35F w � N
<br /> F , f�.._�M�. r �
<br /> E
<br /> '�-�=� � .. ��SIMPso�V LTPS �� �.:: ��sd sLANT A � C D E F � � �
<br /> �..� ww.�.� --���� PER SW SCH. ��� ....�..��..= -�����-- NAIL PER � ABU N
<br /> SVY SCH. PANEL � -� `r'
<br /> ED�ES � N N
<br /> C1� � �
<br /> � N �
<br /> NOTE: REFER TO SW SCH. FOR C4NNECTION TYPE • �. . �•.; �> M �
<br /> 16d SLANT • � , � oo O
<br /> ROOF TO WALL SHEAR TRANSFER N�� P� SIMPSON A � � '
<br /> SYY SCH PER SW SCH SII�PSON A35F 16d SLANT NAILS SIkIPSON A35 �MPSON A35F
<br /> Scale: NTS = 1'-0' sectton wew PER SW SCH PER SW SCH. PER SW SCH. PER SW SCH.
<br /> FLOOR TO FLOOR SHEAR TRANSFER FLOOR TO FOUNDATION SHEAR TRANSFER DQU�LE STUDS � A�UTTING PANEL EDGES
<br /> SHEARWALL PER PLAN
<br /> Scale: NTS = 1'-0" Sectton wew Scal� NTS = 1��U' secttor, vl�, Scale: NTS � 1'-4" sectta� w�+r ■
<br /> TiGHT FlT SOL1D BLK'G
<br /> ������'��� BOUNDARY NAILS PER PLAN
<br /> FULL HEIGHT TIGHT FlT N�IUNG
<br /> ROOF SHEATHING P� PI.AN ROOF SHEATHING TRUSS BLK'G PER MFG. PER �� �ALL
<br /> PER NOTES OR FlELD BUILD SHEAR TABLE PER SCHmULE
<br /> ROOF SHEATING WALLS PER WALL 6ELOW
<br /> PER PLAN H�o��� S�AP N�i�s �oLTs
<br /> 1 3
<br /> �
<br /> �.... ...... ...... ....., ...,.. ..,,.. ' S11o1D1� MST60 (23)-16d (3)�1/2" DIA
<br /> e �
<br /> .. . . .. .. . . .. ,. . .
<br /> MFG'D TRUSS � � MFG. TRUSS �Q S�S�� STHD10 MST4� (17)�16d (2)-1/2" DIA
<br /> ROOF FRAMING PER PLAN (np� 2x N�►1LER �V� #. (�) PER s�D� MST4� (17)��sd (2)—�/2" D�A
<br /> 2X LEDGER (OR ROOF TRUSS) W/ w� 16d 0 6" O�C � � � , TI�BLE LST�IDS MST37 (11)-16d (1}-1/2' DIA
<br /> ....... _..�e:..,_._,. (
<br /> (2)— 16d EA STUD (BOTH TRUSSES) '
<br /> F � �
<br /> 4
<br /> TRUSSES OR R S PARALLEL TO W� _
<br /> 4
<br /> F 3
<br /> ; ; y„ FRAa91NG PER
<br /> �� '�' ' 4 � PLAN
<br /> ,.... ...... ...... .,.... ...... .....
<br /> � o 0
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN ; 5.5' I�iN .
<br /> � � I ? EQ I SIRAPNATE
<br /> T1GHT FlT SOUD BLK G Tl(�1T F1T SOLID 9lJC G � P� S� 16d PER SW �
<br /> ... �.`�u . BOUNDARY NAILS P� PLAN �... ''� . BOUNDARY NAILS PER PLAN � � �OLTS
<br /> ROOF SHEATHING PER PLAN ROOF SHEAIHING PER PLAN EDGE NAILING N H�.BASE PLATE LOCAl10N
<br /> � �
<br /> , PER
<br /> �._._._.....�_...._....._.........�.____ _._r._........ ._. � _..._ .. _..�._ TA�LE NOTE: BQLTS USED �IALL BE E�BEDEQ A W
<br /> _._._
<br /> SHEAl1NG PER � � MINIMUM OF 4.5 INTO THE FOUNDATION. (f�
<br /> STRAPS SHALL BE INSTALLED PER SIMPSON
<br /> SW SCNEDULE SW PER SCWEDULE SHEAR WALL DBL TOP PLATE CONNECTION NE� � INSTALLATION INSTRUCTIQNS. N4 �OLTS S'�IALL � (� �
<br /> �'� PER SW S(�IEDULE D(ISTING �
<br /> �� ,4'' TRUSS TO WALL SHEAR TRANSFER T0P P�� FOUNDATION pF ��E FOUNDAl10NR TWAN 5.5" �ROM THE TOP �
<br /> TRUSS (M4N0) PER PLAN � • _ �'— ° S�or, Vl�r � �
<br /> zx co��Nuous �°e• N�s o TRUSS �LOCKING TO WALL SHEAR TRANSFER = Q �
<br /> ROOF FRAI�ING PER PLAN sou� au<'c w/ sca�e: Nrs = �'—o" �, vt�„ ALTERNATE HOLDDOWNS � LLJ
<br /> ..._.:_.�,,. ...... 2X LEDGER W/ ..................... 16d a 4� �/c Scale: NTS = 1'-0" v�r .� Q �
<br /> (2)— 16d EA STUD �/
<br /> P I T P P I T aEEv�assoclt��r�s,Ps I�f� � �
<br /> General Structural Notes a3ii-�i?�rxs�raE��rs.w. !�
<br /> WALL TO ROOF SHEAR TRANSFER c�,e�: AI.L CONSIRUC?ION SHALL CONFORM TQ THE INTERNAl10NAL BUII.DIV6 OODE (IBC), � mrn�, o� ED:�o�D�27`3802b Q �
<br /> O1HER G01I�dING CODE� AS REQUIRED BY LOGAL JURI�ICTION. DESIGN LOADS SEE ENqNEERlNG PACKET FOR ( W �
<br /> Scale: NTS = 1'-0" sectton v�ew De51c�11 I.oADs. s�r�ucTu�ai.r�v�Eti� � �
<br /> i �
<br /> �� �,,v� TAIS DRA�VI,"dG IIAS BEEN REVIE�4"ED FOR � � �
<br /> � � �'�� � �� S.�S. S"I'itUCT':TIZ.1L 6EQUIRGIILN'fS ONLY'PER"I"FIE
<br /> � INSPECTIONS: NO SPEqA1 i�ISPECTIONS ARE REQUIRED. NO�1FY BULDIN6 DEPARII�ENT FOR INSPEC110NS REQUII�D �� �� arraci��Lr:•r rcr.�.rrDroR c�.cc,tLaTiorrs. � �
<br /> BY LOCAL JURISDIC110N. � NJ6� SI�G
<br /> A E t�oo aY: �`iH � �
<br /> CONTINUOUS SHEATI�ING REQUIREMENTS � � °��° '°B# �~��� �`11E �►3�D�
<br /> FOUNDA�ONS EXTEND FOOIING TO UNDISTURBED S�L OF Z000 PS`� BEARING CAPAqTY. BOTT'Ot� OF EXIERIOR °� � ��> >�r���r���wr�t��zn _._�
<br /> F00?ING SHAI.1. BE 1'-6' �IINI�AUkI BEI.OW OUT5IDE FlNISHm GRADE F� A1L IiOIES s/18d � � - _ __.�a.._a._...._�..._�.�..�.. _.._.,�..,�...�-.,_ M
<br /> TNESE DETAILS MAY BE USED TO CREATE A CONTINUOUS �IEATHING Puw � � �
<br /> CONDITION TMAT WILL ALLOW FOR THE QPTIONAL RE�IOVAL OF A35 ANGLE (�pAC1ED FlLL: SHOUID tAtVSIST OF NATELY I�ELL—GRADED, c�IWUTAR SOI� FREE OF ORGANIC —� 1'-4" MIN �
<br /> CLIPS SPECIFIED IN THE SFIEARIMAl1 SCHEDULE k1AlERiAL AND DEBRIS. FlLL SSiOULD 9E PLAt�D IN MA��UI� 8" LQOSE LJFTS AND (�IYIPACIED TO A I�INII�Uki OF � � � � �• t'���� � 2X TO� �LATE WIDTH
<br /> 95 PERCEWT OF THE YA��1UY DENSITY AT OP�II�U�1 k101STURE CONIENT DETER�tINED BY AS�I D-1557 TEST � �� � � � � �` '� ' � �
<br /> BREAK �toc�ou�s. �.oc►►� �c � �aE � �o. ° '
<br /> �� �
<br /> OPTIONS �� `j � � � � � HEADER {� 3"OC EW
<br /> �� t�NCRETE: fc = 2500 PSI I�INIMUM 5-1/2 SACKS OF CEIYIENT PER CUBIC YARD OF OO�ICRE'IE AND A �iAXI�UM � � •• .
<br /> � � OF 6,0 GALLONS OF WATER PER 94 LB SAq( OF CE�ENT, MAl01�U�9 SLU�IP IS 4". SEGREGAl10N OF �IATERIAIS TO � �3) 2 X STIJ D S U N 0 � �
<br /> �Ix'G � � ���, g HEADER PER PL N�41L SHTG TO ,Q �
<br /> � EXTEND OVER �� EACH STUD z �
<br /> REQ'D � SiF�14 LOGAlE AT �owv wa.� c��a� � SI�EARWALL _.���... __.____.
<br /> � _ ;..... ._. R�NFORqNG STEEL• � BARS AND LAR(�R SHALL BE GRADE 60 DffORkiED BARS, AND #3 AND #4 BARS SIiALL S1RAP LOCA110�1 � 11A1CH 1� �16' % � .�� 3;°N _._. � � C�
<br /> � �;'`..�.� � ABAi� N.L S'PE 11� �� � �� CJ Z �
<br /> � BE t�iADE 40� IN At�ANCE �1TH AS1N A-615. M�RE FABRIC SHN.L (;OIdFORwi TO ASlkl A-185 AND �d NAlLS � 3 �C
<br /> swA� aE sxs - Mn.4 x �n.4. LAP ON€ FlJLL MESIi AT SPIJCES. �'�' �� � ai � � APA RA�ED SHTG ALL PLATES w
<br /> SW �•-o� � � PER SW SCHED HEADERS & STUDS o Q
<br /> A60VE TIl��R F`�11N� BEM4S IWD POSl'S (4� AND GREAtER� DF—L#2 OR �� U.N.O. � � H�LDOWN {2) 2x PLATES � �
<br /> �� sn�os: HF#2 / s�uu, u.N.o. � PER PLAN
<br /> gyy � � � TO� EACH PLATE � �
<br /> UPP� ��� B�ow DO NOT. , oTMa� u,�e� HF�2 OR BETTER, U.N.o. �
<br /> FL40RS E � 11�1�R SNALL BE IqIN ORIED. t�tADES SHALL tANFORi�I TO "I�A GRADING RULES FOR Y�STERN LU�1�R'�
<br /> � LAlEST EDITION. ROOF 1RU'�SES SHALL BE DES�IED IN ACCORDAPOCE WITH THE T.P.I. AIdD 1F4E IBC. ALL � � � � 'I, 5 S»{� A.B. $" CONC S`�EM WALL DATE/REVISIONS
<br /> p/ �F�16' % 1�Rr „
<br /> CONNECiIONS PER IBC TA9LE 2304.9.t, u.N.o. N�ILS SHALL BE CtN�i�ON I�RE NAILS, U.N.o. ���ous 6. . . � ��o� 0% w� M�E 7 MIN (2) #4 VERT EA FACE 10/2�/05
<br /> CONNECnONS TO BE SIMPSON SIRONG�IIE OR APPROVED EWAL ALL Y�OOD IPl CONTACT WITH CON{�iEiE OR �.� (2) �4 CONT�1� "
<br /> ���� ;���� CONC SLA� �3 TIES � � O.C.
<br /> klASO�1RY TO BE pRESSURE TREAlED. FOUt�ATION SIl1 PLAlES S'FIALL BE 2� MINN�U�I� U.N.O. ANt�IOR BOLTS �. ��°�
<br /> l6d PER ;��- �� ��- SHALL � �11NI�iU1� 1�2'0 AND SPACED AT 48'% WI1H 7' I�INII�UM QlBEDIdENT INTO CONCF�IE. THERE SHALL BE ��''�� � �
<br /> SW BASE A �iINI�tU�1 OF TWO BOLTS PER PIE{� 1M1H ONE BOLT LOCAlED NOT A94RE THAN 1Y OR LESS 1HAN SEVEN BOLT � � �"'�x . � � �:���� z��,�� L,�,���, �
<br /> PLATE an��s � E,ncH ao oF �E �Et;�. �-g• �a►x CONT FTG W� , � � ;, �t
<br /> � '� 1'-6' i�l 4�� � 8°�f8' FTG (2� � ��� �� ��� �'��< <���� .�.
<br /> NALING � CHKED �Y: DRAWN �Y:
<br /> �s . . °� a �►I t2} � t�rr & ��T �..v. 1'-6' �IIN.
<br /> s��w�u s��►TMi�c: APPLY I�INIb�UM 7/16 OSB TO 2x STUDS S'�ACED AT 16 0% f�AX� BLOq( ALL PANEL �►�. Poa�°r • WE R,P E R VS,P E
<br /> ��� EDGES. 8d AT 6'% AT A1L EDGES� A�ID 8d AT 12'% AT INIERIOR SUPPORTS, U.M.O. �;� _ �
<br /> � ° �a�° �.�.� � & A J0� #:
<br /> f • �i....x't3bt 3Y'e".�x
<br /> RooF an��a�: �Y r�iNiuu� �/z" cox �.� (az/�s) o� �/�s• os� o� RooF, N�� ed �T s'o% AT � -� � �
<br /> ;�w�3.��;�.ii��!�_3 �
<br /> SUPPORIED EDGES AND 8d AT 1Y% AT INTERIOR SUPPORl'S� BLOqqNG NOT REQUIRfD. �"'���°��"�_�'� �
<br /> ..��.._=�_��v,�.u. �,
<br /> aR �so�. SHEET N0.
<br /> �oc� aa��a�: APPI.Y �iINI�dUY 23/3Y T�G STURQ—I—FLOOR (24oc) 2x FLOOR FRAA�1iNG kiEMBERS, GLUE AND TYPICAL P�NY WALL RAISED SWEARWALL DETAIL
<br /> 10d AT 6'ojc AT ALL SUPPORTED EDGES, AND 10d AT 1Yo% AT INIERIOR SUPPORTS„ U.N.O. SCp1�: NTS = 1�-0' �� �
<br /> ALTERNATE SHEAR TRANSFER MISCELLANEOUS THE OOi+I1RACTOR SHAIl VEIiIFY Di61�NSI0NS AND �OtdDITIONS AT JOB �TE. �E t�ww�►c� sca��: NTs= 1'-0" section view oo�
<br /> �IALL PROVIQE lE�dPORARY BRAqNG AS REQUIRED UN11L ALL PERI�AMENT CONNECTIONS AND S1IFFENIN(� HAYE
<br /> Scale: NTS = 1�—p� � � BEE�I INSTALLED. DO NOT SCALE DRAINNGS. PR�—FABRICAIED I1E1dS TO BE HANDi.ED AND INSTAUED PER ��"�
<br /> IAANUFACIURERS I�CObI1�ENDATIONS ����° �� �"V��� �"
<br /> �=���1�UV�C� �C�� '���?
<br />
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