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<br /> ` . SHEARWALI.&H4LDQWN NQTES(U.N.O.). tfQLDQWN/ Ff�.S'I'i:N�I25'1'U FUUNDATIQN �n
<br /> 2�—V�� MIN. MARK COMM�N'LS
<br /> (1) Simpson or equai. l.ocate at end ot shearwall u.n.a. (nstaA STILAP°f E} (2)-STUDS MI*I U.N.O, �1NCFiQR*(C)(4) C} �
<br /> per rnanufacfurer recommendations tor foundafion minimum end C� � ;�""
<br /> T-1 STf1.D14/14R1 (38)!(30)-16d N!A
<br /> 2X TOP PLATE � � distanee and embedment,de�pen faundation as required• � Q �,]
<br /> ��aT�"� {2) Cai3struct crfpple wall same as shearwall(SW)abave,and � V �
<br /> gable-end same as shearwall(8W)be(ow. (� '
<br /> . • • NAlL SHTG �{�O (3) Raqulres 3x or(2}2x foundation sif!plate °"� � �
<br /> (a) Threaded rod and coupier as required, .�� �
<br /> • • • HEADER a�,,} 3" OL, E� (5) Common n�ils,UNO:8d=0,131"x2%z",10d�0.148"x3",
<br /> 12d=Q.148"x3Y<",16d=0.182"x3Yz",16d sinker0.1A8"x3'/<". ��� �
<br /> , �2} �K STUDS IJNQ ts) �nstau H�'s on all trusseslrafters,A35's at 24"alc on gebles& �
<br /> H EADEP. PER PLAN NAII.. SHTG TO rim�o�st(ar so�id bltcg}to top p�ate(sill plate at tdn)u.a.o.;when �� �
<br /> EXTEND OVER EACH STUD specitied spacing is�ess than z4"o/c,inskall A35's at rao(sofid � �
<br /> SHEARWALL a�k'Ing fo SW top pfate,and instail H1 or N2,5 on a!f Q)
<br /> �. trusses/rafters. I.TP�F,LTP5 or k.SS�can be.subatituted for A35. ,,; � �
<br /> � APA RATED SHTG 8d N.AILS @ 2" C�C Conn.per Simpson Strang-Tie or equal. � /�
<br /> ��
<br /> PER SW �CH ED AI..�,. PLATES (7) Mini�ttum 3x ar dbl-2x s#ud Iam'd wf(2}-36d(�6�o��ar � •�
<br /> � HEADERS & STUDS . abutt��s pane��d�es, �
<br /> � HULDUINN (8) Anchor boits shali be smbedded at teast 7"into concrete; �
<br /> pER P�,AN {�� 2X PLATES there shali be a mJnfmum of two bolts per piece with one bolt f9P°1
<br /> NAI L SHTG , �ocated not rnore than 12"or less than seven boit diameters fram °q�"�
<br /> I'O EACH PL.ATE . each end ot the piece. 2x min�T,u.�.v,
<br /> A11 ea hi P
<br /> �� ' Date: 7i28/2Q l�
<br /> . SI��ARWALL �CHEDUL�
<br /> � ,Jov#�: 0779
<br /> " (2} 5/8"� A.B. $" Ct7NC STEM WAL.L s�,��'IH]NG-APPLY'�U sFi�n�rii�r;c��nas�nir.s�ts� izooe�eoro�r€.n�rs,
<br /> EMBED 7 IV11N � (2} .#4 VERT EA FACE M�� _ �nse�L(�� s�L�e�.,�-r�,aNcxoks ti�
<br /> �� * Zs HP STUllS(a;ib��alc AGL EDGFsS 73LUCKEll �A���*S F C,UUIt'io"TGP Pk.r1T� 3'�x 3'�x 1/4"4VA5HERS*8
<br /> UN.O.B�LqW*E93 (do nut pcaietrate posC tlusu) 8t SILL PLA'T�*(6) �
<br /> coNc s�� #� TiEs @ s�� o.c. E��� ot�� �����
<br /> 5�N-t 7116"OSB 8d(r^�G"o/c(12"o!c lield} 16d �il 1?"u/c A3S u,24 "o!c 5i8"u1x10"Af3's ,t'i,,d GU "o�'c
<br /> S�'�-2 7l1G"OSI3 8d t+:4"o/c(1?"o/c tield) !Gd si> 6"o/c t\35 c� 26 "o!c Si8"fdx10"A13's c� a8"oJc
<br /> COh1T FTG W/ ��T--. -- SW-3 7/ib"RSB*(7} 8d�u 3"o!c(12��oi�e���a1 #Gc! n7 4"olc A35 ci 1G "o/c ' . 5/8"f3xiU"AB's�� 2U"u/c
<br /> ��� � TQP � RSW 7/1G"OS�3'�7 ��i�2"oie stag�ered SEB D$TA1L i
<br /> � } (12"otc field)
<br /> & BQT 18" MIN. �
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<br /> 1 �A��ED �HEA►R V�/ALL � T � �
<br /> '�' w �T�UCTURAl� F��Vt�Vil �
<br /> � ��W � NTS A�'o�,�,RF��E����y� THIS DRAW4NG HAS BEEN REVIEWED FOR
<br /> t � $TRUCTUFtAL REQUIRENS�NTS(3NI.Y PER
<br /> ` �SIONAL l ��j THE AT7ACHE0 RELEVANI'C30CUMENTS.
<br /> �2
<br /> � J�JB#�'�'�, Df�TE f��i����
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<br /> ; ' �'�'�.Z'� � EV1(ED BY ��b���
<br /> REVI
<br /> j �,, .._.. �. �. .. ; --� i UPSTATE ENGINE�RING
<br /> . 'h''`,�}'1 {t�c'�r�t`7 C (2D6)280-4715•servicesQupst$.cam
<br /> � r'��... .�...�.____�_._._.___,� :
<br /> r�s��c�x ysz �.rrarra•docv. ',�v� �����r.�, : VC31DlPS7A�b1P/i'YKN07REU.
<br /> ' . . . . ' ' . . . . � F. C?_Uv71�2t1U-E�7t;:� F. (E'U&) i:34-bLb� . , .
<br /> 5CI;VfiES�i9P5€B.tiC]M
<br /> General Structaral Nates— Unless Noted C)the�rwise �
<br /> G�,�NE{2AL ALI.CONSTRUCTiON SHALL CaNFORM TO THE lN7ERNATIUNAI.BUIL�ING CODH(IBC},2015 EDITION,OR
<br /> OThiEFt GOVERNING GAp�,AS iiEQUIREI��Y LaCA4.JURlSD1C7lON.
<br /> DESIGN LOADS 5EE 6NGtNEERING PACKET FOR DE31GN 1.4ADS.
<br /> 1NSP�GTIOiUB NQ SPEClAI.INSPECTIONS ARE REQUIRED. NOTfFY BUILDING DEPARTMENT FOR INSPECTiONS
<br /> REQUIRED BY LQCAL JURI5DiC7EON.
<br /> FQUNDA7lON3 EXTEND F40TlNG i'Q UNDESTURBED SOIL OF 2000 P8F 6�ARING CAPACITY. BOTTOM OF EX7ER10R
<br /> FOq'TING 5NALL BE 1'-6"NlINkMUM BEl.QW OU751DE FiN15H�D GRABE.
<br /> GpMPA�7ER�ILt SHOUL�CQN5IST OF PREDt7MiNATELY WELE.•GRAD�p,GF2ANULAR SQIk;FREE OF ORGh\N!C � �
<br /> � ivlAT�RIAL AND D�BftIS. FILL SHOULD 8�PLACEE�ISV MAXIIUIlJM 8"LQ03E L�FTS AND CON3PACTED TQ A MtNEN1UM OF
<br /> 95 P�RCEN7 OF THE MAXIMU�vt DEN8ITY AT OPTIMUM MOISTURE CONT�NT D�TEF2MftdEp 8Y A57M D-1557 TE5T � �
<br /> 2X TlGHT-F1T SOLID NAEL �HEATHING TO PRa��d�'��s. � �;
<br /> WALL FRAMiNG/DECK BLOCKING WI EQGE NAILI NC7 BLQCKS PER SW CONC£2ETE fc�2500 F'SI MINiMUM 5-1t2 SACKS OF CE#NENT PER CU6lC YARp OF GONCRETE AND A MAXIMUM OF 6.0 .�. ���rrr
<br /> RAIL ABOVE PER STRUCTURAL NOTES SCHEDUI.E EDGE NAIL.ING GALLONS OF WA7ER PER 94 LB SACK OF CEM�NT. NIAXIMUM SLtJMP IS 4". SEGREGATIOM OF MA7ERIALS 70 BE � �
<br /> PREVE{YTEO. �—���
<br /> A35 PER SW SCHED SW PER PLAN E,r,F RCING STEEL #5 SAFtS RNR LARG�R Sh1ALi.BE GRADE 60 QEFORMED BARS,AiV[J#3 ANO#4 BARS SHALL BE � .�f
<br /> GRAflE�i0,�H ACCaRDANCE WiTH ASTM A-815. tA�'SQLlC�S 32 BAft DIAh7ETEi�S. WELDED WIR�FASRIC SEiAi.L �' �
<br /> BASEPLATE NAILING PER EDGE NAILING PER �Q�FORM TO ASThA A-185 AND SHALL e�8X8—W1.4 X W1.4. I.AP qNE FULL MESN AT SPLICEB. '�iq°'
<br /> T)MBER FRAMIPtG SNALI.�rtEET ThlE FOLLOWING NiINIMUM STANDARD&: � � �'°'
<br /> SW SCHED OR DECK RAIL SW SCMEDULE �. �
<br /> C+ONNECTION PER PLAN BEAMSAND P�STS(4x_APJD GREATER): DF-L#2
<br /> T Y P T C A L �o►STS�STUps c2x,�}: HF#2!STUp �
<br /> Q P E N I N G �.sTA�� w� B�oc�ci�v� ��-U�LAMINA'iED BEAMS(GI.S} 24F-V�}(24F-Va AT CANTI{�EVERS} � "�,
<br /> 2x_71MBER ShiALG BE KILN DRIE�. GRADES SHALL.C�NFORM TA"WWi'A GF2AI71NG RUI.ES FOR WEST£Rs�IUMBEFt", �
<br /> � A S R E Q U I R E D (4 T Y P.� I�ATEST EDITION. RUO�TRUSSES SMALL BE QESIGNED IN ACCQRDANCE WITH THE T.P.I,AND 7HE IBC, ALI. �y �
<br /> RIM JOIST PER PI..AN CaNNEC'fIONS P�R tBC TABL�2304.9.1. �.s
<br /> ROOF DfAPiiRAGNt iNSTALI.NtfNIMUM 112°GDX PLYUV000{32f 16)OR 7/16"OSB SH�A7HING. NASL ALL SUPPORTED � �
<br /> EDGES ANi7 BOUNQARIES WITH Sd AT 6"Q.C,AND INT�RfOR SUPPORTS W1TH Sd AT 12"O.C.;9LQCKING NOT
<br /> FLR FRAMING PER PI.AN � ReQu�R�n,
<br /> FLOntt DIAPHRAGM INS7ALl.MINIMUNS 23132"T&G STUFtq-I-FLpOR{24oc}SIiEA7HIiVG. GLUE AND NAIL ALL D�TE;
<br /> SUPPDR7ED E�GES AND BOUNDARIES WITH 10d AT 6"O.C.;AtJD INTERIC?R SUPPOR75 WITH 10d AT 12"O.C,,
<br /> BI.QCKlNG NOT REQUIRED,
<br /> MISCELLANEOUS THE CONTRACTQR SHALL VERIFY PIMENSIONS ANO GONpET10NS AT JqB 51TE. THE CONTRACTOR 8I2IZO�7
<br /> SHEAR WALL PER PL.AN SWALL PROVlqE TEMAOF�ARY BRACII�G A5 REQUIRED UNTIL ALL P6RMANENT CONNECTIONS ANp STlFFENINGS
<br /> HAVE BE�N INS7ALL�D. p0 NOT SCALE C3R,4WING5. PRE-FABFtICATED ITEMS TO eE HANDLED AND INSTALLED P�R
<br /> � MANUFACTURER'S RECqMMENDATIOtVS, EHD �IQB:
<br /> H IND DESIGN CRITERIA;
<br /> NO�viiM11�1L WIND SPEED —85 N1PM RfSiC GATEGORY ll
<br /> . • ULTIMATE WIND SRE�D—190 MPH IMPORTANCE�l=1.0 `Zt}�j'�.
<br /> � WING EXPOSURS,B KzT�7.OQ
<br /> (� /� p/� /�`�' � f^V I ��� ! �!'����L..� 3EI'+IMIC q�S�GN CRiTERIA:
<br /> 2 V H�J"t� �f�/"1��F�� /"i 1 EQl11VAtEN7 LATERAL FORCE PROCEDURE ,����' �� �����`�'� SH�ET:
<br /> IMPUR7ANCE,Ie=1.0 Ss=4.25
<br /> ' `T��''y'i NTS � A����}� Q�����'�� NTS srr�c�ass,n � s,�o.ao� ������1��1�� ��� �'������
<br /> C�N fILEV�l��C} FLI�T JC)I\rJ 1 V nri�.�.�r.r.rn�...inn�e n nn
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