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� -- - - HOLDGvdrd SCHEDULE - - - --- <br />'`�� HOL�OkNS IP4TALlEO M wEw r0UN0AT10N5 <br />�� j J ,. F.� THRU BOLTS EfdBEDMENT� MININ�UM � <br />! '.IGG��. �OL� �� STRAP EDGE le d� <br />NAtLS/SCREWS ! tNGTH DIST. <br />i - <br />LSTHDBRJ N/A (24) 1Dd COMMO�! 6" E�.1BED �h'� NA 'dA <br />STHD10/RJ N/A (28) 16d C01dMON 10" Er,IBED il�i�� ���� �'�A <br />HOL004^JN NOTES <br />1. F�LL-THREFD BOLTS SHALL COPlF�P.lA 10 A5T�.1 A707. <br />2. L'i";PdUh1 CONCRETc CO!.IPRESSIVE STRENG7n fc - 2500 PSI � <br />3. A�L HULDOv1N5 RECU�RE A(2) 2. POST'UN!ESS IJOTED OTHERWISE. HDUtI AND riHD014 <br />REQUIRE A 4a6 � F�J 2 1dININUM ?OST S�ZE. U.N.O. l'MERE HOLDO'NNS ARE INSTALLFD INTO <br />iHE 'd70E FACE OF THE STUD, THE STUDS `duST BE ST�7CH ^1AILED TOGFIHER �'�/ 16d <br />SIidKERS STAGGER:D m 4" 0/C. � �. � <br />4. !.11NRAU!d EDGE DISTANCE �5 �OR FORMED CONCR[TE EkPOSED i0 `,vEAiHER OR SO�L FOR <br />CONCRETE CAST AC�i��;ST SOIL PROViDE 3" CLEl.R TO AVCHOR 80LT. <br />5 NAILS/SCRE'�tiS TO HCLDOVVN POST SHi.LL BE PER 61FNUFACTURER'S SPECIFICATIONS. <br />6. ALL. HOLDOWM 90LiS b1U5T BE RE-iIGHTENED JUST PRIOR i0 ENCLOSING ?ND SIDE OF . <br />V1HLL <br />I <br />HOLDOV:N POSi. SEE <br />HOLDOwu SCHEDULE C4 <br />PIFN FOR ldIN11.1U1.7 <br />4E�:U�R[MEP;TS-� <br />.00ti.T10N OF <br />���OLDG'!:>: TO BE <br />I�dSTALLED <br />I <br />! ._ATERAi_ I��ARKING <br />I <br />I <br />NAIL ROOF SHEATHING 70 <br />� lOP CHORD w/ 84 �� 6" O C <br />E'' "H <br />� ._ thi.LL <br />FOR DGUeL� SiDED <br />SHEARYlALLS, IHE SHEATNiNG <br />ON EFCH FqCE uUST EXT�ND <br />GONTiuU0U5 BE7WEE: <br />z <br />`-TYPE Of HOLDONSY TO BE <br />INSTnLLEO <br />SHE.�RYJ.�LL DESIGN:.TIO�: - SEE <br />. SHEAP.IYALL SCHEDU! E FOR FRAIdING: <br />. 1JAIUNG �N� ANCHORAGE <br />EGENp REOUiRE1dFNT5 <br />� . I..�`.. .... <br />r + . <br />� 2K FLAT �iD GABLE-. <br />i IF SHEATHIIdG IS P70T <br />BRO�(EN ON i0P PLATE. <br />,, . USE A35 i� t2" 0/C_, <br />SHEARWALL PER PL <br />SHEATHII•IG i0 ldATL"H <br />SrIEAR14ALL. NP.IL TO <br />GABLE PER SCHEDULE. <br />E3R[AK SHEATHING ON <br />TOP PLATE ONL1' <br />LATERAL �RACING �S <br />kEOUIRED AT ALL GABL[ <br />E':U iRUSSES AND IS TO <br />3E GETAILED �Y iRU55 <br />61APlUFACTURER <br />� GAQLE END/SNEARUVALL CONNECTION <br />---- ---_ . -- --- - - - __ <br />- __ , <br />__ '-__.- ______ - _._-_ � . N �- V� -_. / NN ', <br />SHEf,f�WALL SCHEI UL� CD�� � <br />MARK SHEATHING EDGE NAIUNG FIELD PJAILING SII L PLA?E & �ONN BOTTOId TOP PL. T� �'� <br />v o co I <br />��,§" CDx O��E i'e� o A B. � 48" 0/C I LTP4 Gr' 20" 0/� "� <br />1 F�CE 8d �s� 6" 0/C 8d y 12" 0/CI y:/ 2z�SILL PIATE� �'�'� 2x 80TT0! '�� <br />PLATE <br />�� �Si� CDx ON 1Gd 0 12�� 3'B' o A.6. � �G" 0/C LiPs � 12" 0/C , <br />_`,�� lOd � 4" 0/C ��� p�� 3. SiL! PLATE �y� �x BOTTOA� <br />❑i �rr <br />�HEARWALL f�OTES <br />1. aLl SiUDS. BLOCKING, TOP aND BO?T01.7 PLATES SHAIL BE HE!J-FiR N0. 2 UIdI.ESS <br />NOTEO OiHERI';ISE OtJ PLANS. ALL SHEATNING EDGES �.!UST 9E BACMED YlITN 2x OR <br />'hiDER FRA!.tING (SEE NOTE q3). � <br />2. SHEAiHING 'dAY BE WSTALLED EITMER HORIZOPITALLY OR VERIICALLY. "ALL � <br />$HEARP/ALl SIIEATHING IAUST EKTEND TO iHE CUTISGE EDGE OF.ALL HCLDOVlN POSiS <br />AND CORPl�RS. A�dD i0 TH: iF�SIDE EDGc" GF FRA�GINC rROUt:D 0?ENINGS. <br />J. '�ti�`ERE SHEA7HIIJG NAILINC IS SHEARVl7.LL SHEARWALI j/4-AND GREATER, ALL <br />FRn�!t^;G �!E�ABERS RECEIVING EDGE NAIUP�G FRO!.� ABUTTING PANELS SHALL NOT 9[ <br />lESS THnr� A SiNGLE 3-iPlCH NOr�Ir�AL 'dE�.�BER F00'TIONnLLY. 'NHERE SHEARWALLS <br />AFE SHEATHED CN BOTH FFCES, ALL STUDS AND PLATES RECENMC EDGE NAiLWG FRO.'.1 <br />BOTH FACES InUST �c A SINGLE 3-INCH �lGMINAL tdEA!BER OR PAId:L JOINTS MUST BE <br />OFFSET. (2)2x 67AY BE SUBSTITUtED FOR A SING:E 3z 1.!E!.�BEP. PROVIDED THE STUDS <br />AHE SiITCH NFiL�D TGCETHER v�/ 10d NAILS SiACGERED C�9 6" ajc FROM EACH SIDE. <br />< SHEARI'JHLL NAIUNG CRITERIA IS BASED O�J TABLE "[306.4.1 OF TH� iNTErtNAiIONAL <br />�UILDING CODE VALUES ARE 8l.SED ON OS� SHEATHIWG w/ HE�A-FIR ":0. 2 �RA!dING <br />AND C01df.10N NAILS. <br />5. NGIDOVi^:5 AND OTHER CONNECTIONS 1dAY �E REUUIRED AT TH� ENDS OF �dANY <br />S4E�RWnL�S SiZES .�ND LOCaTIGNS OF iHESE CONNECTORS nRE INDiCATED Otd iHE <br />FLANS. REFER i0 TNE APPRCPRIATE GETAILS FNO;OR HOLDOWN SCHEDULE FOR� <br />ADDITIONAL WFORIdATIOt: REGAROING ANCHOR BOL'S, EIABED�dEIJT LENGT.H, ETC. 11MERE <br />(2) 2='s nRE USED a5 a HO�DOv� POS7. SHEtiRwaLL EDGE NAiUNG MUST BE <br />STAGGER�D MTO EHCH MEI.19:R OF iNE POST. <br />6. ANCHOR BOLiS �dUST BE E�dBEDDED A!.tlNl!,:UI.! CF 7" INTO COWCRETE OR GROUTEO <br />CldU, AND SHALL BE PLACED TO PROVIDE A 1.11NIMU!.1 OF 2" COVER. PROV�pE 3" <br />COVER FO�R C0�'JCRETE CAST AGAINST SOIL A 3X3X.229" PLATE I4ASf�{ER IS REC'UIRED. <br />THE PLAiE WASNER SHAL Ex7EPlD i0 Y�ITNiN Y" CF THE EDGE OF THE BOTiO'.1 PLATE ON <br />THE SHEATiiED SIDE, FOP 2Xo YlALIS SHE4THED ON BOTH 51('�S, THE PLi\iE'NASHEFtS <br />IA:.Y oc STAGGER�p, OR YOU CFN USE 4 h F4 �i %.220" c,;�: ,1ER C[t1TERED GN T�1E <br />PLATE <br />7 �LL MACHWE BOLTS SHALL BE �ST�d �307 OR �ETTER. HILTI� KIYIK Ci0LT5/SIL!PSC�J <br />TITEN HD BOLTS OF THC SAIdE �IA6!ETEH AS SHOV'IN IN THE SHFAR\YALL SCHCDUIE tdAY <br />BE SUBSTITUTED FOR ANCHOR BOLTS WTO [XISTINC CONCRETt". BCLTS SHALL BE , <br />EMBEDDEO n n!INI1.sUf� OF }?," WTO F_Slti(ING CONCRFiF_ � - � <br />8 ALL NAILS AND CONNECTORS IN fpry1�ACT WI1H pRE55URE iREATCD V;UOD (E%CEPT <br />FOR �ORITE TREAT[D �5'OOD) bIUST B[ HOT OIPPED GALv�NIZED OR 5lA�NLE55 STEEL i0 <br />RES6T CORROSION. � <br />7. WIRE STAPLES IdA'( BE SUOSTiIUTED FOR NAILS IN SHEAR PANI=LS. � <br />10. NNLS MUST BE SiAGG[RED wHEN SPnCED AT 2" 0/C. <br />.�"�` ___�- <br />�'' jr�'''' <br />T ,' <br />�' � V" . <br />� <br />�'�� `_ <br />o� <br />Qi <br />rJ <br />U <br />O ` <br />� `� <br />v� k' � ': <br />Q �r - <br />�i�-, <br />C J�.. <br />J(. � <br />� w r, � <br />w c. , <br />(n Y •: v <br />Qi t � { <br />� � ' ; <br />�Y. _; ;-'� z <br />. z <br />C� •_ <br />O• <br />� `� � i <br />r+ ' <br />` LL -, <br />7 <br />.-� <br />U <br />� <br />L �_ <br />� <br />(/� <br />Drawn By CHRIS <br />Checked By CHRIS <br />Date: it-21-13 � � <br />SDA JOB�NO. <br />7167 <br />STRUCTURAL <br />DETAILS <br />S-L.Q <br />