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<br /> STRUCTUR,AL NOTES
<br /> I� 1�4�'Ni��C�1�C ,�NU � SN�;�izUJ,�I�J� SCN�DU�� �
<br /> _ N�fi'1=�Ifi� �fi��,1�INC� .
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<br /> _ . D�SIC�N GRfTERl,4 -
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<br /> . . . W D 110 MPN UL7., �XPOSUR� B
<br /> ' 7�t'PE 5NEA7NINC� StUD . EDC�� . : . �I��.D i�LATE BLOCK 3x STUDS.�,T ' �435/LPT� CAPACIT�' ' IN
<br /> N,41 INCx NAILINC� NAILINC� S ,4CIN _ F " � • 'SEISMIG D�SIC�N CA1'EGORY D, slt� cl.Ass p' .
<br /> . .' SPACINC-� 1- E[DC�ES P�4NEL �DC�ES P C-� PL , F�ooR L�v� �.oao = �o Ps� Jarriot Engineering; Inc.
<br /> . , _.. . ; .
<br /> . ROO� 9NOW LOAD = 25 PS�
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<br /> FLOOR 3/4°� AfPA . . . I�d � 6" I�d � 12" N7,4 NO N/A 185 / 26� _
<br /> . Box 0
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<br /> 00� . . �i%i�° ,4PA Sd � �" ' 8d � 12" N/,4 NO . N/,4 ` 1�5 / 2�5 ` C'�ENER,4L P 3
<br /> Mon A 98272
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<br /> . , h. (360) 863=18 1 .
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<br /> e . u . p I. CONTRAGTOR SNA�L B� R�SPONSIBL� FOR AL� T�MPOR/�RY BRACINC� PRIOR 70 Fax(360) 863=1`}$1:..
<br /> U1ALL lA 7/I�" �4PA 16" oc ` Sd � 6 Sd � 12° 16d � 6 YES NO �48 o.c. 23� CSEISMIC)
<br /> UJALL 2,4 �I/16° AP,4 1�° oc .'. Sd � �° `Sd � 12' l�ad � 5° YES ' NO (5) ' 2�° o.c: 335 ISEISMIC) coMPL�tIoN � A�t� 51'Ru�tuR,4� EL�M�N75.
<br /> 1,U,4L�.. 3,4 �/��o" APA 16" OC SG� � 3° SC,� � �2" 16d a 3.5° �I'E..S' 1' .�'7 �r'✓- (o) ��o° o.c. �3� �SEISMIC) 2. TNE CON7RAC70R SNALL. VERIF'� ALL FI��D CONDITIONS, ��EVATIDNS ANp .
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<br /> . , :. iDIM�NSIONS B��OR� COMMENCING WORK TH� ENC�IN�ER SNALL BE NOTIFIEp
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<br /> uP ISC �° �.�.�,�.,
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<br /> IMMEDIAI'�LY ON DISC0I�RY OF ANY D R�P�NCIES. '�
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<br /> NO�'�5 . CONGRETE . , f r�>��� ��,� ��
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<br /> I. N�41L5 SN,4LL B� COMMON OR NOT pIPPED G=AC.�/ANIZED BOX: S'fA�C�ER
<br /> N,4ILINC� At PLYlU00D JOINTS AND 51LL P�AT�S. , � � � �_ �
<br /> , .
<br /> : _ I. f'c = 25m�D�PSI AT 28-DAYS, 5 SACKS OF CEMEN7 P�R YARD MINIMUM, �' i"IaXIMUM "h �:
<br /> / .�..
<br /> 2. ANCNO. 801�1'S 5HA�1� BE 1/2' DIAMETER AT SPAGINC;S MARKED ON FOUNDA�'ION PC.,4N MARKED �4S TNUS: ��� ,� �' �� :; �"'� �
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<br /> R O. SLUMP.. �" i
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<br /> + O T 1,4METEi�S. I�SE 3 x3 x.229 GsALVANIZED PLAT� 1U,48NER. � � s � '�•
<br /> 3: PI.ACE ANCNOR BOL7S IUITNiN 12. 0� END Bu7 No1' LESS TN,4N l B l� D. 2. R�IN�ORGING STEE�.ASTM A-615, GRAD� 40 UNLESS OTN�RlUlS�'NOtED. D��'AIL, � . ��,r��;�,� _ y� �
<br /> . C � WIT � S C I 'MAN �...�,� � �� � �:�
<br /> �: NOLDOWNS R�QUIR� DOUB�E S,7UD U.ON: -. _ � FABRICA7� AND PL.AC� IN A CORDANG N TN LATE T �DITIDN OF A. .. UAI: ;.�. ,� ������ .
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<br /> . IC�'.: �`'�`�`%�'�:� �.
<br /> , OF 5T
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<br /> ANpARD PRACT
<br /> 5. ALL FRAMING-c MEI~IB�RS RECEIYINGc.EDCa� NAI�INC�s �ROt'I ABUttIN�z PANELS SNALL NOl' B� BE LE58 TN,4N A 3x M�MB�R . . .
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<br /> OR DBL 2x NAIL�D TOC�ETH�R U1/ imd t0 MATCN �DC�E NAI� SPAGINC�s.. POUNDATION SILL PL.ATES SNAL�. NOT B� �ESS TWAN: 3.. CONCR�7E COVER ON R�INFORCING S'fE�l�. (CL�AR DIM�N910N5)t _ '��
<br /> 1U00 JOIN7 AND SILL PI�AtE NAII�INC� SN,4�L S7ACxCx�RED. FORMEQ SUR�AC�S EXPOS�D TO EARTN OR W�ATN�R = 2' -
<br /> �4 SINC�I.E 3x PL:A7E LUNERE NOT�D ON �OUND.4TION PL:4N. P�Y D .
<br /> _
<br /> CAS7 ,4CxAINST SOII� = 3'
<br /> _ � _ �
<br /> �. LAP �4L1. FIE�D SPI.IC�S 32 �AR DIAM�TERS, 16' MINIMIJM, uNl.�ss or��Rwis� uoY��. REVISION BY
<br /> PROYIDE CORN�R BARS ,4T ALL CORNERS OR IUALL INt�RS�GTIONS. ._ .
<br /> . _ 5., PROVID� "� B�4RS IN POUNpATION WALLS A7 18' o.c. WORIZONTAL ANR V�R71CA�. , :
<br /> llNLESS OTN�RWIS� NOT�D. PI.AC�.I'NE TOP NORIzONTAI. BAR ABOYE 7N� NOOK O�
<br /> � . � TN� ANGNOR BOL.7S. WNER� �OUNDA710N Y�N1'S IN?�RRUPT TN� TOP BAR, ADD ll� w�4 :
<br /> _
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<br /> UND�R T�I� YENT WITN 24' LaP �ACH 51DE: .. . .
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<br /> _ 6. REINFORC� ,4ROUN� W,4L4. AND SLAB OPENINGS IUItN ON� EXtRA � x 4'-0' LONC�
<br /> DIAC�ON,4� BAR A�' �AGN GORNER.
<br /> , ROOF SNEAtNiNC� . ; �
<br /> � 6' oc U.ON.. `i. 1/2' DIAMETER ANCWOR BOI..TS P�R P�.AN, �8' o.c. MAXIMUM SPACINCz WITN �' : _
<br /> . _ Sd �
<br /> �MB�DMEN1', UN1.�58 01'N�RWIS� N07�D. : _
<br /> � . - VENT BLOGKS _ ,
<br /> . _ : ; . 8. ,4LL R�IN�ORCINCz BARS, ANCWOR BOLTS, NONDDUINS AND OtWER CONCR�7� : .
<br /> - � INSERTS SNA�.I. BE S�CUR�D IN P051TION PRIOR t0 Pl.,4GINCx COhlCR��'�.
<br /> . 9. �PDXY �4DNE51YE SNALL BE IN5?'ALI.�D PER MANUFACTURER'S INSTRUCTIONS. DUSt �
<br /> 51MP50N N-1 AND D�BRIS SNAL�. BE REM01/�D FROM WOL.ES DRII.�,.�p IN CONCR�T�. NO�DOIUN .
<br /> ` � 2�" oc EDC�� NAILINC� PER ROOF SNEA7NINCs ANCNORS SNA�I�.NOT B� TICxNTENED UN71L. EE'UXY HAS CUR�D.
<br /> A35 PER LOUJ�R CEv�L SHEARWAI�L SGhI�DUL� � � _
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<br /> SNEARWALL tABL� I� .. SHEARIUAI.L PER PLAN 1.U00D
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<br /> SNEA'CNINGz N T. !
<br /> : : 16d PLATE NAILINC� PER ..
<br /> �..4iPPED ON RIM ;JOISt.
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<br /> ' O COMMON LA7� UPPER �.EY�L SN�ARWALL - L AI.L 501.1p LUMBER TO BE DOt,lCz-�IR ND. 2 OR B�tT�R UNLESS OTNERWIS� N01'�D. `C�
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<br /> - tABI.� I� 5N�A1'NINCs NOT L.UMB�R IN CONTAGT IUiTN CONCR�TE OR EXPO�ED 70 W�AtN�R UJAHLL B�
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<br /> _ _ . , . , , �ARPED ON RIM JOIST OR .
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<br /> GOMM N PL E
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<br /> -CsABLE ' : OVI E CUT WA5N�R6 FOR ALL BOLTS BEARINC� ON 1U00D.
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<br /> ' IM JolS'C OR BL.K'Cs. 2. PR D
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<br /> ` , END TRUSS
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<br /> , . _ �+ . - � - AI 5 SWA E GOMMON WIF� NAil.S UNLE55 �XPQS�D to tN� lUEA7N�R, TNEN
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<br /> _ . U9E C�OX NAll.s NOl' DIPPED C�AI�YANIX�D. .
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<br /> . 5N A lUA L PER PLAN
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<br /> ,435 ER LOIUER �EVEL -
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<br /> . COM Y WI7N I G TAB�.� 230�.9.1 UNL�SS OTH�RWIS� NO?�D:
<br /> I C� MINIMUM SWAI�I� PL B
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<br /> SNE,4RWA�l. TABLE IF ` l6d PLATE.N,4ILINC� ` �
<br /> 4 NAII�N
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<br /> . ; SN�A`�NINCx NOT F'ER SNE�,RlU,4Ll� TABLE _ A35'� 32 oc ,
<br /> - O IM JOIST ' IF SNE,4tNINC� NOT. _ _
<br /> 5. MEtAL CONN�CTORS P�R 51MP50N STRONC�-tI� COMPANY, INC. INStA�.�. PER
<br /> L.APP�D . N R
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<br /> _ • OR COMMON PI_ATE ,. : l_APPER ON RIM JOI�vT _ I�od TN � 12 oC . � MANU�ACtU�R 5 R�COMM�NIDA710N5 AND AS NOT�D ON PL.AN
<br /> : _
<br /> , . OR COMMON PLATE , . ^
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<br /> �a. GL.U-I�AMINATED �UMB�R SNAI�� BE 24�-Y� lOR Y3)FOR 91NC��.� SPAt� BEAMS.
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<br /> O S O K'Cs _
<br /> I J I7 . BL.
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<br /> . R M R . , : . _ - N WI5 NOT
<br /> MLI[.71 SPAN B�AMS 5NAl�L BE 2�F' V8, UNL�SS OT ER � �D.
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<br /> 7. MANUFAGtUR�P F1.00R 5Y5�'�MS SNALL BE IN57Al�l.ED P�R TNE MANUfiAGTUR�R S .
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<br /> �,. � P�R SN�ARWA1�1� h�+"�
<br /> 8d tN 6 oc - STANDARDS AND DETAII�S. .
<br /> .; . SCNEDU�E
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<br /> .� .,.; ANGNOR 801.78 SNEARWA�L 8. FAST�N�RS FOR PR�9SLlR� PR�SERVA7IVE AND �IR�-R�TARDANT TREA7ED IUDOp .. :
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<br /> � • ��� PER Pl.:AN .. : PER PLAN
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<br /> ' , ,.; . S E�L, 51',4,IN�.�SS STE�L., SILICON BRONZE . ;
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<br /> . NAI��. BE OP NOT-DIPP�D CzALVANIz�D ST
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<br /> � �. OR COPPER EXGEPtION: M�t�R OR C3i�AT�R Sl'�EL BOLtS.:
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<br /> - � , . . GABLE END .
<br /> - SHEAR TRANSFER DETAIL
<br /> > _.. SOILS ,4NL7 FOUNDATION
<br /> , , . : - _
<br /> . _ I.. �OUNDATION AND WALL AREAS SNAL� NA� ALI� �XISTINC� UNSUItAB�.E �I�� .
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<br /> MAT�RIALS R�MOYED ND BE �XGAVA7E OU�! TO SUI�',4BI�E LlND157URB�D � ,
<br /> ' _ _ 5. _
<br /> NATIYE 501L '` DRAWN• FTJ
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<br /> � . . .. 2. _
<br /> FOOTINGS SNALL B�AR ON UNDISTURB�D N;4T11� SOI� Oi� PROP�RLY COMPACT�D .. CHECKED•
<br /> . : L A PA , 'L?. 2
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<br /> StRUCTUR�L �IL . S9UM�I� BEARINCs CA CITY 2mm0 PS�, . � DATE: �f- c,�(,:
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<br /> _ `� SCALB: AS SHOWN
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<br /> �� 1oB No, 1�- o� �i r
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