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� ►�,���,4�� .��1� ��I�,���J,��� �����ui�� STRIJCTURAL NOTE�
<br /> � 1��1�-F(�. �i��1„1INC�
<br /> D�51C�N Gi�ITERfA
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<br /> 1�1"PE Sf--I�AtI-IINC� S1`UD �C�G�E FIELC> i�L.41�E PLOCK 3x �Tl�pS �4T A35/�TP� C�,�'ACIT1' . IUIND 85 MPN, �XPOSUR� S
<br /> «� SPACI�l� N,41LfNC� NAILINCz N.41LlNC� �p��s P,4N�� �DC��S SPACEN� P�� • SEISMIG DESIC�N CATEC-cOR7 D, 517E CLASS D �
<br /> • ��.00R L.IVE LOAp = 4�D P5F Jarnot Engineering, Inc. ..
<br /> �LOOR 3/�-" .4PA i�d � �o" f�d � 12" NtA NO N/A 185 / 2�� • ROOF SNOIU �OAD = 25 P5F
<br /> 25414 127th Street SE
<br /> ROO� �/l�o° AP�4 8d '� �o" Sd '� 12" N/A 1�10 N/,4 1�45 / 2�5 ��N���� Monroe, WA98272
<br /> Ph. (360) 863-1831
<br /> lU�4LL 1,� 7/l�u �,fi�,4 1�" oc Sd � �" 8d � 12" I�d � ro" �r'E5 NO C�� 48" v.c. 23� CSEISMIG� Fax 360) 863-1481
<br /> „ „ u „ �� „ I. CO�ITRAGTOR 51�A�L B� RESPONSfB�E �OR .4L�. TEMPORA(zl' BRACING PRIOR 1'O �
<br /> UJALL 2A "1�1� AP,4 1� oc 8d � � 8cl � 12 i�d � 5 �'�5 NO C�� 24 o.e. 33�, �S��SMIC� COMPL�'tION OF ALL STRUGtURAL ELEM�NTS.
<br /> i. TN� CONTRAGTC�R SNALL Y�RI�'( ALL FI�LD COND1710NS, EL.EVATIONS �ND
<br /> D(1'1�I�SIONS �EFORE COMMENGING IUORK. TNE ENCzINEER SHALL B� NOTI�IED
<br /> (MM�DIATEL'�' UPON DISGOY�RY OF ANY D15GREPENCIES.
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<br /> GONCRE7E �� ����'��'� � 3
<br /> ���' `, ��� ���� �. �
<br /> NOT�J i. f�'�CuM�25��0 PSI A�' 28-DAYS, � SACKS OF CEMEN�' t��R YARD MINIMUM, 5° MAXIMUI�""°� � ' � � �� � �u�� � ,J,���"'` �,
<br /> �` �� .
<br /> 2. NAILS SNAL.L BE COMMON OR NOl" pfi�PED GcALVANI�ED BOX. STAC�CzEfz NAI�.INC� AT P�YUJOOD JOINI'S ANp SfLL PLAT�S. � � ' ��� �'�;;�� �"�
<br /> 2� REIN�ORCINCz STEEL AST('1 A-�o15, �SRAD� 4m UNL�55 OTNERIUISE NOTED. DETAIL, `� ,��, 5 �� �
<br /> 2. ANGNOR BOLTS 5NAL1� B� I/2` DIAM�TER ,4T SPAGINCzS MARKED ON FOUND�4TION P�.Ai�l MAf�KED ,45 TNUS: � FABRICL�TE fiND Pl�AG� IN ACCORDANG� IUITN TN� LAT�ST ED11"ION OF A.G.I. 'MANUAI. 1 `�� �.j ` � � ���
<br /> �� �� � u OF Sl'ANDARD PRAGTIGE'. ���`�`�� �,����i� �
<br /> 3. PLACE ANGHOR BOL.TS I,UITHIN 12 OF END BUT NOT LESS THAN � BO�T D1,4MET�RS. USE 3 x3 x.229 G�ALVANfZEp PLAT� I.UA�NER. �''������j����'� /,�
<br /> �4. 3/8' OR 15/32' APA RA7Ep SN�AtNING MAY B� 5UB5T1�'UT�p FOR �(11�° SN�ATNINCrt �OR WALLS ONLY. 3. CONGRE7E COY�R ON R�INFORCINCx 57E�L. ICLEAR DIMENSIONSJf ��
<br /> �Ofi�M�D SUR�AGES �XPOSED 70 EARTN OR IU�ATN�R = 2"
<br /> 5. NOLDOUJNS REC�U(RE DOUBLE Sl'UD U.O.N: CAST ,4C�AINS�' S41L = 3' �
<br /> G,,. A1�� �RAMINC� MEMB�RS REGEIV�INCx �DC�E N,41�.INC� FROM ABUTTINC� PANELS SI-I,4LL NOT B� B� LESS T{-�AN ,4 3x MEMBER Of�
<br /> 4. 1..AP .4LL FI�LD Sfi�LfG�S 32 PAR DIAMEt�RB, ih" MINIMUM, u�t�EsS oT+��RW�s� Not��. REVISION BY
<br /> DBL 2x NAIL�D TOCz�TNER lll/ lOd TO MATCH EI7G�� NAIL SP�4GINC"a. �OUNpATION SILL P��4T�5 SNAL� NOT BE L�SS THAN A PROYIp� CORr1�R BARS A�' A�L CORNERS OR IUAL� INT�R5�CT101�15. 10/12/2010 FTJ
<br /> SIN�LE 3x PLA7E UJNERE NOTED ON �OUNDATION PLAN. PL'�'UJOOD JOINt AND SILL PLATE NAILINcc� SNALL STAC�C-��RED.
<br /> �. PROYIp� #4 PARS IN �OUNDATION IUALLS AT IS' o.c. NORIZON7AL AND V�RTICA�
<br /> 7. T-111 MAY BE SUBSTITUT�D FOR 7/1G�° SNEARIUA�.LS PROVIDED �RAMINCx M�MBERS R�CEIV�(NCx �DC�� NAILINC'a �ROM ABll7'TINC� UNL�55 OTHERUJISE NOT�D. PLAG� TNE TOP HORIZONTA� P-'AR ABOV� T�-IE NOOK OF
<br /> PAN�LS ARE DBL 2x 5TUD8 NAIL�p 1'OCxETNER lU/ l�d �'O MATCN �DG�� NAIL SPACENCx, AND NAILS ARE 7NROl1C�N 7N� tNICK TH� A1�CNOR BOLTS. IUN�RE FOUNpA710N VENTS iNT�RRUPT THE TOF' BAR, �DD (ll �4
<br /> PART OF TN� 5N�A7'NING�. UNDER �NE Y�NT UJ(TN 24" LAP EAGN 51D�.
<br /> �. R�IN�Oi�G� AROUNp UJALL AND SLAB OP�NIN�sS UJITN ONE �X7RA �5 x 4'-f0' �ONCz
<br /> DIACzON�L BAR AT EACN CORNER.
<br /> �f. I/2° DIAM�TER ANCNOR BOLtB P�R PLAN, 48" o.c. MAXIMUM SPACINCz IUIT�# 7°
<br /> �MBEUM�NT, UN�E58 OTN�RlU1S� NOT�C7.
<br /> 8. A�L REIN�ORCINCx BARS, ANCNOR BO�.1'S, NONDOUJNS AND OtN�R CONCR�7E
<br /> INS�RTS SNALL BE SECURED IN POSITION P1�IOR TO PLAGINCa CONGRET�.
<br /> ; �. �PDXI' ApN�51VE �i�lALL B� INSTALL�D PER MANU�AC7UR�R'S INSTRUCTIONS. DUST
<br /> AND DEBRIS SHA�L. B� R�MO��D FROM NOL�S DRI�.�Ep IN CONCR�T�. NOLDOU.IN
<br /> I ANCNORa SNALL NOT B� TIGNTENED UNTI� �PDXI' NAS GUR�D.
<br /> . ROOF 5N�A7NINC� �-4
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<br /> Sd � ro" oc U.O.N. �OOD �
<br /> v�N7 BLOCKS 1. ALI. 50LID LUMBER 70 BE DOUCs-�IR NO. 2 OR BE77ER UNL�SS OTN�RUJI9� NO?ED. �
<br /> LUf"'fB�R IN CONTACt UJITN CONCREI'� OR �XP05�D TO UJEATNER lllA�4�L BE � �
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<br /> PR�a�URE 7REA1'ED. � T� �-t..d
<br /> E�-� �
<br /> 51M�'SON N-1 �. PROVfD� GU7 lUA5NER5 �OR �4LL BO�TS B�ARINCz ON 1U00D. � f , o
<br /> � 48" oc C�
<br /> EDC�� NAILINCz P�R ROO� SN�ATNINCa �.,/ �
<br /> A35 P�R LOUJER L�VEL SNEARI.UALL SCN�DU�� 3. ALL NA(L5 vNALL B� COMM01� lU1RE NAILS, Ui�L�55 �XP05ED TO TNE UJEaTNER, �NEN �_L, �
<br /> SN�ARUJALL TABL� i� SI-IEARUJA�L P�R P�.AN 8d � �" oc u.O.N. US� �OX NAILS NOT DIPPED GsALYANIZED. r , �
<br /> SN�A�"�41NCz N07 � �-� l
<br /> �A�'P�C� ON RIM J0151" I�od PLAt� NAILlNCa PER 4. NAiLINC� 1"fINIMUM SNAL� GOMPLl' IUITI-{ IBC TAB�� 23�4.9.1 UNL.ESS OTH�RlUlS� NOT�D. � M'--�
<br /> Of� COMMON PLATE t�PP�R L�VEL SNEARlU,4LL �
<br /> T�4BL� I� SI-{�,4TNINCz NOl' �a. M�7AL GONNEGTORS PER 51MP50N 57RONCz-Tl� GOMPANI', (NG. INSTA�� PER � �
<br /> LAPPED ON R(M JOIST OR i"(ANU�AG7UR�R'S R�GOMMENDA710NS AND A5 I�OTED ON PLANS,
<br /> GC7MMON PLATE —,�,,,A o �
<br /> �— RfM JOIST OR BLK'Ca ��SLE �. CzLU-LAMINAl'ED L.UMB�R SNAL� BE 24F-V4 lOR Y3) �OR 51NCxL� SPAN BE,4M5. � �
<br /> � END 7'R�i55 MULTI-SPAN B�AMS SNALL B� 24F-�/S, UNLE55 07NERUJISE NOTED. � � �
<br /> 8d TN � �o" oc. r T l � ( �
<br /> �– S4-{EARlU,4LL PER PLAPl �f. MANUFAGTUR�D �LOOR 5Y5TEMS SNALL B� INSTA��ED P�R T�IE MANU�AGTUR�R'S w U
<br /> A3� P�R LOI.U�R LEY�L STA 1�D�4 R DS AN D D ETAILS. �
<br /> SNEARUJALL �"ABL� I� l�d PLATE NAILINGs �i
<br /> SN�A�'NIN�z NOT P�R SN�ARUJAL.�. ?'ABL� A35 � 32° oc �• �AST�NE�25 FOR PRESSUi� PRESERVATIVE ANp FfR�-RETARDANT TRE�4TED U100p � � �
<br /> �APP�D ON RIM JOI."-�T I� SN�AtNfNG-� NOT SNA�.L �,E OF I-IOT-pIPPED CaA�.V,4NIZ�D �TE�L, STAINL�cvS STE�L, SILICON BRONZE � 1 �
<br /> OR COMMON PLATE LAPP�D ON (�IM J015T Irod TN '� 12" oc OR GOPP�R. EXCEP�'ION: 1/2' DIAMEt�R OR CzREATER ST�EL BOLTS. �T� ���
<br /> O� GOMMON PL,4T� � F-+-i F--� U.�
<br /> RIM JOrS� aR B�.K'� 501LS AND �OUND�4TIDi�I
<br /> ��pC�E N,41�INC� I. �OUND�?ION AND UTALL AR�AS SNALL NAV� ALL EXISTINCx UNSUITABL� �I�L
<br /> � Sd TN � t" oc P�R SNEA�UJALL MAT�RIALS REMOYED AND BE �XCAvAl'ED DOtUN TO SUITABL� UND15l�URB�D
<br /> SGHEpULE NATI�/� SOIL�a. DRAWN: TJS
<br /> ANCNOR BOLTS SN�ARl.U,4LL 2, FOOTINGS SNA�.L B�AR ON UND151'URB�D NA71vE 501� OR PROPERL'( COMPACI'ED CHECKED: FTJ
<br /> P�R PLAN P�R PL,4N S7RUCTURAL FfLL. ASSUM�D B�ARINCa CAPAGII"Y 2�m� PSF. � DATE: 08/17/10
<br /> - SHEAR `TRANSFER �ETAIL GABLE END � � scALE: AssHovvN
<br /> 3. A 12 1'NIGK �R�E DRAININC.� C�RANULAR MATERI�IL SNALL !�E fN5T,4�LED an
<br /> ��NIND BACK�ILLED UJALLS. •� jOB NO. 10-08-106
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