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� I,����,��M ,��� 5�����,��� SC������ STRUCTURAL NOTES
<br /> ��1�-�I�' ��'.41''C INC� DESfC�N CRITERf,4
<br /> • 2m15 1BC
<br /> T�'PE SNEATI-41NG� STUD EDC-�� �IELD PL�4TE BLOGK 3x STUDS �4t A3�/LTfi�4 C�4PACIt`r' i . WIND llm MPN ULT., ExPOSURE B
<br /> «� SP�4CINC� ��4fLINC� N�4fLfNC� N�4ILINC� EDCx�S P�4NEL EDG�ES SPACINCx �'LF • SEfSMIC D�SICxN CATECsOR�' D, S�tE c�,4ss D
<br /> • FLooR Llv� LOAD = �m PSF Jarnot Engineering, Inc.
<br /> �LOOR 3/4" �4i=A l�d � 6" l�d � 12" N/�4 NO N/A 185 / 2ro� • ROOF SNOIU LOAD = 25 PSF P.O. Box 704
<br /> i
<br /> ROO� �/l�o° APA Sd � �o" Sd � 12" N/�4 NO N/A 145 / 2Q>5 �ENER�4L Monroe, WA98272
<br /> NO��� Ph. (360) 863-1831
<br /> i 1. CONtRAC70R SNALL BE RESPONSIBL� �OR ALL TEMPORAR�' BRACINCs PRIOR TO F�(360) 863-1481
<br /> i COMPL�TION OF ALL STRUCTURAL EL�MENTS.
<br /> 2. NAILS SNALL BE GOMMON OR NOT DIPP�D C�ALV,4NfZ�D BOX. STAG-�Cs�R NAILINCx At PLl'U100D JOINTS AND SILL PLATES. �
<br /> 2, ANCNOR BOL7S SNALL BE V2" DIAMET�R AT SPAGINGS MARKED ON FOUND,4tION PLAN M.4RKED AS THUS: O 2. TN� CON7RAGTOR SNALL VERIFI' ALL FI�LD CONDITIONS, EL��/AtIONS AND
<br /> UIMENSIONS BEFORE COMMENCIN�s IUORK. 7I�E ENCsiNEER SNALL BE NOTIFI�D
<br /> 3. PLAG� ANCNOR BOLtS UJItNIN 12" OF END BUT NOT L�SS 7NAN � BOLT DIAM�T�RS. US� 3"x3"x229" C�ALVANIZED PLAT� IUASN�R. IMMEDIATE�7 UPON DISCOVER't' OF ANY DISGR�P�NCIES.
<br /> � T. `��
<br /> 4. 3/S" OR 18/32" APA RA7ED SH�,4TNINCx MA`t' 8� SUBSTI7UT�D FOR �/l�o" SNEATHINCz �OR UJ,4LLS ONL1'. CONGRETE ��pF H'AS � '
<br /> �� �� �
<br /> 5. NOLDOUJNS REQUfRE DOUBLE StUD U.O.N. I. f'c = 25�Om PSI AT 28-DAl'S, 5 SACKS OF CEM�NT PER YARp MINIMUM, 5" MAXIMIIM'. �'4 `' x
<br /> � SLUMP.
<br /> <��
<br /> r' ��
<br /> ROO� SNEAtHiNCs 2. REIN�ORCINC� STEEL �4STM A-�oi5, CsRADE �Fm UNL�SS OTNERlUlS� NOtED. DE7�41L, �' 2�7�
<br /> Sd � �o" oc U.O.N. �ABRICAT� AND PLACE IN ACCORDANC� WITN Tl�E LAT�ST EDITION OF A.C.I. "MANUAL ��d�;� �
<br /> j OF StANDARD PRACTIC�".
<br /> �I�NT BLOGKS ROOF SN�ATNINCz �� � �
<br /> ��,,� � �
<br /> 3. GONCRE7� COV�R ON R�INFORCINCx STE�L. IGLEAR DIMENSIONS)t �� v �-' G �
<br /> Sd � �" oc U.O.N. FORM�D SUR�ACES EXPOSED TO EART�4 OR IU�ATF�ER = 2'
<br /> � CAST ACzAINST 501L = 3"
<br /> � 4. LAP ALL FIELD SPLIGES 32 BAR DIAMET�RS, 16° MINIMUM, UNLESS OT�lERIUIS� NOT�D. ^REVISION BY
<br /> SIMI�SON #-I-1 EDCs� NAILING P�R
<br /> PROVIDE GORN�R BARS A7 ALL GORN�RS OR lU�4LL INT�RS�CtIONS.
<br /> a 2�4° oc � SNEARIUALL SCNEDUL� 5. PROVIDE "� BARS IN �OUND�47fON IUALLS AT 18' o.c. NORIZONTAL AND YER7ICAL
<br /> C�sABL� —�� � UNL�SS 07N�RlUISE NOT�D. PL�4C� 7H� TOP {�ORIZONT,4L BAR ABOvE tN� NOOK O�
<br /> SNEARIUA�L END 7RUSS GABLE END t�� A�CHOR BOLTS. UJNERE FOUND,4TION vENTS INTERRUPT T�{� TOP BAR, ADD lU �4
<br /> PER PLAN
<br /> UND�R THE YENT UJfTI� 24' �AP �AC�I SID�.
<br /> A35 P�R SNEARUJALL 'i 6, REINFORGE AROUND IUALL AND SLAB OP�NINCxS lUltl� ONE EXTRA "� x �'-0' LONCa
<br /> TABLE I� SH�,4THINCs 16d PLATE NAILINC� DIAC�ONAL BAR At �AC+� CORN�R.
<br /> NOT L,4PPED ON RiM PER SN�ARLUr4LL tABLE
<br /> J015T OR COMMON IF SNEATHfNCx NOT A3� � 32" oc
<br /> PLATE LAPPED ON RIM JOIST l. 1/2" DIAMET�R ANC+�OR BOLtS PER PLAN, 48° o.c. MAXIMUM SPACENCz IUITI� '(" �
<br /> OR GOMMON PL,4TE �lr'od TN � 12" oc � EMBEDMEN7, UNL�SS OtNERUJISE N07ED. �
<br /> 8. ALL REINFORCINC� BARS, ANCNOR BOLTS, NONDOIUNS AND 07NER GONCR�7E ~
<br /> � INSERTS S�4ALL BE SEGURED IN POSITION PRIOR 70 PLAGIN�x CONGRETE. � �
<br /> �DCzE NAILINCx O �
<br /> PER SI-��ARUJALL 9. EPDXY ADNESIVE S4�ALL BE INSTALLED PER M�4NUFAGTUR�R'S INSTRUCTIONS. DUST �T�
<br /> SCNEpULE AND DEBRIS S{�ALL BE REMOV�D FROM +�OL�S DRILLED IN CONCRET�. NOLDOUJN 1-1 f-�1
<br /> ,4NCHOR BOLTS SNEARUJALL �4NCI�ORS S+�ALL NOt B� 71CxHtENED UNTIL EPDXY I�AS CURED. � n
<br /> P�R PLAN fi'�R PLAN , � � (
<br /> UJOOD ^
<br /> �--1 �
<br /> SHEAR TRANSFER DETAIL 1- �LL SOLID LUMB�R TO BE DOUCz-FIR NO. 2 OR PET7�R UNLESS 07HERWIS� NOT�D. Q �
<br /> LUMBER IN CONTACt UJITH GONCRETE OR EXPOSED TO WEATN�R IUANLL B� � __ `
<br /> I PR�SSURE TR�ATED. w
<br /> 2. PROVIDE CUt lUA5NER5 FOR ALL BOLTS BEARINCs ON UJOOD. w �
<br /> Sd � 3" oc �W 3. ALL NAILS S+�ALL BE COMMON WIRE NAILS, UNL�SS EXPOS�D TO TH� IUEATI�ER, 7NEN � O
<br /> N�ADER PER PLAN � USE BOX NAILS I�OT DIPPED Cs�4LVANiZED. � �
<br /> 4. NAILINCs MINIMUM SNALL GOMPLI' IUITH IBC TABL� 23(d4.9.1 UNL�SS 07�4ERWI5� NOTED. ^ � ►--1
<br /> 5. METAL CONN�CTORS PER SIMPSON STRONCrt-TI� GOMPANI', INC. INSTALL PER � a�
<br /> f---�1 r/
<br /> MANU�ACTURER'S R�GOMM�NDA1'IONS ANp AS NOt�D ON PLANS. �
<br /> �2) ROUJS 16d 6. CsLLI-LAMINATED LUMBER SNALL B� 2�F-V4 lOR V3)FOR SINCxLE SPAN BEAMS. w ^ �
<br /> SfNKERS �' 3" oc ! MUL71-SPAN B�AMS SNALL B� 24F-Y8, UNLESS OTN�RWIS� N07ED. � �
<br /> SIMPSON F 224. ALSO USE 07N�R
<br /> SIDE IF �ND STUD N07 FULL �. MANUFACtUR�D FLOOR Sl'STEMS S+�ALL B� INSTALL�D PER ?N� MANUFACtUR�R'S � �,j,� �
<br /> BR�,4K Sr-IEA7NINC� lUIT1-IIN N�{�Nt STANDARDS AND D�TAILS.
<br /> 24" O� MID-I-lEICxNT (IF �T� �/ �
<br /> N�CESSARI'). USE 3x 7/l�0" /�,PA RAT�D SNEATNINCs FLILL fj-a M+1
<br /> BLK'C� OR l2) 2x NAIL�D NEICxI-17 �ROM SILL PL TO TOP OF � 8. �ASTENERS FOR PR�SSUR� PRESERVATI�/E AND �IRE-RETARDANT TREATED U100D �•-�1 �I.� �
<br /> TOCx�TN�R lU/ l�d � 3" oc NDR UJ/ 8d�3" oc ALL STUDS AND 51�ALL B� OF I�OT-DIPP�O CsALYANIZED STEEL, STAINL�SS STE�L, SILICON BRONZE r T� �
<br /> PLATES. Sd�12" oc FIE�D NAILINCx. OR COPPER �XCEPTION: V2' DIAMETER OR CsREATER ST��L BOLTS. F'�"� �
<br /> F-+�-1 F-�-�1 �
<br /> DRILL � EPDXI' UJ/ SIMPSON S�7 OR �QUIv. 2-2x STUDS i SOILS �4ND �OUND�TION
<br /> 5/8" pIA x Im" �MBED FOR HDUS HDU HOLDOUJi�I PER PLAN. �. 1�od SINK�RS � 3" oc 1. FOUNDATION ,4ND UJALL AREAS SHALL I�AYE ,4LL EXISTINCz UNSUITABLE FILL
<br /> 1-3/4" MIN �AG� DIS7ANC� IN5T,4LL P�R NOT�. TO RIM MATERIALS REMOI/�D AND BE �XGAvATED DOIUN TO SUI7ABLE UNDIBTURBED
<br /> US� EXt�NDER NUT NATIVE SOILS.
<br /> AS NECESSAR`t'. DRAWN: FTJ
<br /> I
<br /> 2. FOOTINCzS SNALL BEAR ON UNDISTURB�D NAtIV� SOIL OR PROP�RLY GOMPAGtED CHECKED:
<br /> ; 87RL1CTURAL �ILL. ASSUMED BEARINCx GAPAGItl' 2mmm PSF. DATE: 08/24/17
<br /> DR(LL � �PDXI' W/ SIMPSON �7 ` ^ `: ' �
<br /> OR �QUIV. OR TITEN ANCNOR. �2� ��2" aNCNOR � .° . . ° : a ° '~ SCALE: AS SHOWN
<br /> 4" MIN. EMB�D. ANCHOR BOL7 BOLt. INSTALL %, ' �
<br /> SIZ� � SPAGINC-r PER PLAN. PER NOT� � � � • ( •� JOB NO. 17-06-106
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