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<br /> � ' � �� � ' ,500 P51 � 28 D�4Y5. MININNM 5-I/2 Ss4GK5 OF GEMENT P�R GUBIG YARD OF GONGRETE AND � �W��o o z��Z z r
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<br /> � D- � i M�4XIMUM OF 6-3/4 G�4LLON5 OF IN�TER PER �i4� 5�4C.K OF GEMENT. NO SPE G I A L I N S P E G T I O N R E Q U I R E D. w=V'w�o F a m o a�
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<br /> 1 � � MAJCINNM SIZE1� /�eG6RE6�+TE IS I-1/2 INGHES. MpJCI N N M 5 L U M P I S 4 INGHES. ALL PH�45E5 OF IMORK PERTP�INING Q o Q=��Q��o��
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<br /> ,; � ; � �� _______ � GONGRETE. r4LL REINFORGING STEEL, DOY�LS, �NGHOR BOLTS, ,4ND OTHER INSERTS SH�4LL 8E SEGURED IN
<br /> '� `; � � � ;; � <t POSITION PRIOR TO POURIN6 GONGRETE. �NGHOR BOLTS FOR PRESSURE TREP�TED SILL PL,4TE5 TO
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<br /> � FOUNIa,4TION W►4LL5 �'O IA�METER WITH 'T INGH MINIMUM EMBEDMENT INTO GONGRETE �4ND M/�XIMUM � � o v
<br /> � : � � � � • ; . � i � ______ � � ��_2 � � � � � � � � °� SP�4GIN6 OF 2 FEE1' ON GENTER. MININNM 2 BOLTS PER 51LL PLI�TE PIEGE. ONE BOLT TO 8E PL�GED WITHIN � ,"
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<br /> a � � � � � � � � � STpND�RD 153 pND HOT DIPPED 6�L.VI�NIZED GONNEGTORS SH,4L.L. GONFORM TO ¢ � `n
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<br /> ' �n� � � � . . �� • � . . . � � STAINLE55 STEEL P,45TENERS ?�ND GONNEGTORS SH�LL BE TYPE 304 OR 316. SIMPSON P1Z�ODUGT FINISHES � � "
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<br /> � � REINFORGED GONGR�TE AND THE M�NU�41. OF 5T�4N17ARD PRAGTIGE FOR REINFORGED GONGRETE �
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<br /> __ __ . , . . , . � ( -O BEND) SH,4LL BE PR�OVIDED FOR �4LL HORIZONT?�L REINFORGENtENT. L�P ,4LL BaRS �4 MINIMUM OF 48 �
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<br /> F .�� � ' �� t� N t� t� P2-3 . � � . � i i I � I #6 THROU6H #18 B�4R5 ---- 2 INGHES �
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<br /> STRUGTUR�4L STEEL SHp.L.L GONFORM TO aSTM P�36, f y=36000 P51. �4LL YVELD I NG SHALL BE 1 N '"
<br /> �V�I��I"tT(O I�l (r l!"�L.�..,5 �F �J^'1���' `����, Ml'�I I�l �LOO� - J���� ���LS � ������� I I / GONFORM�4NGE WITH ?+STM AND ,4W5 ST�NDaRDS P�ND SH.4LL BE PERFORMED BY W,4B0 GERTIFIED WELDERS.
<br /> I �� _ , ,� � �� _ �_ �� � U���� �LOO� - ����� ��t�,l�Cj �+ �"���D�' `�!"t�� STEEL TUBIN6 SH��LL. GONFORM TO ASTM �500, fy=50p00 P51. ,�
<br /> SG�1.�: I/8 - I -O SGI�L�: I/8 - I O SGAL.E: I/8" = I'-O" s
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<br /> J���� �' `�l'tL� SG��I�U�� 'AI I �- ��� ��-L- GONFORM TO WWP,4 6R,4DIN6 RULES FOR WESTERN LUM�R, L?�TEST EDITION. PROVIDE
<br /> TYPIG�L MU]7-SIL.L: 5���� 1� `1�1.�� �O�S: GUT Ni�5HER5 UNDER I�LL NUTS �ND BOLTS BE�RIN6 ,46AINST YVOOD. ,41..L WOOD IN GONT�GT WITH GONGRETE
<br /> P.T. 2x6 w/ 5/8" dla. x 10" ANGHOR NA�IL SP�GIN6 SH�1..L BE PRESSURE TRE,4TED. �4LL STRUGTURAL LUMBER SH�LL BE AS NOTED BELOW:
<br /> BOLTS � 24" O.G. w/ 6�4LYP�NIZED I. PI- ��b �.P.A�. RA�T�D PLYWOOD OR ORIENTATED STRA�ND 80ARD (0.5.BJ ON ONE SIDE O� N4�LL.
<br /> 3"x3"�sl'4" P1.�'1'E YV,45HER. SHEAR YV�1-1- NA I L TOP/BOTTOM HEM-F I R #2 '
<br /> WI�ERE JOIST P�RE HUNG �ROI�I NOTE: �LL SEGTIONS ?�RE DE516N�TION SIZE EDGES STUDS PL�TE BLOGKIN6 REQUIRED #/FT. P2- �6 �•�'.A. RATED PLYWOOD OR ORI�NTl�T�D STRAND BOARD (O.S.B.) ON E?�GH 51DE OF WALL. 2x FLOOR JOIST HEM-FIR #2-------------------Fb = 850 P51
<br /> MUD-SILL 1'.T. 3X RIPP�D TO TYPIG?�L � SHOULD BE USED 2. �OR PI-3, P2-3, PI-2 � P2-2 SHEi�R WALLS U5� 3x STUDS AT ADJOINING PANEL �DGES. N?�ILING 2x ROOF R�FT�RS �IEM-FIR #2-------------------Fb = 850 P51
<br /> ST�M-W,41..L WIDTH W/ GOUNTER-SUNK �T A�LL SIMIL�4R LOG�TIONS PI-6 8d 6" I�" 6" YES 210 SHaLL 8E ST?�GG�R�D. 4x BEAMS DOU6-FIR/L/�RGH #2----------Fb = 850 P51
<br /> �/8'° dta. X 10" ANGHOR BOLTS � 24" P�-�° Sd 4" 12" 4" YES 310 3. N�ILS �FfALL BE 8d GOMMON (0.131" DIANt�TE�. bx BE,4M5 DOUG-FIR/L?�RGH #�----------Fb = 850 P51
<br /> O.G. YV/ G�41..1(, 3"X3"X1'.�" PLATE TYPIG�L HOLDOWN U.N.O. PI-3 8d 3" 12" 3" YES 400 4. WHERE PLYWOOD IS INST�L.LED ON BOTH 51D�S OP WALL, PLYWOOD JOINTS SF+A�1.L �ALL ON LUMBER NOT NOTED HEM-FIR #2-------------------Fb = 850 P51 �
<br /> ���• STHDI4RJ w/ (38) Ibd SINKERS P2-3 Sd 3" 12" 3" YES 800 SEPRR�TE 5TUD5, EA�GH 51DE.
<br /> PI-2 8d 2" 12" 2" Y�S 525 5. ALL P�hIEL �DGES BAGIG�D WITH 2-INGH NOMIPI�L �RAMING �OR PI-b � PI-4 SH�AR WALLS. A�l..L MISGELL�NEOUS H?�NGERS TO BE PR0I�IDED BY 51MP�'.�ON GOMP�4NY. �LL HrhN6ER5 SHALL SE FaSTENED TO �
<br /> � GRID "�": P.T. 3X6 OR 3X RIPPED P2-2 8d 2" 12" 3° YES 1050 PAN�L �DGES BAGIC�D WITH 3x �RAMING AT PI-3, PI-2, P2-2 fi�ND P2-3 SH�AR W,4LL5. INSTALL � `.
<br /> WOOD WITH PROPER N}�ILS. ,4J..L HOLES SHaLL BE NP�ILED. MaGHINE BOLTS TO BE ,4-30'1. RNGHOR SOLTS �
<br /> TO 5'T�M-WALL WIDTH W/ g/8" dla X 10" PA�NELS �ITHER HORIZONTALLY OR V�RTIG,41.LY. SPAG� NAILS � 10 INGHES ON GENTER � INTO GONGRETE SHALL BE �/8" DI?�METER WITH "I INGHES OF EMBEDMENT INTO GONGRETE UNLE55 NOTED
<br /> A�tGFfOR SOLT � 12" O,G. INTERM�DI,4TE SUPPORTS. OTHERWISE ON THE PL�NS, �4LLL N�ILS SH�LL B� GOMMON WIRE NaILS. NaILIN6 SH�41.1. BE IN ?�GGORD�,NGE �
<br /> 6. A�1.L �KGHOR BOLTS SHALL BE INSTALL�D WITH HOT DIPPED GP�I.YANIZED PLA�TE WASH�RS. YVITH IB.G. SGHEDULEe �
<br /> � GRIDS '°G'°e ?�NGHOR BOLTS 12" O.G. 7. RE��R TO FOUNDA�TION PLAN POR ANGHOR BOLT 51ZE, SP�GING P�ND MUDSILL/RIM GONNEGTIONS.
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<br /> - - -- - I � j ' � � � FOR SIMPLE SP�NS ,4ND 24F-YS FOR GA�NTILEVER �4ND GONTINUOUS BE?�MS,?',�;,`�'`'� d'3 �PRODUCT!Oiv"'�� :�
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<br /> � II � 12 � �3 � � D�4THIN6 SHaLL BE /4 INGH TONGUE � 6R40YE, �.P.P�. R�TED SHE�THIN6.�,SP�N R�i'fIN6„'�/Zg WI,TH�LONG � �
<br /> S2 i 52 ; , IMEN510N PERPENDIGUL,4R TO SUPPORTS. UNLE55 NOTED OTHERWISE Npi,�L WI�H°8d-.GOMh%(ON NPiIL5,�,4�''tib � ,
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<br /> _ __ FLOOR SHEP�THIN6 SHALL BE 6LUED TO THE .lOIST AND THE TON6UE �4ND rGR0�01/E ;JOINTS�l,^Ilt'�I �N�'A�J p���p VED �
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<br /> ' -------- SHEaTHING SH�41.L BE 3/8" r4.P.�. R�TED SHEaTHIN6. SPI�N R?�TIN6 g?i(t,, IN5Ta1.LED WITH LONG DIMENSION (� Q ,:
<br /> ��� � � I6 ° � , AGR455 SUPPORT. PANEL END .lOINTS 5H,4LL OGGUR AT SUPPORTS. NA�IL P,4NEL EDGES WITH 8d N,41L5 �T 4 �-�-� Z �
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<br /> ' ' � INGHES ON GENTER �4ND 10 INGHES ON GENTER �4T INTERMEDI�hTE SUPPORTS. �
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<br /> YV�LL SH��THING �
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<br /> 52 �RIN6 TO�BEP�b'� ED6E5 INIDTH Bd�Nr41L5 �T 6 INGHES O GENTER ND 10 NI HES ON GENTER A,T T n �
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<br /> i i� __ 'r �' INTERMEDI�4TE SUPPORTS UNLE55 NOTED OTHERWISE, ON THE DR►4WIN65. v � 0 •
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<br /> �' �LOOR �RA�MINC�:
<br /> - - - - - PROVIDE FULL DEPTH BLOGKIN6 FOR JOIST ,4T TH� SUPPORTS. FLUSH BE,4M5 AN17 HE�DERS NOT G,4LLED DESIGNED BY: DATE:
<br /> OUT ON THE PL,4N5 SHaL.L BE 4x10 DF#2 UNLE55 NOTED OTHERWISE. ?�1.1. 1/ERTIGal..LY 1.�4MIN,4TED GOLUMNS TROY 2012
<br /> --- Iq �41`lD HE,4DER5 SHALL BE SPIKED T06ETHER WITH Ibd N�41L5 SPaGED ,4T 6 INGHES ON GENTER. DRAWN BYe DATE:
<br /> ,l 52 , �`3 JRAd �f12/13
<br /> � � BE,4RING W,4LL �R,4MING:
<br /> I, / ! I PROJECT MANAGER:
<br /> , �} �_; � f4LL DOOR �4ND WINDOW HE�DERS NOT G�4L1.ED OUT ON THE PL�4N5 SH,ALL BE 4x10 DF#2 WITH ONE GRIPPI.� t,q�,�GS JENKINS
<br /> 10 � �4ND ONE STUD /�T E?�GH END FOR OPENIN65 4 FEET WIDE OR LE55. /�LL GOLUMhlS NOT Gr�LL.ED OUT ON THE
<br /> PL,4NT5 SH,4LL. BE (2) STUDS SPIKED T06ETHER WITH 12d N/�ILS p.T 12 INGHES ON GENTER. PROVIDE 2 REVISED BY: DATE:
<br /> 52 �O ✓/2"1/I6
<br /> ' L�YERS OF BUILDIN6 PAPER BETY�EN lNOOD f4NT� GONGRETE. W�41.L5 SHr41..L HP�VE � SINcSLE BOTTOM PLA�TE
<br /> _ _ _ _ _ _ _ _ _ __ 14 ,4ND DOUBLE TOP PL�TE. END N?�IL TOP PL�TES �ND BOTTOM PL.r4TE5 TO EAGH STUD YVITH 2-Ibd N�ILSe
<br /> s2 �a FAGE hIP�IL DOUBLE rOP PLaTE WIrH Ibd NaILs �r lo INGHES oN GENTER. L.�P �ND ��+cE l�l►41L PL,4TE5 WITH
<br /> i �`3 =_ ___ __= 2-Ibd NaILS ?rT E,4GH SPLIGE, GORNER INTERSEGTION. ST�4GGER SPLIGES ,4 MINIMUM OF 48 INGHES,
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<br /> _ �n iii �ii -- - _ ____ �I�G-M,4NU��GTURED ROOF TRU55�5 LATERAL BY: �ATE:
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<br /> --��� � �'� '�� ; TRU�SES SH�4LL. BE PLr�NT FA�BRIG�TED OF DOU6LA5-FIR/LaRGH OR HEM-FIR. TRU55 MANUFAGTURER SH?�LL MEI 07/12/16
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<br /> SUBMIT SHOP DR,4WING5 AND G�L.GUI.I�TIONS STr4MPED, 516NED ANV D�TED BY 1� Wp,SHINGTON ST?�TE LATERAL JOB NUMBER:
<br /> ' � - _ � LIGENSED STRUGTURP�L EN6INEER. SUBMIT TRU55 SHOP DR�lNIN65 TO MITGHELL ENGINEERIN6 POR REYIEW OI6-484
<br /> __ _ __ _ ' , �4ND /�PPR01/aL PRIOR TO FABRIG�4TION OF THE TRUSSES.
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<br /> 2 1 '�I 1 � �LOO� � �) I��� / 1�LJ�..S �• 1"����/ 1��� U���� �i.�OO� � ���M I�� � D�T�I LS �OO� ����I 1 `�G `f' ��T�I i.�S ANW WOODINVILLE OFFICE � •.
<br /> r'J�it�..�: IIB�� = I�-O�� � �'J'�i�..�: I�B�� - I�_O° � JOB NUMBER: �_'
<br /> ��..�: v8�� = ��-o�� 160186
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