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<br /> �1,
<br /> ' SNEA TNfNG
<br /> ��. _...._, ..�
<br /> SIMPS4N A35 PER PER PLAN. � PER PLAN __\ { .
<br /> SN�AR'vYALL S�HEDULE SNEARFYALL PER PLAN SHEARWALL ROOF SN�A TH1N� PER P1.AN Sd � 4" t2�: '�� J,� rr �
<br /> 3f4" r&� APA RA T�'D PE�R��AR�LL�CNED, fJt1l16'LE STUDS � S�RAP , C��� t � I�`
<br /> SNEA7�NING. PER SNFARWALL SGNED. � � N1 SE1SM1� CUP AT' E1�ERY ` � �,. I
<br /> PR. Tf?. SILL PLATE I�V/ A.B. PER c�,� � � � TRUSS, EACH �ND. `>>,
<br /> � SNEAR WAiL SCND, 7" MIN. EMBED. w a BLOCKIN� PER � w
<br /> FLQCtR JOISTS I W f 3"x3"xQ.229" PLAT� W�SNFRS FL�(?R JD1S7� --� �
<br /> PER PLAN � ' PFR PLAN � ,�w M F� t� 3� 0.G. ? �-- 8d Q 4" CJ.� SHEA TNING � �
<br /> + `�' �,� 7'0 BL QCKING �FYW�OD PER
<br /> ,.1, �
<br /> StMPS�1N STND STRAP �� �
<br /> �1
<br /> S.W. SGh'EDUCE � f11 ,
<br /> TOENAIL TO TOP T'fl�`NAIL T� TOP I�ENTEI� 2X BL��'f�ING SJMPSON A35 � �
<br /> D �' "
<br /> (2��4 C�N1: TQP � a �r PLATE fY� 16d Q 9&" 0.� f�,f PLATE W� �6d � 16" C1� PER SHF"ARWALL �
<br /> - =1"I'�"=' SIMPSQN A35 P S�HE�ULE '
<br /> ����8" I�ERT P- . 'a � I ��� � '�I I I- SNEAR�ALL�SCNED. , �
<br /> � � ' SHEARWALL S�H !}. �
<br /> NQLa Dt�WN SrR,4P I t?L.D �Q�YN STRAP
<br /> �4@12"0.� HQRlZ. � d ' . �, PER PLAN PER PLAN , �
<br /> p � "
<br /> � � . � Fc�oR �olsr �C
<br /> PF� �c�nr �' �
<br /> � . - . ti SNEAR WALL � � z 2x BLt��fflNG C�
<br /> __ i,; i;� � . . ..� , PER PLAN w ..�� SHEAR WALL w � � 32" 0.C. �
<br /> W a ���n �' � � � �
<br /> • ' :4 . : � o � PER F�LAN c� ,� SNEAR WALL PFt? „ C,� d
<br /> w n`�". `� a" PEAN. SNEARWALL ,� � �,
<br /> T}'A.LR PER P�AN = - cn
<br /> � �
<br /> SEE PLAN „ � r „ , „ S�'ALE.• ��'=1'-�1" S�`ALE.� 11,_�,T�„ S�ALE.• �•'-1'_�7„ � � �
<br /> SCALE.� � =1 -0 SCALF• � =� --(1
<br /> � � 1��L1� DC��N A T .�`�-IE,�R V�A LL S ,..� N�L1� DC��N A l SNEAR U�ALL� 4 Tl'ClSS �t� .�NEAR UVAG.L 5 � � �
<br /> T�'�'ICAL F�JUNDA T1Q1V Sf-�EAR WALL @ h'��?� TF�'C1�.S�� o � �
<br /> �"�✓ �`ti ���`/�`�✓..._``v''�'`�./��'""�`�,%'�'�`�`✓"m``�./"�'"��✓'�_� � o
<br /> � M1S�'FLLANECIUS NAN�ERS TO BE SIMPSDN 4R APPRQI�EI� EQCIAL. ALL HAN�ERS SNALL -+�.+ �
<br /> � O DBL STUD � N�LD-DO�Y�1 �, Sc�'s � 4" C�.C. ACON� RQ�F SNEt��NING p ) r p B� �'ASTFNECI TO WOQD WITN PROPER NA1LS ALL HULES SHALL �E NAILFD. MA�NINE C� c�v
<br /> ' HOLD-I�OWN PER PLAN PER PLAN
<br /> � Q � CENGTN OF BLD�KING `� �Tt� ��TC11��L N� T�� BOC�S TQ BF A-3Q7. ANCNOR BDL T'5 /NTC� C�NCRETE SNALC BE 5f8" INCN I1/AME�'ER -� `�
<br /> c� C,�
<br /> � � SNEAR G�ALL PER PCAN. �1 TN T" 1N�N�'S {�F EMBODIMEN�` INT� �`ON�RFTE UNLE'SS NOTED OTHER�YJSE QN TNE s,�..
<br /> SUBFLR PER PLAN CODE.�
<br /> DESIGN JS lN ACCORl7AN�E W!7'�1 ]`NE �D15 1NTERNAT�I�NAL BU1LD/NG �'QDE �'LANS ALL NAILS SNALL BE �OMMON W1RE NAILS ALC NA/LS 1N CQNTACT W1TN
<br /> UPER FLQOR ELEV. � �J '�C
<br /> � PRESSURE TREA 7�ED WQC�D SNALL BE �AL�AN1ZE�. NAILING SHALG BE lN ACCC?RQAN�E
<br /> .., ....,.;:.
<br /> � ` SIMPSON 'ND' Ht?LD DOWN. �1,B.C.� �SS AMENl7ED BY 7�HE LOCAL BUlGQ1N� DEPAR?MEN�; �CTH 1.8.G SGNEDULE. '
<br /> � } __---____
<br /> , I. SEE P(.A�1 FOR SCZE & Ll VE l.C1ADS'
<br /> LOCA7�t�N. INS7'ALL PER RDOf- ---�5 PSF FLOt1R SN�'ArHIN��
<br /> � � MFG. SPECIFICA TIONS, FL ODh' -------------4tJ PSF SHEA TN/NG SHALL BE 3f4 /N�'H 7`DNGUE & GRC?O l�E, A.f'.A. RA TED SNE'A Tl�1N� SPAN
<br /> � �-J�i��� fl p���S -___�________�� p�F h'I�T1NG 48/�4 WI T�N LONG pIMENSiQN PERPENDICULAR I�Q SUPPC?RTS. �1NLESS NO TEI�
<br /> FLODR JOIST � � PER PLAN. 2x ��T �'�'�� LATERAL: �J1`HERWISE NAJL YY1TN 70d �OMM�N NAILS AT 6 INCKES 0/� CENTER AT SUPP(�RlE1� �
<br /> � ST�RAP LS7736 PER PCAN . SUBFLR. F'ER PLAN W�ND ---------------EXP�SURE B, 11Q MPH,� 3 SEC. �US7' p,q�tEL E��FS & �2 /NG'NES QN CENT�`R AT` AT INT�'RMEDIATE SUPPORI'S TNE FL40R W C�
<br /> �,�W�ALL NAIL HOLES FILLED SNEAR WALL 16d's PER BCITTOM TRUSS STRUTS SPECTRAL RESP4NSE ACCELERATIQN Ss=12�16 SHEA7�-IJNG SHALL 8E GI.UED TCJ TNE JQ1S� ANQ rNE 7�t?NGUE AND GR�D�/E JOJNTS (� C.�
<br /> � Wj 16d COMMI�N NAILS PER PC.AN FOUNDA TIONS•
<br /> PLA TE NA1I.ING ON WI T�N AN APPRO UED ADNFSII/E. �--
<br /> ;� PER�f P�N � 2X BLOCKIN� SNEARWALL S�'NED. 1 EXTENQ F�OT/N�S TQ FlRM UND/S7'URBED SOI�, ASSUNIED B�AR/N� �APA�ITY �F � �
<br /> BFAM PER PLAN S2 � �500 PSF. A�.L EXTERIDR FOOTIN�S SHALL EX7�FNG� A MINIMUM �� l'-6" RQ�F SNEA TNlNG.� IJ._.I f'~4
<br /> � PC�NY W�kLL SNEARW�LL TlI MATCH BELOW ADJACENT EXTERIt?f? �!N/SHED �RADE. SNEATNIN� SHALL BE T5/32" APA RATEIJ PLYWdQD �R 7f96" QSB APA f�AI�EC� � C�
<br /> BEAM PER PLAN ���� ��L�W � � �� 1 SHEA7�tlNG SPAN RAT/NG QF �3�f16. PANE'L END JOINTS SHALL OGC(1f� AT SUPPQRTS C� °
<br /> � NAIL� PLAT'E TO BGQ�'K _ CAST-IN-PLA�E �'�NCRETE.• „ „ `�
<br /> PER Bl?ITdM PLA TE '�'" /�AIL PANEL ED�ES Wf TH 8d NAILS A 7� 6 D.� AND 12 Q.C A T 11V 7ERMEDIA 1'E {/-} C�}
<br /> ; �
<br /> NAILJN� SCN�D. ON BLKG C�4'[�"0.�; BLK� @4'-D»0.C. F'c = 3,OQO PSl @ �8 DA YS. �F'c = 3,QQD PS/ IS USEI? FOR EXPtJSURE SUPPf�RTS UtVLESS NOTEQ �l'NER�YISE QN TNE Oh',4 W/NGS, � �>
<br /> SHEARWALL TABLE TRUSS BQ1"lt�M �N�R� pSt PER PLAN SECURE HIJLD DQWN � PUl�P�SES �}NLY. �'�NeRETF l?ESI�N lS BASED ON Fc = 2,5Qt� PSl f� 28 W �
<br /> t NEX NEAD BQLT Wf DAYS,� MlNIMUM 5-1f2 SA�KS OF �EMENT' PER Ct18IC YARD l�F �ONCRElE "
<br /> � � 1`D PSL Wf THREt#L?ED FLA7' WASHER 1NTC1 �1 t�YALL SNEA rN1NG• � �}- }-
<br /> S/MPSUN A35 1�OD P�'R S/MPS4N AND A MAXIMUM QF S-3f4 GALCONS DF WA TER PER 94� SACK QF CEMENl. SHEA TN/N� SHALL BE 1 2 INCN C�h' 7 �c� /NCH A.P.A. RA TED SHEA TN/NG SPAN �"'
<br /> � TIE I�t1 WN SCNFD. P��" NO SPE�IAL (N.SPECT/ON REQUIRED. h1AX�MUM S1ZED AG�RF�A 7'E l5 1-1 ,2 � C� f , Q W
<br /> 1 � f2A TING 24 Q PANEL. END JOINTS SNALL OCCUR A T SUPPORT�S NAIL PANEL EDGES .:� O
<br /> .............. .,....,..;,...�., .
<br /> �X BLQCKING /'�___.-�"�._��-_.....-/`��.�-'�� % � lNCHES MfiX1MUM SLt1MP /S 4 /NCHE5. ALl PHASES �F WQRK RE1`A/NING TU Wf TN �Od NAILS A T �' /NCNES QN CEN7�ER ANL� �2 1N�NES ON �EN1�ER A T =��
<br /> :����`I�I l�T `���,����� V � I SNEARWACG PER PLAN SCALE.0 1�=1'-tJ" � o � TH�" CQNGh'ETE �'�NSTFU�TION SNAGL ��NF01?M 7'C? 7�NE BUIGDING CO�E 1NTERMEDJATE SUPPDR7"S UIVLES�' NQTED OT�HFRWISE ON 1NE ORAYYINGS � w
<br /> 6 , � 7 S NL� N C�L Q L��I�N-�SNEA R�A L L TC� P,�L ��-Qc�����Erv rs FOR ��iNFo��Fo c��vcR�-�� ,�c� ��iNF���Eo s�-�-�-c n�wFc s, >
<br /> W�1LL �ERPENC�ICCJLAR WITN 1`�1IS INT�I�I�I�Ft� .�HEA�I I�ALL C� R�C�J� TFt�C�J�.SES AN�NOR B�LTS AND OTHER /NSERTS SHALL BE SECUR�Q /N POSITION P£�IOR TO %' �
<br /> £'' GClJED-LAMINA TED TIMBER.• W Li.�
<br /> � � 3 �.�. SKEARWAGL PE`R PLAN Sf��AR GYALL PER PLAN 9pd � 4" D,� PDURfN� �ONCRETE. ANCHQR BOL TS Ft7R PRESSURE TREA TED SfLL PLA 7�FS �Q ���l�,q TED T1M8ERS SHALL BE DQU�LAS-F1RfLAf,'�N KILN DR/ED. STfiESS GRAI�E � � .
<br /> �, SNEATNIN� PER PLAN ; F1.0�1R �t�lSTS SIMPSON A35 F��ND�r/C1N WALLS T'Q BE la DIAMETER WI7�l 7 INCH M1NlM�1M EMBEI�MENT' �p�8/NA7'1C�N 24F-V4 (Fb=24Q0 PSI, Fv=��Q� FOR SIMPLE �'PANS AN17 �4F-U8 F'OR �
<br /> 2x12 C.�'DGER �2)2X SOLID BLKG NA1L BLCJCKS � PER SNEAR�YALL 1NTQ CQNCRETE AND MAXiMUM SPAClNG C�F 4 FEET' C1N �'FNTER. t�fINIMC111A 2 �,qNT'lLEUER AND GdN77NUC?US BEAMS A.l. T:C. CERTIFiCAT�" OF CI�NFQRMANCE � �
<br /> �5) 1Sd � EA. STUD �,�) 16d l0ENA1LS ; TC��F7�HER wf M//V �Fi�16d 1VAlLS PER PLAtV S�N��. BOLTS PER .SJI.L PLATE P1ECE. ONE BOL7' TO BE PLACED W(TN1N 1�2 /N�HES QF /�E{�Ulf?ED, �LULAMS SNALL C4NFORM T'0 A.l. rV. S1`ANDARQ,S 117. FABRfCATOR SNALL � �
<br /> PER BLKG. - EA�N END t�F THE SILL PLA 1"E. ;CIBMI�' DETAILS ANl? SPECIFI�A TIQNS TD 7�NE ENGINEER AND Bl1ILD1N� DEPA�'t"M�NT
<br /> SKEAR WALL PER PL�1N J � y�� � 1 RElNFC�R�'IN� STEEL: FOR APPROYAL. PRI�R 7'4 FABRIGATION.
<br /> RAFrER PER PLAN SIMPSC�N A35 �, �" D.C. ALL REINFC�R�ING S�'EEL SNALL BE PLA�'ED lN CONFf�RMAN�'E WIT�N TNE
<br /> PER S�JFARi�AL� �`''' � BUILDING �ODE REQUIREMEN�S FOR RFINFQR�ED �C�NCRE1`E AND TNE MANUAL FL40R FRAMIN��
<br /> SNEAT'N1N� ,��NEp. OF STANDARD PRA�TIG'E FC�R REINF'ORCED CON�'RETE ��1NSTR�I�T/ON BY CRSI.
<br /> ' PER PLAN DBL. JC1lSTS UNDER Ph'��I1DE FULL DEPTN BL��'KIN� FC1R JOISTS A�` TKE SUPPDRTS FLUSH BEAMS �FB�
<br /> BLO�KIN� �2) J�J1ST SHEARWALL. NA1L Wj DEFORMEI� RElNFCJRC(N� STEEL BARS SNALL ��NFORM 7�0 ASI"M �RAQE 4�7 ,�ND KE�DERS NDT �ALLED �N lNE �'LANS SNALL BE (2,}�x8. ALL l/ERl1CAL
<br /> ALL R�'/NFQR�ING BAR BENC15 SNALI. BE MADE �DLD, W1TN M/N1MUM �'ADIUS l�F
<br /> .� 2X6 TOP PGA TE BA YS � 32" t�� ��'d � 6" o.c. STA�GERED , r, � �� LAt4�f1NA 1"ED BEAMS ANQ NFADERS BE SPiKED 1'��ETHER WI rN 16d NAILS A�' 6 /N�'HFS •"
<br /> � d Q 3" c�.c, FLQQR JOtSTS � � C� 6 BAR DIAMETERS �1 --7 MlNIMtUM). �I�RNER BARS �2 -Q BEND� SNALL BE pN CE'N7�ER.
<br /> SHEATHIN� 1'l7 PFR PLAN SHEAR W�ICL PER PLAN. PROl�ID�'D F0�' ALL HORlZQN1'AL REItVFOR�`FMEIVT. LAP AGL BARS A MINIMUM
<br /> gF,q� BLQCfC1N� � SNEAR �YACL PER PLAN. QF 48 BAR DlAME7`ERS (INLESS NDTED OTNERWISE. UNLES�' QTHERG�ISE Nt?1�E`D �EARING �YALL FRAM(N�� +
<br /> PER PLAN ON TNE DRAWIN�S REINF�RCING STEEL SHALL HA U� THE F4LLQWIN� MIfVIMUM �{�L D�1dRS AND W/NDOW HEADERS NOT �ALLED OUT ON THE PLANS SNALL BE
<br /> ' PR. TR. SILL PLA TE Ph'. TR. S1Lt PLA TE W
<br /> � f�ENl�'D BLQCKIN�" + � �,� � � C�U�R.� (2�Zx�C1 11{�UGLAS-FIRfGAR�N #2 Wl7�N ONE �RIPPLE AND QNE Sl(lD EACH ENQ FDR
<br /> {1
<br /> ' ��"' W 5 8 D1A. A.B. PER ANCN�IR BQL 1`S pER ��' `�;�
<br /> � � -� �1PENIN�S 4 FEET OR LESS ANIJ T'�Y�1 CR/PPL.ES AND ONE STUD FDR QPENIN�S MI�RE
<br /> �1 �> ' ����-�111�r ('�
<br /> SHEARWALC SCHED. SHE,4R WACL SCHEDULE �� ��� } �� CONCRE7'E CAST A�AINST EARTH.•..........................................3 11V�NES
<br /> SNEE� 3. �'� ��,, ��,,t,, . rN,4N 4 FFET W1l�E. ALL. COLUMIVS NOT �'ALLED DU7� ON TNF PLANS SNALL BE 2
<br /> � , x�' �x�,s�:.''� "� ..�_ CONCRETE EXPQSED 1�D EARTN OR WEATHER: � �
<br /> �,. �. �: � �6 TNRDUGH #18 BARS....................�,............,......,,.............,..2 /1V�NES �TUDS SPIKE LAMINAT�`l7 �QLUMNS TO�E77�ER W1TH 16d N,�ILS AT 92 1N�HES flN
<br /> ' ____�,-� . � ._ : - . � ,, ...__ �� , ' . .. , � ' . ..... ..... . . ........ ..... � CENTER. PRQ1/IDE TWO LAYER OF ASPHAL7� 1MPREGNATED BU1LDlNG PAPER AT�
<br /> � � ° � � '� ��� • = I t=i � � � .° ' � i 1 ; �� -" � � � #5 8AR AN� Sr�ALLFR......................... .. , ,...1-/z lNCNES I�.
<br /> A35 PER .�� � I�} � I- I I . . �� � �-I � _f � �� i , -, � �_--.�i 1 . . � ...E�-�;i-�� � �' * ; CONCRETE NOT EXPOSED TO EARTH OR WEA�NER,� ��1NTAC7� �'URFA�ES Bf7�WEEN WOQD ANQ ��NCRETE. WACGS SMAGL NA!�E A SIN�LE � �..
<br /> . A -
<br /> SNEAR WALL �4: . � ' � a -�� � .�� I- � �: �. . ,; ,� . � _� � � J
<br /> ` � � B�T1��1M PLATE A(VQ A Q�IUBLE TQP PLA7�E END NAIL TOP /'L.AlES AND BQlT'aM Q
<br /> � � � CC3NT ��1NC. FTG. �# �: < #i�F AND �18 BARS....................................................................�-f2 /NCNES
<br /> SCHQULE' . Q 4 .. . ° . �ONT. CC�N�'. FT'�. ��, �: "� � . .�y . . ' °-o� �- ' PGA TES �C� EACFf STUC1 W1 TH .2-�6d NAJLS FA�E NA1L Df�UBLE TOP PLA lE WI TN �6d C'�1
<br /> 4 ' �� SE'E PLAN F�R RElI�F. ��'�'� �
<br /> : �,. . SEE PLAN FQR RE/NF. , °- . . : . ��'�..��tst�'� �`l� BAR AND Sr1�ALLER.............».,........,.........................,.......,..3f�F 1NCH '�C �...
<br /> + � - � � . .. . ,�`� :'' '.��' SLAB ON GRAQE �FR�M lKE SURFA�E�................�..........,.....1-�� IN�NE,� NA/LS A 7� �& 1N�HES ON �ENTER S7'A�GERED. LAP ANQ FACE NAtI PLA TES �Y1 TN I- N
<br /> �`�'t��';�-..�' 2--16d NA1LS AT EACN �'PL10E, �CIRNER INTERSECI7QN. S]`A��ER SPLICES A MlNlMt1M LL�) r-
<br /> „ , „ SEE PLAN ,, SEE PLAN WELDED W/RE FABRI� ,f � � �.,.. ,
<br /> SCALE: 1 =1 --4 �C 'f � "�[�' ` �� QF 48 �N�'NES & NA1L W 4 16d E,��H SIL�E QF SPUCE, FACE N�l lL. BO TTOM PLA TE Q "`'`
<br /> ,� ��WVYF SHALL �'ONFORM TQ ASTM �1-185. WELDED WlRE FABRJC SN,4LC BE LAPPEI� WI�H ,2-16d NAIL.S A1` 16 O.C, �h' PER SNEAh' WALI. S�HE0�1LE ,J C?
<br /> `� ,SI�EA f�' T�R'A NS�Eh' C� C7FFSE T SHE`A R W�L �C� SI�E��C'V�'A L L 7"C� �R'A ��L,SPA�E� FF�'A M/IV� � 1 SHEA�C'�VA L L TO � �1 �1�'� ��=�� ' �NE c�oss���F Pc c�s � iNCN�-s ��.�. s" Fo� sX� �ESK�. c ocA�- wwF �-��" �C -
<br /> L.�"�' R ��LSF� FF�AMIN�' Ff?OM THE TaP QF �ONCRE�E F01� S�AB 4N �RADE. WWF ,SHALL BE CHAIRED 1N PRE MANUFACTUfi'ED FLQI�R JOlSTS� �r . .
<br /> JC?1ST'S SHALL BE MAfVUF,4CTURE'Q lN A PLANT APPR4l�ED FOR FABRfCAT1�N BY TNE
<br /> SNEAh'W�LL SCf-��`DULE'. P�1Si7`lON WITN �fAXIMUM CHAfh� SPACING {?F 4 FEET. (,�„� W
<br /> STRU�TURAL STEEC: 8UlLD1N� 17EPARJ�hfENT AND UNI�FR THE Sf1PER1/1SI�N �F AN APPRQI/ED THIRD PAR1�}` � �--
<br /> IYC�LD{�WN .SC�"IL�QC�ILE STEEL SNALL BE DETA/CFD, FABR/CATED AND EREClEl7 /N A�'CQRQANG'E �Y1TN /NSPECTIQN AGEN�Y. EA�H JD/NT SNA�L BE 1DFNl1FlED BY A STAMP IND1�,�TlN� THE .�( '�L
<br /> EpGE NAIIlNG S 1 l. L 80T�Tf1M REMARKS TNE A.1.S�: SPEC/Fl�A7"JDN FOR TH� DESI�'N, Ft1BR/CAT/QN AND FRECTION DF ��1ST IYPE CAB� NER REPOh'T' NUMBER, MANUFA�TURERS NAME, PLAN7" NUMBER „J �
<br /> lOcl � 4" O.C. MARK AC10W MATERIAt, BCOCKING PCATE PLATE FASTENERS MIN, EI�BEDMENT DEPTNS {Fc=250�psi) STRU�TURAL S�E�EL BUILDINGS ��TN EDI�lON1. S1�Rt1�TURAL STEEL SNAPES r,:�����'�`������'���'������`����`��'�`�,'�������'������������'�
<br /> L0�4D R�QD EDGE F�ELQ AN�NORS NAlL1NG FOR TNREADE� RODS SNALL �'UNFtJRM 1�CJ ASTM DFSI�NA�10N A--36 UNLESS N�lED QTNERWIS�: PREF�IBRI�ATED !�L YW��D WEB JOISTS SHI[.L 8E DESIGNED BY TNF MANUFACTURER
<br /> �p, p� � FOR THE SPANS AND CONQ1 TIQNS SNOWN �N 7�NE PLANS AND SHALL BE FURBlSHEO ���
<br /> Jt?1ST PER PLAN POURED w/ SQUARE A1VD REC7'ANGULAR STRCICTURAL STE�"L TUBING SNALL C�1NFOft'M 1'0
<br /> ROOF 180 Plf l/2"CDX ND 8d �6" 8d �12" - - MINJMUM STANDAh'D �a. M�DE�. N0. p,�CH�R siMPSUN SET EP�XY t�) p�UB�E NUT & AS7MM I�ESIGNA170N A50D, GRADE B. STEEL PJPE SNALL �DNFQRM TQ TNE + ANI� INSTAILEQ 1N C4NFORMAN�`E 1�1/11�H THE MANUFA�TURER'S SPEC1FiCA7%DNS A1.L .
<br /> JOISTS P�R PLAN SFfEATNING PER PLAN � D�A. Sos � x 2 WASHER FOR SSTB ASTM DESI�NAI�IQN A53, TYPE F C�R S, GRADE 8 (Fy - 46,O�D PSI�. WELDING NEGESSA}?Y BRfL?GiN�, BLQ�'KIN�, ST'1FFENFRS, ETC. SNALL BE DETAILED AND �
<br /> F100R 215 PGF 3 4"CDX N� 10d �10 ldd d�10° - - MIN/MUM STANDARI� t J2 W(}t7D 8" STE�1 8" STEM F�IRNJSHED BY TNE MANUFACTUh'Eh', StJBMI T SHOP QRAW/N�S AND DE,SIGN �`°�,.
<br /> � ������ WA�.�. {3� S�AB (4) W��� ��� S�AB {4} SHALL 8E !N A��ORDANCE' W1TN THE STRU�'7�URAC WELC1(/VG �Ol1E L,4WS ALL �,q����A7�lONS BE�IRIN� rKE SlAMP CJF A L1�EN5ED ENGINEER �0 TNE ARCHITF�T � i.
<br /> WELDIN� SKALL BE �'ERT(FlED 8Y WELDERS �W.A.B.�. QR FQU,4L� US1N� E'6�1 0�" k.
<br /> � SW-1 260 PCF �f2�CDX�R ij2nl�,SB YES 8d �6# Bd �12� �f2��48� 16d� l6" M/N1MUM Sl`ANDARQ E70 ELECTROf1ES SHQP DRAWIN�S QF ALL STRUG7�IRAL STEE'L �YORK SHALL PR/OR r(J FABR/�'AT7�N. DES1�N SHDWN �N TNE PLANS IS BASE� QN JC?/SI�S AS
<br /> �I BE St18MiTTED TO THE ENGINEER F�R APPRO��SL PRIOR T�J FABRI�`A TCf�N. ALL ��NUFA�`TtJREQ BY 7"N� TRUSS-JOISTS COh'Pt�RA T/QN. ALL NANGERS AND OTt�ER
<br /> S�Y 2 38�1 P1F 1f2#PLYf�00� YES Sd �� 8d �12A 5f8$�24" 16d� 10� A35 � 24'� � STHDI� STEEL MEMBER5 SNALG BE G/I�EN C�NE SHOP �OA l' C�F APPRI}I�ED Pf?1MER. �RQ�`��'E SHALL BE COMP�k T/8LE W1TM TNE JQ�.STS PR�i�/DED. �
<br /> � NONE N{l�E NQNE NCINE NONE NON NQNE N(lNE ��
<br /> � AN�NOR BCtL TS FUR FOUNDA TION QNL Y. .3" SQ WASNERS, �AL VANAZED. Q 82 .�'"PARALLEL PAF Jt�1ST SURFACES TO BE EMBEDDEQ 1N CQNCRETE, FIREPRQC�FED 4R FIELD WELDED
<br /> � �� PRE-MANUF�I�'TURED Rf�OF �RUSSES� Cpl'pr"pE?t1tS
<br /> BG��KING PFR fCDEF FOR NF# MEMBFRS, 3X M�MBERS FOR SH�AR �YALLS > 39n �jFT TD T�P PLA�F H STHp10 R� No�� NON� NONE Nc��E N�N� �vONE NONE NON� ALL AN�C�R B�IS SNA��BE �STM A3p7. 8E A325 t1NLESS NlJ7�E0 �T�NERWISE. TRUSSES SNALC BE PLANT F�IBRICATED �F DD(I�LAS-FJRfLARCN OR NFM-�lR. TRUSS '�
<br /> MANUFA�TURER SNALC SU8rt�1 T SHOP DRA�Y1NGS ANI� �ALCULA l'IONS S7'AMPED S1G'NED ������� 7
<br /> h1FG. � 48" Q.C. SIMPSON A3,� PER SH�A� WALL NC���� STRU�`7'URAL lIMBEfi�S• AND DATED BY A F�ASH/N�TON STATE LJC�NSED STRU�`TURAL ENGINEER. ALL TRUSS
<br /> SN�ARwALL 5�1���uLE. 1. 1N ,�DDITION T� H1 NURRICANE� TlE AT EAC�1 RAF1�Rj7RUSS UNC.�SS N�TED QTHFRWISE ON 1, N�'s sH��� �E s�cuR�Q wf s�MPsoN �Eco��t��v��� FAs7�NER� �a � M�r�iM�►M �� 2-zx ALL �RA�E� SHA�L GONFdRM T�1 WWPA �RA�ING RULES FO� WESTERN LUMBER, PLA�ES AND C�NNEC�QRS SHALL BE 1.�:8.�. APPRDI�E� UFRIFY ME�HANI�AL UNIT
<br /> PLANS. vERTICA� MEMBERS NA��E� w/ 1sd t� s" o.C. sTAGGERED. LATES7' FDITiON PRQl�Il7E �(/T WASNFRS UNl]ER fiLL NU1�S AIVD B�?LTS BEARING l4ADS AND LOCATI�NS Wl�-I SUPPLIER AND FURNISN ADDIT/ONAL Tf�USSES AS .
<br /> � USE DOUBLE STUfJS AT AL.L WALL AND WALLS THAT EX�'EED �0'-0" 2. EP�XY ADtiESiVES REt�UIRE SPECIAt� �NSPECT[0� AND ARE T� BE APP�.lED IN STRICT ACCORDANCE AGAI/V,ST �Y04p. ALL W4QD /N CQNT,QCT WITK CONCREI�F SHALL BE PRESSURE
<br /> SNEAR WALL PER PLAN ,3 ALL NA/ClN� 5HAL1. NAk�E A M/N/MUM OF �„ E�GE D/STAN�E w� SIMPSON RECOMMENDA�IONS. REt�UIf?ED. SUBMIT TRUSS SHOP DRAI�INGS TQ THE EIV�/NEER �F RE�ORf� F4R R�4�IEW
<br /> TF�'A TED PER PRESER 4�A Tt l/E TREA rMENT NQTE ALL STRU�TURAC LUMBER ,��p �ppRO k�AL PRIC�� TO FABRIGA�ION,
<br /> SMEATNiNG FASTENEh'S SHALL BE DRI}�EN FLUSH �UT SNALL NC1T FRACTURE THE SURFACE OF �' A������ ��` �TEM WAI.�. I.00ATIONs SNA�� NAVE A MII�IMtJM EDGE D(STANCE OF 1�" AND END SHALL BE NOTEI? BELOW.• SpE�IAL �OND1TlONS.• '
<br /> : 4, DISTANCE ClF 5 .
<br /> 1�-fE SHEATNING a�. DE�TH OF S�AB OR F�a�NG AT ANCHOR �flCATIONs 5HA�.� BE A �iNIMUM �F 1.5 �MES TNE �x FLQOR & RAF. �1SlS NEM--F/R #�....................Fb = 8�0 A,SI �NF CONTRAGrQR SNALL I�ERIFY ALC D/MENSJONS AND �QNDi�(ONS !N TNF F/ELD. ALL
<br /> 5. SHEATNING PANELS AT SHEAR WALC MAY BE LAIL? �Y1TH FA�'E GRA1N PARAL�.EL QR ANCFiaR �EPTH. 4x gF,qM,S pC1U�-FIR/LARG'N �2....F6 = 90Q PS! DISCREPANG'!ES 5HALL BE RFPQRTED l�Q 1�NE ARCHITE�`T OR ENGINEER �'HE
<br /> S�ACE.• �"��'-D" PERPENI?I�ULAR �� 6x BEAh�S DC�UG-F1R CARCH 1....F� = �350 PSJ �'ONTRA�T�R SHALL PR4l�lDE ADEQ(1ATF SNQRING AS REQ(11RE0 (1Nlil. PERMANENT
<br /> F. FLOOR DIAPHRA�M l0 8E M!N � C--D OR C-� PL YWQ�D HQLD-D�WN S7'RAP5 F�R FLOOR 7�0 FLOC�R �� � � �ONNE�T/C?NS AND STIF�ENERS NA�IE BEE'N 1NST'�1LL.E0. TNE �t�NlRACT(�R SHALL
<br />� �+ p r F�t�OR SHEATNING PANELS SNALL 8� LAID Wl7`K F'ACE GRAIN PERPENDICt1LAR T'�1 SUPPR�ITS 4x COLUMNS DC�UG-FIR/LARCH �3.,...Fb = ��00 F�SI I/ER1FY S1ZE AND L.�1�AT�C�NS �F ALL QPENINGS lN THE FLQOR; R�1QF, AND WALC,S
<br />� �.� FLC�OR TC� �H�AR �ALL"�«,� ��, ��t-t�L�C.L � AND �QNTINII�US O4�ER 2 SPANS M/N1MUM. S}'MBdL MQQEL /Vv. FASTNERS ENL? L�"NGTH 6x CQCt1MNS dOUG-F/RfCARCf� �9.....F6 = 12QD PS/ W1lN ALI. THE APPROPR/ATE I�RAV�fN�S TN�' �ONTRACTDR SHA�.L COORDINAI'E WITN
<br />'� 8. FCJR ROOF ANt? FLOOh' SKEATING SlA�GER PANEI. ��1NTS ENDS �'-D" MlNIhfUM 2X HFM FIR STUL?S Fb = 675 PS! THE 8U/tD/N� DEPARTMENT FC1R ALL BUILD/NG DE'PAR7'MENT 1�EQU/RED iNSPECTIONS
<br /> H �� N1STI36 �`�8� ��'� ,2�" QC? N0�' S�ALE TNE ORAWINGS T�N� DETAILS SNOW�V ARE 1'YPICAL ANQ SHALL 8E
<br /> TNE PLtiTE �YASNER SNALL EXTEND WITHIN �j2 OF TNE EDGE OF TNE BQTTDM PLATE QtV TNE SINKERS USED FOR LIKE QR SIMILAR �l?NQ1T'IaNS Nt1T SN�1WN.
<br /> S1DE WITN SHEATNING F�?R SNEAR �'APACITY GREATER THAN 4l�}�PLF FC�R WINQ OR SE1SMJe
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