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<br /> G�I�IERAL A F Ho�ooW�� POST �
<br /> �
<br /> PER PLAi�. (2}2x �
<br /> 1 . ALL MATERIALS ,��fQ WORKM,�NSHlP SNALL C�NFORM TO I NE MINIMUM
<br /> CQNTRACT DRAtNI(�GS. � �` a
<br /> � MSTC � 8B3 STRAP � �-�
<br /> PER P�AI� � � N ti �.
<br /> 2. DURING THE CONSTRUCTIQC� PERIOD THE C�NTRACTOR SHALL BE ��.°, '
<br /> RESPO�ISIBLE FOR TNE SAFET`Y OF THE BUILaING. THE C�NTRACTOR � K
<br /> SHALL PROVIDE ADEQUATE SHORI�IG, BRACII�� �1ND GU`YS IN START NAILS 1%2" UP
<br /> AGCORDANCE WfTH A�L NATIQNAL, STATE AND L.�CAL SA�ETY � FR0�1 END 0� STUD U)
<br /> ORDINANCES. ANY DEVfAT10N MUST BE APPROVED PRIOR TO FRECTION. B � �
<br /> � 07
<br /> 3. A�.L ERECT101�1 PROCEDURES SHALL CONFORM TO OSNA STANDARDS. ! �� �
<br /> Af�Y DEVIATI�i� MUST BE APPRC?VEQ BY QSHA PRIdR TO EREC 1lON. (5)16d NAILS �R�M FACE NAIL �: � �
<br /> KING STUD TO '� Q �`!
<br /> 4. THE CONTRJ�CTOR SHAf L BE SOLELY RESPONSIBLE FOR ALL HEADER-� :'� (n � Q �
<br /> C4fJSTRUCTIQ{� PRaCEDURES I�1�LUDlNG !AGGIN�, SHORING AND � � � `t
<br /> P R a T E C T I O N O F A D J A C E(J T P R O P E R T Y, S T R U C T U R E S, S T R E E T S A N G 16d @ 8" o/c F R�M B�AM PER PLA� � <C � � �
<br /> UTf1�1TIES li�l ACCORDANCE WITH A�� NATI�NAL, STATE AND I�OCAI � KING STUD TQ TRIM MSTC48B3 STR/�,P EACH � � o � o
<br /> S A F E T Y O R D I�I A N C E S. eA H � ;l S T U Q E N D O F B E A U I � � �,
<br /> � � � -�
<br /> � 5_ TH� CONTRAGTOR SHA�L BE RESPOI�SIBLE FC�R COORDIN�TING THE � � . � � .d . . .. ` �
<br /> TRlM STUD fPOST PER PLA�1. (2}2x r� � L
<br /> WORK QF ALL TRADES AND SHALL CHE�K Af�� dIMEf��lONS. ALL a� ��° 4 n � a � �Q��4 � � 4 ' - �
<br /> �04 4 8Q ��� � a _ . , .. M!{�IMUM. SEE PLAN FOR HOLDOWN Q.) Q � � �
<br /> . a ,. � w : .d .... .,� . . . d � m � a nq. " <
<br /> aISCREPA�ICIES SNALL BE CALLED TQ 1HE �TTENTIOC� (JF THE ENGINEER ' .��<.° ° 4 aa � . � � � � � . � ' . G �°°� :�4 i REQUIREMENTS �T BASE [� � � o �>
<br /> AND BE RESOLVEQ BEFORE PROCEED9NG 1NITH THE UV�F�K. .� �" ° ` � � a� � a
<br /> .. ' ' � ' a � .a�.. u -F� � >
<br /> C A d �•Q .
<br /> �d�' a ' ° � a � • � .a.�' � C�I Q� �
<br /> . � � , � � � � ' . ,4G �. . "4._Q ,v . a ... a � e e.4 ' 4 �a4� /� � � !�� 0 �I V � � � � � E V I � � �
<br /> 6. SHOP DRAWING� FOR PREFABRI�RTED TRUSSES, STF�UC I URAL STEEL� Q d . ' ° � a ad , '. P4 . 4 a • 9 . p � QJ ' I � c� ,� ua
<br /> AND MANUFACTURED FL�OR JOISTS SHALL BE SUBMITTED TO THE � � "'
<br /> ENGI�JEER F�R REVIEW PRiOR TO FABF�lCP,TIQN. � �
<br /> -�--�
<br /> . w
<br /> 7. DRAWINGS INDICATE GENERAL A�1D TYPICAL DE I AILS OF � a
<br /> CONSTRUCTION. INHERE CONDITIOfJS ARE NaT SPEGIFICJ�L�Y IND�CATED A DOUBLE T�f� P�ATE IN EDGE NAI�ING ! � �
<br /> BUT ARE OF SIMILAR CHAR�,CTER TO DETAILS SHOWN, SIMILA2 DETAILS � � a Hd�DOWN PER SCHEDULE DOUB�E STUD -�
<br /> f�F CONSTRUCTIOf� SHALL BE USED SUBJECT Tp REVIEW BY THE �STAGGER) AND P�AN {HDQB—SDS3 OR PER PL.AN U�
<br /> ENGINCER. � SHEARWALL EQGE fVAll�l�`�� AT A�L PAf�EI� SHOW�J)
<br /> EDGES. BL�GKING AT A�� PANEL EDGES Q CaQRDINATE ALL ST�D STR�P PER PL.�,N —
<br /> 8. ALL DETAILS DESIGNATED AS STANaARD OR TYPICAL SHALL QCGUR il� vUNE�C APPLICABLE. ��ND PLATE SIZES ��v/ ��. CENTER BETWEEN
<br /> ADDITIOf�J T� ANY OTHER SPECIFIC DETAIL CALLED QUT, � EDGE NAILING TO HOLDOUI��J PC�S I (FUL� SHEARWALL SCHEDULE : FLOQRS.
<br /> HEIGHT STAGGER INTO DOUBLE STUDS ��
<br /> � REQUIREMENTS W �
<br /> '�. COORDINATE WITH MECNANICA�, PLUMBING, ANC7 ELECTf�ICAL DRAWINGS O STUDS @ 16°' ON CE�ITER �J EDGE �lA1LING i 0 POSTS, ��' � W �
<br /> r O R S I Z E A N D L O C A T I O N O F A L I Q P E N I N G S R E Q U i R E D F C}R D U C T S, P I P E S, � PRESSURE TREATE� SiLL P�t�TE WfTH T R I M S T U D S, �N D K E f�G ��E A R S P A N ; � �
<br /> PIPE SLEEVES, �LECTRIC�,L CONDUITS, AND OTHER ITEMS TO �E EDGE NAILfNG AND A�JCHOR BOLTS PER STUDS �10 I�Ai�S � � � �
<br /> EMBEDDED IN CONCI�ETE OR 0 tl HERWfS� 1NCORP�RATED 1N STRUCTURAL �HEARV�IALL SCHEDU�E. �}K BEARfNG STUf� FOR RCQUIRED � W
<br /> WORK.
<br /> ;a.
<br /> � TOP PLATE SPLICE NAII_ING TO BE (8) 16d NEADER � 0 �
<br /> '10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STA�iDA�D SINK�RS (Ml�f}. LAP 48" MI�IIMUM. �� � � �
<br /> DETA�LS �OR NEA I ER�, iUIECHANICAL EQUIPMENT, VENT�, DUCTS, PIPING, CENT�R SPLICE �N �TUD. :Q: —F��OR �RAMING (�
<br /> ETC. ALL SUSPENDED MIECHANIGAL EQUIPNIEI�T SHA�L BE SWAY QR PER PLAN � � �
<br /> �ATERALLY BRACED. � TD � SHEAR ��A �� � �� �IAT O � W�� RI �
<br /> � _ �DOUBLE STUD [L �
<br /> 11 . ARCNITECTURAL AND �r1ECHANICAL PLANS ARE CONSID�REd A PART ��R�-E� 1���=� 3—O�s OR PER PL/�N W � �
<br /> OF THE STRUCTURA�.. DESIGN DRAWI�1GS AND ARE TQ BE USED TD DEFINE � � W
<br /> DETAIL CONFlGURAT10fJS lNC�UDI�JGj BUT NQT LiMITED TO RELATIVE
<br /> �OCATION OF� MEMBERS, ELEVATIONS, DIIv1ENSIQNS AND �.00ATIONS OF �L� � � TQ �I.._O � R STRAP � � �
<br /> ALL Of�ENI�IGS, ETC. 3 [� �, �
<br /> W �
<br /> � W
<br /> BREAK SHEATHING ON PLATE AS NQTE: THE LTP4 AND iHE BREAK SHEt�THING ON ��ATE AS
<br /> SH�WI�. SEE NOTE FOR ALTERNATE. 3x BOTTOM PLATE MAY SHOWN. SEE NdT� F�R ALTERNA7E.
<br /> BE EL4MlNATED FC�R THE
<br /> SHEAR C�3NNECTIQN FOR S�IEARWALL PER PLAN DIAPHRRGM EDGE NAILING lNTQ
<br /> SHEARI�VALL PER PLAN SHEARWA�L 5 1-5 [F RfM JQIST {1Qd C� 6" o/e �11N}
<br /> (WHERE SPEGIFIED} DIAPHR�tGNi EDGE NAIL{�1G � (W�iERE SPECiFIED) ;: - .
<br /> �� THE SHEATHlNG FR4M THE SH�ARVdA�L EDGE NAILING � �° �� �� � � �`�s
<br /> SHEARWALL EDGE NAILING INTO RIM J015T (10d C� 6 16d NAIL EACH SLOCK (USE SD�Y�. x4Y2 SCREW � r �`,� J�1'�j��, ��
<br /> a c MIN} S1-IEARWALL IS BROKEN (WH�RE APPLICABLE) FOR 3x BflTTOM PLATES) �_ ���"�g,'a���� � �' &�
<br /> (WNERE APPLICA�LE) � ONLY AT THE CENTER OF • ��'��' ��' +�r9 �� a
<br /> 16d NAi� EACH JOIS! LTP4 FROM C�OTT�3M P�.ATE TO ��'"=� _�, �'� �
<br /> �TP4 FROiUI B�TTQN� PLATE TO �, THE RI�/IJQ15T ANC) I�(AILEQ 2 BAYS OF JaIST BLOCi(ING @ �8" o/c TRUSS PER PLAN � `1' °�r � �=a `�-� '� �
<br /> (USE SDSY�"x4Y2 SCREW RIM JOIST PER SCH�DULE (AT ��'` �.��`'���.
<br /> Rli% JGIST �cR SCHEQUL� {AT TQ TNE RIMJOIST W/ (2} w/ (3j1�d f�lAILS 1NT0 EACH B OCK � �' � � , ,�),._v4 ��
<br /> FQR 3x BOTTOM PL TES} ftQWS OF PANEL EDGE SHEARWALL a�1LY) � 8d @ 6" O /C I(tiITO BLOCKiNG ': ��i°� /� � �'`'�
<br /> SHEARWALL ONLY}� ` , �� �
<br /> LPT4 FRQM RIM JC71ST LPT4 FROM RfM JOIST t �`� s `'� ���<-� �
<br /> TQ T�P PLATE PER TO TOP PLRTE PER H� C�I P@ E/�CH �'��� � ' ,��3 ��.�'��"�
<br /> SCHEDULE (AT SCI-IEDULE (A�f TRUSS �Z�I-" OIC �����;����'� ';���������'''
<br /> SHEARUJhLL QNLY) S}-iEARWAL� �NLY)—.,,,,� Mi�X �` `�'��d�{�,��K�Y$�
<br /> -''-� '�:��r�r.M���` '
<br /> SHEARWALL EDGE NAILING SHEARW�tLL EDGE NAILIC�IG FL�OR FRAMi�1G PiR PLAN
<br /> (WHERE APPLICA�L.E) JOISi P�R P�AN �I—JOIST (WHERE APPLICABLE) (1—JOiST SHOUV�, SOLID SAWN Drawn By: CCC
<br /> SHOWN, SOLIC} SAWN SfMILAR) SH�ARWALL PER PLAN SlM(LAR i Ch�Ck�'d B CCC
<br /> SHEARWALL PER PLAN 1y4" RiM J015T (MIfJIMUM) � �!°EN II�AT�OfV i'�/�f�Y �L y'
<br /> (WHER� SPECiFIED)� (VVHERE SPECIFIED)� REQ�D A � BLOCK1hJG-. Daze: 11 -26-14
<br /> (2}16d NAILS EACH JOIST 1Y4 RIM JOlST (tiliNlN�UM} 1NA�� PER PL/�N —
<br /> TO TOP PLaTE ���- FRo� B�ac��N� �o Top �La�E I�AIL SN�A I HIf�G ENGIINEEf�CPR OR �I� SQA JOB N0.
<br /> � JOIST PERPENDICULAR � JQIST PARALLEL _ �� I � �A MI PgP�LATE CONSTRUCTi01�. BIRD � q- 2 �
<br /> BLOCKf�JG IS
<br /> ACCEPTABLE. STF�UCTURAL
<br /> F �� � R Ja ST SH EAP WA �� C � �l �I ECTI O �i RO � �/SH EAR WA _� � � �1 �I . DET�ILS
<br /> 4 5 � — � � C�
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