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J��£ <br /> GENERAL <br /> A F <br /> TRU55 PER PLAN �, � <br /> I . ALL MATERIALS AND WORKMANSNIP SNALL CONFORM TO Tt1E 8d @ E" O/C (NTO BL�CKING �c I � � �,4 � <br /> GONTRACT DRAWINGS. <br /> #.:, <br /> 2. DURING ThE CONSTRUCTION PERIOD ThE CONTRACTOR SNALL BE � N I CLIP EACN TRUSS <br /> @ <br /> R,ESPON5IBLE FOR THE SAFETY OF T11E BU[LDING. ThE �ONTRACTOR p K (24" O/C MAX) <br /> �NALL PROVID� ADEQUATE SNOR,ING, BRACING AND GUYS (N � <br /> AC�ORDANCE WITt1 ALL NATfONAL, STATE AND LOCAL SAFETY , _-_ � <br /> - = .+.� � <br /> ORDINANCES. ANY D�VIATION MUST BE APPROVED PRlOR TO ERECTION. B � � <br /> VENTILATION MAY BE REQ'D o <br /> 3. AL� ERECTION PROCEDURE� SNALI. CONFORM T� OSNA STANDARDS. WALL PER PIAN - NAIL AT BLOCKlNG. VERIFY Q � <br /> ANY DEVfATION MUST BE APPROVED BY OSt1A PRfOR TO ERECT{ON. SNEATf11NG INTO �A MET110D W/ ENGINEER � �, �- �; <br /> M�MBER OF TOP PLATE PRIOR TO CONSTRUCTION. 4 Q � � � <br /> �I-. T F 1 E C O N T R A C T O R S N A L L B E 5 0 L E L Y f`E S P C 7 N S I B L E �O R A L L B I R D B L O C K I N G l 5 °w-' � x� o <br /> CON5TRUCTION PROCEDURES IN�LUDING LAGGING, SHORING AND ACCEPTABLE. � ; ° �- v <br /> PROTECTfON OF ADJACENT PROP�RTY, STRUCTURES, STREETS AND � � � m � <br /> UTILfTIES IN ACCORDANCE WITh ALL NATIONAL, STATE AND LOCAL ROOF/ �h �Af�WALL CON N . OJ o � N � <br /> SAFETY ORD(NANCES. G E � � o � <br /> � N � �j 3 <br /> rj � � <br /> 5. Tt1� CONTRACTOR SNALL BE RE�PONSIBLE �OR COORDlNAT(NG TNE � � w � <br /> W O R K O� A L L T R A D E S A N D �H AL L C H E C K A L� DIMEN510N5. ALL � . � y HOLDOWN P05T -� � <br /> DISCREPANCI�S SNALL BE CALLED TO ThE ATTENTION OF THE EN�INEER � � ` - � - <br /> PER PLAN. (2}2x � <br /> AND BE RESOLVED BEFORE PROCEEDWG WITN TNE WORK. - � `, . � o <br /> - MINIMUM s- � <br /> 6. DIZAWINGS INDICATE GENERAL AND TYPICAL DETAILS QF . . � .� , MSTC48B3 STRAP � <br /> CONSTRUCTION. WK�RE CONDfTfONS ARE NOT SPECIFfCALLY INDICATED � � START NAILS I%2" UP FROM PER PLAN <br /> �UT ARE OF 51MIl.AR ChARACTER TO DETAILS SMOWN, SIMILAR DETAlLS a �aUBLE TOP PLATE W/ EDGE NA(LING (STAGGER) O NOLDOWN PER SC�-1EDULE END OF STUD <br /> UF CC.�NSTRUGTIQN SHALL BE US�D SUBJECT TO R�VIEW BY THE � ShEARWALL EDGE NAILING AT ALL PANEL EDGES. AND PLAN (NDQB-SD53 � <br /> ENGINEER. BL.00KING AT ALL PANEL EDGES WNERE SHOWN) --� <br /> APPLICABLE. � COORDINATE ALL STUD AND z <br /> 7. ALL DETAILS DESMGNATED AS STANDA�D OR TYPICAL SHALL OCCUR IN O �pGE NAILING TO t10LDOWN POST (FULL PLATE SIZES w/ 5f1EARWALL '-'-' <br /> ADDITION TO ANY OTh1ER SPECI�IC DETAIL CALLED OUT. t1�IGf�iT) STAGGER INTO DOUBLE STUDS SCt1EDULE REQUIREMENTS � Q I I I I <br /> 8. COORDINATE WITN MECt1ANtCAL, PLUMBING, AND ELECTRICAL � SrUDS @ 1 6" ON CENT�R (5) I 6d NAILS FROM . <br /> � I I � � <br /> DRAWINGS FC?R S�ZE AND LOCATION OF ALL OP�NIN�S REC�UIRED FOR O PRESSURE TREATED SILL PLAI"E WITN EDGE J� EDGE NAILING TO P05T5, KING STUD TO t1EADER • I 1 I I <br /> DUCTS, PIP�S> PIP� SLEEVES, ELECTRlCAL CQNDUITS, AND OThER ITEMS NAILING AND ANCNOR BOLTS PER SHEARWALL YRIM STUDS, AND KING BEAM P�R PLAN <br /> TO BE EMBEDDED IN CONCRETE OR OTNERWISE INCORPORATED IN S�N�DULE. 5TUD5 1 6d @ 8" o/c FROM <br /> aTRUCTURAL W�RK. � TC�P PLAT� SPLICE NAIL(NG TO BE (g) 16d � �EARING �TUD FOR KfNG STUD TO TRIM MSTC48B3 STRAP EACN <br /> 9. ARCHIT�CTURAL AND MECNANICAL PLANS ARE CONSIDERED A PAf�T ��NKERS (MIN). LAP 48" MINIMUM. CENTER NEAD�R STUD �ND OF BEAM <br /> QF TNE STRUCTURAL D�51GN DRAWINGS AND ARE TO BE USED TO S�'�-�CE ON STUD. � <br /> TRIM STUD/P05T PER PlAN. (2)2x <br /> DE�INE DETAIL CONFfGURATIONs fNCLUDING; BUT NOT LIMITED TO MINIMUM. S�E P1AN FOR hOLDOWN W <br /> RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIC?NS AND REQUII�MENTS AT BASE � � o <br /> L.00ATIONS OF ALL OPENf NGS, �-rc. 5 T Q . 5 h E A i�W A L L E L E V A T f O N C� W � <br /> I 0. ALL INFQRMATION SNOWN ON THE DRAWINGS RELAT(VE TO EXISTING � W O I�i M � Q �' <br /> � NOLDOWN AT B�AM °— � <br /> CONDITIONS IS GIVEN A5 T11E BEST PRESENT KNO WLED G E B U T W I T N�U T � � o � <br /> GUARANTEE O� ACCUfzACY. WHERE ACTUAL CONDITlONS CONFLICT WITN = _ � <br /> TNE DRAWINGS, T11EY 5t1ALL BE REPORTED TO ThE ENGINEER SO ThAT WALL PER PLAN � cv ,°,.�C <br /> TNE PROPER I�EVI5IUNS MAY BE MADE. MODfFICAT(ON TO DETAILS OF <br /> GONSTRUCTIC?N SHALL NOT BE MADE WIThOUT PRI�R WRfTTEN � m W <br /> APP R�V A L O� T H E E N G I N�E R. SILL PLATE AND ANCNOR BOLTS PER (2) L.AYERS OF 90# FELT OR EQUIVALENT <br /> W <br /> SNEARWALL SCNEDULE. (U5� 2x6 P.T. S(LL = <br /> PLAT� W/ 5/�" Q3 J-BOLTS @ 48" O/C MIN.) SLAB i'ER PLRN � <br /> , <br /> 00 <br /> ° BACKFILL W1 POROUS <br /> � � MATERIAL (TYP) .�5 C�VI�r <br /> 0 0 �- of W�Sti �.� <br /> 00 - � � <br /> a � ''`'G� O <br /> 0 o C9 . • - <br /> _.. <br /> � C� �� , � �+o '2, <br /> o , ' � <br /> ,: <br /> � -; � 4 - <br /> ; � . r= `' -~n-. <br /> ,� EI � '_ � . I �_ .{ ,t � `� <br /> / <br /> � , tT � � <br /> , �n � � � ,..� �'_- � � : -; ; � ��� 34383 <br /> .� �P � . <br /> 3 0 m i n. e o u� z �, ��sr��° <br /> REBAR � ° o � 8" WALL w/ #4 BA(�S @ 18" o/c EACH SfoN,w� <br /> LENGTH � . . �j � WAY. (2) #4 BARS @ TOP. r-i00K ��� � ����� <br /> ONE #4 REBAR � �-- VERTICA� BARS INTO FOOTING - <br /> . IN SNEAR CONE � �0 �----� ALTERNATE NOOK DIRECTION. Drawn By: DP <br /> { I 2" M I N. REBAR - � <br /> Checked By: CCC <br /> . L�NGTH) Date: I I -�9- i 6 <br /> 1/2 MIN. 4" � PERFORATED PLAST(C PIPE. CENTER fN i 6" (2) #4 BARS <br /> CONTINUOUS <br /> FROM CORNER ONE CUBIC FOOT OF Ff�EE DiZAINING GRAVEL SDA JOB NO. <br /> AND DRAIN TO APPROV�D OUTFALL. '79L�.�"j <br /> 'STh D' l �15TALLATI O�l �N DN/ �h �A(�WALL CC�N N . STRUCTURRL <br /> �' w , � N�TE�/D�.TA1 L5 <br /> /O RI M <br /> 5-3 . 0 <br /> �dv 1 R /Ari-h ('1 � ' <br />