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<br /> 6. SNOP DRAWINCS FOR PRE�ABRICATED TRUSS�S AND MANU�AGTUR�Q FLOOR JOISTS ``��
<br /> BUIL�DIN� CODE: 7. PROV'IDE 3"x3"x0.229" WASHERS AT ALL ANCHOR B�LTS. SNALL BE SUBMITT�D TO Tt1E �NGfNEER FC�R REVIEW PRiURTO FABRICATlON.
<br /> 201 `� fNTERNATIONAL BUILDING CODE �
<br /> 8. BOLT r-1C)LES SNALL BE NOMINAL DiAMET�R OF BOLT PLUS I/ I 6" 7. DRAWIN65 IND«�TE �ENERf�L AND TYPICAL DETAILS OF CONSTRUCTION. Wt1ERE � � �
<br /> �LQO�. LOAD: UNLE55 (�TNERWIS� N07ED, �AG BOLT PlLOT NOL�S SNAL� 8E CONDITrONS ARE NC�T SPECiFICAL�.Y lNDICATED BUT ARE OF SIMILAR Cr-1ARACTER TO � �
<br /> D�AD LOAD: I U psf PRE-DRIL�.Ef� TO 60°Io OF TI-1E NOMINAL DIAM�TER OF TI-i� LAG BOL.T D�TAll.S 5{-10WN, SIMILAR DETAlLS OF CONST[ZUCTION 511ALL BE USED SUBJECT TO �,.,r v 4� w
<br /> LIVE LOAD: 40 psf UNLESS �TNERWISE NOTED. REVIEW BY TME ��IGIN�ER "`% ---
<br /> ROOF LOAD: 9. ALL SlLL PLATES SFIALL BE BOLTED TO TNE FOUNDATIQN WITH 5/8" 8. ALL DETAILS D�-SIGNATED A5 STANDARD OR TYPICAL St1ALL OCCUR IN ADDITIUN TO �
<br /> D�AD �.OAD: f 5 psf M!NlMUM DIAMETER BCJLTS SPAC�D AT 48" Q.C. MAXfMUM SPACING ANY OTNER SP�C(FIC D�TAIL CAL��D OUT, �
<br /> FLAT RQOF SNC�W LOAD: I 5 psf (EMBED �" MIN(MUM INTO CONCRETE OR MASONR`�. 5EE PLANS AND � �
<br /> SNOW EXPOSUR� FACTOR (Ce): I .0 D�TAILS �QI� SPE�IFIC REQUfREM�NTS Wf-1ERE OCCUR. 9. COORDINATE W(TN MECIIANICAL, PLUMBING, AND E�E�TRICAL DRP�WINGS FOR 51Z� � Q
<br /> SNOW LOAD iMPORTANCE FACTOR (Is): I .0 � p. ALL. FRA,MIN� LUMB�R IN CONTACT WITt-i MASQNRY C�� CONCRETE �ECTR�ICAL.I�CO DU�S,�AND IOT ER�T�EMS TO BE DMBEDDED�IN CONCRET R .0 `n
<br /> Tt1ERMAL FACTCaR (Ct): i . I � N
<br /> SNALL B� PRESSU�E TREATED. (5EE NOTE I FOR Iv11NIMUM GRADE OTt1ERWf5E INCC�RPORATED IN STRUCTURAL WORK. � ,.�
<br /> WIND DESfGN DATA: �N�oRMATir�N� N
<br /> I , BA51C WIND SPE�D: I ! 0 MPN I 0. PROVIDE �PEN1�1G5 AND SUPPO�.TS, AS REQUIRED PER STANDARD DETAILS FOR Q W o �
<br /> I I . �I E L L-C U T E N D S, N O T C N E S, A N D D f�i L L E D N�L E S O� P R�5 5 U R E t 1 E A T E R S, M E C N A N I c:,A L E Q U I P M E N T, V E N T S, D U C T S, P I P I N G, E T C. A L L S U S P E N D�D
<br /> 2. WIN D I M P O R T A N C E F A C T O R ((w): i .0 Q cv q o
<br /> BUII-DING CATEGORY: II PRESERV'AT-�V�LY TREATED WOOD SHALL BE RETREAT�D IN TNE F{ELD IN MEChANiCAL EQUIPMENT St1ALL BE SWAY OR LATERALLY BRAC�D. 00 i.1. �
<br /> 3, w�NE� EXP05URE: C ACCOf�DANCE WITI-1 AWPA M4. IRC 320.3. I � w � �
<br /> I i . ALL INFQRMAZ �C�N S H O W N ON Th1E DRAWiN G� RELATVV� TO EXfSTING CONDITIONS � Y � �°
<br /> 4' �� � �33 ! 2, 2X4 I�q�ERS �XC�PT WNERE SPEGIFICALLY DETAILED SHALL NC�T IS GIV�N AS TNE E3EST PRESENT KNOWL�DGE BUT WIThOUT GUARANTE� OF ACCU(ZACY. +� _ � �
<br /> 5. INTERNAL PRESSURE COEFFICIENT: NA SUPPORY �;U�PENDED C�ILINGS, SPRINKLERS, DRQP SOFFfTS, OR ANY WNERE ACTUAL C��DITfC�NS CONFLICT WITf-i Tt1� DRAWINGS, ThEY St1ALL BE REPQRTED � � � �
<br /> 6. Af'P�ICABLE WIND PRE55UR� �OR � �'-' �' �'
<br /> CJMPONENT� AND CLADDING: NA OTh�R Ef_cMENTS. TO TNE �NGINEER �U TNAT ThE PROPER R�VISfONs MAY BE MADE. MODIFICATION TO � o � 0 3
<br /> 1 3. WIRE S�TAPL�S MAY BE SUBSTITUT�D �OR DIAPhRAGM AND D E(�A(L S C)F C Q N S T��U C T I O N S H A L L N O T B E M A D E W I T t 1 0 U T P R I O R W R I T T�N A P P R O V A L ' ,� w � 3
<br /> OF TN� EN�INEER. � ''�
<br /> S E S f M I C D�5 1 G N D A T A: SFI�ARWAL!_ NAILING Wt1�N APPR�V�D BY Tf-1E STRUCTURAL ENGINE�R. � �ri
<br /> I . S�ISMIC IMP(JRTANC� �ACTOR: I .0 cv
<br /> SEI�iMIC USE GROUP: I I 2. ARCt11TECTUf�A1- AND M�CNANICAI.. PLANS ARE CON5IDERED A PART O� TNE � �
<br /> I 4. EXTEF��IC�e STUD WALLS SHALL BE 2X6 @ 1 �" O.C.. UNLESS NOT�D -}-�
<br /> STRUCTURAL DES�GN DRAWINGS AND ARE TO BE USED TO D�FIN� D�TAIL
<br /> 2, S�'��T1ZAL RESPON�E ACCELERATION (55): I 28.7% OTf-1Ei2Wf5E:, INTERIOR STUD BEARf NG WALLS ShALL BE CONSTRUCTED (J �'-�
<br /> 3, S�TE CLASS; D (ASSUMED) USING 2k4 @ I G O.C. AT UPPER TWO �LOORS AND EITt1ER 2X� @ 4 6 CONFiGURATION� fh�CLUDING; BUT NOT LIMITED TO RELATfVE LOCATION O� MEMB�R�, � Uz
<br /> ��
<br /> 4, �}��CTRAL RESPONSE COEFFICIENT-`'J' (Sos): 48.9% Q.C. OR 3X4 @ f 6" Q.C. BELOW TOP TWO FLOORS. STUD . �LEVATIUNS, DIMf=1�15�ON5 AND LOCATIONS OF ALL OP�NINGS, ETC =
<br /> � �
<br /> 5. Sf=15M(C DE51GN CATEGORY: D -}-�
<br /> N�NBEA��ENG WALLS SNAL� B� CONSTRUCT�D U51NG ZX4 @ 24" O,C.. �
<br /> 6. BASlC SEISMIC-FORCE-RE515TING SYST�M: SNEARWALLS UNLESS NQTED C�TNERWfSE. S�� NOT� I �OR LUMBER GRADES OF
<br /> 7. St=15M1� RESPON�E COEFFICIENT (Cs): .092 STUDS ANU PLATES.
<br /> 8. RE=SPONS� MODI�ICATION FACTOR (R): 6.5 A F
<br /> 9. ANALY515 PRO�EDURF USED: EQUIVALENT LAT�RAL FC�RC� PROCEDURE I 5. FRAf�fING ANCt10R5 FUR J015T5, PURLINS AND POSTS SNALL BE ��
<br /> SIMPS(�N, OR APP�OVED EQUAL, APPROVAL, MUST BE OBTAINED IN
<br /> FRAMING LUMB�R WRITtNG 1��IORTO INSTALLATION. FILL ALL FAST�NER NOLES WITh
<br /> FASTENE� ��S (NAfLS, BOLTS, ETC.), SIZES, AND QUANTlTIES AS � LU --
<br /> SPECIFIE� BY Tf�iE MANUFACTUf��R, p K U '-� � Q
<br /> I . FRAMING LUMBER SHALL BE DC?UGLAS F(R/LARCt1 NO. I FOR POSTS,
<br /> �
<br /> BEAMS, AND NEAD�RS; NEM-F!R N0.2 FOR 2X AND 3X J015TS, AND � �, q�� h�ADERS ShALL BE 4X8 DF#2 UNL�55 OTt1�RWISE NOTED ON � W C� � N
<br /> STUpS; AND hEM-FIR N0.2 FOR ALL TOF' AND BOTTOM PLATES (GRAD�S T�iE DRAWINGS � � <C �
<br /> ARE TYPICAL UNLESS OTt1ERW15E NOTED ON PLANS}. LUMBER TO BE g _ �
<br /> GR,ADE MARKED PER WCLIB SPEC(FICATIONS. � Q
<br /> I 7. 05B O� EQUAL QR GR�ATER THICKN�SS MAY B� SUBSTITUTED (,n �
<br /> FOR PLYWpOD USED fN SN�AI� PANELS. I.0 � z �
<br /> 2. STRUCTURAL St1EATN(NG SNALL BE APA RATED PLYWOOD, EXP05URE I �/ �/ � �
<br /> SHEATMING C(7N�ORMING TO EITNER COMMERCIAL STANDARDS DOC PS ! GENE�� �
<br /> OR P5 2. PRUVID� MIN(MUM DF 3J8" EDGE DfSTANCE ON ALL NA{�5 AND A LL.� � � "
<br /> I/8 �XPANSION .!O(NT BETW�EN A�.L PANEL �DGES. MINIMUM Sh�AThING I . ALL MATERIALS AND WORKMAN�NIP SNALL CONFORM TO ThE z � �
<br /> REQUfREMENTS AR.E AS �OLLOWS: CONTRACT DRAWINGS. z = Q U._J
<br /> ROOF SH�ATNfNG TO B� I 5/32" C-D INT-APA RATED PLYWOOD WITN G U N �
<br /> 2. DURING THE CONSTRUCTION PERIOD ThE CONTRACTOR H E � I--� (v W
<br /> EXT�RfOR SNALL BE R�SPC�NSIBLE �OR THE SAFETY C?F TNE BUfLDfNG. TNE � � ` �
<br /> GLUE, P.I. 24/1 6 (USE 5-PLY F�R PANELIZED RCJO�S). NA(LING 15 8d CONTFZACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING �. ' �� �' � � � �� � � • �� ' � � �• �'� ' ••��• :° • % � � LL�
<br /> . .. � . . .. .: . ; •; : ' . . : . �.`,� '. : , . , � . .
<br /> .�e '.• ' • , i • ♦ • • ,•• .� ••• �' :. +� . 4 �.+. • • . ' �
<br /> AT 6 INCH�S AND GUYS iN ACCORDANCE WITN ALL NATIONAL, STATE AND � �.. ; . �,,. . , ; � ... ,, . .� ., � . ; . ; . �, , . .,. � •,�,,;, �. .,
<br /> ON CENT�R AT PANEL EDG�S AND I 2 INCNES ON CENTER AT LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE . � .. � ' �� ' �' �d � • ' ,' .w ,'� ; '; . • ; , , • 4 .�• ��
<br /> INTERMEDIAT� � � .•.�..�. � :. . .; ., . ; � '�� � . . �.. . . - .•..::... .' , , . .: r4•,
<br /> • • .• 4 �. . � . ... •,,' . ' . . �.., . .
<br /> � • � '� ' '•' � � .�'�. ' .'• , � L,. , ', •'
<br /> APPROVEf7 PRIOR TC� �RECTION. . �e• �. ,�,:..; .��. ;%, �, �. . , . �, . ... . . � ��� �d• .,a, , . . . . : .,-:
<br /> SUPPORTS UNLESS NOTEDOTHERWISE. . .; . . . . .. :.. : ,,: : . .�.,. . � ,,; . .: .• � , � , .•� •. .4 . , ��� � �
<br /> ' 1 '; !i', ..:. 'I •' • ,• � •• ;4'• • , ^ •' ,�, Yi. , j. •�. . . �II �. � . .
<br /> 3. ALL �RECTION PROCEDURES SHAL� CONFORM TO OSNA � � � � ' � � +4� ��� � � �� � � �
<br /> a .. . , •: . . �. ,•. . .'. ':• .
<br /> 5UB FL(�ORING TO BE 3i4" T�G C-D INT-APA RATED PLYWOOD WITf1 STANDARDS. ANY DEViATION MUST BE APPROVED BY C?5t1A DA DOUBLE TOP PLATE W/ EDGE NAILING C �1,���,
<br /> EXTERIOR PRIOR TO ERECTION. �G HOLDOWN PER SCHEDULE .��
<br /> GLUE, P.I. 48/24. GLUE AND NAlL WITh I Od AT 6 INChES C�N CENTER (STAGGER) AND PLAN (HDQ8-SDS3 v`���.°�`��sy����a2
<br /> 4. TN� �ONTRACTOR Sr-1ALL BE SOLELY RESPONSIBLE FOR ALL g SHEARWALL EDGE NAiLING AT ALL PANEL �" ''�
<br /> AT PANEL O SHOWN} . '
<br /> CONSTf�UCTION PROCEDURE� INCLUDING LAGGING, ShORiNG EQGES. BLOCKING AT ALL PANEL EDGES � ,
<br /> �DGES AND I 2 INC11E5 ON CENT�R AT INT�RMEDIATE SUPPORTS. AND PROT�CTION OF ADJAC�NT PROPERTY, STRUGTURES, �H COORDINATE ALL STUD �� �.` �` � ,
<br /> WHERE APPLICABLE. AND PLATE SlZES w/ �� ��`� '
<br /> STR��TS AND UTILfTIES IN ACCURDANCE WITti ALL NAT{ONAz, �� � � ,e
<br /> 3. NA(LING ShALL CO�I�ORM TO TABLE 2304.9. I O� TNE INTERNATIONAL 0 EDGE NA(LING T0 HOLDOWN POST (FULL SHEARWALL SCHEDULE ---���� '� }��.�- �' .Y.�
<br /> BUILDING CODE UNLESS NOT�D OTt1ERWISE. �TATE AND LOCAL SA�ETY O�DINANCES. HEIGHT STAGGER INTO DOUBLE STUDS REQUIREMENTS �'y�`� ;f 3la�-'- ���'�c�
<br /> ) � . >�,��
<br /> 5. Tt1E CONTRACTOR SHALL BE RESPONSIBLE FOR C� STUDS @ 16" ON CENTER J, EDGE NAILING TO POSTS, Y� ` `"" '���e " ��'�"`'
<br /> 4. NO STRUCTURAL MEMBER SNALL BE CUT OR NOTCNED UNLESS COORDINATING Th� WORK OF ALL T(ZAQES AND SHALL CNECK �� �'� �
<br /> TRIM STUQS, AND KING "� ''"n"`M"�
<br /> SPECIFICALLY DETAILED �R APPROVED IN WRITING BY Th1E STRUCTURA�. RLL DIM�N510N5. ALL DfSCREPANCIES SHALL BE CALLED TO TNE � PRESSURE TREATED S1LL PLATE WITH � �3�r�4;v�� c�;.��,�HRIS
<br /> EDGE NAILING ,AND ANCHOR BO�TS PER STUDS Checked By: CHRIS
<br /> ENGINEER. ATTENTION O� ThE ENGINE�R AND BE RE�OLVED B�FOR� SHEARWALL SCI�EDULE. K BEARING STUD FOR Date: 08-02-17
<br /> PROC��DING WfTh THE WORK. O
<br /> 5. USE DOUBLE JUISTS UNDE2 WALLS OR PARTITIONS PARALLEL TO JQISTS � O TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER SDA JOB N0.
<br /> UNLE55 SPECI�ICALLY N�TED OTf1ERWISE, USE SOLfD BLOCK(NG UNDER SINKERS (M1N). LAP 48" MINIMUM. 813
<br /> PARTITiC)NS PERPENDICULAR T� JOISTS. CENTER SPLICE ON STUD. �
<br /> G. MAXIMUM MOISTURE CONTENT SNALI. NOT EXCEED I 6% FOR ALL S TD . S H E A R WA LL. E�E VA TI 0 N W U R I M STRU CTU RAL
<br /> STRUCTURAL MEMBERS. � NOTES
<br /> - SCALE: y2„_�,_�„
<br /> J � � � �
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