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T GENERAL NOTES � � J N � � <br /> PRDJEC _ � � � <br /> � �►�aN ���,f J 4 a �� o <br /> GENERAL REQUIREMENTS & DESIGN CRITERIA <br /> NAILINCs R�QL1fR�M�NTS: PROVID� MII�IMUM NAILINCx IN AGCORDANC� IUITN IBC tABL� 23(d4.9.1 ���ANSARD/PARAPET— ��� J � Z z 3 m <br /> "F A S T E N I N C z S G+��D U��" �XG�Pt AS NOTED ON T�4� DRAUJINGS, i�AI�INC� FOR S��AR W�4LLS N O t S N O I.U r I �O R �'1� <br /> BUILDINCs COp�: 2m15 INTERNATfO�IA� BUILDINCz GODE �IBC) SNALL S� PER DRAUJINCzS. NAILS SNALL B� DRIY�N FLUSI� AND SNALL N07 �RACtuRE �'N� CLARITI' •� � �Z �I V � a � Q � <br /> SURFAGE OF SI�EATNINCs. "' <br /> STRUGTURA� R�SPONSIBILITI�S: ?N� ENCsINEER IS R�SPONSIBLE FOR T�4� STR�NC�sTI� AND � ~ � � � ~ � .. <br /> S7ANpARD LICz�{T-�R�4ME GONStRl1GTION: UNL.�SS NOl'�D ON TNE P�ANS, GONSTRUG710N S�IALL � r ���S � t�,5� � � W � N O � <br /> STABILII'Y O� TNE PRIMARI' StRUC7UR� IN ITS COMPL�7�D STA7E. ^ <br /> G O N�O R M 7 0 I B G 5�G 2308 CONV�NTIONAL LICxNT-�RAM� CONSTRUCTION" AND IBC S�G 23�4 �r Y � I'' � M a <br /> �� <br /> CONTRAGTOR R�SPONSIBILITI�S: TNE CONtRaGtOR IS R�SPONSfBL� �OR TI�� M�ANS AND "C��N�R�4L GONSTRUCTION R�QUIREM�NtS." � � W � " � <br /> METNODS OF GON9TRUGTION AND A�.� JOB RELATED SAFETY STANDARDS SUGN A5 OSI�A AND � � W �. � <br /> IUSNA, 7N� CON7R AG TO R I S R�S P O N S I B L� �O R 1'N E S T R�N C x 1'�4 A N D S 7 A B I L 1 7 Y O F T 4�� M015TURE CON7�NT: UJOOp MAT�RIAL US�D FOR ��IfS PROJEGT 9NA�L NAVE MAXIMI�M MOIS7URE , <br /> TU DURINCz CONSTRUCTION AND 5+��4LL PROVID� TEMPORAR�' S4�ORINC�, BRACINC� AND GONtEN1' OF 19i� �XC�P� FOR 71�E PRESSURE-1'R�AI'�D IllOOD 5 1 L L P L A t E. J \ j � <br /> STRUG R� <br /> OTN�R EL�M�N7S REQUIR�D TO MAINtAIN S1',4BILItY UNl'IL 1'+�E S TR U C l'U R� I S C O M P L�t E D. I t I S PR�S�RVAtIVE TR�Al"MENT: 1U00D MA7�RIALS ARE R�QI�IR�D TO B� "tREA1'ED UJOOD" UNDER � � h Z U <br /> T�I E G O N T R A G 7 0 R'S R�S P O N S I B I L I T I' T O B E FaMILIAR UJ�74� T+�� UJORK ie�C�2l1�RED IN 7�1� C��TAIN GONDITIONS IN AGGORp A N GE I U I T I� f B G 5�G 2 3 m 4.1 1 "P R 0 7 E G T I O N A C s A I N S T p�G�4Y ANp Z► <br /> CONSTRUGTION DOCUMEN7S AND T�{E REC�UIR�MENl"5 �OR �XECUTINC� 17 PROP�RLY. �� �O 1"O 1"NE APPROPRIAT� STANDARDS OF thlE AMERICAN �,^ W J � <br /> 7�R M 1 1'E 5 . G O N R i'1 �,1 � 4. <br /> WOOD-PR�SERv�RS ASSOGII�TlON IAIUPA) �OR SAUJN LUMBER, C�LUCD LAMINAT�D T I M B E R, R O U N D a <br /> ANCIES B�TIU��N 71�E PRO J�C I' S1'RUC7URAL N07�S, S GOMMIT7E� <br /> p15CR�PANCI�S: IN CAS� O� D15CR�P MA I�1 PIL�S. �OLLOUJ �M�RICAN LUMBER 57aNDARD MAINTAIN W =� � <br /> DRAUJfNCsS, EX1871NCx GONDITIONS, PROJEGT SP�GIFICATIONS ANp/OR MAT�RIA�S STAND1aRD5, POL�S, UJOOD PIL�S AND R � (E71"'iANSARD � � <br /> TN� �NCzIN�ER SNALL D�tERMINE IU�IICN CxOVERNS. D15CREPAh1GIE5 SNALL B� BROUCzNt TO TNE �A1-5G� QUALftY A55URANGE PROC�pUR�S. PRODUC7S SNALL BE�4R TI�� APPROPR�AT� MARK. F � <br /> A71��1710N OF TI�E ENC�INEER B�FORE PROG�ED�NCz WIT�4 TI�E UJORK. SI�TCz UND�R � � F <br /> M�7AL GONNEC70RS/PT UJOOD: CsKSE RECOMM�NDS T�4AT ALL M�T,4L I�ARDUJARE ANp MANSARD 70 Q t� <br /> SIT� vERIFIGAtION: T�4E GONTRAGtOR SNA�L V�RI�Y A�� DIMEN510N5 ANp GONDITIONS AT 7N� �L�St�NERS IN CONTACT lUl1'N PR�SSUR� tREATED LUMB�R B� S t A I N L�S S S T E E L �''�'P E 3 1 6 L. A 7 R O O F a B Y 7 0 P fi� �- F � <br /> SItE PRIOR TO �ABRICAtION aND GONSTRI�CTION. CONFLICtS B�tUJ�EN TNE DRAIUINC�S AND T+�E OUJN�R'S RISK ANp Q15GR�TION, NOT-DIPP�D C�ALv,4NIz�P M�7A� NARDWAR� AND � �� <br /> aCTUAL 91T� CONDIT(0�15 SI�ALL B� BROUCzNT 70 T�4� AT7�NTION OF TI�� �NCzINEER BEFOR� FAS7�N�RS MAY B� IN1/E51'IC�A7�D �OR US� IN LIEI� O� 57AINL�SS St�EL PROYID�D 7NA1' TN� li <br /> �� �fNISN I�AS A MINIMUM ZINC CON7�NT O� A7 LEA5T 1.8� OZ/5F AND ITS US� 15 GODRDINATED BY �DCzE NAILING �- o w <br /> P R O C E�D I 1�C z U J 1 7 N 7 N� R K. 1'�I E G O N l'R A C t O R A N D U J O O D S U P P L I�R F O R T N� �X P�G 1'E D �f�V I R ONM ENt ANp MOfSTUR� �ut� «��5 W ; � <br /> CON51'RUCl'ION LOApS: LOADS ON 1'NE StRUGtUR� DLiRINCs GONSl"RUCTION SNALL NOT �XG�ED EXP05UR� FOR aPPROPRIAT� USE BASEp ON T�IE MET4�OD OF PR�S�RVI�TIV� 7REaTM�NT O� � 3 W <br /> 7NE DESICzN L0,4DS OR T�lE GAPAG171' O� TNE PAR71ALL1' COMPL�T�D GONSTRUCTION. 71�E UJOOD. l2)16d EQ SIDE OF <br /> � . lN)6x�O P057 INTO � � � <br /> IUIND DESfC-�N lE)1"OP fi�, ll)1G d EA �t � � � �' � <br /> CE�ROOF 7R1J58�5, \ � 61 --� --, �t W -� <br /> BASIG IUIND SP�ED (3-5�C CzuS1') v = 11(d MPN OCGUPANGl' CATECsOR1' �I PROV 1'�MP SNORINCs X S�DE OF �A lN�7Up <br /> Y B IN1'�RNAL PRE55UR� GO���., CzGp i t D.18 TO 70P C�40RD A5 INl'O l�)TOP fi� � ` [1] ` <br /> FXPOSUR� CATECsOR � � � <br /> R�Q'D - RE� S+�? 2 / \ lN)'NC�AIm' GO1�N., � � � �„� <br /> SEISMIC pE51C�N EA 51p� OF lNXox6 ., <br /> NO GNANCrtE - REPAIR 1'O �XISt GONDITION OR B�1'tER. <br /> POS7 1'O (E)tOP fi� <br /> }- � � � � LZ <br /> S <br /> NOU1 LOAD C�)I-{EAD�R 8�''i OND � � � � � z <br /> CsROUND SNOW LOAp, Pg 2� PS� FL,4T ROO� SNOW LOQp, Pf 25 P� TO R�MAIN - REF �X7END CN�NTCa � � } � �-- W <br /> SNOUJ EXP05U12E FACl'OR, Ce 1.(I TN�RMAL �AGTOR, Ct 1•m 3/SHT 3 TO (E)tOP i� � Q � cn � � � <br /> I N S P E CT I O N S CN)POST/51'UDS, <br /> N�TE: R�F SNT 2 z <br /> INSPEGTfONS B'i BUI�DINCx OFFIGIA�: ALL GONSTRUC?ION IS SUBJ�CT 70 INSP�CTIONS BY T�4� N071�1' GKS� IMM�DIAtELI' �OR R�VIS�D ''1 <br /> BUILDfNC�s O�IGIAL IN AGGORDANGE UJ17N IBG SEC llm. T�I� CONTRACl'OR SNALL GOORDINAt� pETA(I� fF DEMO R�v���S DIFFERfNCs 0 <br /> ALL REQUIR�D INSPECTIONB WITµ TI�� BUILDINC� O��IG1�4L. SUBMIT GOP1�5 OF �4L�. INSP�GTION FRAMINCz GOND1710NS t+�AN SNOIUN �+�RE. v <br /> REPORtS 1"O TN� ENCxIN��i� FOR R�VIEUJ. <br /> P05T-INS7ALLED ANCNOR SP�CIAL II�SP�CtION: ALL POST-INS7ALL�D ANG�40R5 (�PDX`f SECT THRU DAMAGED SW REPAIR - TOP � <br /> r'�' O '-'' <br /> AND/OR M�C�4ANICAL) �NTO CONGRE�� AND CMU SNAL� B� SPEGIAL INSP�GTEp B�( A `- <br /> IUASNINCsTON STATE RECxIStER�D SPECIAL INSP�GI'ION ACx�NG'�. UNO ON PLANS, �PDXI' SGAL�: 1" = P-0" � � <br /> ANG�40R5 51��4LL �4AvE GONTINUOUS SPEGIAL INSPEGTION � MECI�ANICAL ANG�40R5 PERIODIC } <br /> SPEUAL INSP�CTION. SUBMIt ALL COPIES O� SPECIAL INSfi��C1'ION R�PORTS 1"O 7N� �N�xIN�ER. � � <br /> WOOD FRAMING C� � <br /> V�RIF1'/PROVIDE 3x� �pC�E NAILINCx �A Z a <br /> STANDARpS: I�G G�4APT�R 23, ND9 ANp ND5 SUPPL�M�h1T BLKCs � ANY 4�ORIZ. <br /> Tj���o� UJALL SN7Cx PAN�L SIDE OF SPLIGE � <br /> IDENTIFIGATION: ALL SAUJN LUMB�R ANp PR�-MANu�AGTUR�D WOOD PRODUGTS S�{A�L B� -�--------- �DC�ES IU�4�RE OCCURS VJ <br /> ID�NtIFI�D B�' t+�E CxRAD� MARK OR A G�RTIFIGA7� OF IN5PEG710N ISSU�D S�' 1'N� G�RtIF7WCz � � <br /> ACxENGY_ REPL. INl"�RIOR W W � � <br /> PAN�LIN�s TO R�MOYE 8 REPL. (�)5�a�� � ❑ <br /> M,4T�RfALB: MAtGN �XIST 'DEEP-CxROOVE' T1-11 � (� N <br /> - SAIUN LUMB�R: GONFORM TO GRADINCx RUL�S OF IUUJPA, UJCLIB OR NLC�A, �INCzER JOINI'�D ���00� TRUSS�S, SNTCs ON FULL 4' SNEAR � Q � � <br /> 5TUD5 AGG�PTABL� AT INT�RIOR WLaLLS ONLY. T,rP UJALL � REPL. W/ (N}�ie° J � LQ � <br /> 1`1EMB�R US� SfZE SPECIE� CxRADE MIN F'b (N?P05T/9TUD5, EXT. RATED 'D�EP- <br /> MISC BLKCrt � SIM 2x +�EM-FIR STUD 6�� P51 REF SNt 2 C�ROO�/E' TI-11 SNl'Cx TO Z Q � Q <br /> UJALL STUDS � fi�'s 2x DOUCz-FIR NO. 2 S�D P51 MA7CN �X15T. NAIL 1(Td N ?� <br /> POSTS �ox DOUCs-FIR I�O. I 1,2m(d PSI t����L i2�PLACEMEN? I�OLDOI.UN ANGNOR � �th � 4"OC EDCs�S, �O"OC = W <br /> - 1U00D STRUGTURAL SNEA7+�INCx �PL�'1U00D): UJOOD APA-RAtED StRUC7URAL SN�AtNINCz 70P fi� BE70ND - CUl" OFF 91"AND-OF� 1� � ��ELD. (N��{TCx TO � � � <br /> INCLUD�S: ,4LL YEN�ER PL�'WOOD, Oi21ENTED STRAND SDARD, Tl-I1 SIpINCz, AND � }30TT FOR FLt�SN FIT TO SIL� 1� �I � ''I �XT�ND 1'O BOTl" OF v ''- �- <br /> GOMP0817E5 O� VENEER AND UJOOD BAS�D MAt�RIAL. GON�ORM 1'O PRODUGI' (izE7R0. �{D NAS ADD'L � '! 51L� i� A5 SNOWN. W � � � <br /> STANpAi2DS P8-1-95 ANP P5-2-92 OF 71�� U.S. D�PT. OF GOMM�RG� AND TI�� AM�RIGAN C,4PAGITY OVER l�)'+�D7A' 70 �I � il 1� � � > <br /> PLYlU00D AS50GIA1"ION (APA). T/lE.tllALL TOP i� ALLOUJ R�DUCED �DCx� DIST. 70 �I � 'I � <br /> MINIMUi'1 APA R4TINCz <br /> LOGAtION 7NICKN�SS SPAN RAtINC-� PLYlU00D C�RAD� �XPOSURE � IST BOLT) �'' �' i 'C51C'x2�O" T�N510N W '— W <br /> IUALLS, 71-I1 5,8° 32/16 G-D � � �- g L�L�i� �' SPLUIG��J ~ J U <br /> - JOIST +�ANCsERS AND GONN�GTORS: SNALL B� "S7RONCz �I�" B't' S1MP50N COMPANY OR USP (26)Sd - R�F SI�T 2 � 0- —' <br /> EQUIVA��NT AS SP�Gf�I�D IN T�lEIR LA7�5T GATALOCsB. ,41�TERNAT� CONNECTORS Bl' �����Ap�R �' � Q. _ <br /> 07NER MANU�AGl'UR�RS MA1' SE SUBS1'ItUTED PROVIDED t�lE'( WAV� CURR�NT ICG TO R�MAIN � a �; � W <br /> APPROYAL �OR EQUIvAL�NT OR C-�R�AT�R LOAp GAPACITIES AND ARE REYI�UJ�D AND (N)'NCsalm' T/(���AB a , -- � Q ,� <br /> APPROV�D B1' 7NE �NCsfNEER PRIOR TO ORD�RINCx. CONN�CTORS SNALL B� INS7ALL�D — a ° e a , d Q ° T� � <br /> P�R t�� MANUFACTURER'S INSTRUGTIONS_ W�4ER� CONNEG70R S�RAPS GONNEGT TWD a � � g Q � <br /> a <br /> MEMB�RS, PLAG� ��z OF TI�E NAILS OR BOLTS IN EACH M�MB�R. 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