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<br /> COPYRIGHT NOTICE
<br /> THIS DOCU�ENT At�D THE INFORI�ATION .
<br /> HEREIN RELATING TO THE PROJECT ARE
<br /> AN �NSTRU�ENT OF SERVICE AND THE
<br /> COPYRIGHTED PROPERiY OF BOTESCH,
<br /> PWSH AND HALL ARCHITECTS, P,S. NO
<br /> PART HEREOF SHALL BE COPIED,
<br /> DUPLICATED, DISTRIBUTED, DISCLOSED OR
<br /> , . . . _ . . . . . O E.'`N/c'1tP(-SCIIU I2 �f�BeNc"�tIUE,' f�dt71 tf1E' It,fI71I;J8f. SOC�IUtII �70fc'�t2 (E'�uSU(E,' MADE AVAILABLE TO OTHERS OR USED TO
<br /> '— _' P ' r �; �t �c1C'flltl tII71f��C COC1ClE'GtOrS OISt rle"1.C1 �fS OSt Cr'1 ,�`u r'aC1C� �r"�S�S, 2tC} t0 c"�flC� IIISt����tI011 t0 I'flllll1771Z2, �et'�eflltlC� f fh � E ,,:. p Y EXTENT HATSOEVER, EXCEPT AS
<br /> • r�sten�rs_,(n�iis; b�lts, s�ret�s, c} � r g (J 9 � � P
<br /> �` � , " � � '- ` r' ert�es matchin r teckiv� treakmsnts ;as the' rotecte�i treated plates do not require hot=dipped.galuanized canneetors:, �zPREss�Y nurHOR�zEo �N �4R�r�Nc er
<br /> PT tf�ic��ci shall have similar�,c�rrr�sion resist�nce pr, p i _ ( g p � ) P
<br /> � � � ts scre4vs etc atta�hin sa�rvn timber m"err�bers pr sheathing (shea,r�n�alls) to aoTEscH, t�ASH AND HALL ARCHITECTS,
<br /> cannector. Fast�i iers (naiis; b�al , , ) 9
<br /> : - - � � � '` ates ather than GCA or sodium bor�te fasteners m�.ast h� hat di ed alvanized ar stainless steel.
<br /> � - n cesistant n�ils and la balts sh�il be eith�r HDG ASTM A'I��} or stainless st�el. If using s:tll pl ,. . , pP 9
<br /> PT�,vaad sh�fl b� corrasio � g t
<br /> . � � � `' t., F st�ners nails. bolts scr�ws. vvashers & I� screws attaching timber connectars (joist hange�s, post e�ps and
<br /> if the suitabilit of 'the fasten�r rotection/c;oatrng; Vvith the u�ood tr�atment 'chemccal � , ( � , � � �
<br /> Ver y y p
<br /> manufacturerJsupplier. bases, etc} to RT woc�d shall have similar carrosion resistance �roperties {matching protective treatments} as the ,�,
<br /> pratected connector; that is, use hot�ipped galvanized or stainless steel fasteriers. Fasteners (nails, bolts; screws; o
<br /> Pravide 4�vashers ur�der the heads anc� nuts cif all bolts and lag scre�ids bearir�g on wood, v;�ashers � lac� screvtis�:attaching sawn timk�er members or sheathing (shear vvalls) to Pressure Treated wood shali
<br /> � Laq BoltslE�alts: �onfarm tc� ASTN1 A307�ne! iBC Section 2304.�0.. be,corrasion iesistant (hot dipped galvanizeci or s#ainless.steel}:
<br /> _ , „r� , .- . _ , Alvvays v�rify th� suitability af the fastener ptotectionlcoatii�� with the< v�dQod tr�atment' chemiCaJ
<br /> � Na�ls a��ci �td�l�s. Confiorm ta ASTi� F1o�� �rid I�C SectiUns�30.�.6 and �304:�Q �
<br /> manufact��rerlsuppiier,
<br /> � Enqineer�� lNc�ad Pro�ucts fTrusJoist): The falla�n!in� �i�at�rials �r� k�ased on I�am,ber ma"nufacture�i E�y cn
<br /> Tru�Joi�t and ���ere us�d fior fh"e cl�sign as showin�on the pldns.�Alternate pr�.ducts�k�y ctther man�ufacturers � z �
<br /> o �
<br /> may be siil�stituted providecl �hey ha.ve current ICC a��roval fior ec��aivalent ar greater load and stiffness � �
<br /> pro�eriies an�!�re revie�r�ied anci ap�roved by the Structural Engine�r prior to orclering, �? �
<br /> ,
<br /> a. Larriinated '�trand L�.�mber (LSLI: Gonform to, (�C E� Rey�or� No. ��R-1387'o,r CCN1C. Report Na. � �
<br /> `i 2�27-F�'.
<br /> `fABL��f�N�IIV���E�W��� Fd�quirerrrent�
<br /> Type, U,se VVidths �t�a6� Fb Fv Fc11
<br /> P5( PSI PSl PSI �
<br /> Q
<br /> Timberstrand L�L Rimb�ar�l, Heac�er or � 3��, � ,/,;,. 1.55E 2 325 3'10 2 '170: � ,
<br /> B�a�n �g" de�th '' ' '
<br /> =
<br /> N.AILINt�'REC�UIREP/IENT�: Cor�farm tc� IBC �ection 23Q4.1Q "ConneotiQns and fasteneG-s." Uriless nqtecJ on plans, �
<br /> naif per`Table 23�4.1�.`1. Nailing f�r raof/floor diaphragms/shear vvalis:shall be ��er drawir�g�. Nail� �hall be dri�reri = ��
<br /> flush anc� sh�ll not fracture th� surf�ce of sn��thing. Aifernate nails may be used but are subject to review and � ��
<br /> �pj�raval k?y tf�i� �tructue�l Engineer. Substifution of st�ples for the r�ailing af rateci sheathing is subject.to revie�n�:by
<br /> the structural engineer�rio� ta ce�nstr�iction'; ��
<br /> �
<br /> � � �N
<br /> • �, �.n
<br /> ST�P�IDF,RD LIGHT F�A(�lE GC�NSTRUCT1Qf�l; 1Jnles"s ;notecl on th� �lans; constructiori; shall cor-�farrtm to lBC � � ��
<br /> �ection 230� °Ge�nuenti,or�al Lie�ht F��ar��e �c��sfructiGn"`
<br /> >
<br /> w � w �
<br /> � � �
<br /> tiJV�JC7G SHRINK/�GE l�ND EXP�,NSfJN. '�Ncioc� rr�aterials tnrill ,�xpand or ec�rttract k��sed on relati�!e chan�es tn t„� U • •
<br /> moistur�. The eantractor is re,sporisik�le for means aricl methods�f constructiar� relat�d ka mitigating and;managing � � o
<br /> the�ffects af ch�nge� i,n ��nc�i�t�tre; � � �� �
<br /> MGISTURE CG��lTENT: V`Vooe{ rnaterial use:d for this �rca�ect shall have maximum maisture conterit of 19% exGept � � ��
<br /> mQ � i
<br /> f�r the �ressi_are'-treate� y�aod sill �late. R�fer ta TESTING & INSPE�TIrJNS fc�r the verificafiori of�hese I(mits. The �"'
<br /> maximum moisture content rer�uired may be less than ��°lQ when bas�c[ Un a {�arti�ular claddine}/insulatian s�stem. >N
<br /> Refer to the Arehitect's clraFr��inqs, ancl project specifications, or ���ith claddCng ir�s ta l l�r for maxirn��m recommen de c i Q �
<br /> ��
<br /> me�istur�'contenf': .
<br /> � �
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<br /> PRESER�iF1TIUE TREATNIENT F�T}:;Wood i�tat�ri:als th�t are ���uirecl tr� be "tr�atecl wood"'in accordan�e witFi IBG
<br /> �ect(on �3C74.1�. `Prot�ction Against Decay anc! Termite RrotectiotY' shall conforrn ta the a�propriate,standards of � �
<br /> � N �
<br /> the Am�rican �Na�d-Preservers Associatian (�tWRA} for'sa�rJr� luml�er, glued la��inatecf titi�ber, round pol�s, �nrooti `~
<br /> piies and m�rin� �ile�,. F�(louv Am�rican Ll�m�aer Standar�� Committee (ALSC} qu�lity assurance procedures;
<br /> I�r�ci��cts shall b�ar the a���ra�riate mark. Fa�ter�ers o��nchors in tr�ated wooci sh�ll be of stainless st�el or hof-
<br /> cii�ped galvanized or as per IBC 23D4.`1Q:5.
<br /> Mud sill plat�s iri norrnally ciry interior applicatian� rnay t�e tr�at�cl y�,fith Sodiu.m Borate (DQT - Disoclium Gctahotate
<br /> T�tr�hydrate) �s rec�ent studi�s have noteci less connectar corrosion {�otential than other availabl� v,vood,treatments
<br /> ar the original CCA t�e��ed �ill piates: Wood treated ydith Socfium BQrate shall �e pratected during sl�ipment, stor�ge
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