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� _ . _ _ _ _
<br /> � COPYRIGHT NOTICE
<br /> THIS DOCU�IENT AND THE INFORI,�ATION
<br /> HEREIN RELATING TO THE PROJECT ARE
<br /> AN �NSTRU�ENT OF SERyICE AND THE
<br /> COPYRIGHTED PROPERTY OF BOTESCH,
<br /> t�ASH AND HALL ARCHITECTS, P.S. NO
<br /> PART HEREOF SHALL BE COPIED,
<br /> , , . :_ _ . .; . . � DUPLICATED, DISTRIBUTED, DISCLOSED OR
<br /> � • -
<br /> � t e a �ffects cQnstruc ion 5� uence GCU C
<br /> structural con�Iitions i.e: mavement of the structure d_ie to mo�5tur� nd h rm I t , O PAN Y. Risk Cate or of Buildm er 2a1� IBC Table 1604.5 11 �ADE AV�LABLE TO OTHERS OR USED TO
<br /> � � �� L. — � _ L �� ' ( _ _ , � a g Y g p
<br /> t�'fT1�OCc`lly �.1fc'�Ol,llt�; 2tG�, EXPRESSLYTAUTHOR�EDRN �'RTNGABY
<br /> DESIGN LNE AREA LIVE LOADS REMARKS& BOTESCH, W+SH AND HALL ARCHITECTS,
<br /> ��(iI�RAL ��C�l11REIVl��1TS ���1���������� ������ ����NEER: The c�ntractar si�all at his c�iscretion emj�lc�y an SSE; � registered LOADS PSF` UNO FOOTNOTES 3
<br /> �rofessic�nal engineer for the design of any tem{�ora,ry k�racing anci shoring;. � Handrails & Pedestrian;Guardrails 5a PLF or (1)
<br /> . : . , ,F _ , 2�0 LB �,
<br /> ��'J�AE 1 � �0��: The des n a d a s ru a o ts ro ect _ove e b he � rr� #�onal ��i : . . . . . . �-
<br /> Rhl N ig n c n t eti n f th .p � i� � rn d y t {n � a Idang �od� 7�M�t�R�RY �HC�RIiV� ��ACING: The car�tractor is res ons[�le for the �tren th ar�d stabilit afi the steu�ture
<br /> ,, - - ; � . . I� 9 Y Stairs &Exits 'l00 PSF or Stair treads per,note Q
<br /> , , . , <. . . . . . : o ,
<br /> I�� �015 Edit�c�n hereafter refierrec! to as ih� lB�' a� ado t� a d dif ec! b the C t of' �u� e t �fA ,_ < _ :
<br /> ( ) , , ? p d n m° - � y i f r � 3- dur�ng canstruct�on and shall preivid� tem��ar�.ry shoring, bracing and other elements r�quired to maintain stability 3QQ"LB 2
<br /> understoocl to be,th� Authgrity Having J�irisdiction (AHJ). _ '��, � , ; _,. . . <
<br /> until the structute i.� c+�mplete: Jt is the �ant�actars respt�risibility to be familiar vvith; the work requ(red in the Retail Sta�es —FirstFlaor 1.OQ 1000 Ib
<br /> , . , . ce�n�t�'�action documerits and th� re uireme��ts for executirrg it properly; � -
<br /> R��E���9�E>�'�t�C��R[��; R�fer to Chapter 3.ra.ofi 2�1.5:I�G. VVnere other�tand�rds are nat�d �n th� dr�t���ings, � Re,tail Stores — U e�Floor �5 1QQ� Ib
<br /> . ,_. . . , : .
<br /> use the lat�st editiai� of th� star�ciarci ur�less a-s ecitic date is inclivated. 'Reference to:a s �cific se�tion in a code , � � ,
<br /> � p � , � e �struc ion shall �io exc,eed t e esi i n loads as notec� . . . . _ . . .
<br /> : , ��7ht aTR�l��I��1 �(?A��. Loacis ori the st��ct�re efL�rir or t _ t _ h d
<br /> � - � - 1 To rail sh II be desi ned to resist 50 P F line lo d or 20� 1b oi t o
<br /> , � , , . _ f ) P a 9 _ L a. n 1 ad a lied rn an direction at an oint.
<br /> do�s nat reli�ve the .,ontractor from cam lianc,e v�ith the entire standard: � � " , : > � � p �p y v p cn
<br /> �' in DESIGN C�RITERIA � LC7ADS beloU�r or th�e ca acit of artially compfefed �,�nstru�.tion as determin�d by the
<br /> . _ p - y � - - - Intermediate rails (all those except the handrail), ,balusters and panel fillers shal( be designed to withstand a z o
<br /> . ... _ . . . . Cantractae's.�SE f.or Bracir� /Shor�ng_ ; O �-
<br /> D�F9�11'Tl�hi�: The folloU�rin d�finitions�over the mearnn s af certain texms �ase� in these nQt�s: � honzontally applied normal loac� of 50 LB on an a�ea not to e,cceed 1 ft square: These ttiree loads are ta 'be �
<br /> � � considered separately with wors.t case used for design. j �
<br /> �HANGE� i�l L�7�i[31�1t�: The contractor has th� res on�ik�ilit to nati the SER of an arGhitectu�al meehanical >> ,� �
<br /> << � � � - (� Y .- �' : - Y , , - .� 2 Place 300 Ib concentrated lo d o er 2 x2 area at an oint to rod ce max mum stress. Area loa an w �
<br /> �,rcha�ec�IEn ir�eer —The �rchiteMt Qfi Recorc{and the Stri�et�aral En irieer c�f R�cord. : . - '; . ,'
<br /> . . O a v Y P p u i d d w
<br /> � �.�- �lect ical:o� lumbm laaci im�o4��i onto the structure that;ciiffers from-ar tnat is not dacumentec� �n the on mal • � - � � o
<br /> r � P g � . , . �. , , �, concentrated load are to be eonsidered separately�Nith v��orst case used for'design.
<br /> ,, _ ; . , ,. , : , .; . . . . _
<br /> . . . , . ;
<br /> � ,
<br /> e e r�al r lumbm dra m s . Prov�cie
<br /> : _ �anfi ct �oe ..nts a chitEc,tur f / struct..iral I mechanical ! 1 ct t o v�t
<br /> �
<br /> ra um r a
<br /> 9 9.
<br /> � )
<br /> �t�uctur�l E in��e ofi Rec�r SE e s u _ ,.
<br /> n i rd F� Th tr ctural e�� ineer vvha is IicensEd te� stam � sr n the � 3 Unless otherwise noted o�nt loads to be distnbuted over a 2<5ft x 2.5ft area and located to �oduce m�imum
<br /> J { � � � � , , : ., . . ( ) . _ . , p _ _ P ._
<br /> . , ,, , l _ r , ^. 2� S 'PfOV1C��
<br /> da�umentdtion af lacation loa� size and an�har� e r�f all undo�,umented loa�ls m exceedin 0 aund ,
<br /> structu�al docurnerits for the �ro�ect: The SER is r.espc�nsible 'for the desig�7 of the Pr�mary Structural , , -9, , 9 P load effects on structural members:
<br /> System: markeci-u� streactural plari indicating loc�tic�ns of any neln� equipment or loads. Sufamit plans ta the
<br /> Architect/Enginezr fo� review pricyr ta install�tion: SUBMITTALS
<br /> � "�u�irr�it far revi�iiv" - Submit to the.Architect/Enc�ine�r for revieU�r �rior ta'fai�rication ar construction. Y �
<br /> <: » - � hP�T� PRIc'JRITIES: F'lan arid aet�il n�tes ancl s �cific 1oadin data rauide�l on `inciividua( lans and d�tail �
<br /> � Per Pl�n — Ir�dicates r�fer�nces to th�structur�l fans, elevatians�n�! �tr�.ictural ene�al nc�tes. � � p p � � � � � �
<br /> P � � SUBMI'T FOR R�l/IEW. SUBMiTTALS of shop drawings, and product data are required fot items noted in .the
<br /> clrau�iings s�._���lements inft�rmafion in the Str.uc;tu�al General Notes:
<br /> individual materialS sections and for bidder d�srgnec�elements.
<br /> , , � , . . . . _ , ,: . :
<br /> �1�NE� I3�AWI�l��. Refer to thv architectural mechanical elec�rical civi! and' iumf��n dr v�rin s f ad�ti r ,
<br /> , , , p g � g or _ i ortal DI���EP��1�1��: Ir� r,ase c�f discrepar�cies betw�en fhe G�neral I�lotes, Spe.�fications; Plans/details or Reference
<br /> . . . . ._ . , SUBMI L I , .. . . . . _
<br /> . - � � � TTA REVIEW PER OD: Submittals shalf be.made in time to rovi e a u f TV1tp WEE S tr 0
<br /> _ � d minim m o K r 1 �
<br /> informatton mclucirn �ut not IimEted to. cf�mensions, elevatiorts �ia e� ciaor a�7d tt��indow o '�nin � non beariri . � e iscr anc�es shal( k� brou ht to the p
<br /> 9 , , p , p g , g Standards, the Arc,hitect/En�ir�e�r sh�ll det�rmine w�h�,h shall ,c�ov rn. D ep g
<br /> ^ . . . . . . . „ o � . . . . . . . �
<br /> , • � � _ _ _ - . � W RKING DAY f.or review b the Architect/En �neer riar to the onset of fabncat on.
<br /> v�falls; ;�tairs, fini�hes; �iraiiis, v��terproofinq, railing�, a«� �ttier nonstru�.,tural items: �tt�ntic�n c�f the ,�rr,hifiectlEngirie�r �efuPe proc�ee�rri� �rith the �r�rork. Should any disc�epancy be four�d in #he � g p - � �
<br /> Cc�ntract ��cum�nts, th� �ontractor tnrill be deemed to have incfuded in th� pric� the rr7ost expensive trr�y of` , � ��
<br /> , . : _ : , . _ _ . . . . . . . . _ . cv r�
<br /> . . GENERAL CONTRA TOR f' O
<br /> , C S RI R REVIEW. Prior to submission ta the Architect En ineer the Contr ctor shall
<br /> _ l a
<br /> , ; ' a 9 00
<br /> � �U��"�3�AL ��'"f.�ILS. na:s uct r v s are i tenc�e ta s o d-
<br /> 7' T tr u al cira� m n _ ci h nl tr�e ener�l eharacter anc(ektent�fthe cam Ietm �h., �rk unles� riar to th� suk�missian af the nee the Cantractor �sks for a cieci�ion from the . _ _ . _ _
<br /> � � . . f� 9 `N _ , p _ , p , . . . . . _ � o�
<br /> i
<br /> , . _ . . , revie� the submltt I r co
<br /> ,. :; a fo m leteness. Dimensions and uantities are not revie ed the ER a d therefo�e
<br /> � _ _ _ _ w b S n
<br /> �� � , P q Y , ,.
<br /> rv�ct an...are nc�t intende� ta shard all det�ils of the w��k..11se entire cieta�l�heets and:s ecEfic details referenced l i s: II ncr
<br /> p 1 p Archit��� as tc� ,�rn�h shall overn. Accorciin i , an conflict m or k�etv�reen the Contract Doc�ment �ha t be a . . . . ,_ . _ Q �,
<br /> . , . 9 �Y Y
<br /> �. >> _ : ; �� . ,; . , , . , _ �n
<br /> must be verified b the General Cont�actor: Contractor shall rovide an` necess� dimensional details re uested
<br /> m the I�ns:as t; �caf �n�h��e�rer the a h . `Sim�larl . use cletail� on entire.sheets�Ntth t� tcal m the name , �, Y _ P _ Y _ rY _ q .0 . �
<br /> � /�' Y �'�'� Y. ��' basis for ad�astmer�t in the=C�ntr�ct Pnee. . c�
<br /> uyr�terever the�,� a�s�i��. by 'the Detailer and provide the Contracto�'s review stamp and signatu�e before fon,var.ding to the � � � i
<br /> Architect/Engineer. � � N
<br /> �1TE 1l�RIFI�ATI�I�: The cflntractor shall ;rerify all ciim�nsions �nd conditions at the site. Canflicts between the �,�.
<br /> , . .� � . .. _ , . . ., _ . 'Z „ �
<br /> ��f���`TIJ�L �����t��[131L9T1E�. The stru�ct��ral �n ineer SER i.. re� onsik�le for the stren th and stab�ht� cif � � � e e oceeciin
<br /> � ( ) p � ,J c�rarutngs and actual s�te .,onditions shall k�„ hrought to th� at�ention of the ArchiteGtlEngineer b fQr pr g . .. , , . . . . . . w x
<br /> the �riman�stn�cture in its eam ieted fc�rm: �,}�ith the�r��ork. SHUP DRAWIPVG REVIE1t11. Once the contraetor has;completed his review, the SER will review the submittal for a � � •
<br /> F ' p general conformance v�iith the design concept and the contract documents of the bUilding and will stamp the � U . �
<br /> _ _ . . . . _ . �
<br /> , �. , . , , . . : . : . . submit al accordm I . i s ->
<br /> t Mark n or corriments shall no be c nstr
<br /> . t o ued as relievm the contractor from com Iiance
<br /> 9Y 9 _
<br /> ���RC�9�AT1�N. Tne �,ontracfo.r is r�s ans�bie for cao.rciinatin cieta�is and accurac of the v+rork for tianfirrnin g p � -�
<br /> P � Y , 9 �LDJ����IT �ITILII'I��. Th� contr��tor shall d�t�rmine the focation of all ad ac�nt und�r rounci utilities r�or to __ . ; . . . ,_ o
<br /> : . . . _ . . 1 J p _ ..
<br /> , �
<br /> _ ,. . , � o
<br /> , . with the ro ect n a ' s e
<br /> _ la s nd afications nor' e rtu�es there from.
<br /> . , d a The SER will returri submittals in the fo�m the �
<br /> art� correlati�� all 'ua.ntitiPs ari� �imensions far selectin fabrication rQcesses: for �eehni u,�s �f assembl and , , � 1 p p � p _ Y � � �
<br /> � � , � f� , q Y, earthn�ork,roandation5, 5h�nna, �n�1 exeavation: . . . . . � �
<br /> far ����rarming wv�rkt ir� a �afe and s�cur� manne�; are submitted �n (either hard copy or ,electr�nic). For hard copy submittals, the contractor is responsible far � i �,o
<br /> AL�'��NA'T��: Alterri�te praduc;ts c�f simil�r strength; ���ature and r'e�rm foi sp��,ified it�ms may k�e submitfed with submitting the required n.umber of copies to the SER for review: � Q •��
<br /> , _ , , . . . , , : : . : . : �'�n
<br /> E�1�71�i� ,�t�hl�i�tlC)t��. fa at o s �r e ` a t - ' c�la e t e ist c n t s p '' P , _
<br /> In �m .i n ho �r� ort tn c!r ��n s t c1 o x in o d� ir�n r� res�nt th., resent ac�e uate technical document�tic�n ro er t�st �e ait etr,. t� th� firchEt�ctlEn me..r far revieut: Alfernate materials
<br /> � 9 I� p q �C� P F� , ) 9 . . - . , _. . .cv
<br /> , ,. �. , _ , .- . , <. ._ , . , ♦ : SHOf' DRAWING DE1/IA710NS. When s o dr im s c
<br /> h av+ om onent desi n drawm s differ'frorri or add to #he a�
<br /> :r; i r �
<br /> _ i
<br /> k o�� d e l� t ithc� t u ra t': f c c e rt ca t o s t at co: i.,t ,v t c tr ct 1 P 9 � P g 9 ).
<br /> n le . � tv , u a n �e a ac .�ra . R o nr�i i_ n h. nr1_ � h an a r�ocurrtents to tne thafi are suk�mittEd niitt�out:ade uate technical.cic�eumentatton ar that si nifiirar�tl deviate from the ciesi n intent of
<br /> �J , 9 Y � q � Y 9 . . . _- .. . . >�c,
<br /> _ , , . . . . . . . , : . . : . : Q
<br /> . _ reuem h
<br /> , ir ents of t e structural drawin s the shall be des ned and st m e b t S
<br /> , (
<br /> _ a d he res onsible .SE.
<br /> � ,, t. q 9 Y 9 P Y P cv
<br /> arch�t�ct or SEc�R: �a not �ieviate from tn� contract doc�ments uvithout ,vntten ciirecttar7 fram the architect an�i/c�� . , � � e:se t ti l efforE:tr� reuiew wrll rre�t be
<br /> �1 rnat�u�is s�ecifieei ma/ b� �eturned viith�at re�iefi. Alternates that rec�uir abs an a ��
<br /> SEOR. ,�1i1 �xisting dirneiisians and inforrnatiori shal[ be fiel�f verifie�l p�ior to fa�ric�tior7 �� required tn coordinate revie�r�aeel unGess authoriz�d k�y the Cr��rier_ � �,
<br /> � DEFERRED SUBMITTALS o �
<br /> �rith�+��v constru�tion. �
<br /> . �i�DITB�7�I�lALTERAT(�N�i��PAI�.�: ,�dditions, alterati�ns, ane�lor re�airs to the existing� structure has� beeri � o- �
<br /> . . . , . . � .. . . _ . �o N �
<br /> NEVV��C?�1�7RL3CTI��.,The c��� � to��s ��� I ���� e���� a � � r � �� �te����s fa �° �v� � � str �IDDE -D�S G �
<br /> c ntr c hal remov II int� fenng m r r�� con uctic�n and sh�il re�air c�t� anal��ze� f�r additiqn�l loadin andlor�mod�ffc�tion dt�e ta�� th� a�iditi�n�� the alferation or thP re� �air. All affecteci R I N�D�ELEM�NTS�
<br /> Y � � p '� �,
<br /> _ _ , . . . „_. � . _� ��; � . _ . _ .
<br /> � _ _. N f—
<br /> p� �� . -
<br /> � '
<br /> re��I .. al � c v�e��� ite ��s� t Su mit Bi er� �e �
<br /> ac I emo cl m o match fhe e�xistin canditior�s in a ��eordanc �vt� he� a��c�� � �t I ��c� i��� s Ur b dd Desi n d defe�red�submittals to the�Architect and SER for vi � fe�� � � s � � s ��
<br /> p g c e i h t r hite�,ura c{a�v ng . Ne ex�st�i� member h�ve been anal'�ze� ar`reinfarceJ a�;re uifed er IEBG: 9 _ re eN, �The de rred ubmittals haJl
<br /> consfructior� eleme.nts sfiall k}e designeci ar�d installed f��r curr�nt Interiiational Building C�d� 2015, he��after` � Y � � also be subrnitted to the city for approvai, if required by the city. �
<br /> referrpd to �s IB��s ali�4ived by lEBG: AII C?emolition ar remcrua! of architectura! mechanic�l or structural elements, sha(I not dama e strucf�,r�f items to
<br /> remain.
<br /> ' � Qesign of prefabricated, "bidder designed°, manufactured, pre-engineeeed; or other fabricated producfs "shall comply
<br /> M�1�R9� �II�7'�0�� ��a�i �AF�TY i�EQIJIR�M�RIi`�; Th� cantractor is resp�risibl� fo�the me�ns and rnethocis nf' v�iith the following r�auirements;
<br /> constr�aetion and all 'ab-r�l�ted safet standards suen as �JSHA and [�C�SH De artment of cc ' i f 1 Desi n c n ide s f' ta ` �v w' � � � '
<br /> a _ y ( p C� upat c�na1 S�ety ) g o s r_ rtbu ry dead, li e, md and earthquake loads in combinations reguired by IBC.
<br /> . , � , , : . _. . . . . _ . .
<br /> �nc1 Health . The contra�fQr [s r,�s ons�bl2 for means �nr� methods of >��r�struetion relat�d to the intermedi�te 2 Desi n+rvithin the Deflect�on Limits noted herein�nd as s ecified o�referenced In the IBC.
<br /> ) � �����'� ��������` ��� �-�/���' 3} Design shall conform tb the specifications and reference s�tandards of the goVeming code:
<br /> �
<br /> �
<br /> �
<br /> �
<br /> 4) Sul�mittal shall includ�: certification'shall be submitted to th� engineer for approval prior to commencement of installation. No reinforcing g��m 4x8 throu" h 4x12 Dou Fir Larch Na'2 �
<br /> a. Calculations re ared stam ed and si ned b the S�E demonstratin code conformance. - � ` o -� ed a c o s: S ec al i s ection shall be er the TESTS and " g g �
<br /> p p , p _ g , y , _ g bars shall k�e damaged durmg install�tion f post inst�ll n h r p i n p _ , p _ _ �,
<br /> . . . . . . . . . �
<br /> b. En ineered com onent desi n draUrin s are re ared stam ed and si ned b the'SSE. WSPECTIONS section: Anchor t e diameter and embedment shalf be as indicated an drauvin a. Beam 6x� throu h 6x�� Dou' Fir L�rc,h No: 1
<br /> g p g g p p � p g Y Yp � _ g 9 g � � �
<br /> c. Product dat�, technical information and mariufacturer's written requirements and Agency Rost or Timber 6x6, ax8 Doug-Fir L�rch No. 1 � � �
<br /> approvals as applicable. �
<br /> e1. SSE may submit to the Architect/Engineer, arequest to utiliz� relevant alternate design criteria �. ADHESIVE ANGHORS: The follov�ring Adhesive-type anchoring systems have been used in the design � �
<br /> : ' r .. _ . �
<br /> � _ . . . . .
<br /> of s rnilar nature and enerall e uivalenc �ihich is re.,o nized b the Code and .
<br /> _ acce table to s e use o n C R TE d MA ONRY as a lic ble an in accordance lNith . ,�
<br /> 9 Y q - Y � Y p _ and hall k� d f ,r a chorage to QNC E an S �_ pP a d
<br /> . . , < . . . . . • Glued LaminatEd Timber. Canfarm ta �IT� ��7-2010 Stand�rd S ec�ftc�tions for Struct rai Glue-laminated �
<br /> p u �
<br /> i . . . . .
<br /> the Authon Havin Junsdiction. S abmit ade uate d�cumentation of ciesi n. .
<br /> : corres on in current ICC ESR re ort. Reference the corres ondm ICC ESR re ort for' re uired �� ;�
<br /> �Y � q_. 9 P � 9 P p , 9 P q Timbe� of Softwood Spe�ies, Manufiacturing ari� C7�si n and ANSitrAITC'A19�.1 Strucfurai Glued Laminafed
<br /> minimum a e of concrete concrete.tem erature ran e moisture eondition li" ht wei ht:.concrete and � �"� �
<br /> � , P 9 , � 9 9, , Timber." Camberall lued (amin�ted beams, e ce t canflevere" �nd canti uo s be ms t 0 0' "a "' s � �
<br /> � , . . _ _ . . _ g _ . x p i d � n u _ a , o3Q rd�u ,
<br /> GEiVEFtAL �O Tf�AC7'OR S R IQ _ : . . . .
<br /> N �� R R REVIEW: Once #he co tractor has eam leteci his rev eU�
<br /> _ n. i of the SSE o d i i d e ration re ir e ts: Drilled in anch r embedment len #hs shall be as shown on
<br /> p . h le r II ng an pr pa qu em n o 9 _ �
<br /> : , . . , , _ : . ; uriless shovvn ather�uise on the lans, Fabricate cantilev�ted ane# contir�uous beam flat unless 'shovvn �
<br /> com onent cira�rrm s the SER vvill review�� the submittal for eneral conformance �nrith the desi n of the bui di a d ` ' � � � � ' �
<br /> p g , g g i ng n dra��vings, or not less than 7 times the anchor nominal diamete� (7D). Adhesive anchors are to be otherwi�e on lans. �
<br /> �vill starn the subrnittal accordin I Reviev�r af the S ecial Structural En ineer's SSE sho dravvin s � s unless othervuise s ecified in the ICC ESR re ort. p °`
<br /> f� 9Y'� � tY 9 � � � _ 9 installed in concrete aged a minimum of 21 da/ , p p :
<br /> (eomponent design drawings) is for compliance with design criteria and compatibility with the design of the primary TA�LE af GLUl.AM and GRADE � �"'
<br /> strueture and does not relieve the SSE of res onsibilit for that desi n. All necessa bracin ties anchora e . � �
<br /> P Y 9 : rY 9. , 9 , << �;
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<br /> � , a. HILTI HIT HY 200 JCC ESR 3187 for anc.hora e to C�NGRET� Nith embedment de th less
<br /> ro r�eta roducts shall be furnisheci and installed er manufacturer s instructions or the SSE s desi n cirav�tin s g - p - Member Sizes, �pec�es �ornb.aymbol Uses � �
<br /> and e�lc�at ons. These elements include but are not I mited to: g g than or equal ta 20 bar diameters �
<br /> - Beams All DF/DF' 24F=V4 Sirnple S:pans � (y
<br /> b. HILTI "HIT-HY 7Q" — ICC ESR-3342 for anchorage to MAScaNRY�nly � �
<br /> s Handrails . . Beams All DFfDF 24F-V8 Contin�.�aus:or Vvith Cantilever Sparts � �
<br /> 2 EXPANSICJN ANCHORS� The following Expansion type anchors are pre-approved for anchorage to ((�
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<br /> _ . :. _, ,_ . .. , � �°
<br /> CONC ETE or M SC�NRYi accorda ce Nith corres ondin current ICC ESR re ort: . : .
<br /> R A n n p, g . p. � Wood'Structural Sheat I wo�d : ooci P -ra ed t �actur s e G �
<br /> IIV�PECTI�(VS, Q,U/�LITY ASSU�ANCE VERIFICATItaNS AfVD TEST REC�UIi�EMEiVTS h�n� (Pv . . ) vV A ,� t s r al h atrung include... all �ene�r p.(ywood,
<br /> a. HILTI"KWIK BOLT TZ" — ICG ESR-1917 for anehorage to C�JNCRETE Only oriented, str�nel board, vd�ferboarcl, particfeboarci, T'1-1."I siding; and composites of venee"r and wood based.
<br /> . � .. � � � . - mate[ial with T&G �c�int. Architect ma disalloW QSB. CQnfirm With Architect. Ganform to"C.onstruction and
<br /> INSPECTIONS. Fouundatian� footin s under slab s stems and framin are'subecf to ins ection b the Buildin << � �� � Y
<br /> � g � y g � p y g b. POWERS POWER-STUD +SD1 — ICG ESR-2966 for anchora e.to MASONRY�nl � >> - �:
<br /> g Y Inciustri I PI ° o as d.o G S r - .
<br /> a yw od b e n Pr�du t tanda d PS '1 69 by the U:S. D�pt. of Commerce, and Rerfocmance
<br /> OfFicial in accordance ��vith IBC 11Q.3. This project is rr�inor in nature and does nof require special ins ections _ . „ ..,. ,. Q`� B
<br /> : : . , . . . p. .Sfiar��ard for VVood-Bas t uct I-U e a els° se o c' - WA �
<br /> uriless s ecificafl' re u�r�d b' the Git of Everett. Contractor shall coordinate all re uired ins ections v+iikh the ec� S. r ura s P n ba d .n Pr�du t Standard RS 2 70 by the IJ.S_ Dept. of �� �F Sk �
<br /> p Y a y y a p �p(�p ��(�j�l[�(;; Commerce and "PI� u��ood Desi n S �cificatian" b�s�� on APR D��QC-'12 b the Ame�i�an PI ood ��' � I��
<br /> Building C7fificiaL � 9 p Y Y`�`�` �\ � o
<br /> Association_ Unl�ss r�oteci otherv�ris�, sraeathing sr�all c�rri�1�{Virith the fallo�vir�g table` 1 �� �
<br /> �TRUCTURAL QBSERVATIQN` per IBC Section 1704.6 REFEREf�lCE STANDARDS� Gonform to; ��
<br /> (�) IBG Chapter 23 "ViI(�QD° �
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<br /> 2 NDS 2015 National Desi n S ecffication NDS #or Wood Const�uction TA�L.E of�H�,4THING-.Use IVlir�i urr9 Thic nes�: " ` " s� � ^�
<br /> Strucfural C7bservation is 'the vis�ial obser✓ation of the structural systerri by 'a registered desi n rofessianal for � � g p � 7 m k and Nlinimum AP'A�.a#�ng .o �� ;�
<br /> � p (3} APA D5`I OG12 Plyuvood Design Sper,ification ' ���.,r C29759 C �`,�,
<br /> eneral canformance to the a roved construction documents. It is nof alwa s re uired on a ro"ect does nat . ... . ... . ,: . _ _ >. .�L , .
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<br /> . . . .. . . . _ . _ Locatton Thicknes� � an Ratm PI ood �r d� - ,C>
<br /> a �x a�ure �
<br /> _ _ �
<br /> e Co nections Sub ect to Lateral , .
<br /> mclude or ���iaive the res onsibilit fo� the s eciaL ms ections and t2sts: ce uired b a S ecia s (4} APA Report`TT 045B Minimum Nail Penetration for Wood Sfructural Pan I n a P � y►�+', . . . p , St�� , �,-
<br /> p y p. p q y p I In pector �er IBC , VaL
<br /> Chapter 17, is not contin�_�ous, ar�c� does not certify conformance��ith the approved construction docum2nts: Loads' Floor 23!32° T&G 24«C STURf�-(-FL(�C�R "1
<br /> � � � � � � SUBMITTAL�: Submit sho drawin s to the Architect/En ineer fo� review. Sho drawin s shall include member alls 5/32" 2/ 6: - �oe NuMsER
<br /> St�ucfu�al Obseivatiori for this pro�ect is not required per IBC Section 17a4.6, p g g �' � � � � � G d � _
<br /> size; spacing, camber, material type; grade, shop and fi.eld assembly.details and conneetions, types and location of �� ���
<br /> bolts and otherfasteners. Supply shop dra�zvings far the follov�iing: onTe
<br /> (1) Glue�laminated membe�s •
<br /> POST-IN�TALLED �NCHORS fIfVT� C�NCRETE AfVC? MASt7NFZY) Unless hoted other�vise ar� dr�wiiigs, install roc�f a��cl floor �anels with long dimension acrass:�upports and ��7��C1��
<br /> (2j LSL rriembe�s �vith panel continuous av�r fin�o ar mare s�ans. End joint�shall occur over supports: �RnwN BY
<br /> REFERENCE STAND/�RDS: Conform to: IDENTIFICA.TI�N: All sawn lumber and pre-manufactured Ura�d products shaU be identified by the g�ade mark or a �
<br /> 1)IBC Gha�ter 19 °Concrete" certifieate of ir�s ectian issued b� the certif in a enc . • Timber Co.nnectors: Shall he "Str�n Tie" b Sim son Com a� > as ec� i � 'r t cHECKEo aY
<br /> p / y g g y g y p p y sp if ed in thei la est catalag. Altemate
<br /> 2)ACI 31�-14"Building Code Requiremenfs for Structural Concrete" connectors by other manufacturers may be �ubstituted pro�ided th�y have curr.ent ICC approval for �Fi
<br /> 3)IBC Chapter21 "Masonry" MATERIALS: equivalent ar greater laad .ca�iaciti�s anci are revievded �nd approved b�/ the SER prior to ordering.
<br /> 4)ACI 530-13/ASCE 5-13lTP�1S4Q2-13 "Building Code Requirements for Masonry Structures° Co �c ars s � ` �
<br /> • o � s o A WCLIB or NLGA and Table bela�v. Fin er �ainted studs nn t hall be installed per the. manufaefiurer s instructions; Wh�re connector straps connect twQ SHEET TITLE
<br /> SaNin Lumber: Conform t graeling rule f WWP , � 1 members, pl�ce one�half'of the nail�:ar bolts in each merriber. Where st�aps are used as hold-downs, nail
<br /> _ . . . . acceptable at intenor+�valla only. stra sto waod framin ust �riorto ci u��all a lication as1ate as oss�b � �
<br /> POST-INSTALLED ANCH�RS: Install only ti�there specifically sha�rdn in the details or alloUreci by �ER. All post- p 91 I- ry pp , p i le in the:fr�ming pracess to allovv the
<br /> ` _ v . _ . ; .. ,
<br /> Installed anchors t es and locations :shall be a r6ved b the SER and shaJl have a current ICC Ev lu�t on TABL�af SOLtD SAWN LUM�ER vood ta shrink �nd the bu�ldin to settl�. Premafur� nailm, of fhe stra ma lea� t� stra bucklm and
<br /> YP pp ! _ a i 9 9 K� Y P 9
<br /> Service Report that prdvides relevant design values neeessary to validate the availabfe strength exceeds the �atential finish ciamag�: �'��(���°'����
<br /> re uired st�en th: Submif cur�ent manufacturer's data and ICC ESR re ort to SER for a ' ro�al re ardless of` e ber U�e Size S e i 's Grade � � � � � � �
<br /> q 9 p f�p 9 M m p c e �Nhere:connectors are in expos�d exteri�r appllcati�ns in cantact with �reservative tteated wood {PT} other ��'i'��
<br /> v��hether or not if is a re-a roved anchor. nch rs sh I � - � _ � � � � •
<br /> p , pp A o a I be installed in stnct`accordance to ICC ESR and the � than CC.� connectors shall be either batch hot- i e � �
<br /> , . . . . . _ . . Wall �tud 2x4, 3x4, _x6, 3x6 Doug Fir La�ch No. 2 , d pp d .galuanized {NDG); mechanically galvanized (ASTM
<br /> manufacturer s {�nrrted inst�llation inst�uctions: (MPII}; in con�unction �rnth ed e distance, s acin and embedrnent � - � � - • � � ., � � '
<br /> g p g B6J� Class 55; minimum sta�nless;steel or rovided with 1_g5 oz/sf of zin� alvanizm e ual ta or better
<br /> depth as indicated on the dra�n�ings. The contractor shall �rfange for a manufacturer's field represenfative to provide Sill Plate 2x4,3x4, 2x6, 3x6 PT Doug Fir Larch No. 2 ' � ` � 9 � q
<br /> than Sim�son ZMAXfinish:
<br /> installation training for all products to be ��sed, prior to the commencement af uvork. C�nly trained installer shall
<br /> . . . . . . Posf 4x4 4x6 4x8 Qou Fi[ Larch No. 2 � . . . , � ,
<br /> perform ost install�cJ anchor installation. A record of'trainin shall be ke t on site anci be made �vailable'ta the -. � � Nail straps to �r�rood framCng as lafe as pos�ibl� in the framing process to allow fihe +nroocl to shrmk and th�
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<br /> b�nldiri ta seftle. Rr�mature_naihn of th�st ma e
<br /> SER as re uested. Adhesive anchots installed in honzontall or u :Nardl inclined orientation shall be e far e _ ra I ad to stra bucklin and otential ftnish dama e.
<br /> � y p y p r m d by Floor or Roof Jo�st 2x6 through2x12 Doug Fir LarGh No. 2 � < � , p Y I� 9 P 9 sHEET NuMaER
<br /> a certified adhesive anchor installer (/�AI) as certified through ACl/CR,SI or approved equiva�ent Proof of cui�rent
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