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<br /> STRUCTURAL NOTES 1NSPECTEON SCHEDULE STRUCTURAL A��REV�ATiONS
<br /> AB Anchor Bolt JST Joist DKG Decking RND Round
<br /> P�ST-TENS��N�N� N�TES .TENDO'.N �STRESS�NG: �Tensioning sf�all start once the ooncrete in place has �reached the �SPECIAL INSPECTION SCHEDULE ADD'L Additional JT Joint DO Ditto RTN Return
<br /> speafied initial compressive strength at transfer, but no sooner than 48 hours after time of EST��,BLiS�-IEO PER 2009 IBC SECTI{�N 109 8� CHAPT� 17 ADJ Ad justable K Kip (��000 Ibs.) DN Down SC Slip Critical
<br /> POST TENSi4NWG SYSTEIM� P�ast-tensioning systems and mat�e�ials shall be as noted on conor�ete placement Tensioning shall start no later than 96 hours after time of cona�ete c�tnNu�ws ��o�c AGG Aggregate KSF Kips Per Sq. Ft. DWF Deformed Wire Fabric SCHED Schedule
<br /> lacement. ITFh�E GOMMENTS AFF� Above Finish Floor LF Lineal Foot DWG Drawing SQL Superimposed Dead Load
<br /> the plans or approved Iby the Ard�itect. Post�-tensioning shall be in�talled to provide the p � «Ns�cT� P�s��v ANCH Anchor LLH Long Leg Horizontal DWL Dowel SECT Section
<br /> required prestress force or number of tendons as shown on these drawings. In no case shall ,sa�s � ARCH Architectural LLV Long Leg Vertical EA Each SHT Sheet
<br /> the number of tendons be determined using a final effective force �per tendon in excess of If the concrete has not reached ihe spec�fied initial strength at transfer within 96 hours of C-�ading, exrava�on & �ill �y Geotec�nica� engine�r_ B� Bottom of LP Low Point EF Each F�ce SIM Similar ��.�' ,
<br /> a�c�ment, apply 1/2 of the s fied 'ac�kin s�ress to each str,and ,at 96 hours, and the full F�a�i foundation }�e�aration iBy �eote�nic�u en�ineer BLDG Buildin LVL Laminated Veneer Lumber EL Elevation SN Sole Plate Nailin
<br /> 26.8 kips. P� � 1 9 9 9 �, ��
<br /> speci�ied jac�ing shess once the concrete �reaches the specified in�ti�l compressive strength at __`__i_______ ___ __ _ BLK Blocking MAX Maximum ELECT Electrical SOG Slab-on-Grade -
<br /> All post-tensioned conaete shall have a minimum strength �of 3M000 psi at transf�er of �transfer. �r�efab. construction �. note 5 BM Beam MECH Mechanical ELEV Eleuator SP Space �
<br /> �
<br /> prest�ress and a minimum acc pt�nce strength �as r uired by the Struc�ural N�otes. Extra . . . . BN Boundry Nailing MIN Minimum EN Edge Nailing SPEC Specification � � '
<br /> � � Concrete , BOT Bottom MISC Miscellanec�us EQ E ual SQ S uare
<br /> ' shall be used to Tensioning shall ,be done by �acking under immediate oontrol �of a ;person e�erienced in this q . q .
<br /> field-cured test cyiinders, talken and tested at the �Contractors e;xpense, � Reinf�csng plac�ennent � x � � BRG Bearing MOM Moment EQUIP Eqwpment SS Stainless Steel �
<br /> �t y p e of work� Continuous s ial in� c�ion and reca�din of elon ations is re uired durin all :v� `'
<br /> s u b s t a n t b a t e c o n c r e t e s t r e ng t h b e f o r e po s t-t e n si o n i ng. � � 9 �' q 9 Fi�inforcing we�ding�_�_ X x �et. nat� � BSMT Basement NIC Not in Contract EW Each Way STD Standard •�,,, ,e,� :
<br /> ;stre�sing oper,ations. In no case may the ;steel be tensioned abave 80 percent of the uftimate �einforcing cc�pting �i�~��� � x ��� �- T���� BTWN Between NOM Nominal EX Existing STIFF Stiffener �� . `��'
<br /> ,POST-TENSI�J�1G INSPE�TIQ�:_ Speaal inspec�ion, per IBC 170�, shall be perfamed by an strength of the strand. The �anchor foroe shall not �exceed 70 perc�t of the �itimate strength Anchor botis 8� unseres . x BUR Built-Up Roofing NO Number EXP Expans�on STIRR Stirrup ���r�, . : . �,,��.
<br /> a roved fiestin a en�c . S edal ins ction shall include t�dar� and r�nfore�ent aoemen�, o f t he wire� One t�en don s h a l l be �c h ec ke d f�a frbc tion losses a t t he s tar t o f pos t-tensionin�. P repara tion o f test s�cimens� � ___ X C Cam ber NS Near Si de, Nons hrin k E x T Ex terior S T L S tee l ��c,�. ���- -
<br /> Pp 9 9 Y P Pe f� � �.ov��
<br /> integrity of ;protective wrapping, and stressing. No conaete shall be �aced until t�e formwork, Tendons shall be stressed in the following sequenc� � � CAP Capacity NTS Not to Scale FD Floor Drain STRUCT Structural �'�'� _
<br /> � Concrete �acement X
<br /> tendons, and reinforcement have been iins�ected and approved. All prest�ess�ng design, Adhesive and�a� plaoe�ne�t X Re�. note 7 CC Center to Center OC On Center FDN Foundation SUPP Support
<br /> F�cpansit�n anchor placement x �. nate 7 CIP Cast in Place OD Outside Diameter FIN Finish SYM Symmetrical
<br /> ma�erials and c�nstruction shall conform to ACI Standard 3�8-05; I�C 2006 edition, as 1. Temperature Tendons �n�daed piates x CJ Construction or Control Joint OF Outside Face FLG Flange T/ Top of
<br /> amended by local bu�lding authority; and the latest edi�on of the PTI Po.st-Tensioning NSanual. 2 Uniiformly Distributed Tendons curin� - x � Centerline 1�PNG Opening FLR Floor T&B Top and Bottom
<br /> Continuaus inspection and �recc�ding of elongations is required during all stressing op�r�ations. 3. Banded a Beam Tendons Pest ienioning pfacement x �: note s CLG Ceiling OPP Opposite FS Far Side T&G Tongue and Groove
<br /> Certification of complian�ce wifih the drawings and specifi�cations shal! be prov�ided. Past—tenst�nmg sl�essi�n9 ` x CLR Clear PDP Plan Dimension Point FT Feet THK Thick(ness)
<br /> INSERTS: All inserts and sVeeves shall be cast-in-place whenever possible�. Drilled and � CMU Concrete Masonry Unit P Post FTG Footing THRU Through
<br /> .P��T-TEN�ION�N� STEEL QUA�;TY:_ Post-tensioning systems shall utilize unbonded type powder-driven �asteners will be permitted only when it can be shown that the inserts will not stNc�urai st�eo { COL Column PC Piece GA Gage TJL Wood Truss W/ Steel Web
<br /> tendons, except as not�� on �he plans. T�wo sam�les 5'-t)° loo�g shall be taken, one from spall the concnete and are I�ocated so as t�o av�ad the tendons. Contiractor must locate i�a�cauon a erecnan^ _ ___ x �. note s CONC Concrete PEN Penetration GALV Galvanized TJM Wood Truss W/ Steel Web
<br /> F�igh strength ba�ing x x Ref note 10 CONN Connection � Plate GEN General TRANS Transverse
<br /> eac� e,nd of each reel. Samples may be tested for �tensile ,strength and elongation at rupture tendon low points a� the slab soffit when dirilled or powder�riven fa�t�ers a�re antia�pated. --s�r��ie ipass fillet w�ds < 5!'t6" � X Rer. note t� CONST Construction PL Property Line GL Glued Laminated Beam TS Structural Tube
<br /> a to a specified percentage of rupture at the Engineer's discretion. Afl #�esting shall be by an DO NOT use powder-ciriven fasteners in pQst-tensioned areas, exc�pt ,as app�roved iby the � �Ref welds > 5116` i x � ��. n�e it � CONT Continuous PLWD Plywood GOVT Go�ernment TYP Typical �
<br /> ap�xoved testing _agency. E�longation tests may be waived at the Engineer's discretion when IEngineer. �a,�aat/�t�e ��a�io� w�d i x � Ref, note �2 __________� CONTR Contractor PNL Panel GR Grade UBC Uniform Building Code
<br /> the vendor provides oertification that the material provided m�eets speafied s�rength and � _ �______�____�__.____ COORD Coordinate PP Partial Penetration GWB Gypsum Wall Board UNO ��lnless Noted Otherwise
<br /> elongation criteria. ELOINGATIONS AND TENDON CUTTING: Field ireadir�gs of elongations �and/or stressing forces � "'�'"9 CP Complete Penetration PSI Pounds Per Sq. In. HF Hem-Fir VERT Vertical
<br /> • � • • nchors and ,studs x CTR Center PSF Pounds Per S . Ft. HGR Han er W With
<br /> Any samples submitted shall be accanpanied by vendor s certifcation ihat the samples are shall not v.ary by m�c�e �han 7 percent from the required v�alues. A ord of all jacking -- -----.- q 9
<br /> f8C Wekiing af a
<br /> �� w�e�d;ng-staies�caie�ng syst�ns x CY Cubic Yard PT Point HK Hook Wd Wood
<br /> represe�tative of the matenals to be f�urnished. When certifications are acc�ted in lieu of forces, gauge pressures, a�nd field-measured elongations shall be subm',itted and approved by ��°°°,
<br /> testing, the stcand samjples shall be r�etained by the testing agency for future verification, if so the Engineer prior to cutting tendon ends. Do not burn off tendon �ds until the entire slab � Metai deck wef�ng X � � DB Divider Beam PWT Prefabricated Wood Truss HORIZ Horizontal WF Wide Flange �
<br /> Ught gau�e meial framung we�d+'r� x � ( DBA Deformed Bar Anchor R Radius HP High Point WHS Welded Headed Stud �,
<br /> required. Test r�sults or certifications shall be submitted to the Architect pria to stressing �of has been satisf�actorily stressed and the Engineer has given approval. Tendon anchor�ages � 0 DBL Double RD Roof Drain ID Inside Diameter WL Water Line
<br /> tendons. Post�tensioning t�endons shall be low re(aucation �nd shall conft�rm to the f�llowing: shall be po'otected frot'tt weather prior to gro�uting. � stru��a� masor�y x ) X � Ref. noFe 13 I DET Detail REINF Reinforcin IE Invert Elevation W/0 Without
<br /> I I 1 DF Douglas Fir REM Remain(der� IF Inside Face WP Work Point '��, '
<br /> _ 7-Wire Strand ASTM A 416 ANGHORA�GE GROUTING: Within 24 hours of tendon cutting, fill all stressing �podcets � �'�� _ ___. _ DIA Diameter REQ'D Required IN Inch WT Structural Tee ' �
<br /> 112-Inch Diamete� Tendon Area 0.,1�3-square inch according to the following proc�dure: st��ar wa� a ara9 s�ruc tascen�n� x �, note 14 DIAG Diagonal RO Rough Opening INT Interior WWF Welded Wire Fabric
<br /> Ultimate Strength {fpu) 2?0 ksi I �of 8� floot' she2�thing j x � Ref. note 15 �
<br /> Tern rary Stress t�o Overcome Friction 216 ksi 1. Afiter deaning with a wire brush or other sui#,able method, cc�at the inside of the p�c�t with L - � � � �
<br /> (� �
<br /> ,Anchor�tg Stress 18'9 ksi a bonding agent, Submit bonding agent to the Engin� for review prior to us�., INSPECTION SCHED�lLE NOTE� �
<br /> Effective Design Stress (fse) Low Relaxation �74 ksi
<br /> Minirr�um Tendon Cover (per UBC) Int�erior Span Top 1-inch 2 Fill pocket w�th nonshrink mortar. Mortar shall not contain chlorides in excess af the limit 1. The it�ems checked with an "X' shall be inspected in accor�dance with IBC Chapter 17 by a
<br /> Bott�om 1-��nch iisted under GH �LOR@ES below or chemicals delet�ious to the pr�estessing steel. Submit certi�ied spec�al ir�sp�tc� from an established testing a�g�ncy. For material sampling and
<br /> End Spans Boftom 1 1/2-inch mortar ��o the Engineer for review and a�ppraval priar To us� testing requir�nents, ref�er to project speci�ications, the structur�al not�es and the notes below.
<br /> Tt�e testing .agency shall send copies of all structural testing and inspection re�s d�-ectly to STRUCTURAL SY�I��LS ,� �
<br /> SUBMITTALS:_ The Contcactor shall submit the following for the Engineer's review prior to ENCAPSU�LATED ANCHO�ACES; Encapsulat�ed anchors with grease�-�filled dear tu�s a the architect, engineer, contractor and building officiaJ. Any materials which fail to m�t the � �
<br /> General Technol ies Zero-Woid S stem shall be used at the fallowin locations: r ect s eafications shall immed�tel be lxou ht to the atten�on of the archi�ect, S ecial -°�' °
<br /> catstruction °9 Y 9 P �! P Y 9 P � �;
<br /> All anchorages at Level FI, Ground Level & Level 1 PT Slabs. inspection testing requirements apply equally to �all bidde� designed compor�ents. � Q GF�D BUBB�.E STRESSING END OF TEN�! �' � � �
<br /> * Shop drawings showing t�don layout, de�d-�end and s�essing �d anchorage details, and � � � -�
<br /> l o c a t i o n s, T h e e�o s e.c i s t r a n d a n d w e d g e a r e a s s h a l l b e c o a t e d w i t h t e n d o n c o a ti n g m a t e r i a l 2 S p e c ial ins p e ction is not r e quired fo�r w�k p e r formed b y an a p p roved fa!brica�a p er IBC z ; � � , �
<br /> Section 170422, ��;� SURFACE - SL�OPE UP � � � N a
<br /> compara�e t�o �hat used over the len�gth of the t�don, and a grease�filled wat�tig�rt cap _ _ - Q .o N r �
<br /> ST R E�'�l R� �ND � EN�A.PS+!L?1�ED TEN��! � ^ z � r �
<br /> � T e n d o n s u p p�"r i a y o u i s w i i"r r a e c a i i s n e c�s s a r y �o r i n s i a l�a i i o n, s h�l l b e a j p p i i� o v e� �r�e c��e t i ���a i m r n�i a��e l y T O E 3 o w i n g �h e c u�f i n g o f f h e i e n d o n. �r i o r �o , `' S UR FA C E - S�T E P P E D � � � °D " � � � �' '`"�°'"�
<br /> 3 Continuous s p ecial ins p e ction means that the s pecia! ins pe�tor is on the site at all times � �, � � � �;
<br /> ins t a l�ng t he p o e ke t grou t, t he insi�de conae te su rfaces o f t he poc k�t s ha l l b e c o at e d or c� ,� � � �
<br /> ' cial inspectio�n (IBC 17'02). Periodic special insp�ection means Q o v � o 0
<br /> * C a l c u l at i o n s f o r a!I l o s s e s (I o n g- a n d s h c�-t e r m) a n d e l o n g.a ti o n s r e p r e s e n t a t i v e o f a i! s p ra yed with the resin bc�din g a genL The bondin g a gent used shall hav�e a curin g time of 9� p� 9 p . . �''�� SUR F A�CE - S I+O P E D OWN z �- � N �
<br /> observsn the work r uirin s e
<br /> tendons. sufficient length to allow installation of the podcet grout before the bonding agent be�omes that the s al ins ector is on s�t�e at time inter�rals necessary to confirm that all wak IN�ERMEDIATE STRESSING F�?INT
<br /> m requinng sp�aal inspection is in compliancQ. ���Tr� SURFAGE - SLOPE TWO WAYS
<br /> �tack free.
<br /> * All anchorages, couplers, and miscellaneous hardware, 4. Inspection rec�u�ements f�or systems designed by others shaN be de#ined by the registered Ili� p� /�'/,�� UN���TURBED S4fL, COMPACTED �IL, BACKFI�.LL. DEAD END OF TENDON
<br /> CHLORID Grout or conaete shall not contain water soluble chlaide ions in exc�ss of 0.06 '
<br /> design professional responsible for their design. OR ANY PREPARE� SUBGRADE. SEE SPECiFICATIONS
<br /> � Certificat�es of calibration of the jack t�o be used. perc�nt, m�s�'ed by weight of cement in ac�ardanoe with ASTM C i218. FUR TYPE OF MATERIAL afWD pREPARATION METH(�D.
<br /> 5. Ins�tion for prefalxicated construction shall be the same as if the material used in the DEAD END OF ENCAPSULATED TENI�'N
<br /> Shop drawings and calculations shall beat the seal and Che signature of the '�ashington State ,DESHORIN� The slab sha{I not be deshored wtil after stressing is compfet� and cy��nd� constru�ction took place on site. Con4nuo�us inspection will not be required during hJORTH ARF�OW
<br /> Professional Engineer who is responsible for the design. tests indicate the cona�ete in �lace has rea�c�ed the specified 28-day compre�ssicro s�engti�. prefabrication if �te a�roved agency t�rtifies the construction and fumishes evidence of TENDON Pf�FILE (CENTER OF GRAVITY OF
<br /> Shoring or reshoring may r�nain in pla�ce if it is �required to carry the �oor$ abave. �mp���, TENDON MEASURED FROM S(�FIT)
<br /> TENDON� Unbonded s�ands shall be encased �n slippage sheathing which shall consist of a �' STANDAI� SECTNON CUTS
<br /> durable waterproof polyethylene pfastic� tubing of 40 mils minimum thic�mess capabte of FORMWO(�C: Formwork ,shall be corzstructed to permit movement of the slab wit�out dar��age 6. Continuous inspection is required �fa welda�g of r�rrforang in boundary elements of reinforoed ��2,1 F�ST TENSIONING Ff�'..E
<br /> preyenting thre penetration of oement pa�t� Strands shall b�e permanently protected against during a�ication of the po�t-tensioning force Famwork shal� be des�gned tak�ng mto conaet�e shear wafls. Periodic inspecc�on may be used fa oth�r welded r�infaang, Fe= 108.Ok (EFFE�CTIVE FOF�E AFTER LOSSES)
<br /> c�ros�on by a �xope�ly applied coating of corrosion inhi�ting and IuE�ir,ating g�ease meeting account the possibility of the slab liftir� o�f the f�mwork during tensior�ng; thereby! � � ~
<br /> ------- BUILDING SECTION CUTS
<br /> PT! recanmendations. The grease coa��ng shall be appNed und� pressu�e to ensure the fransf��ring all laad to support areas. 7. Inspection of drilled conaete anchors, induda�g expansio�n and adhesive �cx�t�d anchors, A/S2.1 A/S�.1 ;
<br /> filling of the interstiees between the individual wires of the str�and, shall indude visual v�ifica�on of drilled hole d�th, spadng, edge distanoes and hde � � � COLUMN AT THIS LEVEL
<br /> C��SUR� AND R�I.AY STRIp�_ The purpose of the dosure or de�ay strips is to allow dearnng. For grouted an�hors, grout inst�llahon shall be observed and grout product A E�.,EVf�TION OF WAI�.. OR FRAME
<br /> TENDON ANCHORAGE� Sbressing anchc�s shall have a minimum of 2 1�2 inches of conaet�e conaete shorfening due to �re� and shrinkage� Leave dosure or delay strips op� 28 days specification and preparation shall be verified. S-1
<br /> cov� and be co�vered with an �xy coating or as�.It-E�ased paint k�#ae pladng ad�ac�tt minimum aft�er post-tensioning the sGabs. . . . , � � (� COLUMN BELOW THIS LE'VEL �, �
<br /> � c:onaete. Size of bearing plates shal! be in accordance with ACI 318, unless ce�tified t�est 8. The inspec�on of post-#ernoned systems shall indude tendon plac�ement arrd venfication of the � �,
<br /> re rts are submitted ovin a table deviatica�. I�INFORCING Al�.4WANCE; The contr�act�or shall rovide 50 linear feet of g _ inte rit o �x pp g. 99 -� SPOT ELEVATlON (T4P OF PLYWUOD, � �
<br /> po pr g cc� p #4 ranforan ste� g y f tendons and ofe�tive wta in TOP OF CONCRETE, TOP OF STEEL)
<br /> fa every �,000 squre feet of slab �vur fa the Engine� to use at his disaetion during � A WOOD COLUMN - SEE SCHEDULE w `°
<br /> co ction h ntir ct�o I r ' bur th w r o t� ti 9. Ins�cbon of structural steel shall be in aocordance with IBC Section 17Q4.3. The steel frame � ���� � �
<br /> , TENDON PLA�CEMENT. Tendons shall be installed with a parabd�c drape and held in the�r nstru_ . T e Ca a r shal e�m se e 0 ne f r e unused por on. , n � ,�
<br /> designed positions as shown on the drawings. At least two tendons shall pass thraugh each shall be inspected for compliance with approved construction documents induding bracing, � 100 -Q T�OP OF CONCRETE ELEVATfON = Q �
<br /> co9umn in each direction. Tol�ances for location of prestressing steel shall not be more than stiffening, member locations and �r�er application of joint details at each connection. � � SIM�ON HARDWARE - SEE SCHEDI�E � � � �
<br /> y p ppr g y F�gineer-o�-Recar�. when t�endons C�UALITY I�SSURANCE �
<br /> ±1J4-inch verticall , exce t as a oved in writin b the • � • • • 100'-0" T�OP OF STEEL ELEVATION � `'
<br /> 10. Inspec�on of bolt installation for pretensiornng is permitted to be performed on a per�odic basis �'N
<br /> are termina►ted at ir�texior spans, extend t�ons a distance of 113 the span past the support when using the t�um-of-nut method with matchmarking �,echniques, the dir�t t�sion indicata ��-- BEAM HINGE CONNECTION � � �
<br /> Low paints are at midspan, unless shown otherwise. QUAL(TY ASSURANCE PLAN FOR S'EiSl1��; FOF�E F��ST�NG SYSTEM� The fdlowing method, or the alternate design f���t�ener (fuvist�ff bvf� metha� ,laints des�gr�ated as snug 100'-0" TOP OF MEMBEJR EL�VATION _ � � N
<br /> .TENDO�i A�JUSTMENT� Maximum spacing of sGab t�endons shaq be 8 times the thickness ����Y a s s u r a n c e p l a n f�o r s e i s m i c f o r ce �e s i s�t i n g s y s t�n s i s p r o v i d e d i n c�f o r m a n c� w i t h ti g h t ne e d a dy peri o di c inspec�an. � B U N D L E D S T U D S, W 0 0 0 P O S T � � � t°
<br /> IBC �ction 1705.� .,� �' WC�RKPOiN� � � �
<br /> of the slab, but not greater than � feet, ex�t as otherwise noted on the drawings. �ight 11, All welds shall be visually inspec#ed. �
<br /> deviations in the spadng of the slab tendons will be permitt�ed when required to avoid 1) Seismi�orce-�iesisting �Systems covered by this pk�n indud�: C�U-�.AM SECTIO�N
<br /> - SLOPE -
<br /> ope[tings, ins�'ts, and dowels which are specifically (ocated. 1Mhenever th�e is int�erf�ence 12 All complete penetration welds shall be test�ed ultrasonically or by using another approved '
<br /> between tendons, and any re�nforcement, conduit or �p� the tendon governs, Twisfing or a) Speaal reinforced conaete shear walls and their famdations. method.
<br /> -�—=- STRUCTURAL AF�W (DII�CTlON OF SPAN)
<br /> enfwining of individual wires or strands within a bundle or beam shall not be permitt�ed b) Columns su in discontinuous braoed frames and concrete shear wails. �ARALLAM SECTiON G D • o�
<br /> Tendon dev�ations shall have a horizontal radius of curv.ature of not less than 21 fi�eet Tendon � 9 13. Speryal inspec�on for reinforced masonry shall be per the Level 1 Special Inspection X � WELDED WIRE FABRIC �❑� �As�,I�s'
<br /> catflicts w�th �mbed �ates for dadding or other items shall be brought to the attention of the c) Wood shear walls. requirements in IBC Table 1704.5.1 for nonessential fadli4es (Sasmic Use Gro�s I & II). ��`` o ,
<br /> Engineer prior to piadng conaete, AO REBAR TYPE
<br /> d) Diaphragms and cdlecfors for all buildin s. SOL.D CONTINUQUS WOOD �CTlOt�6
<br /> 9 14. Periodic special inspection is requir�ed for nailing, b�olfing, anc�oring and a�th� fastening of �$ �, FOOTING TYPE
<br /> MINIMUM CHAIRING: Tendons shall be secured to a suffiaent numk�er of positioning deUices c�ponents within the seismic force resisting system, induding shear waqs, dr�ag struts, braces A �?�z �
<br /> 2) Speaal inspections and tes�ing: � ��j�T��t�� �,�
<br /> to ensu���e correct Ic�cation during and after conaete placement, and shall be support�i at a and ho[d-downs. Plywood sheathing us� for shear walls and pas►els requ�e periodic special q.'_Q� BOTTOM OF FOOTING ELE1lATI0N �'s�Ioxn� ��'�`�
<br /> minimum of 3"-0° on oe�t�. Chairs shall be meohanically fast�ened to fcxmwak u�n the inspe�tion where the fa�tener spacing is 4 inc�es or less. _� � SOLID WOOD BLQCKING SECTION
<br /> , a) Inspection types and frequenc�es wiil be shown in t�e stnrctural drawings in the U6—�1-13
<br /> Engin�s r�uest Plastic t�p a stainless ste�llegged chairs sh�ll be used on all expos� '�ial Inspection Sch�ule.` � IN�GA�ES MASONRY WALLS
<br /> surfaces. 15. Periodic spec�al inspec#�on is required #<x Hoa and ra�fi sheathing where the fastener spaang P�7�7��'77�7 � PLY�fQ� OR ORIENTED STRAND BOARQ IN S�C`TION
<br /> g types and frequenaes wiil be shown in the r 'ect s 'fication�, is 4 inches or less. Special irisspectiat per I� SecOon 1704.6i is required for floor and roof Revisions >
<br /> b) Testin p q � _ P
<br /> INSTALLATION. All tendons shall be sat'ssfac#�or�y protected on the job t�o prevent c�rrosion sheatf�ng hav�ng more that one row of fasteners. STEEL IN CF�QSS SECT�ON BEAMJ�GIR�R
<br /> prior to pla�c�ement Tendons sh�ll clear openings and d�ains by a minimum of 2 inc�es. 3} The required frequency and distrr�tion of testing and s�aal inspection re�rts w'tl! be
<br /> PRE-PERMIT RE1fIEW ���,
<br /> T�xfons shall be plac�i namal to the anc�orage plates, Plaoement of mild sted d�fined in pna�eci s�f6�cations. � N01�}-STRUCTURAL WALL o�t22�2o�3 �
<br /> ORDINARY MOMENT CONN�CT(�I :
<br /> ranforoement shall be coocdinafed with �lacement of post-tensioning t�dats. Proper tendon � ~� `— °
<br /> focation has priority cnrer mild steel reinforcing location. 4) Structural Observ�a6c�s by Engineer-of--Recad: Structural observations will be p�formed PERMIT SUBMITTAL
<br /> at least once for eac� type of element t�at is part of the S�smic-Fac�-Re�isting BEARiNG WALL o6��si�o�3
<br /> DAMA�D TEldDaN SHEATHIN� Damaged or stripped areas of tendon sheathing shall be �ystem listed above,
<br /> PERMIT REPONSE
<br /> repaired by spirally wra�ing these area,s with a pc�yethyEene tape whi�� is canpa�ble with �pNTRqCTOR f��NS�ILITYs Each c�ontr�acta responsible for the c�nstruction of a -- � � - - CONCF�TE WALL BQOW 0911�/2013
<br /> - - - - - - -
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<br /> the tendon sheathing. T�e shall be spirally wrapped to pr�vide a minimum of 2 layers at all seismic- force-resisting system, designafec! seismic sysbem, or component lisfed in the
<br /> locations, Do NOT use duct �ape. ... WOOD SHEAR W.ALL - SEE PLAN
<br /> qualify assurance plan shall submit a written contract�or's �tatement of respo�sibility to the �,_� ��_�:� _.�v ...�F ..,��,__::� x���,
<br /> � building �ffi�l and the owner prior to the commenc�ement o_f w�k on the syst� or SW-x FOR MAF�C AND SCFIEDULE
<br /> �, CQNDUIT IN SLAB� Plastic a gage sted electrical conduits may be �ded 'n slab, component. The con��acta's statement of resptms�ility shall contain the following;
<br /> � provided that the f�lowing orit�ia are me�
<br /> ,.._.—,�
<br /> '' ACI STD 90°, 1��°, OR 180' HOOK UNO
<br /> � 1. Admowledgement of awareness of the s�fal req�ar�ements c�tained in the qua�lity ��i
<br /> � * Diameter does not exoeed 1/3 of the siab thidmess.
<br /> assur�ance plar�,
<br /> � • • 2, Acknowledgement that control wif{ be exercised to obtain canformance with the
<br /> � * Center to center spac�n�g of c�duit is not less than 3 times #he diameter of the largest
<br /> � conduit, construction documents approv�.i by the building offiaal. � X ] NUMBER OF EVEI�LY SPACED SH�AR STUbS
<br /> � 3. Proced�es for exer�asing control within the contra�cta s organi�ation, the method
<br /> `� * Conduits greater than or equal to 1 1/2-inc� diameter shall be locat�ed within the middle and frequ�cy of r�patfing and disbri�c� of the reports. [ X,�'�Z � SPECIAL STUD SPACING SEE DETAIL
<br /> a � 4. Id�t�fr�tion and u�lifcations of the rson(s) exercisin such c�ntrol and the�r
<br /> ,�= third of the post=tensioned slab. - - q Pe 9 *
<br /> � posi6on(s) in the organization, Structural observation reports recording and defiaendes INDiCATES MEMBER IS � A�-36 ST� PAGODA VILLAGE
<br /> "'' � Conduits smaller than 1 12-inch diameter ma be located at an de th within the slab as noted will be delivered t�o the Arc�itect. The Architect will be responsible for conveying �}� EVERETT
<br /> � Y Y p - C . THE AMOUNT � MII�SPAN CAMBE�
<br /> � long as minimum cover requirements are observed. to other parties as required by the IBC. At the conclusion of ca�struction, a written
<br /> � startement will be provided to v�ify that site visits w�re made and whether there GRAND & W.ALL STREET
<br /> � * Stacking of conduit is prohib�ted, are structural defia�ncies. EVERETT, V1lA
<br /> �
<br /> �
<br /> .� * Conduits which cross shall do so at an angle not less #han 45 degrees and the comt�ned °
<br /> �a
<br /> � diameter of the conduits shall not exc�ed 113 the slab depth.
<br /> �
<br /> a
<br /> �- * in all conditions, location of post-tensioning tendons and mild reinforcing takes prer�dence GENERAL NOTES
<br /> AND INSPECTIQN
<br /> ��
<br /> �' over conduit location.
<br /> �
<br /> �
<br /> U-, * The consfiruction schedule shall allow a minimum of 4 hours from the time that the Spec�a) S CH E DU LE
<br /> � Inspector has approved a post-tensioned element as ready to �1ace and the time the
<br /> ;� concrete plac�;mer�t c�mmences,
<br /> .�
<br /> v
<br /> � P MP • If concrete is placed by the pump method, sawho�ses shall be
<br /> � p�ovided to support the hose. The hose shall not be allowed to ride on the t�endons.
<br /> �
<br /> c�
<br /> � CONCRETE CONSOLIDATlON: Contract�or shall take precautions to ass�r�e complete
<br /> '' � consdidation and densification of concrete behind all post=#ensioning anchorages.
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<br /> � x Date: 0�121(2013
<br /> � Q Job No: 113041
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<br /> �; °x Drawing No.
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