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<br /> MC SQUARED
<br /> I N C O R P O R A T E D
<br /> STRUCTUFZA:L & CIVIL
<br /> TABLE 2 srRu��ru�,L naorEs �rir����a��H�a�wA��t�a�Es ENGINEERS
<br /> REQUIRED STRUCTURAL SPECIAL IIdSPECTIONS General �iotes: Use 112" dia. by 10°Anchor Ba(ts (AB's)witt�single plat�s or 3�2°'clia,k�y 12"AB's with 3�C or doubl�
<br /> INSPECTION These struetural notes supplement the drav�rings. Arty discrepancy foun�among the drawings,these pCates spaced as shQwn on th�drawings. AB's shall have 7"csf embedment inta footin�, shall be ZZ3S EAST 4`I'H AVE.
<br /> notes and the site canditian�shal.l be re orted fo the En ineer who shall co�rect such discre anc in centered in the stud wall and shal{ ro�ect thcq�� h-the battam late of the wall. Alt anchor k�1ts shalf be
<br /> SYSTEM oC MATERIAL IBC GODE CODE or STANDARD �EQUENCY � P . 9 , , p Y . : ' , P 1 9 P :
<br /> REMARKS writing. Any warK dane by the Contractor aftef dcscovery of sueh d[screpancy shalL kre done at th� placed w�thin 12 firom corners,and 12 firnrn the ends of both piates at spliees. Ail anchar bolts shall SUITE 1Q1
<br /> REFERENCE REFERENCE Continuous Periodic Contiractor°s risk. Th� Contrac#or shal(yerify and coordinate the dimensians a�nong all dcawings have a 3"square, 114"thick plafe rrvashers between fhe tap of ttte si(I plate and the nut. (If us[ng
<br /> rior#a roceedin w�th an wc�rk or fabrication. The Gontractor is res onsibfe#or all bracin and ex ansiar�anc oEs as substitutes for anchor bofts embed a minimum o#3-112"inta concrete: �LYMpIA, WA 98506 �
<br /> CONCRETE p P J Y P _ . 9 _ p h , _ _ _ _ )
<br /> shoring durinc�eonstruction. . ; T (360) �54-9339
<br /> AC I 18: 17.8.2 ' ` t . . . ,, . .
<br /> 3 Af(constructron shal( c�nforrn to�he a [�cable ortiqns af the:fatest ed.t�on of the lntecnatronaf B�t�ld�n A[1�avai[sheath�n sha(( be 1i2 GDX 1 waad 518 T1 11 s�dtn or 7f16 OSB wtth extenor ex osure
<br /> ANCHORS GAST IN CONCRETE TABLE 1705.3 X ALL BQLTS VISUALLY INSPECTED p� p � � p y ' �' � '
<br /> Code and OSSC except where noted: glue and span rated"SR 24/C1"or better. A(I free sheathing edges shal(be blocked wifh 2x4 or 2x6#tat F (360} 352-2044
<br /> Desiqn �riteria: blocking except.where nated on the drawings€rr kaelow.
<br /> 4. Live Load = 20 PSF (�now} Afl nails shail be 8d_or 10�1 cornmon (8d cvmmon naifs must be 0.13:1 inch diameter, Senca KG27 Nails WWW.mc2-inc.COTl1
<br /> 40 PSF'(Floor) are equivalent. [f 10d cornmon nails are ca[fed for the diameC�r must be 0:148 inehe�, Senco MD23
<br /> 1904.1, 19042, 2. Dead'Load = 15 P�F (R�of and Ffoorj P+tails are equivalent wrhen used wEth 12"plywoad). Nai[size and spacing at afl sheathing edges shall be
<br /> VERIFYING USE OF REQUlRED MIXDESIGN{S) 19082, 1908.3 AC1318: CHAPTER 19, X 10 P�� (Parti�ian) as required below or as in tt�e drawings. IVail spacings shall be 12"o:c. far all fie(d nai(ing except as
<br /> TABLE 1705.3 26.4.3,26.4.4 12 pSF I{Wai!} noted:
<br /> 43 PSF;(WaEf with Roek Fa�ade}
<br /> �5C► PGF (Cancrete� Hold downs ace S[mpsan "Strong Tie"and shal6 be insta(led per the manufacture's recommendation, W
<br /> 3. VVind 2�15 EBG Exposure B �`1a 110 mph (LRFD),85 MPH;(ASD}; Equivafent ho[cJowns by United Steel PrQducfs Gomparry "Kaot-Sag„that have 1GG approual can be Q
<br /> 3 secor�d gust substituted in place caf Simpson ho[doduns. �
<br /> PRIOR TO CONCRETE PLACEMENT, 4. �arthquake 2C�15 IBC;
<br /> FABRICATE SPEClMENS FOR STRENGTH ASTM C172, Ss= 1.441 �ite Glass f7 The nai(ir�c�of fhe s�le plate tc�the#looe shal! be 16d common nails tQ match the spacing of the shearwal(
<br /> TESTS, PERFORM SLUMP AND AIR CONTENT TABLE 1705.3 ASTMC31,ACI 318: X ��--����� edge.nailing.
<br /> 1908.10 �E= �.�
<br /> T�STS,AND DET�RMINE THE TEMPERATURE 26.4,26.12 �eisrnic Desigt�Gategory L� Wall framing sha[( be#� Dbug-Fir or better: 3X,4X; or 6X studs can E�e rr�ac[e#r�m mu(tiple 2X studs
<br /> OF THE CONCRETE S[�S= 0.961 glued and naile'c�toyeth�r with {2) raws Qf 1�d's at 8"on eent�r each row:
<br /> SDL=0.558
<br /> TABLE 5 Light Frame lNoocl Shearwalls ACI#asteners in pressure treated wood shall be hot dipped galvanized or stainfess steel_ Anchcar bo[ts are
<br /> REQUIRED TESTING fOr SPEC[AL (NSPE�TIONS R=6.5 not required tc� be of stainfess stee[or galvanized.
<br /> _ TESTWG �= 1,3 Non-Redundant�tructur�
<br /> Cs =SC3S!LR RC1QF DIAPHRAGM
<br /> SYSTEM or MATERIAL IBG CODE CODE or STANDARD FREQUENCY REMARKS V=p Gs W
<br /> REFERENCE REFERENCE Continuous Periodic V= �.192W for Laad Factor Design fz" plywoe�d or 7116" OSB, span rateci 24116 c�r better, nai! with 8d camrnczn nails at 6" on cer�te[edges
<br /> CONCRETE Gs =�DS[f (1.4R} anc{ 12"on cenfer fiield, She�thing shall{ay perpendicular to f�aming.
<br /> CQNGRETE SLUMP TABLE ASTM C143 X — U=p Cs p '
<br /> CONCRETE AIR CONTENT 1705.3 ASTM C231 X _ V= 4.134VIf for All�wabke Stfess-Design FLO�R DIARHRAGM v�
<br /> 5. Saif - Qa = 1500 PSF �
<br /> TABLE 6 44 PCF;Activs Pressitre 314" tQngue and groave piywoad or OSB sheathing spap rated 48f24 or better. Glue and.nail with 10d �
<br /> 2�0 PGF, Passive Pressure carnmc�ns at 6"an center edges, artd 12"on center feld. Sheathing shall Eay perpen�ticufar to framing:
<br /> REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISIVII� CATE�ORRES C, D, E, F) o.�t� coei�icient ofi Frictian �
<br /> INSPECTION Concrete & Reinfiorcin Sq tee�: �
<br /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 1. Afl concrete work shaif be per the 2t715 IE3G Chapter 19 and AGl 318-14 and OSSC.
<br /> REFERENCE REFERENCE Continuous Periodic � Ccrncrete quakity, rnixing and p[acerr�ent shall be per AGf 318-14 anc! OS�C. Mixing and SHEAR WAI.L SCHEDIJLE
<br /> STRUCTURAL WOOD pE�cernent shall be per pGf 318-'i4 artd t7SSC.fnspecfians shall be per 2015 IBC, G}ia�fer
<br /> 19, sectians 03 and.04 anci(���C., � sheathing<nailed wrth 8d's at 6"on center alk edgss. (Gapacity=26(} ptf}
<br /> CONNECTIONS FOR QIAPHRAGM CHORDS, 2. Alf reinforcing shal(be A�TNI A615 Grac4e 60 exeept as shawn on the plans.
<br /> GOLL�=CTORS, BRACING,AND SHEAR WALL X ALL CONNEGTl�NS VISUALLY INSPECTED 3. Concrete shall be in accordance with ASTM 15Q. Z�. sheathing nailed with 10d's at 2"an center all edges with 3X or 4X studs at adjoining panef
<br /> ANCHORAGE ANQ HOLDOWNS �'c= 2500 PSC a�2$day edg�s. (Gapacity,77{� plf)
<br /> ��..��_ �.��_m._.w...____�,d___ ----------_----�-�------- mm �"`�SPEGIAL INSPECTION IS fVOT REQUIRED WHEN slump =4" maximum; 6°/a Air entfained � �����hing nailed with (2) rows 1Jd's at 3" on cente�al�edges with 4X studs at adjoining '
<br /> FASTENER SPACING IS GREATER THl�N 4"ON ane► �d es, Ca acit - 1072 If
<br /> FASTENWG OF DIAPHRAGMAND SHEAR WALL GENTER FOR t�VOOD SHEAR WALLS, CarpentrV:: P J t P Y� P )
<br /> SHEATHING WITH EDGE NA4LING<4" X DIAP�ERAGMS, NAILING, BUILDING AND OTHER �� ����G€ural f[aming shal( be#2 Dot�glas Fir:
<br /> 2. 6X columns shail be#1 Dougfas Fir. HOLDOYYf�SGHEDIlLE
<br /> COMPONENTS IN TNE SEISMIC FORCE- 3. 2X joists shall be kiln dried and stored in a dry area priar ta insta[lation. �
<br /> RESISTI�fG SYSTEM. 4. Gfuelaminated beams s�aff:be 24f-V8 for eantilevered ar con�inuQus beams and 24f-V4 ���$ HC3Q8 attaches to fo�ndation with 71$" diarrteter anchor bolt with 18" �i
<br /> TABLE 8 for simp(� spans. - minimurn embedment into:8"conarete stem w�f(for cast in place constntctian. �
<br /> REQUIRED SPECIAL INSPEGTIt)NS fot'WIND RESISTANCE (F� = ����Q P��� sSTB 2s can be used as an altemative ta anchQr bolt. use 7!8" diameter '�
<br /> � INSPECTION (FV = 265 PSI) threaded rod in c[eaned 1" diarr�etsr ha[� 12" deep and epoxy wiEh Simpson U
<br /> (E = 1,800,000 PSf) AT-XP ifi installed after concrete has been cast: HQQ8 attaches to 4X studs 4�
<br /> SYSTEM or MATERIAL IBC Ct3DE CODE or STANDARD FREQUENGY REMARKS (FcL- 65a PSI) minimurr�with (20}5impson SQS1l4X3 screws. (Gap=7630} �
<br /> REFERENCE REFERENCE Continuous Periodic 5. Plywood shaff be nailed 6"o.c. edges and 12"field w[th 8d's unless otherwise noted on the �
<br /> drawin s HNDQ11 HHDQ1'i attaches to four�datian with 1" diameter anchor bo{t with 24,' '�'� �-'
<br /> SPECIAL INSPECTIONS ARE NOT REQUIRED FOR � � . . . F—� +�
<br /> � Nardware: m�ntr�um embedment into 8" concrete stem wa(1 for cast Cn p(ace
<br /> WOQD SNEAR WALLS AND DIAPHRAGMS 1NHERE �'-� �
<br /> NAI�WG,BOLTWG,ANCHORING AND OTHER . AlI eQnnect[on ha�ciware shall be �impson "Strang Tie", unless nated'otherw�se. construction. Use 1" diameter threaded rod in c[eaned 1-1t8" diameter hole � �..a
<br /> TH� FASTENER SPACING IS MORE THAN 4 • 12"dee and e o p '
<br /> FASTENING OF GOMPONENTS WITHIN THE Connection:hardv�rare exposed tc� t,veather or in contaet w�th the ground or pressure tr�eated woad shall be p p xy with Sim son AT-XP if insfalled after conefete has been •� 4�
<br /> INCHES ON CENTER OR FOR C�LD-F4RMED � - V
<br /> MAIN WINDFORCE-RESISTING SYSTEM, galvan�zed p�r ASTM A-123 wiEh 1.25 oz. of zinc spe[ter per square foak of contact aEea. cast. HHDQ11 aEtaches to 6X stud minimum w�tt� (24) Simpson SDS1/4X3 � �
<br /> WCLUDING WOOD SHEAR WALLS,WOOD 17Q5.11.1 X CONSTFiUCTION WHERE THE SHEATHING IS ���-���� screws. {Gap= 31$10) � �
<br /> DIAPHRAGMS, DRAG STRUTS, BRACES AND GYPSUM BOARD, FIBERBOARD,OR WOOD PLACE TFtUSSES PER MANIJFACTU€�ER'S RECOfVlMENDAT[ONS. BRAGE P.ER � �
<br /> � STRUCTURAL PANEL OR STEEL SHEET ON ONE FtECpMN1ENC}ATlU�lS. HDUS NDU5 attachas to foundation with a 5/8" diameter anchor bolt with 15" � �
<br /> HOLD-DOWNS minimum er�bedment for cast in lace const�uctian_ Use 5/8" diam�ter p"� � '-' �
<br /> SIDE ONLYAND FRSTENER SPACING IS MORE GQ[�ITRACTQR T�7 FIELf.�VERIFY ALL CONE?€T[C7NS AND,4LL ELEVATIONS. p
<br /> THAN 4°O.C. threaded rod in cleaned 3l4" diameter hvle 12"deep and epoxy witt� Simpson � °� �
<br /> AT-XP if installed after conerete has been cast: HDU5 a�taches to doubfe � �-�+ � �
<br /> , studs witt� (14)Simpson SDS1I4X3 screws. (Gap=5645} �,,,,, ��. + �
<br /> 0 CC$ c�
<br /> NDEJ1°! HQU11 attaches to foundation with a 1" diameter anchor bolt writh 24" � � � N
<br /> minimum embedment into a 8"conceete stem vvall for cast in place � �-' � o �
<br /> canstEuction. Use 1"diameter threaded rr�c[in c(eaned 1-118"eiiameter h�ole � � � � � a
<br /> 15"deep and epc�xy with Simpsan AT-XP if installed afker concrete has been � � � �, x
<br /> cast_ . HDU11 attaches to 6X stutl with(30)Simpson S[}5'(J4X3 screws. -�-� U � � ,�
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<br /> 06-29-18
<br /> Project Number
<br /> � 18313
<br /> Sheet Number
<br /> 51.0
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