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<br /> -_--_ _______r _ __ ��R�CT�J�A� ��A�I�� ��fEET I�aF� �
<br /> 410QQ: GENERAL REQUIREMENTS � ----- ___ �^� __.-_____._ _^--'T �
<br /> 7NE STRUCTURAL NQTES SUPPLF�ENT THE PLANS AND SPFCIFICATI�NS. ANY DISCREPAN�Y FOUNQ � 03{}fl0. CONCRE'TE 06100; R{7UGH FRAM(NG ----- ---___----.��--T_ � �
<br /> i �ETWEE�1 TNE DRA'r'Ji�1GS, NQTES, SPECIFICATIU�iS, SITE CONDITIONS, AND ARCNII�ECTURAl. PLANS CQNCRETE CONSTRUC110N S;-�ALI CONFORM TO THE AMERICAN GONCRETE lNSTITtJTE STANQARD ACI SAW� � �617&. META� PLATE CONNEC�D W�{�[} 7R11S5�S - ____ _ ____ �.�.--.--.----- .�`_.._��_.__.__
<br /> � 31�-11 "�UII.DING C4Dc REQUIR�MENTS FOR STRUCI`URAL CO�fCftETE". LUPafB_R SNALL CQNF`ORM TC} WEST COAST LUMBER INSPECTI�7N Bl1REAU (WCLIB� "GRAD(fVG AND r�REMANllFAGI"URED PLATcD WOQD TRUSSES SF�AL�. 8E MANUFAC7URER DESlGNED � SFIEET DESGRIPTI�}N DATE c�
<br /> �HALL BE RFPORTED TO iNE fiRCNITECT WHO 5NALL CORRECT Tt�E DESCREPANCY IN WC�ITING. ANY I DRESSlNG RULES" N0. 17 I A7EST EDI110N. SAWN �U�3BE€� SNA�L �E S4S AND SURFACED DRiED, 19 WITN THE TRUSS P�ATE fNSTlT1JTE AND SHA[L CU��PLY �
<br /> WORK GOMP�ETED AFTE� D[SCf3VERY (}F TNE DISCRE�ANCY SHALL BE DQNE AT TNE C�NTRACTOR'S �, PERCENT MAXIN; {ANSIfTPI 9-20Q2, NATiONAL DESIGN STANDARn FOR �9ETA� PLAI"E S1,Q `�
<br /> lJM MQISTURE GONTENT. PRC}TECT LUMB�'ft FRCIM WEATHER AND PR(}VIDE FUftTHER CONNcGTED WQOD TRI�SS GONS STRUCTURAL N07ES 01 21 � �
<br /> � R1SK. REFER T(� ARGF�ITECTURAL PLANS F(}R OPENINGS, AftCNITECTUF�AL TREATMENTS„ ANQ GEM�NT AND C�NCRETE SNALL CONFORM TO #BG SECTION 19�3. ADMIXTtJRES SNALL 8E APPROVED DRYI�JG QF ASSEMS�ED FRAMIN T TRUCTCQN} AND OSSC SECTION 23Q3.4. SHQP D J 13� z
<br /> RAWINGS AND �1.1 STRUCTtJRAI. N07ES AND SGHEDUI.ES Q1 Z1 �
<br /> E�Y THE ENGfN�ER OF RECORD AND SNALL GC}M�I.Y WITFf ACI 318-�31 SECTfON 3.6. C�NC�ETE G {J M1NlM1ZE WOOD SNRINKAGE POTENTIAL. AL.L �UMBER EXPOS�D CAI�CUk�ATiO�lS SF{ALL BE SUBMITT�D PER THC REQUIREME�lTS 0� SECTION 0 3 I 16
<br /> IMEN510NS NOT SFIQINN. CONSUL.T MECNANICAL PLANS F{}r2 �UCTS AND PIPES ETC. NOT SHOWN. TO WEATNER OR 1N CON�fACT W1TH C�NG+�ETE OR MASONftY SHA�� BE PRESERVATIVE TREATED k1.N.t}. SPANS AN 1 30. DESIGN F4R TNC f �r
<br /> EXPOSED T4 FREEZING AND THA'NCNG SNALL HAVE AN AfR E�TRAINING ADMIXTURE GONF�RMlNG TC} D GONDETi�;VS SN(7WN ON TFfE PLANS, LOADS PER S�CTION 012(lQ, AND THE F4�.�0'rVCNG: S1.2 SHEARWAI.� S��-IEDIJLE AN� OETAI�S 01f21/16 �
<br /> � PER PLAN. �U�iBER SPECIES, GRADE, A�V� PROP�RTIES �dR EACF{ ttSE/�OGATION SHALL BE AS 51.3 HOLDOWN SG�IEDULE AND DFTAILS '
<br /> TFiE CONTI�ACTQR SHALE. PROVIDE BRACING AND SUPP(7RT RF(��iRED FOR TEMPQRARY CONSTRUCTION � fBC SECTION 1904.2. TFIE USE QF� WATER SO�UBl.E CN�ORIDE ION SHALL N�T BE USED. ROOF FLOOR Q1 J21/16 �
<br /> � LOA�S A�lD F'OR STRUCTU�AL COMPnNENTS AS REQUIREQ DURING EREC�ION. BACKr1LL BENINE7 WRLCS FOLLOWS 13.N.(7. PER PI�A�f/S�HEDtJ��: T(7P CNORO �IVE LOAD SEE SE�TION f3i2Q� SE� SEC310N 41�OQ S1.'� SWSB DETAILS 01/21 ji6 U -�;
<br /> SHALL NQT BE PLACED UNTI�. THE WAL(_S ARF PROPER�Y SI�PPORTED. �"�
<br /> TNE CONTRACTC}R SHALL SUBMIT M!X DESIGNS TQ ENGINEER OF RECOR€} �OR APPROVAL F(}UR WEEKS Fb Fv �cp Fe E T{lP GHORD DEAD L(3AD 10 ASF 10 PSF -+�
<br /> � � �
<br /> PREOR TO P�ACING CONCRET�. MIX DESIGNS SNALL BE REVIEWED FOR C�NFORMANCE TO 1BC USEf�4CATi0N SPECIES GRADE (PSI} (P5!} (PSI} (PSI} (PS() �fOP CNORD DRAG LQA� SEE PLAN SE� P�.A�I �6,Q TYPfCA�. CONCRETE DETAi1 S Qi j21 f16 �� �
<br /> THE GONTRtICTOR SNALL BE RESPONSI��E FOR CQORDINATEC}N (}F ALI. WORK. THc CONTRACTOR SEGTIONS 1904 AND 1905. WALL STUDS/BLOCKENG TOP CHQRD NE I� V�IN� UPI.IFT 7 PSF (NET) �//� � �,
<br /> SNALL BE RESPQNSlBLE FOR THE CQORDINATI�N OF THE EK�AVATI�N SHORING, AND OTHE� t�J(�RK 2X, 3X HEM-F!R STUD 675 15� 405 800 1.2E6 Bt�TTOM CNORD DcAO L{}AQ � PSF 5 PSF S�J.O TYPECAL FLOOR FRAMiNG DETAILS 01/21�16 c� a�
<br /> WITH A€�L UTiL1TlES AN[} ADJACEN f PftOPERTiES. GALL THE UTI�ITY LOCA��E SE��'VICE PftIOR TQ ANY �ONCRETE M!X DcSfGNS SHALL �fEET THE FOLLOVt�NG REQUIKEMENTS: 4" WIDE NVAC SEE �ECHANICRL SEE MECNANICAI� 59.1 TYPICA�. R�C�F FRAMING DETAILS 41 J21�16 � c�'Q
<br /> wo�� A�r �-�oo-����-z���. ��v� �oaQ �����cr�a� �f�so �/�so , s�.� ��a���c ��Ta��s a�/�l��s 1 �
<br /> 28 DAY ��AX. MAX. A!R SPECIAL LQC�TI(}� 2X, 3X NEM-F!R N0, 2 850 1�0 405 130Q 1.3E6 � � ,�
<br /> 59.3 Fl�AMING DETAIL5 - UNlT E3C & E10 Q1 f29/16 ;n �; a7
<br /> t�GTH W C SLUMP E�ITRAINMENT INSP�CTIC}N AND 6" & WIDEr2 � 59.4 FRAMiNG �ETAILS - UNIT E1B, D, F & E3 Q1/21/16 `�; � `��
<br /> �`� ��s�} �a�ia �r�c�€�s} (P��c��tr} R��ur��� A���ic��o� � a
<br /> W A L L F�A T E S 5 9.5 F R A M I N G D E T A E L S - UNIT � & E3 Q1f21f16 �
<br /> 4 1 1 0 Q: G Q a E R E Q U I F t E MENTS ' 06185: STRUCTl1RAL G�U��7 LAMINATED TIMBER � � �
<br /> 250Q 0.45 4�1 0�1 NO FO(}T€NGS 2}(4, 3X4 N�M-FIR STU� 675 1�0 405 8�0 1.2E6 GLlJE�--LAMINATED ME�{BERS SNALL NAVE A�AERlCAN E�ISTITUTc OF TCMBER COI�S T R I J C T I O N (A I�C� 59.6 FRAMING DETAILS - UNIT G & F Q1 f21 f16
<br /> AL� DES(GN AND CONSTRUG�ION SHALL CONFQnM TO TNE 2a12 INTERNATIONAL BUILDCNG CODE AS 3000 0.45 4�1 5�1 Nt} F O U N D ATlON AND STE� WRLL� �� ____.------- � � '
<br /> A D OP T E D BY THE CITY QF EVERETT WASNINGTON. IDENTIFICATION MARK. EXPdSED ME�ABEftS SHA�� RECEIVE ONE COAT OF END SEALER APPElED � -�,
<br /> 3QQ� Q.45 4+1 5�1 NO EXTERI�h SLAB ON GRADE, (MMEaIATE�.Y AFTER Tf�EMMING IN FITNER SNOP QR FlE�D. SNOP DRAWINGS SHALL BE SUBMiTTED PER ---- -_` _ W {� "�
<br /> 0�200: DESIGN LQAC?S ORll1EWAYS, CURBS, NrALKWAYS, PATIOS, PORCNES, STEPS EXPOSED TO 2X�i, 3X6 HE�f-FIR N0. 2 85� 150 405 93C�0 1.3�'6 THE REQUIREMENTS OF SE�TION 01330. DcSIGN MATERIAL PRQF'ERTIES SNAL� BE A5 FOL.LOWS: 'i
<br /> C� � �
<br /> CiVE �QADS W�ATNER, ANO GA�ZAGE FLOORS. � � �
<br /> 25�0 0.50 5�1 0�1 NO AL� QTNER CON�RET� JOISTS USE CQM8INATION SYM��L SPECIES CAMBER � � �
<br /> RUOF �SNC}W) 25 PSF 2K, 3X NEM-FIR NC7. 2 850 15� 4Q5 1300 1.3E6 SlMPL� SPAN BEAM 24F-V4 DF OF STANDARD � �' �'
<br /> FLOOR� (RESIDENTIAL} 4� i'SF ONE CO�PRESSI�N TEST MINiMEJM SHALL BE CO�PILED FOR EVEftY 150 GUBIC YARDS OR 5Q00 I
<br /> CONTINUf}US B�AM 24F-V8 DF/DF ZERO � `��' `�
<br /> �QUARE FEET OF SURF'ACE ARcA F�R �ACN MIX DESIGN PLACED EA�H I�AY. R i"EST SHALL BE TNE CAVII�EVER BEAM 24F-V8 _� � t�
<br /> Sh10Nf LQt1D DFSIGS� DATA: AVERAG� STRENGTH OF TW(� CY�IN�Eft� t�AQE FROM TNE SAME SAMPLE AND TESTE[} AT THE LEDGERS DF/DF ZE:RO � c� �
<br /> Pg = 20 PSF, Pf = 1� PSF, Ce = 1.Q, Is = 1.0, Ct = 1.0, SPECIFIED AGE. A�DITEONAL CYLIEVDERS MfiY BE MADE FQ� INFORMRTfON REGARDING POST 2X, 3X DOUGLAS FIR-LARCH N�. 2 900 180 625 1350 1.6E6 � � -n' � o
<br /> � UNEXf'OSED GLtJED-�.A�INATED TIMBER SNA�L �E INLIUSTRfAL GRADE. TYPiCA�„ UNLESS NOTED f.� �-' c�
<br /> SlOiVING, F�}RM REMQVAL, STRENGTH DEVELOPMENT, OR OTHER Pf1RPOSES. CONCRETE SHALL BE � 4X DOl1GLAS FIR-LRRCFi N0. 1 10{�{� 180 625 1500 1.7E6 0�}�FRWISE. EXPOSED GLUED LAMINRTEd TEMBER SHA�L �E APPEARANCE C�ASS PER ARCNETECT.
<br /> 4�ND DESiGN DATA: AC(;E['TA�3LE IF: �i f �
<br /> BASIC WINO SPEED: 11Q MPk-f (ULT.} 85 MPH {ASD) 1. NC? TEST FA�LS 5Q0 PSE BELOIN TNE SPECIFIEC7 STRENGTN ��„ j 5
<br /> �,t �---- .� � ��
<br /> D IMP4RTANCE FACTC}R: iw = 1.0 2, TEiE AVERA�E �7F RLL SETS £�F 3 CONSECIlTEVE TES7S DOES Nt7T FA[�L �EAMS A�D P(}STS k� ,x } ' �f T ,.
<br /> WINQ EXPOSURE: EXPOSURE B BEEQW TNE SPECIFlED STRENGTH. 4X DOUGLAS F!ft-LARCH N0. 2 �OQ 18Q 625 3350 1,6E6 � � � r x,J h ���� �f
<br /> 7oPQGRAPN�CAL FACT�R: Kzt = �.o coNCRETE �r�T MFE�EN� �NE A�aVE CRITERIA SNALL BE SUBJECT T� FURTHER T�S11N� AT NO 6X D�UGLAS ��R-LARC�i N�, 1 12t1Q 17Q 625 3000 i.sE6 , . , � jF ����� � r;
<br /> AQDlTIt?NAL EXPENSE TO Ti-{E OWNER. (16194: MANUFACTtJRED WQQ[} B�AMS � s.� k f �' .�2�� �` �
<br /> INTERNA� PRESSURE CQEFFlCIENT: GCp� = �f-- 0.18 �
<br /> MANUFACTl1R�DjENGlNEE�ED WOOD BEAMS SHALL BE TNE SIZE AND TYPE SNOWN ON THE DRAWINGS '��`� �'�' �°�������s�" ��'�k
<br /> CQMPL�N�NT1GLADDING �JiND PF�ESS[�RE: P(C� = 25 F'SF � � �z $ 2 #f �� �n � E �
<br /> AS MANUFAGTURED �Y TRt�S-JOCST (?R APPft(}VED EQl1AL. ST�F�AGE, ERECTEQN, f�ND (NST��LATIQN �.Gw;€ A .,.�:> £_ :...n� � .J,x. .?.�,�
<br /> ORIN�, WFIERE REQUIRED, Si-fAL� CON�ORM Tt7 ACl 301 SECTION 4.6. SItBMIT PRQr�OSED SHA�4� 8E PER MANUFACTURER SPEG(FICATIONS. MICROI�AM AND PARA��AM t�EMBERS SNALL. Nf}T
<br /> EAftT�3QUAKE DESIGN aATA: � RESNORING PLANS TQ TNE ENGi�1EER t�F RECORD FOR REVIEW. �610i: STRIJCTURAL FINGER J{�INTE� LUMBER HAV� NOTCNES OR DRILL�O NOLES WITHQUT PRIt7R ENGINEER OF RECORD �PPROVA�. SN�P DRAWiNG
<br /> SEISMiG IMPORTANCE FACTOR: !e = 1.p STf�IJCTl1RAL FINGER JOINTED LUMBER SHALL 8E PER�aIiTTED TO BE USED INTERCFfANGEABLY Y�ITN � SNA�L BE SUBiv91TTED PER TNE REQUIREMENTS Q � -- -------"'
<br /> � f��
<br /> SPECTRRI RESPONSE AGCELERA'tIONS: Ss = 1.3Q2 S1 = Q.495 CNAMF�R ALL EXPOSEQ CQRiVERS PER TNE AR�NITEC7URAL PLA(�S OR 3j4 INCFI 1F NOT SPECIFIED SAWN LUMBER MEM�ERS 4F 71iE SAME SPECIES ANQ GftADE. STftUCTURAL �1NGE� JOINTED I UMBER SF{ALL 8E AS FOGLQWS: F SECTI�N 01334. DESCGf� MATERIAL PRO�ERTIES � ��4, �
<br /> SITE CLASS: SITE CLASS E BY THE ARCHIT�CT. SHfiI�� SE GRAD�D ��1NDER AMERICAN I��BER STAfVQAR� COMMITTEE "PftQDUCT STANDARD P� �" ���� �.
<br /> � SPECTRAL RESPONSE COEFFlC€ENTS: SDS = 0.781 SDi = 0.792 2�?-99". LUMB�R CLASS(FCED AS STUD t1SE O�LY SNALL BE LIMITE[} TC} VERTICA�. APPIICATIC}NS �1��,9BER �- �y � ���, `�
<br /> SEfSMIC DESIGN GATEGORY: SEISMIG DESIGN CATEGORY D E �PSI} Fb �PS€} rcp (PSI) Fv {PSI} � � � ,��
<br /> ! ONLY. LUMBER !NlTN CFRT(FiEQ EXTEftIOR JQINTS IS NOT RESTR3CTED TO ANY TYPE �F �OADING. �VL = MICRQLAM 1.9 E6 2600 750 285 �
<br /> � �ASIC FORCE RESISTING SYSTEP�: BEARlNG WAL�. SY57EM 03l{}0: REINFORGING S7EE�. �'SL = PARAL�AM � � ` . �o` .a��
<br /> [}ES(GN BASE SHEAR: Cs = 0.120 W REINFC}RCING STEEL DETRI�ING, FABRIGATION, AND PLACEMENT SNALL BE PER ACI 3t8--11. 2.Q E6 29�0 �5Q 290 � � � . 1,� �
<br /> REINFORC3NG STEEL. SHAlL MEcT 7NE FOLLO��lING REQUlREMENTS: [�S1 = 1.75" TIMBERSTAND 1,55 E6 225Q 750 4dC1 � �-, � �,
<br /> RESPONSE MQDIFICA3"4QN FACTQR: R = 6,5 (LIGNTFRAF�fE WALLS� 06102: FRAMING NqTES �SL RIM � 1.5" TIMBERSTAND RiM BOAftD � � �,.� �
<br /> ANALY5IS PRt�CEffURE; EQ�1iVA�ENT I.ATERAL FORCE I ��� �� ,-� I
<br /> ASTM A-615 DEFORMED BARS �RAL1E 40 (fy=44 KSl) ,�QR �3 BARS CINLY FRAM3NG C4NNEGT{}RS, ACCESSORIES, ANQ FASTENERS AS NJTED IN THE PLANS ANO l�ETAILa" SNAL.L t�I�
<br /> ASTM A-6i 5 DEFORMED BARS GRADE 6� (fiy=6Q KSI) FQR #4 �AFtS AND LARGER BE AS t�ANUFACTEJRED SY SIMPS�N STRONG-TIE, EQUIVAL.ENT HARDNIARE MAY BE USED WITN PRIOR �
<br /> 0130Q: GEt}TECHN(CA�. kN�ORMATION APPROVA�. 8Y ENGIN�ER QF RECQR[7. INSTAl.� AL(� NARD4VARE PER MANU�ACTU2�RS' SP�CI�ICATI NS.
<br /> EARTHNI�RK AN� FOUNDATIaNs ARE T� BE COnJSIST�NT WITN TE�E GE�TECHNICA� ENGINEERING ASTM A-706 DEFORMED BARS GR�DE s(l (fy=60 KSI) ��R A�� WE�.�ABLE BAf�S I p � -- ----,
<br /> AST� A-18� SMOOTH SAR (fy=60 KSl) F�R WEL[}ED WIRE FABRIC � WNERE STRAPS CO(�NECT TWC} MEMBERS TQGET{-i�R, P�ACE NA�F OF TNE REQUIRED FASTENERS lNTt7
<br /> RECCIMME€VDATIO�S. AL� F4U�IDATIONS ARE 70 SE FOUNDED ON COMPETENT NATlVE MATERIA�. OR ? EACH MEMBER. PROVIDE SQLID B�.00KING AT AL► F3EARING POINTS. SEE ScCTION 06071 FOR �_�_ _
<br /> �Y QTNEft MEANS AS D�FINE[3 �3Y A �ICENSE[7 GEQTECHNICAL ENGINEER. FA�TENER REQl11REMENTS AT TREATED LUMBER. TYPICA� NA�CING NOT SNQW�t PEF� PLAN, DETA3�, 4R �
<br /> REINFORCING F(7R S�AB� 4N GRADE SN�LL BE 6K� W1,4X'N1.4 WELDED WIRE FABRIC (�R F(BER MESN � ;`� `° �
<br /> � UNL��S NOTED OTHE24"JISE. PRQV[DC LAP SPLICES PER THE LAP SP�ICE SCNEDULE OE� SNEET S6.0. SCNEDUL� OHAL.� CONFORM TO FASTENIN� SCFiEQU�E r FR IBC TABLE 23{74�.9.3 OR TQ THE FASTENING F � r, ,. ,� �,�
<br /> CONVENTIC}NAL EQUNDATIQNS NAVE BEEN DESIGNED WITN TNE FOLLQWfNG PARAMETERS: N 5 H E E T S 1.fl. � � � a�
<br /> ALIOW A B�E B E A R C N G P R E S S U R E 2 5 Q Q P S F � R E I N F O R C I N G S T E E L A T A L! W A L L S, S L A B S, A N D F t 3�T l N G S S H A L E. B E C O N T I NUC?US AftC7UND C�}RNERS c�
<br /> ACTlVE EARTFE PR�SSliRE (YiE�E}ING} 35 F�CF �LSE CORNER BARS SHA�L BE PR�VIDED. � � � ,�
<br /> N A I�S S N A L L B� C Q M M O N U N[.E S S N(?T E D O T H E R W l S E C O M M O N NRI� DIMENSIONS ARE AS FOLLOWS; � +.�
<br /> A C T I V E E A R T t{ P R E S S U R E (AT-REST} 55 PCF � �
<br /> PASSIVE FARTH PRESSURE 350 PC� COV�R F�EQUIREMENTS SHALL BE AS FOI.LOWS UNLESS NOTE� OTHERWISE: NAIL SIZE DIAMETER �ENGTH � � �
<br /> COE�FICIENT Q F F R I C T l O N Q.3 5 � O
<br /> CONCRETE GAST AGAINST EARTN �d �.131" 2.5" �
<br /> SOIi� PROFILE SITE CLRS� E 1(l d 0.�4 8" 3,Q"
<br /> i ALL BAR �IZES . . . . . . : . . . . . . . 3" � co
<br /> ALL. F�UNDATION EEVSTALLATCQNS ARE SU�JECT T� APPR4VAL. OF TNF �.00AL BUiLDING INSPECT4Ft Oft FOftMED SURFACE EXPOSEa TQ EARTH {lR WEATHER 12d 0.148" 3.25" � Y-.
<br /> A LICENSED GEOTECHNICAL ENGIN�ER. #6 AND E.A�GER . . . . . . . . . . . . . . 2" 16d �.1�2" 3.5" �
<br /> 0
<br /> #5 AND SMALLER . . . . . . . . . . . . . 1 1 �" �,,
<br /> CONGRETE NQT EXPOSED TO EARTH OR WEATNER � UNLESS NOTED OTHERWI5E PER SHEARWAL� SCNEDUl.E OR PLANS, o
<br /> ANCHOR BOLTS AT SlL�. PLATES p �
<br /> ' WAL�S AND J015TS SNA�.L B� 5�8" DIAMETER WITH 7" MINI�U�1 EMBEDMcNF lNTO CONCRETE AND SNALI BE SPACED NOT ,._, U
<br /> {7i330: SNQP [3ftAWING SUBMITTAL PROCESS 1 M(}RE TNAN 4 F�ET APART. THERE SNA�� BE A M(NIMUM OF TWQ BQLTS PER SIC�L PCEC� WIT�I ONE �' �
<br /> SHQP DRAWINGS ARE TO BF SUBMITTED TQ TNE ARCFiITECT AN ENGINEER OF RECORD �OR APPROb'AL #11 �ARS AND SMALLEft . . . . . . . . . 3/4" BULT L4GAT�D N(}� M�RE THAN 12" N4R LESS THAN 4.5" FROM EACN END OF �1NE PIECE. A �
<br /> PRIOR TO FA�RfCATION. 1� SHOP DRAWINGS DlFFEft FROM THE APPROVED DESIGN DRAWINGS� i�EW S�ABS AND Jt71STS �
<br /> d�S1GN QRA�INGS BEARING THE SEAL ANQ SIGNATURE OF A LlCENSED STATE OF WASHit�GTQN �11 BARS A�D S�fALLER . . . . . . , , 1" 3„}C3"X0.229" PLATE �1ASNER SNAL� BE PRQVIDED F4R ALI ANCHOR �4�.�5 (DO NQT CQUNTER-SINK � � �
<br /> �TRUCTl1RAL cNGENEER SHALL E3E SUBMITTEC} ALONG WITH TH� SNOP DRAWINGS TO THE BUILDING BEAMS, COLUMNS PLATE 'NASNERS). A 13 f 16" X 1 3/4" DIAGQNRL SLQTTED HO�E 1N THE 3" X 3" PLAT� WASHER 1S � ¢ F-
<br /> ALLOWED WITN A STAhlDARD �UT WASHER. �
<br /> OFFIClAL FOR APPROVAL �'RIOR TQ FABRIC�TION. � PR}MARY REINFORCEMENT . . , . . . , 1 3 f2" � .��.
<br /> TIES, STIRRUPS, AND SPIRALS . . . 1 1 f 2" � � � �
<br /> SHOP DRA�INGS ARE REQUlRED FQR F"Oft PREFABRICATED WOQt� TRU5SES. " �
<br /> � � U' �
<br /> R E I N F 4 R�iN� ST£EL SHALL BE ACCURATELY PLACED AN[} ADEQUATELY SECURED IN PLACE PRIOR T(� �. �
<br /> CALCULATIQNS BEARING THE SEAL A�lD SfGNATURE OF A LICENSED STATE OF WASHfNGTON CONCRETE PLACEMENT. REiNFOftC�NG STEE� SHALL NOT SE FIELD BENT EXCEPT AS N�TED IN THE ��103: Jt�IST ANQ BEAM NANGERS � En
<br /> � fr
<br /> SIRUCTURAL. ENGIN�cR SHALL �E SUBMiTTED ALONG W1TH TNE SNC1P ORA4VINGS FOR PREFABRICI�TED DESIGN DRA�tVlNGS. 4'JEI.QING {�F REINFORCING STEEL SH�,LL NOT BE PERMITTED WITNOUT PRIOR JOIST AND BEAM HANGERS AS I�UTED IN THE r�LANS SNAL� BE AS MANUFACTURED BY SIMPS4N w
<br /> PLATED WO(}D TRI.ISSES. APPROVAL OF TNE ENGINEER 0� ftECORD EXCEPT AS NC}TED ON TNE C}ESIGN DRAWfNGS. °- �
<br /> STRONG-TIE. EQt1{VALENT NAftDWARE MAY 8E USED WETH PRIOR APPROVAL BY ENGI�IEER OF RECORD.
<br /> �
<br /> JOIST AN� BEAM HANGERS SNAlL BE INSTALLED P�R MA�lUFACTU�ERS' SPECIFIGATEONS A,'�D SNALL � � f w
<br /> BE AS FOLLOWS UNLESS NQTED OTHERW[SE PER FLANS {}R DETAI�S. � i
<br /> t�1400: INSPE�130NS ANC3 SPECIAL 1NSPEG3�QNS
<br /> �__,_ .
<br /> THE CONTRACTOft SNALL BE RESP(�NSIBL� TO COORD3NAT� ALI. INSPECTIt}NS REQUIRED BY T!IE �lEMBER SIZE NANGER
<br /> �OCAE. BUILDIPJG E7EPARTMcNT. 46Q71: FRESERVATIV� �ftEATEL� WQOD PR�Qt1CTS SAWN LUM�ER �
<br /> � >'U„ SERlES Tt� MATCH LUMBER SIZE -- �
<br /> PRESERVATIVE TREATED WQOD SHA,LL BE REQUIRcD FOR AL� Wt}t}D THAI� FORMS TNE STRUCTl1RA� 3.125" WIDE GLULAM BEAM NGUS3,25/10
<br /> SPEGIAL lNSPECTIQNS ARE NOT REQUIR�O UNLESS t}TNER4VISE REQU(RED BY TH� �IJlLDING OFF{CIAI.. S�IPPORT OF THE BUII D3NG, BALCQNlES PORCNES, OR 51MI�Af� PERMANENT B�ILDING APPURTUNENCES 5.125" NJIDE GLU[.AM BEAP� HGUS5.25/10 �
<br /> � TNAT ARE EXP�SED TQ THE WEATNER WITN{?UT AD£QUATE PRQTECTIt7�V FROM A �OOF, EAVE, 6.75" N1iDE GLU�AM BEAM HGU56.88 1d
<br /> 1 , � �
<br /> QVERHA�iG OR �TNER COVE:ftlNG TO FREV�NT MOISTUftE QR WAT�R ACGUMULATION AT 7F{E SURFACE 8.75" WIDE G�ULAM BEAM NGl19.Q0-SDS
<br /> Q1401: STRU�Tl1RAL flBSERVATION �� AT JO(NTS BE7WEEI� MEMBERS. � � �
<br /> STF�UGTURAL QBScRVATlON IS NO�I" ftEQUlRED. MANUFACTURED 4N�OD "I,> ,1QIST "ItJS" SERlE� TO MATCH "I" JOIST SIZE �
<br /> AL� WQOD �NSTA�LED ABOVE GR4UND AND RESTING ON AN EXTERIOR CONCRETE OR MASONRY ' �
<br /> FOIJN�ATION WA�.� LESS TNAN 8 IfVCNES F�OM EkP�SED EARTN. � 1,75" 'N�DE �SL �R LVL BEAM "LBV" SEftI�S TO �A7CH DEPTN �
<br /> �2fl00: SITE C4NSTRUCTI{}N 2,69" WIDE PSL BEAM "LBV" SERI�S T� MATCN DEPTI-I
<br /> AE.L SIT� GONSTRUCTiON SNRL� (3E Ga�tSlSTENT W1TN THE G�OTE�'�INICAL ENGfNEERING POS7S QR CC3LUM�lS SUPPORTING �ERMANENT ST2UCTURES �1ND SI�PPORTED BY A CONCRETE Sl.AB � 3.5" WlDE PSL 0� LVL BEAM "GLTV" Sc�IES TO MAi"CN DEPTN C�
<br /> RECOMMENDATlONS AS NOTEO iN TNG GEQTECNNICRL ENGINE�R(NG REF{�RT (SEE SEC710N a33�0) A�lD QR FOOTING T�IAT IS !N DIRECT CONTACT WlTN TNE EA�TH. EXCEPT; � �
<br /> IN SU�SEQt1E�T DIRECTIVES. 5.25" N1CDE PSL OR LV� BEA�E "GLTV" SERIES T{} MAT�N DEPTN �
<br /> ?" �tIDE PSL BEAM "HGLTV" SERIES TQ MATCN DEPTH s � �
<br /> Q226(}; E}�CAVATlON SUPPOR7 AND PR(�TEC110P! 1. IF LOCATED IN BASEMEiVTS 4N A CONCRETE PlER OR METAL PEDESTAE. 1 INCN ABOVE T�fE � �
<br /> EXCAVATION FOR FOUNDATIONS SNALL BE PER ��AN D0�"lN T4 UNDISTUR�ED NATIVE MATERI�L PER SLA� AND SEPARATED THEREFROM 8Y AN IMPEftVIOUS MOISTURE BARRIER.
<br /> TN� GEOT�CNNICAL ��GINEERfNG RECdMMENI�ATIQNS. OVER-EXCAVATED AREAS SHA�L BE r � 1-� �
<br /> � BACKFILLcD WiT�[ I EAN CQNCRCTE OR PER GEOT�CNNICAL REGOMMENaATIONS AT THE GONTRACTOR'S 2. IF l��! '�N cNC�OS�D CRAW� Sf'ACE OR AN UNEXGAVATED ARcA WITNIN THE BUILDfNG (}6144: SMRINKAGE QF VVOOD FF{AMING �
<br /> PE�IPi-iERY AND SUPP(}RT�D BY A CONCRETE PlER ClR PE[7E5TAL M�ftE THAN 8 ii�CHES F20M SHftINKRGE IN V�QOD FRAM(NG 15 DUE TO LQSS OF MOISTURE CONTENT AND TQ CQM�FRESS30N (7F � CL�
<br /> �f EXP£�iSE. EXPQSED GRC�UNQ AND SEPARATED THEREFROM BY AN [MPERVIC}US �l,QISTURE HARRIER. ASSF�B�I�S C}F WQC7D �OMPQNENTS, PL(JMBING, ELECTftICAI„
<br /> AND MEGFfANlCA� SYSTEMS AS WELL � �
<br /> EXCAVA7lON SLOPES SFIALL BE SAFE AND SFfALL NOT BE GREATEft TFIA�y TNE LIMITS SPECI�fED SY 3. SLEEPERS AND S(LLS O�S A CONCR�TE SLAB ON GRADE THAT DQES NQT HAVE AN IMPERVIt7US WOOf� S�IR NKA E,�THE USE�{�BE DESIGN�D ANG �t1f�T TO ACCOMMODATE 1�4 1NCN PER FLQOR �
<br /> ' LOCAI.> STATE, AN� NAIlONRL SAFETY REGULAT(ONS, � C�
<br /> MOISTIJRE BARRI�R S�PARATEON WITN EXPC}SED EARTH. KILN DRIED LUMBER AND �ROVIDING A DRYlNG PROCESS TO TNE � �
<br /> FRAMING �REMBERS PRIOR 7C} APPLICATIQN QF FINESHES WIL�. NELF COi�TROL BiJT W1LL NQT ELIMINATE � *�� �
<br /> INSTALLATIQN OF CC}NSTR(1CTION SHORING, IF REQUIRED, SHA�i �E P�R TNE SHClRING I�ftRWlNGS, SNRINKAGE.
<br /> �14TES, AND SPECIFICATIQNS. 4, LEDGERS AND FURftING ATTACNED DIRECTLY TQ TNE INTERIQR OF EXTERI�R CONCR�TE OR
<br /> MASO�IRY WAL�S BEl.OW GRADE. �
<br /> 023Q0: BACKFI�L AND COMPAGI7QN �
<br /> BACKFILL SHAG.L NOT BE P�.ACE� UNTIL THE REMOVAL OF FO�MWQ�K AND OF ANY DEBft1S. BACKFILL PRESEftVATIVE TREAT�#ENT SFiALt, BE PER �MERiCAN 4VOOD PRESERVERS' ASSOGIATiQN (A�1PA} C�6960: W�t�D SHEATHING �
<br /> BENEND AL� WALLS SNALL �!t}T BE PLA�Ed UNTIL TFfE �`JALLS ARE PROPERLY SlJPPC}RTED. ALL SPECIFICA7I�N C2 AND C9 OR APPLICA�LE STANDARDS. STRUCTl1RAL �JOQD SNEATH(NG PANELS SNALL HAVE APA GRADE TRADEMARK �}F THE AMFRlCAN � j
<br /> BACKFILL MATERIA! AND PLACEMENT PROCED�IRES SNA[.� BE CONS€STENT WlTH TNE GEOTECHNICAL PLY4VO�D ASSOCEATI�N. WQ06 SNEA�NING PANELS SMA�L BE C-D INT APA �ETN EXTERIOR GLE1� •�
<br /> ENG[NEERING RECOMMENDATlON�. ALL FASTENEr�S (h�AILS, BOLTS, RiVCNQR B(7L.TS, P�RTES, NAN�cRS, F_TG,} IN CONTACT NlITN TftEA7ED (CDX). OR(ENTED STRANQ BOAR[7 (QSB) PANELS SNALL BE EXPOSURE 1. r�ANELS 5NA�.L NAVE THE , �t
<br /> LUMBEft SNA[��. �E CflRf�O�IQN RESISTANT G-185 HOl" DIPPEd GALVANIZE� PER ASTM A15� �R �O�.LOW(NG TNICf�NESS, SPAN RRT(NG> AND FASTENING UNL�ESS N�TED OTE-fERWl5� PER PLAN: �
<br /> STAINLCSS �TEEL. EQGE FIEL� � ��
<br /> NAI�S NAILS � f
<br /> ROOF: 7 ��" �0 20 APA RATED (}SB � Q,„,� � (
<br /> f r Sd fiT 6" 8d AT 12" � � � �1
<br /> ��OQR: 3/4ry AI�A RATED STtJftD-1-FLOQR OSB 4��2Q T&G �Od AT 6" 10d AT 12" � � � �
<br /> � SH�ARWA1�. 7j16" APA RATE� 24J1fi EXP{}Sl1RE 1 QSB S£E SCHEDUCE SNEET 51.1 ' � �
<br /> i � ��� C�
<br /> � ALL RO(7F AND ELO�R SNEATHING PAN��S SHA�� BE iNSTA�1 ED �ACE GRAIN PERPENDICULAR TO �
<br /> � �
<br /> S��PORTS ANd IN A S7AGGERED PATTERN t1NLESS NOTED 4TNER�J(SE PER PLAN. BL�CKING AT � a�
<br /> � INT�RMEDIATE FLOOR AND RQOF SNEATHING JOINTS StiAL� P�OT �� REQU(RED UNL.ESS NOTE�? C� .�
<br /> OTHER�dlS� �ER ��AN. SNEARWAL( SHEATHING SNALL �E BLOGKED AT ALL EDG�S WITN 2X OR 3X �
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<br /> � FRAMiNG PER SH�AR4YA�L SC}-lEDULE � � �
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