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<br /> � T � IJ � � � R A � � � T E � ST���T�J �A� DRA�I � � SNEET I �DEX
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<br /> 01{}00: GENERAL R�Qt11REMENTS 03000: C(�N�RETE 461�{l: ROLIGH FRAMlNG 06176: METAL P�ATE CONNECTED �tUOD TRUSSES SH�ET [}ESCRIPTIt�N DATE a'
<br /> TI-IE ST�UCTURA� NOTES SUPPLEME�li� THE P�.ANS A�� SPECIFICATIONS. ANY DISCREPAi�CY FOUND CONCRETF CQNSTRUCTIt7N S4-IAL� CONFC�RM TQ TNE AMERICAN CONCR�TE 1NSTITEITE STAN�AR� ACI SAWN B�" r " PREMANUFACTURED PLAT�D WOOD TREJSSES SNALL E�F �tANUFACTUHER DESIGNED ANd S1-IALL COhRPLY � �
<br /> BETWEEN TNE DRAWINGS, NOTES, SPECIFICAfIONS, SiTE CONDIT�{��i5, AND ARCN4TE�TURAL F�LA�S L�JM _R 5NAL�. CONFORM TO WEST COAS7 LU�18ER IiVSPEC,IQN ��JREACJ {WCIIB) GRADING AND , � .
<br /> �18-11 "�UILDING CODE REQtJfR�MENTS FOR STftUCTt1RAL CONCRETE". DRESSING Rl1L�S" N0. 17 LATEST EDITlOI�. SAW3� LUMBER SHRLL BE S4� ANp SURFACED ORlED, 99 WITN THE TRUS5 PLATE lNSTITUTE (ANSIfTPI �-2002, NATIONAL DESIGN S1�ANDARD FOft META� PLATE 51.0 S7R(JCTl1RAl. NflTES a�1��/�s o�
<br /> SNAL� E�E REPORTED TO THE ARCNITECT WFIO SHAL�. CORRECT THE DISCREPANCY lN WRIT�NG. ANY PERCE�lT MAXiMIJM MOISTURE C�}NTENT. PROTECT I�[JMBER FROM WEATNER ANC� PROVIDE FURTNER C{?NNECTED W�C}� TRllSS CONSTRl1CT�ON) AND 4SSC S�CT10N 2303.4-. SNOP DRAWINGS AND S1.1 STRUCTIJRAL NDTES AND SC�IcDI}�ES 01/21 f16 �
<br /> WCRK C{}MPLETED AFTER DI5COV�RY OF TNE DISCREPANCY Si�ALI. BE DONE AT TNE CO(�TRAGTQR'S CEMENT '�ND CONCRETE SNALL CONFORM Tq I�C �ECT10N 1903. ADM1XTl1RES SHAL� BE APPROVED � DRYING OF ASSEMB�ED FRA�IING TO MIN{MiZE W04D SFiRINK�IGE POTENT(AL. ALL �UNiB�R EXPOSED CALC't1LAT10NS SHA�.� BE 5UB�1lTTED PER TNE �2EQUIREMENTS QF SECTI(��# 01330. DESIGN FOR THE S1.2 SHEfiftWALL SCNEDULE AND DETAI�S 01 21 16 �
<br /> � 1 /
<br /> RISK. REFER TO ARCNITECTIJRA� PLANS FOR OPENINGS, ARCH(TECTURAL TREA�FME�lTS, AND 8Y TNE ENGlNEER QF RECORD AND SN,��L �fl�if'LY WfTFf ACI 318-11 SECT�ON 3.6. C�}NCRETE � TO �FA7HER C}R IN CONTAC7 WITH C(}NCRETE OR MASONRY SHALL BE PRESERVATEVE TREAT�O U.N.O. SPAi�S AND CQN4ITIONS SNOWN 0�I THE PLANS, LQADS PER SECTION 012Q0, AND TNE FOLLOWING: � 51.3 N{�LDaW3� SCHEDULE AND DETAILS 01 21 16 �;
<br /> DIMENSIO�S NC}T SNOWN. C�NSULT MECHANICAL P�ANS FOR DUCTS AND PlPES ETC. NOT SHOWN. ' EXP05ED TO FREEZING AND TF�AV`dlNG SNAl�L NAVE AN AiR EN sRAlN1NG ADMIXTURE CONF{�RMING TO E � I U �
<br /> PER PLAN. LU�IBER SP�CIES, GRADE, AND PROPERTIES FOft EACH USE/LOCATION SI�ALI. �E AS R40F F�.CIOR 51.� SWS� D�TAI�.S 01/21 fi6
<br /> IBC SECTI�N 1904.2. THE USE OF WATER SO�UBLE CN�ORIDE I(7N SHAL� NOT 8E E1SE0. � � T0� CNORD �IVE LQAD SEE SECTION 01204 SEF SECTidN �1200 ¢''
<br /> FOLt�QtNS tl.N.O. PER PLAN SCHEDULE:
<br /> TH� CONTftACTQR SNA�� PR(7ViDE BRACING ANE} �tJPPOftT REQUIR�O FQR TEMrQRARY CONSTRkJCTION TOP CNORD DEAD �OAD 1� PSF 10 PSF � �
<br /> LOADS AND FOR STRUCTURAL CQMPONENTS AS REQUIRED [�t1RINC� ERECTEflN. HRCKFILL BEHIND tiVALL.S �- Fb Fv Fcp Fc E S6.Q TYPlCAL C�NCRE� DE7A(CS Ol/21 f 16 �� ;�
<br /> TNc CONTRACT(�R SHAL� SUBMIT MEx DESIGNS TO ENGINEER OF REC4RD �OR APPROVAI, FQUh WE�'KS �1SE/LOCATION SPECIES GRADE PSl TC}P CNQRD I?RAG �OAD SEE PLRN SEE P�.AN `=
<br />"" SNAI.L N�T BE PLACED UNTI� THE �1JA!LS ARE PROPER�.Y SUPPORTED, � PRl�1R TO PLAC3NG CONCRETE. N11X DE5IGNS SNRLL BE REV(EW�D FOR GaNFORMANCE TO 1BC � � ) (PSI} (PSI� (PSI} {PS!) TQP CNORD �1ET WIND IJPLIFT 7 PSF NET N A � , �
<br /> SECTIONS 1904 AND 39Q5. � WAL� STUDS�BLOCKING BOTTQM CHORD �EAD LOAD � PSF { � 5 PSF S9.0 TYPICAL FLOOR �ftAM(NG DETAILS Ol f21 fl6 � ,�
<br /> � 2X, 3X F{EM-F(R STUd 675 150 405 80f} 1�2E6 59.1 TYPICAL ROOF FRAMING D�TAI�S {�1/21 f1� ' � a �
<br /> � TNE GONTRACTQR SNALL BE ftESPONSIBLE FOR COORDIf�ATiON OF Al.� WORK. THE CONTRACTOR � HVAC �EE MECHANICAL SEE MECNANICAI. �
<br /> , S N A L L B E R E S P Q N`�I�L E F 0� T N E C O O R D I N A T I O N O F T H E E X C A V A T I O N, S N O ft I N G, A N D O T H E R W O R K 4„ W I D E 5 9.2 F R A M I N G D E T A I L S ^ 0 1 2 1 1 6 � � �; #
<br /> _ _ _ � C0�lCRETE MIX DESIGNS ShfA�L MEET TN� FOLLC��IING REQt1fRE�1E�JTS: LIVE L(}AD DE�LECTlON Lj360 �/360 l � � � �,
<br /> N11TI� ALL UTiLITI�S �ND ADJACENT PROPERIiES. CA�L THE UTELITY LOCATE SERVICE PRIOR TO ANY5 9.3 F R A M I N G D E T A I L S U N i T E 1 C & E 1 D O l/2 1 f 9 6 . � � �
<br /> WORK AT 1 800 332 234�E � 28 DAY MAX. MAX. AIR SPECIAL LOCATION 2,t, 3� HEM-FIR NQ. 2 850 150 4Q5 1300 1.3E6 S9.4 FRRMING DETAkLS - �J�lIT E18, D, F & E3 01�21/16 � � v
<br /> STRENGTN Y�/C SLU�1P ENTRA€i�ME�lT INSPECTIflN AND 6 & WIDE� 59,5 FRAMING DETAILS - UNIT E �C E3 �1/21 f16 � � �
<br /> ' . _ � � -t.'
<br /> f c (P51) RATlQ (INGHES) �PERCENT} REQUIRED APFLIGATION WA��. PLATES f}6185. STRUCTURAL ��U�[� �AMINAT�D TIMBER 59.6 FRAMING DETAPLS Uf�IT G & F 01 f 21/16 ` .� �
<br /> 01104: C�DE REQ�IIREMENTS 250Q 0.45 4�1 0�1 NO FOOTINGS 2X4, aX4 HEM-F!ft STUD 675 150 4(75 800 1.2E6 GLUED-LAMINATED McMBERS SNALI FIAVF AMFRICRN INST1Tl1T� OF TEMBER CONSTRIJCTI(lN (AITC� _______ n. _�_ .__..., -� � � �.,
<br /> i 300a C1.45 4�1 5t1 NO �OUNDAT(ON AND STEM WALLS IDENTIFICATI4N �SARK. E�XPOSED MEM�ERS SNA�L R�CEIVE ONE COAT OF ENQ 5EAl�ER APPLIED � W �
<br /> A�L DESIGN Ai�O CONSTRUCTION SHAE.� CQNFORM TO TE�E 2012 INTERNATIONAL 8113�D1NG CODE AS i�MEDIATELY AETER TRIMMIN� IN EITNEft SHOP OR FIE�D. SNOP DRAWINGS SNALL BE SUBMITTED PER � `-`
<br /> ADQPTED BY THE CITY QF EVERETT' WASNINGTON. 300Q 0.45 4t1 5�1 NO EXTERIOR SI�AB ON GRADE, 2X6 3X6 HEM-FIR N0. 2 850 150 4Q5 13{�0 1.3E6 TNE REQUIREMcI�TS 0�" SE�TION �1330, DESIGN MA�'ERIAL PROPERTIES SNAI.L BE AS FO�LOWS; � ,,�� c�a
<br /> DREVEtN�1YS, CURBS, WALKWAYS, PATIOS, P�ftCHES, �TEPS EXPOSED TO ' � L_ � ,�
<br /> f}12�Q: [3ESIGN LOADS WEATH�R, AND GARAGE F�OORS. � �' �
<br /> LI`JE �.Of�DS 2500 fl.50 5�1 flt1 Nt} AL� 07HER GQNCRETE JOISTS USE GOMBI��tTiON SYM60L SPECIES CAMBER _,_, .� .
<br /> 2X, 3X HEM-�IR NC�. 2 850 �50 405 1300 1.3E6 SfMPLE SPAN BEAM 24F-V4 DFfOF STANC7ARD � � �`� �
<br /> RC�OF (SN01N} 25 PSF CONTINUOUS BEAM 24F-V8 DFfDF ZERO � � `�
<br /> �LOORS �RESiDENTIAI.} 40 PSF ONE CQMPRESSION TEST MINIMUP� SF[ALL SE C(�MF'iLED FOR EVERY 150 C�JB(C YARDS OR 5004 � �- c� cci
<br /> SQl3ARE FEET OF SUR�ACE AREA Fdft EACH Ml}� DESCGN PLACED EACN DAY. A TEST S}�IALL BE THE CANTILEVER BEAP�I 24F-V8 DF�DF Z�RO � � �
<br /> SNf}W LOAD DESIGN DATA: AVERAGE STRENGTH QF TN10 CYLINDERS PriADE �R�M TH� SAME SAMPI E AND TESTED AT TNE LEDGEftS
<br /> SPECIFEED AGE, ADDlTfQNA� CYLINDER� MAY 8E MADE F'OR lNFORMATION REGARQING PtJST 2X, 3X DOIJGLAS FiR-LARCN �10. 2 900 ]SO 625 1�50 1.6E6 Ui'�cXPOSED G�UED-�At�INATED 11MBER SHALL BE INDUSTRiAL GRADE. TYPICA�, UNLESS NOl`E� .
<br /> � flf ;
<br /> Pg = 20 PSF, Pf = 14 PSF, Ce = 1.0, Is = 1.q Ct = 1.0, 4X DOUGLAS FfR--I.ARGN N�}. 1 1000 180 625 1500 1.7E6 OTNERWISE. EXPOSE� G�.kJED LAM€NATED 11�IBER SHA�L BE APPEA�ANCE CLASS PER ARCNfTECT. ,` #�� �
<br /> TEi�S14NING, FORM REMOVAL, STRENGTN DEVELOP�ENT, OR OTNER PURP05ES. CONCRE€� SHAL.L BE I,� �4 � f�X
<br /> WIND DESIGN DATA: ACCEPTABLE iF: C � ,�E ;
<br /> r� n � ` :,a �
<br /> 1. NQ TEST FAL�S 500 PSl �ELOW TNE SPECIFIEQ STRENGTH , „��� � x ��� {�� �� :
<br /> BAS1C 4'�I�[7 SPEEC}: 110 MPH �U�.T.) 85 MPI3 (ASD} 9EAMS AND POSTS ���� � "" �.
<br /> 2. THE AVERAGE OF Al.l. SETS OF 3 CONSE�UTIV� T�STS d0E5 �Vt}T FALL `�� �4 ¥ ��,� , #�� � ;
<br /> �i�D IMPORTANCE FACTOR: IN = 1.0 4X DOt1GLAS FIR-LARCH IVO, 2 900 180 625 135{} 1.6E6 ' r���,� � � � .
<br /> BEL0�4 THE SPFCIFiED STRENGTN. �k� � � }�� �z
<br /> WiND EXPOSURE: EXF'OSURE � 6X DQUG�AS FfR-LAftCN t�0. 1 120� 170 625 1000 1,6E6 06190: MANIJFAC7URE[? WOOD BEAMS Yt � ��� w ��, ����„
<br /> C O N C 2 E T E �f O T M E E T I N G T H F A B O V E C R I T E R I A S N A L L B E S U B J E C T T� F I JRTHE R TEST�f�G A T N O ��� �' ��# "����
<br /> TOPOGRAPFlICAL FAC70R: Kzt = 1.0 ADDITIONAL �XPENSE TO THE ON1NER. MANU�ACTUR�D/ENGINEERED WOOD B�AMS SFfA�.L 8E THE SIZE AND TYPE 5HOWN ON TNE DRAWINGS � �����_��.�_���'�k.,. �.��.f�''���
<br /> INTERNAL PRESSURc COEFFICIcNT; GCpi = -F�- t}.18 A5 MANUFACTURED BY TRUS-JOIST OR RPPROVED EQUAL. STORAGE, EftECTIQN, AND INSTAL�ATION
<br /> COMPON�NT/CLADDING WIND PRESSIIRE: P{C) = 25 PS� 2ESH{}RING, WHERE R�QUIRED, 5HALL GOi�FORM TO ACf 301 SEC�I�N 4.6. SEJBMIT PROPOSED SHAL� BE PER MAlVUFAC�URER SPECIFICATIONS. b�ECROLAM AND PAftA�LAM MEMa��S �HALL NOT �,
<br /> RESNt7RING PLr�NS TO THE �NGIN�Eft 0� REC4RD FOR REVIEW. 061(}1: STRUCTI�RA� FINGER J�INTE�7 �UMBER NAI�E NOTCHES OR ORILL�D Nfl�ES W(TNCiUT PRIQR ENGI�IEER OF RECORp APPROVAI.. SNO� DR�WINGS =.
<br /> EAftTHQU,�KE DESIGN D�TA: STRUGTl1RAL FlNGER JQINTED ��M�ER S�fAI.L �E PER�!ITTED TO �E USED 3NTERCi-fiANGEAB�Y WIT�� 5E�ALL. BE SUBMITTEQ PE� THE REQUIRE�IENTS OF SECTI�N 0933(7. DESIG�1 MATERlAL PROPE�TIES , S �`� �",
<br /> SEI�MfC IMPQR7ANCE FACT�R. le = 1.0 SAWN LUMBER MEMBERS OF TNE SAME SPECIES AND GRADE. STRl1CTt1RaL FINGER J�}INTED L�JMBER SNAL� 8E AS FOL�OWS: �'"��� � �
<br /> CNAMFER A�.� EXF'OSED CORNERS PER TNE ARCNITECTURAL P�ANS OR 3/4 INCH 1F NOT SPECIFIED � �' �`
<br /> SPECTRA� RESPONSE ACCELERATIONS: Ss = i.302 51 = 0.495 � SNALL 8� GRADED UNDER AMERICA�{ L.UMBER STANDARD COMMIT�EE "PRODUCT STANDARD PS �'` ��ta
<br /> BY T�yE ARCNI7ECT.
<br /> SlTE CLASS: SETE CLASS � � � ;' � �--.
<br /> `� 20-99", LUMSE� CLA�SIFIED AS STUD USE QNLY SHALL BE LIMITED TO V�RTlCAL APP�ICATIONS MEMBER E (PSI} �b {PSI� Fcp (PSI} Fv {PSI} �
<br /> SPECTRAL RESPQNSE CQEFFECIENTS: SDS = 0.781 S�}1 = 0.792 {7�ll.Y. LUt�BER N�TN CER�IFI�D EXTEftI�R JC?INTS iS i�OT RESTR(�T�� T� ANY TYFE OF LOAQING, LVL = h9ECROLAM 1,9 E6 2a00 75� 285 � ' ' �� '� � -
<br /> SEISMI� DE�IGN GATEGORY: SEISh�1C DE51G�! GATEGORY D Q31�0: REINFORCING 5TEEL PSL = PARALLAM 2.0 E6 2900 650 290 ! ��� �
<br /> BASIG FORCE RESISTING SYSTEM: BEARING WA�.� SYSTEM R�IP�FORCING STE�I� DETAlLING, FABRICATION, AN� PLACEMENT SHAC.L BE PER ACI 318-11. LSL = i.75" TIMBERSTANf� 1.55 E6 2250 754 40� K�`���, ��.�„ ��
<br /> �ESIGN �3ASE SHEAR: Cs = 0.12� �J REINFORCING �TEEL SNALL MEET TNE FC7LL{}�lNG REQUEREMENTS: LSL E21M = 1.5" T[M�ERSTANQ r21M SOARD `���=�
<br /> RESPQNSE MODIFICAT[ON FACTOR� R = 6,5 {LIGNTFRAME WALI�S) 061fl2: FRAMING �10`�ES .
<br /> ANALYS[S PRC7CED�JRE: F(��JIVAL�NT LATE�AL F��CE FRA�I�1G CONNECTORS, ACCESSORIES, AND EASTENERS AS NOTED EN THE P�ANS AND DETAIi..S SNAL�.
<br /> ASTM �-615 DEFORMED BARS GRADE 40 (fy=4Q KSl} FOR �3 BARS ONLY BE A5 MANUFACTURED BY SlMPSON STRONG--TIE. EQ�t1VALENT HARDWARE MRY BE USEa V�ITN PRIOR � � -�
<br /> ASTM A-615 �EFORMED SARS GRRDE 60 (fy=60 K51} FQR �4 BRRS AND LA�GER , APPRQVA� BY ENGIi�EER OF RECORD, INSTALL AL� Hr��DWARE PER MANUFACTUREI�S' SPEClFICATIO�}S. _ - -- _
<br /> 013t1(}: GEE�TEGNNICA�. 1NFORMAT�{�N AST�1 A-7(}6 C�EFORMED BA�S GRAD� 60 (fy-�� KSI) Ff�R ALL WELDABLE BARS WHER� STRAPS CnNNECT TWO �fEMBER� TOGETNER, PLAC� NALF QF 7HE REQUIRED FAST�NERS ENTO � ,��
<br /> E'�RTNWOr�K AN�} F4UNDA11{}N5 ARE TO �E CONSISTENT WITN TNE GEC}TECHNICA� ENGINEERING ASTM A-185 SMOOTH BAR (fy=6E} KSI) F(�R 'NEL.DED WIftE FABR3C � EACN MEMBER. PROVIDE SQE�ID �LOCKlNG AT ALL BEARING POINTS. SEE �ECTION 06071 FOR � .`�.-°. �-- o
<br /> . �ECOMMENDAIIONS, ALL FQUNDATIONS ARE TO �E FflU�3DE0 ON COMPETENT NATIVE MATERIA� OR � � r- �
<br /> BY OTF4ER E�EANS AS DEFINED SY A LICENSED GEf}TECHNICA� ENGINEER. , FASTENER REQUIR£MENTS AT TREATEE� LUMSER. TYPIGAL NAI�fNG NOT SHOWN PER P�AN, DETAIL, OR � � �
<br /> REINFORCING FOR SLABS aN GRADF SHA�� BE 6X6 W1.4XW1,4 WELDcD WiRE FABRIC Cll� FIB�R �SESH SCHEDULE SNA�L GONFORM TO F'�STENlNG SCHED�ILE PEEi IBC TABLE 2304.9.1 �R TO TNE FA�TENING � � � � � <
<br /> CONVENTIDNAL FOUNDATIONS NAVk BEEN DESIGNED ITFf T�IE FOL�.OWiNG PARAMET�RS: UNL�SS NOTED OTNERWISE� PROVI�E LAP SP�ECES PER THE �AP SP�,ICE SCHEOU�.E QN SHEET S6.0. � SCHEDULE QN SHEET S1.D. � �-,
<br /> W �EINFORCING STEEI� AT ALL W��LS, SLABS, AND FOOTiNGS SHAI�� B� Ct}NTINUOUS AROUh�D CORNERS
<br /> A��OWABLE BcARk�G PRESSt1RE 2500PSF � ui ��
<br /> E�SE CORNER gARS �NALL �E PROV{DED. NAlLS SNAL� BE C0�1MON UN�ESS NflTED OTHERWISE CQMMQ� NAIL DIMENSIOE�S AftE AS FQL1 QWS� ;� c�a
<br /> RCTIVE �ARTN PRES5�3RE {YIELDlNG) 35 PC� � ;i„ tp �
<br /> ACTiVE EARTN PftESSURE �AT-REST} 55 PCF COVEft R�QUIREMEI�7S SHALL BE AS FC}LLOWS �1�lI�ESS NOTED QTHERWISE: � NAIL SIZE DIAMETF�R LENGTH �
<br /> ., PASSIV� EARTH PRESSiJR� 350 PCF 8d O.i31° 2.5" � � �
<br /> Ct7EFF[C3ENT OF F21CTit�r� �.35 CQIVCRFTE CAST AGAINST EAftTN 10d 0.148" 3.0" `~�
<br /> S4lL PROE"1LE S(TE C�ASS E ALL BAR SIZES . . . . . . . . . . . . . . 3" �, " � ; �`Q-, •
<br /> 12d 0.148 3.25 � �,
<br /> FOR�9FD SURFACE EXPOSED TO EAftTN OR �NEATHER 16d 0.162" 3,5" �
<br /> ALL FOUNDATION INST�LI�AT#ONS ARE StIBJECT T9 APPROVAL OF TNE Lt}CAl. �UfLD1NG INSPECTOR OR F AND LAR��R . �
<br /> A LICE�SED GcOTECHNECAL ENGINEER. � . . . . . . . . . . . . . 2" � O �;
<br /> f�5 AND SMALLcR . . . . . . . . . . . . . 1 1 f 2" �JNL�SS NOTED OTHERWISE PER SNEARWAL�L SCNEDULE �R PLAP3S, ANC�-�OR E3QI�TS AT SI�� PI�ATES � E n ,�a
<br /> CONCRETE NOT EXPOSED TO EARTI-I OR WEATHER SHAE.L B� 5f8° DIAMETER WITN 7" MINIMUM E��BEQMENT INTO CONCRETE AND S�-IALL 8E SPACED NOT � > `�`
<br /> � W A L�,S A N D J O I S T S MORE TriAN �' FEET Ar�AC�T. TNER� SHAL�. BE A MINIMUM 0F TWO 80�.75 PCR S1LL PIECE WETN ON� I i � � �
<br /> 01330; SHOP [}RA'N�NG Sl1BMITTAL PRO�ES� 11 BARS A�D SMALLER . . . . . . . . . 3 4" ' " ,� � �
<br /> SHOP DF�A�NGS ARE TO QE Sl,1BM1TTFD TO THE AR�NI7F�T AN ENGINEER OF RECORD FOR A#�PROVA� � I 80LT LOCATED NOT MORE TNAN 92 �1C?R �.ESS THAN 4.5 FROM EACH E�D OF TNE PIECE. A � v� °
<br /> � SLA�S �ND JO(STS 3„X3"XQ.229" PLATE WASHER SNALL BE PROVIDED F0� AE L ANCHC}r� BOLTS (DQ NOT GOUNT�R-S1NK � Q � t
<br /> PRIOR TO FABRICATIOi�. IF SN�P DRAWINGS DIFFER F�OM TF3E APP�C}VED QESIGN DRAW(I�GS, NEW �11 BARS AND SMA�LrR . . . . . . . . 1" '= � �
<br /> � DESIGN DRAWINGS BE�,RING T�-IE SEAL AND SIGNATURE OF A LIGENSED STATE OF WASHINGTON = B�A�{S CO�kJMNS PLATE WASHERS}. A 13 f 16" X 1 3 f 4" DIAGONAL S�OTTED FfO�E IN THE 3" X 3" PLATE WASHE� IS � � �
<br /> � STR�lCTURAL EN�INEER SNAI�L BE SUBMITIED ALONG WITN THE S�-!UP QRAWINGS T{} THE E3UILDING � ' AL�OWED W3Tr! A STANDARD CItT WASNER. � , r.
<br /> OFFECIAL FOR APPftQVA�. PRfQR TO FABRICATIQN. P�IMARY R�INF�RCEMENT . . . . . . . 1 1 f 2" � � �
<br /> TIES STIRRUPS AND SPIRALS . . , . i 1 2" �
<br /> � � > /
<br /> �
<br /> 5HC7P DRAWI�IGS ARE REQIJIRED FnR F'02 PREFABRICATED W000 ?RUSSES. ; � �
<br /> REINFORCIN� STEEL SHALL B� ACCURATE�Y P�A�ED AND ADEQUATELY S�Ct1RED IN P�ACE PRIOR TO � Q6103: J{?IST D � °- � •
<br /> CONCRETE PLACE�,�ENT. REfNFdRCI�iG STEEL SNALL �IOT BE FIE�a BENT EXCEPT AS NOTE� IN THE ! AEV BEAM HANGERS � �
<br /> CAlCULATi{}NS BEARING TNE SEAL AND SIGNATURE QF A LICENSED STATE QF WASNINGTON JC�tST A�I� �3�A�1 NANGERS AS NOT�D IN TNE PI.ANS SHA�L BE A5 MANIJFACTURED BY SIMP50N
<br /> DESIGN DRAti'�INGS. V�ELDING OF ��INF�RCWG STEEL SNALL NOT BE PERMITTED WITNOUT PRIOR � � �
<br /> STRUCTURAL �i�GINEER SHA�L 3E �UBMITTED ALONG WITH Tf-(E SHOP DRAWI�GS FOR PREFABRICATED , STRONG-TIE. EQUIVALENT H�RDWARE MAY BE �1SEQ WiTN PRIQR APPRQVAL BY ENGINEER t�F RECORD. � � � �
<br /> APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS N�TED �N TrIE DESIGN DRAWINGS. � __�
<br /> PLA7ED WOOD TRUSSES. � JOIST A�lD BEA� NANGERS SNAL�. BE 3NSTAl�ED PER MANUFACTURERS' SPECIFICATIONS AND SF{AI.L � I -
<br /> � j B� AS F(}L�OWS UNLESS NOTED OTH�RWISE FER PLANS Oft DETAI�S: �
<br /> � E
<br /> 014�4: INSPECTfON5 AND SPECIAL 1NSPECTIONS � MEMBER SEZE HANGER
<br /> � „ ,� � �
<br /> � TME CQCVTRACTOR SF{,��� SE RESPONSIBLE Tt1 CO{}RQINATE A�t. iNSPECTIONS REQl71RED BY TNE 06071: PRESERVATIVE TREATE[} W00[7 PRODU SAWN LUM��R kl SERIES TO MATGH LU�fBER SIZE
<br /> LQC�L BUl�DING DEPARTMENT. C�S 3,125" �IDE GLU�AM BEAM NGUS3.25 10 � �
<br /> PRESERVRTIVE TREATED N�OQD SHAl.L BE REQUIREd FOR ALL WOOD THAT FORMS THE S��RIJCTURAt� f
<br /> SI�PPORT OF THE BUfLDING� BALGt�NIES PORCNES, OR SIM�LAR PERMANENT BUII Q(NG AFPURTUNENCES 5.125" W1DE �LULAM BEAf� NGUS�.25/1Q ' -+�,
<br /> SPECIAL INSPECTIONS ARE NOT �EQUIftED UNLESS OTNERWISE REQI�IRED BY TNE BUILDC�G OFFCC3AL. � � � �
<br /> TNAT ARE E�POSEd TO THE V�IEATHER WETHQUT ADEQUATE PROTECTI{}N FROM A ROOF, ERVE, �,75;� WIDE GL[Jl�AM BEAM FfGUS6.88j1Q � � , C�
<br /> � �VERF{ANG OR C}TNER COVERING TO PREVENT MO(ST�IRE OR WATER ACCUMULATION AT TNE SURFACE 8.75 V�IDE GLULAM BEAM HGU9.0�-SDS �
<br /> OR AT JO�NTS B�TVdE�N MEh�B�RS. � � �� ,
<br /> 014(}1; STRUCT1lRAL OBS�RVA�ION �9ANUFACTlJREO WO(lD "I" JOIST "1tJS" SERIES TO MATCN „I„ JOlST SIZE �
<br /> STRl7CTl1RAL �BSFRVATI(7N IS NOT �EQUIRED. ALL WOOD INST���ED ABflVE GROt1ND AND RESTING O�f AN EXTERIOR CONCRETE flR MASQNRY 1.75" WIC�E FS� OR �VL BEAM "�.BV" S�RI�S TO MAICN [�EPTk-i � �
<br /> �
<br /> FOtJNDATION W�1LL L.ESS TNAN 8 lNCNES FROM EXPOSED EAR7H. 2.69" WI�E PSL BEAM "LBV" SERIES TO �1ATCN DEPTN � �
<br /> {}2000: SITE CQNSTRUCII(}N 3,5" WIDE PSL OR LyL BEAP� "GLTV" ScRIES �'0 MATCN DEPTH � �
<br /> A�� SI CE GC}NSTRUCTION SNA€.�. BE CO�SISTENT W#TN THE G�OTE�HNICAL E��INEERiNG POSTS OR COLU�NS SUPP�RTING PERMANENT STRUGTU�ES AND SUPPQRT�D BY A CONCRETE SLAB 5.25n �YIDE PSL flR �VL BEA,� "GLTV" SERIES TQ MATCH DEP7H � � r�"
<br /> REGOMMENDATIONS AS NOTED IN TF{E G�OTECHNICA� E�iGINEER�NG REPORT (SEE SECTION 0130Q} AND OR FOOTENG TNAT IS IN DIR�GT CONTACT Y�17N TNE EARTN, �XC�PT; 7" WIdE PSL BEAM "i-�GI.TV" SERIES TO Mt�TCH DEPTH � , �
<br /> lI� SUB�ct�UEiVT DE�ECTIVE". ; �
<br /> i, Ir �OCAT€D It� BASEM�NTS 0� A CONCRETE PIER OR METAL PED�STAL 1 INCF{ ABOVE TNE � �
<br /> 42260: EXCAVATION SUPPORT AND PROTECTION SLA� AND SEPARATEd TFIEREFROM 8Y A�i I�P�RVIO€JS MOIST�IRE B�IR�IER. I � ; 4,� � i
<br /> � EXCAVA710N �OR FC7UNDATION� SNA(�L 8E PER PLAN DOWN TQ UNDISTt1RBEQ NATIVE MATERIA� PER � ' �
<br /> THE GEQTFCNNICAL ENGENEERING REC0�1t�ENDATIOf�S. t7V�R-EXCAVATED AREAS SNAL� 8E � � ��
<br /> , 2. ({= IN AN EN��OSED CRAWL SPACE OR A� lJNEXCAVATED AREA WITH{�! 7HE BI�ILDiNG I 06�04: SNRINKAGE t}F Wt?t?D FRAMING
<br /> ' BACKFIL�E4� WITN �EAN C£�NCRETE t�R PER GEflTECHNICAI RECOMMENDATlflNS AT TNE C0�#TRACTOR'S PERIPHERY AND SUPPORTED BY A COVCRETE PIER OR PEDESTAL MORE T1�AN 8 ENCNES FROM I SHRINKAGE 1N �+QOD �RAMING IS �EJE TO i.OSS OF A�Ol5Tl1RE CONTENT AND TO �OMPRESSION OF
<br /> EXPENSE. �XPOS�D GROUND AND S�PAftAT�D T�-IEREFROM BY AN lM�ERVEC}US MOISTIJRE BARRIER. ASSEMBLIES flF W{}OD COMP�NENTS. PLI�MBING, ELECTRICaL, AI�D MECNANICAL S`{S�fEMS AS WELI, � � � r� �
<br /> AS EXTERIQR FINISHES SHAl.L BE DESIG�fED AN� B�ILT Tt� ACCOMM�}DATE 1�4 INCN FER FLOOR '� �
<br /> EXCAVATEON SLOr�ES 5HALL 8E SAFE AND SNAL� NOT BE GREAT�K TNAN TNE LIM17S SPcC(FfED BY 3. SLEEPERS AND SI�1 S (7N A CONCREI'E 5LAB ON GRADE THAT D�ES NOT �{AVE AN INtPERVIQUS WOOD SHRINKAGE. THE I�SE OF }tI�N [�RIED 1��1�tBER AND PROVIDING A DRYiNG PR{�CESS TO TNE ' !
<br /> LOCA�, STATE, AND NATIONAL SAFETY REGULATIONS. �iQISTUR� BAftRIER SEPARA�IQN 'NCTH EXPOSED EARTN. � �ftAMING MEI�BERS P�IOR TO APP�ICATlON QF FINISHES �11�1� HE1:P CONTRt�� 8UT WI�� NdT �L]�INATE � � �� ,
<br /> SNRfNKAGE. � �
<br /> � INSTAL�ATION 0� Ct�NSTRUC�ION SHORING, IF REQUIRED, SHAI.� BE RER THE SHORING DRAV�It�GS, 4, LEQGEf�S AND FURRING RTTACH�D �IRECTLY TO THE INTERIOR OE EXTERIOR CONCRET� OR � �
<br /> NOT�S, AND SPECIF{CATlt�NS. MASQ�fRY WAL�.S BELOW GRADE. �
<br /> € �
<br /> 023Q0. SACKFfLL AND CaMPACTION 3 ' 06160: WOOD SHEATNING � �
<br /> _ � �AC(FE�� SHALL NOT BE PLACED UNTII T�IE MOVAL OF FOR WQRK D OF ANY kS l � ��ESERVATIVE TREATMENT SHALL BE PER A�fE�1CAN V�OOD PRESERVERS ASS�}CIATION (AWPA) STRUCTtJRA� WOG�D SFIEATHING PANELS �HALL 1-�AVE APA GftADE TRAQEMARK OF TNE AM�RICAN `'"'�
<br /> � R� � AN DE�R . BACKF LL , SPECIFICATIO�! C2 ,�ND C9 OR APPLiCAB�E STANDRRDS.
<br /> BEHkND ALL WALLS SHAL� �I(�T BE PLACED f1�lTIL TH� WALLS ARE PROPEnLY SlfPP4RTED. ALL PLYWOOD A5SQCIATION. �OOD SHEATNING PANELS SFfRLL BE C-D IP�T APA WITH FXTERIOR GLUE � � r
<br /> � BACKFILL �ATERIAI. fi�:D P(.ACF�ENT PROCEDt�RES SHA�.L 8E CONSISTcNT W(TN TN� GEQTEC}iNICAL {CDX}. ORIENTED STRAND BOARD (OS�} PANE€�S SHALL BE EXPOSURE 1. PANELS SHALL HAV� THE �� �
<br /> � ALL FASTENERS (NA€�S, BOLTS, ANCF{Oft BOLTS, PLATES, HANGERS, ETC.} IN CQNTACT W[TN TREAT�D � � �
<br /> � ENGI�IEE�ING RECOMMENDATIONS. �.IJMBE� SNALk. B� C�RRClS10� RESISTANT G-185 H�T DIPPED GA(�VANIZED PER ASTM A�53 QR � FQLLQWING T�ICKNESS, S�AN RATING, A�iD FASTENING UNLESS NOTED OTHERNIISE PER �LAN:
<br /> STAiN�ESS STEEL. ! �DGE F(ELD j Q� ,
<br /> NAILS NAIL,S �
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<br /> �' � ROOF: 7/96" 40/20 APA RATED QSB 8d AT 6'� 8d AT 12" � � � �
<br /> � F�0{�R: 3�4" APA RATED STI�RD-I-F�OOR OSB 4Q/20 T&G 10ti AT 6" 10d AT 12" � �'j �
<br /> � ; SNEAftWALL: 7f16" APA RATED 24f16 EkPOSUr�E i QSB SEE SCNEDULE SNEET 51.1 � e!� ��
<br /> � A�L ROCIF AND FLO{}R SHEATFIING PAP�ELS SNA�� BE tNSTAL�E� FACE GRAIN PERPENDlCU�,AR TO � � � 1 �
<br /> , SUPP4RTS AP�� IN A STAGGER�D PA7TER�} UNLESS NOTED OTHER�ISE PER P�AN. BLOCKlNG AT � c�� �
<br /> INTERMEDIATE FLOOR AND RQOF SNEATNlNG JQINTS SHALL NOT BE REQUlRED UN�.E�S NOTED � � � � f
<br /> 07HERN![S� PER PLAN. SHEARWA�L S1��ATNING SHA�L Bc BLdCi�ED AT AL� EDGES N13TH 2X QR 3X �
<br /> FRAMiiV� PER SNEARWAI�L SCNEDU�E � ~^� ,r� . �
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