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<br /> � _ S T � � C T � R A �. � Q � E S � STR� �T�RA D�A�I � � ��---�EET � �DEX '
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<br /> Q100f7: GENERAL� ftEQt�IREMENTS � 0300fl: C�NCREIE �610fl: ROIIGH FRAMING (16176: METAL PIATE CUNNECTED WQUD TRUSSES ' o-�
<br /> SHEET DESCRIPI'IaN DATE � �
<br /> TNE STRUCI�URA� NOTES 5UPPLEMENT THE PLANS AN� SPECIFICATIONS. ANY QISCREPAf�CY �OUN� �QNCRETE CQNSTRUCTIQN SHAL� CONFQRM TO THE AMERICAN CbNCRETE INSTITUTE STAN�ARD AGf j SAWN LIJMBER SHALL CONFCiRM TO WEST CQAST Lt1MBER 1NSPECTlON �UREAU {WCL1B) "GRADING AND � PREMANUFACTURED PLATED N100D TRUSSES SHALL �E k�AN�JFACTURER DESIGNED AND SHAL.L COMPLY
<br /> BETWEEN THE DRAWiNGS, NflTES, SPECEFICATIOhlS, SITE CQNDITIONS, AND ARCNITECTURAL �LANS 318-11 "8�11�.DlNG CODE REQUIREMENTS FOR STRCICTURAE� C�NCRETE". DRES5fNG Rl�LES" N�, 17 I.ATEST ED1T��N. SAW�E LUMBER SHA�I BE S4S AN� SURFACEa DR€ED, 19 WITN THE TR�1SS PLATE INSTITUTE (ANSI�TPI 1-20(�2, NATI�NAL DESIGN STANDARD FOR M£TAL P�ATE 51.0 STRl1C1llRAL N�TES Q1�21 J16 � �
<br /> �
<br /> SHA�� BE REPORTED TO THE ARCHITECT WHO SF{ALL GQRRECT THE DISGREPANCY lN WRiTING. ANY PERCENT MAX1MlJM �OISTIJRE CON7E�T. PRC}TECT LEIMBER FROM WEATHER AND PROVIDE FURTHER � CONNEGTED WC70Q TRUSS CON�TRUCTION) AND OSSC SECTIDN 23�}3.4. SHC1P DRAWING5 AND S1.1 5TRlJCTURA� NQTES AND SCHEDULES Oi 21 16 {
<br /> WG'RK COMPLETED AF�7ER [}ISCOVERY t7F TF{E DiSCREPANCY SHALL BE DON� AT THE CQ�ITRACTaR'S CE�1ENT AND GONCRETE SNALL CONFORM TO IBC S�CTIQN 1903. ROMfXTURES SNALL BE APPROVEa D�YING OF ASSEMBLED FRAMING �{} MI�CMI�E W�}Q[} SHRINKAGE POTEN�IAL. AGL Ll1M8ER EXPCISED ` CALGULATIONS SFIALL BE SUBMITT �l PER TH RE U3RE TS S C i f � � ,
<br /> � E Q MEE� (7F � T ON Q1330, DESEGN FOR TH� i
<br /> r RISK, ftEF�ER TO ARCHIT£CTURA� PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS„ AND ' � 51.2 SHEARWALL SGHEDULE AND DETAIES 01�21f16 �
<br /> DIMENSIQNS NOT SH(}Wld. CDNSIJLT MECHANICAL PLANS FflR DUCTS AN� PIPES ETC. NOT S W . �Y TNE EPlGINEER OE� RECORD ANp SNALL C{}MPLY WITH ACI 318�11 SECTION 3.6. CQNCRETE TO WEATHER OR IN CflNTACT WfTH C�INCRETE OR MASC}NRY SNA�� BE PRESERVAT3VE TREATED U.N.Q. � SPANS AND CONDITI�NS SNt�Wf�J ON TNE Pt�ANS, LOADS PE� SECTIQN Q1240, AND THE FQ�.��WING: Si.3 NO��}OWN SGNEDULE AND DETAI S 1 � !
<br /> Ht� N EXPQSED T4 FREEZING AND TNA�NG SI�AL� HAVE AN A!R ENTRAINING ADMIXTURE CC7NFOf�MING TU PER P�A�. LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION 5HALL BE AS RDOF ��.0{}R 51.4 SWSB DETAILS � 01/21�16 j � �
<br /> ' IBC SECTI4N 1944.2. TFfE USE OF WATER SOL.RJBLE CHLQRCDE 1QN SHALL NOT BE USED, I TOF CNORD LIVE Lf1AD 5EE SEC110N Q12�4 SEE SECTION �120� � �
<br /> THE CONTRACTDR SNA�L PR(}VlDE BRACING AND S�IPPORT R�QUIRED FOR TEMPORARY CONSTRIICTIQN � FOLL{}WS tJ.N.O. PER F�AN/SGHEDU�E: TOP �HQRD DEAD Lt}AD 10 PSF 10 PSF - c� ,._,,
<br /> �OADS AND FOR STRUCTURAL GOMPONENTS AS REQUlRED DURING ERECTION. BAGKFILL BENIND WA��S t Fb Fv Fcp Fc E � 56.0 TYPiCAI. GONCRETE DETAILS 01/21/36 ,rr m
<br /> THE CONTRACTC}R SNALL SUBMIT MIX DESIGNS TC} ENGfNEER C}F REC4RD FC}R APPR4VA� FOUR WEEKS 1"C}P CHORD QRAG �OAD SEE PLAN SEE Pt,AN �,
<br /> SHAL� NOT B� PIAC�a 11NTIL THE WALi.S ARE PROPERLY SUPPORTEaa � USE/�GCATION SF'ECIES �RADE (PSI) {PSI} {PSI) (PS(} (PSI}
<br /> PRICR TO PLACING CONCRETE. MIX DESiGNS SNA�.L BE REI�EWEQ FOR C�NFORMANCE 1�0 IBC TOP CNORD �ET WIND 11PLIFT 7 P5F NE�f N A S9.0 TYPICA� FLOOR FRAMING DE�AI�S 01/21/16 `-� �' �
<br /> SEGTlaNS 1904 AND 1905, ; WA�L STIJDS f BLOCKI�IG � ) I
<br /> TH� CONTRACTO� SNALL BE RESP��ISiBLE FOR CQORDINATION OF AL� WORK. TNE CON�fRACTOR � 2X 3X NEM-FIR STUD B75 15� 4Q5 8�}fl 1.2E6 BOTTOM CNORD DEAD LOAD 5 PSF 5 PSF o .
<br /> ' 4 S9.1 . TYPICAL R�UF FRA�k1NG DETAILS 01 21 96 � �' � �
<br /> SHALL BE RESPONSlBLE FCR THE COQRDINATIQN OF THE E}{CAVATION, SHOR]NG, AND OT}�ER WQRK ' 4" WIDE HVAC SEE ME�HANICAL SEE MECNANICA� ' � I
<br /> C�NCRET� MIX QESIGNS 5NA�L MEET THE FQL�OWING REQUIREMENTS: j LIVE �OAQ DEFLECTlf}N �f 360 �j36(? 1 S9,2 FRA�IING aETAI�S Q1 f 21/16 � � � j
<br /> W1TH ALL UTICiTIES A�D ADJACENT f'ROPERTIES. CALL TNE llTILITY L.00ATE SERVIGE PRIOR TO ANY � � S9.3 FRAMING DETAILS - 11NIT E1C & E1D 03/21�16 �. �' �z ;
<br /> WORK AT 1-804-332-2344. x 28 D A Y M A X. M A X, A!R S P E G I A L �O C A T I O N � 2X, 3X NEM-FIR N0. 2 85(} 150 405 13C}Q 1,3E6 � 59.� FRAMING DETAI�S - UNIT E1 B, D, F & E3 01 f Zl/16 ` � � c�
<br /> � STRENGTE-E W�C 5�UMP �NTRACNMENT INSPECTiON AND 6„ & WIDER I
<br /> ! � ' S9.5 FRAMiNG DETAILS - 11NIT E & E3 01�21/16 � � � �
<br /> � fi'c �PSI} RATiO �INCNES} {PERCENT} REQUIRLD APPLICATION t16185: ST�2UCTURAL GLt1El� I.AMINA�D TIt�BER S9.6 FRAMING DETAI�S - UNIT G & F Ol 21 16 � •- a�
<br /> WRLL ��ATES � / I
<br /> 01100: COOE REQUIREMENTS 25QQ 0.45 4�1 0�1 t�0 F(}QTIt�GS �X4, 3X4 HEM-FiR STUD 675 150 405 80(l 1.2E6 GLUED-LAMl1�ATED MEMBERS SNALI. NAVE AMERICAN iNSTITUTE OF 3�IMBER CONSTRUCTION {A1TC) f � �'
<br /> � IDENTIFICATION MARK. EXPOS�D MEh�BEftS SNfiLL RECEEVE ONE Ct7AT �F END SEALER APPEIED i _ � � � ,-�..
<br /> ALL DESIGN AND CONSTRUCTfON SNA�L CONFORM T� TNE 2012 INTERNATIONAL BUIL�ING COQE AS �30Q0 0,45 4�1 5�1 NO FO�JNDATION AND ST�M WALLS � , � �-'-� �
<br /> 1MMEDIATE�Y AFTER TRIMMING IN EITHER SHOP OR F1ELD. SHt�P DRAW(NGS SHA�t� �E SEJBMITTED PER �
<br /> ADOPTED 8Y TNE CITY 0� EVERETT WASNINGTON, 3000 Q.45 4�1 5t1 NO E}�TERI�R SLAB ON GRADE, THE REQUIREMENTS OF SEGTI(�N fl1330. DESIGN MATERlAL PROPERTIES SNAL1. BE AS FOLLOWS: ! � G
<br /> 2X6, 3X6 HEM-FIR NQ. 2 $50 15t} 4(}� 1300 1.3E6 � c�
<br /> DRIVEWAYS, GURgS, WALKINAYS, PATI{}S, PORCNES, STEPS EKPQS�D 1�Q ' ; �� ,�,
<br /> � � �
<br /> 012Qf}; DESIGN LQAQS WEATHER, AND GARAGE FLOQRS, C � 115E COMBI�IATiON SYM80L 5PECIES CAMBER � � �
<br /> LIVE �ORDS 250Q 0.50 5�1 0�1 �10 A�L O�CtiER CONCRE7E ? J012X�3X NEM-FIR N0. 2 85f� 150 405 130{l 1.3E6 SIMPLE SPAN BEAM 24F--V4 Df/DF S�fANDARD � �> .� �
<br /> ' ROOF (SNOW} 25 PSF , � � Ct7NTINlJ�US BEAM 24F-V8 DF/OF ZERO
<br /> � � � ;
<br /> ! FL.00RS (RESlDENTIAL) 40 PSF ; ONE GQMPRESSIQN T£ST MINIMUM SNAL� BE COMPI�ED FOR EVERY 150 Cl1BlC YARDS �R 5000 t � � � � �
<br /> � CAP�TILEVER BEAM 24F-V8 D�fDF ZERQ -+--� � �
<br /> � I SQUARE FEET QF SURFACE AREA �(7R EACN MIX DESIG�f PLACED EACH DAY. A TEST SHA�L BE TNE �.E6GERS , (f) ,� c,� I
<br /> SN04Y �OAO DESIGN DRTA: I AVERAGE STEiENGTN �F 1'WQ CY�INDERS MAdE FROM THE SAME SAMPLE AND TESTED AT THE 2X, 3X DOl1GLAS FIR-LARCN N4. 2 900 180 625 135Q 1.6E6 UNEXPOSED G�UED-LAMII�ATED TIMBER SHALL BE 1NDUSTRIAE GRADE. TYP(CA�, UN�.ESS NQTED � �
<br /> Pg = 20 PSF, Pf = i4 PSF, Ge = 1.0, Is = 1.Q, Ct = 1.0, I SPECfFIED AGE. AODITIONA� CY�INDERS MAY B� MADE FOR INFORMATfQN REGARdI�l� P05T 4X DOUGLAS F!R-�ARCH N0. 1 1000 180 625 150{l 1.7E6 OTNERWISE. EXPC}5ED GLUED LAMINATED TIMBER SNAI..� BE APPEARANGE C�ASS PER ARGNITECT. f �£``��� � ' �' � �
<br /> � � �kr � ��r� } �� �
<br /> TEN�IOI�iNG, FORM REMO�IAL, STRENG�iH DEVELOPMENT, OR Q1�ER PllRPOS�S. CONCRETE SHALL BE ; � � � � x�z
<br /> WINQ DESIGN DATA: AGC£PTAB�E IF:
<br /> �� � �--- � � ,���� �
<br /> �s� ,
<br /> 1. NQ TEST FALL.S 5Q0 PSI BELOW THE SPECIFIED STftENGTN ' k �'��, � { � , ���k
<br /> BA51C WIND SPEED: 11fl MPF€ �ULT.) 85 �iPN {ASD} BEAMS A�ID POSTS , � � ��h, � �r ;
<br /> W}ND IMP(}RTANCE FACTOft: Iw = 1.0 2. TNE AVERAGE flF ALL SETS OF 3 CONSECIlTIVE TESTS DOES NOT FAL� 4X D(JUGLAS FIR-LARCH N0. Z 900 180 625 135Q 1.6E6 � ��� � f �
<br /> WfND EXPOSURE: EXPOSURE 8 BE�t}W THE SPECIFIED STRENGTN. I � � #� k �, � �.
<br /> 6X D(�I�GLAS FIR-�.ARCF€ N0. 1 120� 17fl 625 1a00 �.6E6 Q619(}; MANUFACTURED WOOD BEAMS I �fi ' ��� ���� ���
<br /> 3� k� gf �"
<br /> C{�NCRETE NOT �EETING TNE ABOVE CRITERIA SNALL BE SUSJECT T(} FURTHER TESTING AT NO �.�;����������4 h � k2���,
<br /> TOPOGRAPHICA� FAGTO�: Kzt = 1.0 AD41310NAL EXPENSE TO TME OWNER. ' � MANUFACT�1RED f E�GINEERED WOOD BEAMS SNALL B� TNE SIZE AND TYPE SHt7Wf� ON 7HE ORAWINGS �...�.: �r..�.. . �..�:::� ;r��..r .
<br /> j INTERNA� PRESSl1RE COEFFICIENT; GCpi = +�- 0.18 i ! A5 MAN�JFACTURED BY TREiS-JQIST dR APPROVED EQUAL. �TORAGE, ERECTI(}�1, AND INSTALLATION
<br /> COMPONENT�C�ADDiNG WIND PRESSURE: P{C) � 25 PSF RESFEORING, WNERE REQUIRED, SNAL� CONFORM TQ ACI 301 5ECTI0(V 4.6. SUB�t3T PRQPOSED SNAL�. BE PER MANUFACTURER SPECIFICATI(}NS. MICROLAM AND PARA�.�AM MEMBERS SE-{AL� �tQT -_ - �
<br /> RESF(ORiNG P�ANS TO TNE ENGINEER QF RECQRD FC}R REVIEW. 061{�1; STRUCTtaRAL FINGER J(}INTEfl LUMBE� � NAVE NOTGHES OR aRILLED NOLES W3THQUT PRIOR ENGINEER OF RECORD APPRQVA�.. �Nt}P DRAWINGS � �.,.
<br /> EAftTFlQ[JAKE DESIGN DATA: i STRkJCTl1RAL FINGE� JC}INTED �.UMBEft SFEAL� BE PERMETTE� TO BE USED 1NTER�HANGEAB�Y WITM SHAL�. BE SllB�ITTED PE� TNE REQUIREM�NTS �F SECTION �1330. DE51GN MATERIA� PROPEftT�ES � � `�� �
<br /> SEISMIC INlPQRTANCE FACTQft: le = 9,0 j SAWN �lJMBER MEi�B�RS OF TME SAME SPECIES AND GRADE, STRIJCTURA� FINGER JOINTED �UMBER � SF{ALL BE AS FQ�LOWS: � ��� �
<br /> SPECTRAL RESPONSE ACCE�ERATIQNS: Ss = 1.302 S1 = 0.495 CNAMFER AL� EXpQSED CORNERS P�K TNE ARCHI7ECTURAL PLANS OR 3 f 4 INCH IF NOT SPECIFIED � � �.... �,.�,
<br /> � �Y THE ARCNIT�CT. SHA�� 8E GRADED UNDER AMERICAN LUMSER STA�IDARD C�MMITTEE "PROat1CT STANDARD PS 1 � �
<br /> S17E CLASS. SITE CLASS E I 20-99". Ll1MBER CLASSlFIED AS STE10 USE ONLY SHAL� BE LI�9ITED TO VERTICAL APPLICA110NS MEMBER E (PSI� Fb (PSC} Fcp (PSI) Fv (PSI) � � � , ' _ �',,�
<br /> SPECTRAL RESPONS� COEFFICIENTS: SDS = 0.781 SD1 = t}.792 (� . � a �
<br /> SE(SMIC DESIGN CATEGQRY; SEISMIC DES3GN CATEG(}R�` a ONLY, ��MBER WITN CERIIFIED EXTERIOR JCYIPtTS IS NOT REST(ZICTED TO ANY TYPE OF E�t7A01NG. �.V�. = MICRQLAM 1.9 �6 260� 750 285 ` �., ��
<br /> t}3100: REINFORCENG STEEL PSL = PARA�LAM 2.0 E6 29Q0 650 2�0 j �" � �
<br /> BASIC FORCE RESISTENG SYSTEM: BEARING WRLL SYSTEM REINFORCING S1EEL DETAIL(NG, FABRICATIf}N, ANd P�ACEMENT SHALL BE PER ACI 318-11. LS�. = 1.75" TIMBERSTAND 1.55 E6 225Q 750 400 � ��� `�
<br /> DESIGN BASE SHEAR: Cs = 0.11(} W � `���b� � �
<br /> REINFORGlNG STEEL SNALL ME�T THE FOGLOWING REQUlREMENTS� ( i �,5� RIM = 1.5" 3�MBERSTAND R!M BOARD c�
<br /> RESPONSE MODEFECATION FACTQft; R = 6.5 {�.IGHTFRAME WALLS} � 06f02: FRAMING N4TES f I�� - ;
<br /> A�IA�YSIS PROCEDURE: EQ�IIVALENT LATERA� FORCE FRAMING C{?NNECTORS, ACCESSORIES, AND �ASTENERS AS NOTED IN TNE P�ANS AND DETAILS 5HAl..L � ` � I
<br /> ASTM A-615 DEFORMED BRRS GRADE 40 {fy=4Q KSl} FOR �3 BARS ONLY � BE AS MANUFACT(3RED �Y SiMPSON STRONG-TIE, E(�UiVALE�lT HARDWARE MAY BE U�ED WITN P�30R j � �
<br /> C � ASTM A-F�15 DEF�RM�6 BA€�S GRRDE 60 �fy=60 KSI) FOR #4 BARS AND LARGER APPROVAL BY ENGINE�R OF RECORQ. C�t5TAL� A�.i� NARDINARE !'ER MA�UFACTUR�RS' SPEGIFECATIQNS. � __._.�
<br /> (}13�Q: GEQTECHNICAL INFORMATION ASTM A-706 D��t7RMED BARS Gi�AdE 6Q f -60 KSI EOR A�� WELDABLE BARS � I _
<br /> I EARTHWOR#� AND F�?UNDATIONS ARE TO BE COI�SIST�NT WITN TNE GEOTECNNIGA� ENGlNEERING ; � Y- � � WN�RE STRAF5 CONNECT TW(} M�MBERS TQGETNER, P�ACE HALF 0� TNE REQl11RED FASTENERS Ii�TO �
<br /> ! REC(}M�ENDATIONS. A�L FOUNDATIONS RRE TQ BE FOUNDED ON COMPETENT NATIV� �ATER�AL OR ; ASTM A-185 SMOOTH BAR (fy=60 KSI� FOR WELDED W1ftE FABRIG EACN �fEMBEE�. PROVI�E SO�kD BLOCKI�IG AT ALL BEARING POINTS. SEE SECTION 06071 FOR � � �
<br /> � i � � � �
<br /> E BY OTHER MEANS AS DEFENED 8Y A LICENSED GEOTECNNICAL E�IGINEER. � � FASTENE� REQUIREMENTS AT TREATED �UMB�R� TYPiGAI NAILING NOT SHOWN PER P[.A�i, DETAIL, OR �
<br /> � RElNFORCING FOR SLABS (}N GRA[}E SHALL BE 6X6 W1,4XV�1,4 WELDED WIRE FABRIC OR FIBER MESH SCHEDULE 5HAL� CONFORM T4 FASTENING SCHEDULE PER IBC TABLE 2304.9,1 t�R TQ TNE �ASTENI�VG � � � � � �
<br /> COi�VENTIONAL FOUNDATIONS FEAVE BEEN DESIGNED WITN THE FO�LOWING PARAMETERS: i ���ESS NOTED OTHERWISE. PROVI�E LAF� SPl.1�ES PE� THE �RP SPLICE SCNEDULE ON SHE�T 56.0. SCHEDULE (}N SHEET 51.0. � � ,-
<br /> A�LOWABLE BEARING PRESSURE 2500PSF REINF(}RCING STEEL AT ALI. WALLS, SLABS, A�fD FOOTINGS SHA�� BE G(}NTINUOt�S AROkJND CQRNERS ; Q- �
<br /> _ � ELSE CORNER BARS SNAL�. BE PROVIDED. NACLS SHALL 8E COMMON UNLESS NOTEQ OTHERWISE CQMMON NA1L DIMENSlONS ARE AS FOLE.OW5: :�
<br /> ACTIVE EARTN PRESSURE �Y(ELDING) 35 PCF � �t
<br /> ACTIVE EARTH PRESSURE �AT R�ST} 55 P�F COVER REQUIREMENTS SHALL BE AS FQ��.ONlS llNLES� NOTED t}THERV�lSE: NAIL SlZE DIAMETER l�ENGTN i �" �
<br /> PAS5IVE EARTN PRESSURE 350 PCF
<br /> 8d �.131'� 2.5" ' � �
<br /> COEFFICI�NT OF F�ICTlON 0.35 CONCRETE CAST AGAkNST EARTN � , �� I i
<br /> SOIL PROFlL.E SITE GLASS E „ 10d 0.148' 3.Q e
<br /> A�L BAR SIZES , . . . . . . . . . . . . . 3 � 12d 0.14�" 3,25" { � i
<br /> FORMED SURFACE EXPOSED TO EARTH 0� WEATHER 16d �.162" 3.5" J i
<br /> A�� Ft7UNDA11dN INSTfiLLA;EONS AftE SUBJECT TO APPROVAL OF TNE �OCAL BUI�DING INSPECTOR OR �6 AND LARGER . . . . . . . . . . . . . . 2" � ; � � �? ,
<br /> A �ICENSE� GEOTECNNICA�. ENG(NEER. � 5 AND 5MALLER . . . . . . . . . . . . . 3 3 Z,� I i � O
<br /> � � ; UNLESS NQTED OTHERWISE PER SNEARWALL SCNEDl1LE OR P�.ANS, ANGHQR BOLTS AT SILL P�ATES i � i � � �
<br /> f CONCRETE NOT EXPOSED T� EARTN Oft WEATHER � SNA�L BE 5f8" DIAMETER WkTN 7" MINIMUM EMBEDMENT INTQ CONCRETE AND SNA�L BE SPACED (�OT � �
<br /> I WALLS ANC? JOlSTS ~ ^' ;
<br /> ` Ot33Q: SHQP DRAWING SUBMITTA�. PROGESS ! „ MORE TNAN 4 FEET APART. TF�ERE SNA�L BE A MIN1MUf� OF TWO BOLTS PER SfLL �IECE WITN ONE � � � �
<br /> ( � �11 BARS AND SMALLER . . . . . , . . . 3/4 BQLT LflCATEQ NOT M£}RE THAN 12" hIOR LESS iFfRN 4.5" FRQM EACN E�ID OF THE PIECE. A
<br /> SNOP DRAV�I�GS ARE TC} BE SUBMITTED TO THE ARCHITECT AN ENGINEER OF REC(�RD FOR APPROVAL SLABS A�IQ Jt71STS
<br /> PRiOR TO FABRICATI£?N. iF SFIOP [}RAWINGS D#FFER FROM 7NE APPRQVED DESIGN DRAWINGS NEW , » 3„X3"X0.229" PLATE WASNER SHAL� 8E PR�VI�ED F{}R ALL ANCMOR B�LTS (DO NQT COUNTER-�INK � ¢ r�-
<br /> � � �1i BARS AND SMAL�ER . . , . . . , . 1 PLATE WASNERS ~
<br /> i DESEGN DRA1NlNGS BEARING TNE SEAL AND SIGNATtJRE OF A �(CENSED STA7E OF WRSNINGTQN ). A 13f96" 7{ 1 3/4" DIAGQNAL SLOTTED HOLE 1N THE 3" X 3" PLATE WASNER IS '�" �
<br /> I eEA��, �4����s � �
<br /> �1RUCTURA� ENGINEER SHALL 8E SUE3MITTEQ A�.ONG WITH TNE SHCIP [}RAWINGS TO TNE BUILDING � � AI�LOWED NI�TH A STAN[7ARD GUT WASNER. cn
<br /> PR€MARY REINFC�RCE�iENT . . . . , . a 1 1 f 2' �
<br /> OFFIGIRL FOR APPROVAL PRIOR TO FABRIGATiON. TIES, STIRRl1PS, AND SPIRA�S . . . . 1 ]/2" I � � �
<br /> SNOP DRANIINGS ARE REQLIIRED FOR FOR PREFABRfCATED WOQD TRUSSES. � I � � ;
<br /> RElNF(}RCiNG �TEEL SNALL BE ACCURA�ELY Pi�AC�D AND ADEQUA`CE�Y SECl1RE[3 IN P�ACE PRIQR TO � w
<br /> GONCRETE P1.ACEMENT. REINFORCING STEEL SFlALL NDT BE FIELD SENT EXCEPT A5 NOTED IN TNE Ofi1fl3: JOIST AND BEAM HANGERS I r�
<br /> CALC�JLAT(ONS �EARING THE SEAL AND SIGNATURE OF A �ICENSED STATE OF WASNI�IGTON ,101ST AND BEAM NANGERS AS NOTED IN TNE PLANS SHALL BE AS MANk1FACTURED BY SIMPSON � O � �
<br /> DESIG�V �RAININGS. WE�DCNG OF REINFORC(NG STEEL SFIALL N4T BE PERMITTED N�THOUT PRIOft I � w
<br /> SFRUCTk1RAL. ENGINEER Sl-{AL� BE Sl1BMITTED A�ONG WlTH TFIE SNQP DRAININGS FOR PREFABRIGRTED AFPROVAL OF TNE ENGI�fEER OF RECORD EXCEPT AS NOTED ON THE DESIG� QRAWINGS, STRO�l�-TIE. EQkJ3VALENT HARDWARE MAY BF USE� WITH PRI�R APPROVRL BY ENGINEER OF RECORD, '
<br /> PLATED WOQD TRUSSES. � JO{ST AND BEAM NANGERS SNALL BE €NSTALLED PER MANUFACTURERS' SPECiFICATECINS AND SHAL.L . � � � `' � _
<br /> ; 8E AS F(�LLOWS �fdL�SS N�TED QTHERNlISE PER PLANS OR DETAiLS: ;
<br /> ii �-_____
<br /> 014(}0: iNSPEC11t�NS A�lD SP�CIAL INSPEGTI�NS � ' MEhhBER SIZE HANGER ! � _
<br /> TNE GONTRACTOR SHALL BE RESPONSI8I�E TO COOR�INAT� A�L INSPECTIONS REQIJIRED BY THE SAN+N L�MBER >�U" SER€ES TO MATCN �.UMBER SIZE #
<br /> r LOCAL BUIL.dING DEPARTMENT. t Q6Q71: PRESERVATiVE �'REATED WUOD PRODUCTS 3.]25" WIDE GL�ILAM BEAM NGUS3.25/10
<br /> ; PRES�RVAT1VE TREATED WOt7D SHALL BE R�QUIRED FGR ALL W(}OD TNAT FORMS TN� STRUCTt1RAL „ �
<br /> 5.125 W�D� GLULAM BEAM MGUS5.25 1f} �
<br /> i SUPPORT OF TNE BUILC}ING, BAI.CONIES PORCMES, QR SIMILAR PERMANENT B�11E.DING APPURTUNENCES � � �
<br /> SFECIAt� INSPEGI]C}NS AftE NOT REQU(RED UNI�E�S OTNERWISE REQUlRED 8Y TNE BUIIDING OFFICIA�. ! TE�AT RRE EXPOSED TO THE WEATHER WETHQUT AD�QUATE �ROTECTION FR�M A ROOF, EAVE, 6.75" WIDE G�l1�AM BEAM NGUS6,88f10
<br /> ' � I C�.�
<br /> OVERHANG OR OTNER CQVERING TQ PREVENT MOISTI}RE OR WATER ACGl1M1�LATIQ#� AT TNE SEIRFACE 8.75" WIDE GLULAM BEAM H�U9.00-SQS �
<br /> i {
<br /> {�1401: STRUCTURAL 08SERVATION 1 OR Al" JOlNTS BETWEEN MEMBERS. ��
<br /> STRUCTURAL t}BSERVATiON (S �1�T REQUIR�D. � MAN[1FAC7URED WOOD "I„ JOIST "I�1S° S�RIES TO MRTCN „I„ JOlST S1ZE i i
<br /> � ALL WOQD CNSTALLED ABOVE GROIJND AND RESTING ON AN EXTERiQR CONCRETE OR MASONRY 1.75" WIDE PSL t�R �VL BEAM "LBV" SERIES TO MATCH DEPTH , � ;
<br /> F(}l1NDA1�(ON WALL �ESS TNAN 8 (NCHES FRf�M EXPUSED EARTH. 2.69" WIDE �S� BEAM "ImBV" S�RIES TQ MATCN DEPTN ' I {
<br /> 020Q(}. SITE CONSTRUCTION 3.5" WIDE PSL QR �VL �EAM "GLN" SERI�S TO MATCFi �EPTH � ! � �
<br /> t1Cl. SITE CONSTRUGT�tlN SMA�L BE CQNSlSTENT WiTN TNE GEOTECNNICAL E�VGiNEERENG POSTS {}R CQ�UM�S 5lJPPORTING PERMANENT STRUCTURES AND SUPPORTEQ BY A C(JNCRETE SLAB �
<br /> 5,25° W3�E PSL OR �VL BEAM "G�TV" SERIES TO NlATCH DEPTH � r''�`
<br /> RECOM►�ENDATIONS AS NQTED IN TNE �EO�CNNICAL ENGINEERING REPORT (SEE SECTi{�N 01300} Ai�U OR FOOTING THA7 IS IN DIRECT CQNTACT WiTH TNE ERRTN. EXCEPT; 7" WIDE P5L �EAM "HG�TV" SERIES TO MATCN C�EPTH I � {�
<br /> IN �IJBSEQIJENT DIRECTIVES. � i
<br /> 1. �F L(�GATED fN BASEMENTS ON A CONCRETE PIER OR METAL �EDES7A� 1 CNCH A�OVE TNE � �
<br /> 022fiQ: EXCAVATIt}N SUPPORT AND PROTEC�It7N S�AB AND SEPARATEQ TNEREFROM BY AN IMPERVIOUS MOISTURE BARRIER. � � �
<br /> EXCAVAT}ON FOR F�IJNDATlONS SHALL. �E PER PLAN DOWN TQ UNDISTURBED NATIVE MATERIA� PER ,
<br /> TNE GEOTECHNICA[. ENGINEERING RECOMMENDATIONS, OVER-EXCAVATED AREAS SNALL BE 2. IF IN AN ENG�OSED CRAWL SPACE �R AIV UNEXCRVATED AREA WITNIN TFiE Bt11�DING � 061Q4: SHRINKAGE OF WOt7D FRA�IING � �
<br /> BAGKFIL�ED WITN LEAN C(�NCRETE OR PER GEOTECHNICAL �ECOMl�ENDATlQl�S A1" TNE CONTRACTQR'S � PERIPH�RY AI�� SUPPORTED BY A C4�ICRETE PIER flR P�DESTAL MORE THAN 8 1NCHES FROM } SHRINKAGE 1N WOt�D FRAMING IS DUE TO �OSS OF MOfS�JRE CONIENT AND TO COMPRESSION 0� �-��i '
<br /> EXPENS€. � EXPQSED GROUND AND SEPARATED T#-IEREFRON BY AN lMPERVIOUS MOISTURE BARRIER. 1 ASSEMBLIES OF� W�OD COMPO�JENTS, PLU�BIN�, ELECTRICAL, AND MECNANICA� SYSTEMS AS WELL , Q
<br /> C � AS EXTERiOR FIN3SNES SNALI BE DESIGNED AND BUI�T 1�0 ACCOMMODATF 1/4 INCN PER FLO�R ; $ �
<br /> EX�AVATfON S�OPES SNAI,L BE SAFE AND SHALE NOT �E GREATER TNAN TNE LIMITS SPECIFEED BY I 3. S�.EEPERS AE�D S1LLS ON A CONCRET£ SLAB �}N GRADE TNAT DOES NQT NAVE AN IMPERVIOI�S WOOD SHRINKAGE. TNE USE OF KfLN DR{ED LUE�BER AND PR(?VIDI�G A DRYING PR(}CESS �0 THE j � I
<br /> �OCAL, S�ATE, AND i�ATIONAL SAFETY REGl1�.ATIONS. MOISTI�RE BARRIEF� SEPARATION WITH EXPt}5ED EAR�. FRAMING M�MB�RS PRIaR T� APP�ICATIO� OF FINISNES WILL HELP CQNTROL B4JT WILL NOT ELlMINA�E �
<br /> SHRINKAGE. � ° �
<br /> INSTA�.LATItIN OF GONSTRUCTION SHORING, IF REQUIRED, SHALL �E P�R TNE SNOf�ING DRAWINGS, 4. LEDGERS AND FURRING ATTACHED DlREGTLY TO TNE INTERfOR OF EXT�RIOR CONCRETE OR I � C.�
<br /> Nd?ES, AND SPECIFICATIONS. MAS{}NRY WAL�.S BELOW GRADE. ' ; �
<br /> � �
<br /> 023t1(}: BACKFILL AND Ct?MPAC�ION PRESERVATIVE TREA�MENT SNALL 8E PER AMERICAN 1N00Q PRESERVERS' ASSOCIATION �AWPA) ; 061�0: Wt}C}D SNEA7HING �
<br /> BACKFILL SNALL �OT BE P�ACED UNT3L TNE REMOVA� OF FQRMWORK A�ID OF ANY DEBRIS. BACICFI�� j STRUCTEIRA� 'NOOD SNEATNING PANELS SNALI� HAVE APA GRADE TRADE�IARK OF TNE AMERIGA�! �
<br /> BENIND ALL 1NAlLS SFCALL NOT BE PLACED UNTIL TNE WAL�S ARE PROPEftLY SUPPQRTED. AL� SPECIFICATION C2 AND C9 OR APPLIGABI.E STANDARQ5. ' PLYWOt�D ASSOCIATIQN, WOOD SNEATH(NG PAN�LS SHALL 8E C-� 3NT A�A WITH EXTERIQR GLIJE � � �
<br /> BACKFILL �IATERIAL AND PLACEMENT PRQCEQt�RES SFEACL BE CONSIS7ENT WITN TNE GEOTECFINICAL ALL FASTENERS (NAILS BQ�TS, ANCWQR B��TS PLATES NANGERS ETC.} IN CC�NTACT WITN TREATED � (CDX). {}RIENTEQ STRAPJD B(3ARD (OS8} PA�E�S SHAL� BE EXPaSURE 1. PANE�S SNAL� NAVE TNE ' �
<br /> ENGINEERING RECOMMENDATIONS. � _ ' , ' FOLLOWING TF{ICKNESS, SPAN RATING, AND FAST�NlNG U�LESS Nt�TED (7THERWISE E'ER PI�AN: � L�
<br /> 1��1MBER SNALL BE C�RROSlON RESISTANT G-185 HOT DIPPED GA�VANIZED PER ASTM A153 QR ! I
<br /> � �TAIN�ESS STEE�. �DGE FIELD I Q.� t� i
<br /> j P�AIL� NAILS � � � ;
<br /> ` r ROOF; 7f16'" 40/20 APA RATED OSB 8d A7 6" 8d AT 12" E ��r/ T"� �j
<br /> I � F�.C}OR: 3 f 4" APA RATED STE3RD-I-F�E7�R OSB 4�}/20 T&G 3Od AT 6" 10d AT 12�' �
<br /> E �
<br /> SHEARWAL.L: 7/16" APA RATED 2�/16 E}tPOSURE 1 OSS SEE SCHEDU�E SHEET 53.1 � ; r�� �
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<br /> � A�L RQOF' ANQ FL{�OR �HEAT�iING PANELS SNAI.L BE INSTAL L E D �AC E G RAIN P E R P E N D l C E 1�A R T O I � �� � ,�
<br /> � SUPP{?RT5 AND iN A STAGGERED PATTERN UN�ESS NOTED OTHERWISE PER PI.AN. B�OCKfN� AT � I C C;� �
<br /> � INTERMEL}IATE FL,OOR AND ROOF SNEATHING JOlNTS SNAL,L NOT B� R�QUfR�D UNE�ESS NOTED � i �.�.�► � t�
<br /> � OTNERWISE PER PLAN. SNEARWAL� SHEATHING SHALL BE B�(}CKE[? AT ALI� EDGES WlTN 2X QR 3X ��� �
<br /> ` FRAMENG PER SNEARWALG SCNEDl1LE � ;
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