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<br /> 01000. GENERAL RfQUIREMENTS � 03000; CONCRETE ! 06100: ROUGH FRAMING 06176. METAL PLATE CONNECTiED 'WOOD �fRUSSES SHEET DESCRIPTION DATE � `�
<br /> T�E STRUCTURAL NOTES SUPPL�MENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY fQUND CONCRETE CONSTRUCTlON SHALL CONFORh� TO THE AMERICAN CONCRETE INSTITUTE STANDARD ACI � SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) °GRADING AND PREMANUFACTURE:D PI_AiED WOOD TRUSSES SHAL.L BE MANUFACTURER DESIC�PdED AND SHALL COMPLY , �
<br /> BETWEEN T�IE DRANJINGS, NOTES, SPECIF'aC,�,T�ONS, 51TE CONDITIONS, AND ARCHrTECfiURAI_ PLANS � , , > ' �,
<br /> 318-?1 BUILDING CODE REQUIREMENTS FOR STRl1CTURAL CONCRETE'. 4 DRESSING RULES` N0. 17 �_ATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACED DRIED, 19 WITH THE TRUSS PLATE INSTITUfE (ANSI/TPI 1-2002, NATIONAL DESIGN STANDARD FOR METAL PLATE S1.0 STRUCTUR�,L NOTES 01/21/16
<br /> � SHALL BE REPORTED TO THE ARCHPTECT WHO SHALL CORRECT THE DISCREPANCY IN Wf�ITING ANY E PERCENT MAXIMUM MOISTRIRE CONTENT. PROTECT LUMBER FROM N�EATHER AND PROVIDE FURTHER CONNECTED WOOD TRl1SS CONSTRUCTION) AND OSSC SECTION 23�)3.4. SHOF' DRA'WINGS AND Sl.l STRUCTURAL NOTES AND SCHEDULES 01/21/16 � � �
<br /> WORK CQMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT 1'HE CONTRACTOR'S CEMENT AND CONCRfTE SHALL CONFORM TO IBC SECTION 1903, ADM�XTlJRES SHALL BF: APPROVED `�� i! E= C LCUL UB IT U E F C I 0 33 . IG , �
<br /> DR,,,NG OF ASSEMBLED FRA�+�ING TO M,.NIMIZE WOOD SHRINKAGE POTFiNTIA�. ALI_ LUMBER EXPOS._D A ATIONS SHALL BE S M TED PER THE REQ IREM NTS 0 SE TON 1 0 DES N �OR TH� ��,� SHEARWALL SCHEDULE AND DETAILS 01/21/16 � �
<br /> RISK. REFER TO ARCHIIECTURAL PLANS FOR OPENINGS, ARCHITECTURA�� TREATMENTS, :aND BY TNE �NGINEER OF RECORD AN€� SHALL COMPLY WITH ACI 318-11 SECTION 3.6. CONCRETE � TO Vti'EATHER OR IN CONTACT W1 CONCRET OR MASONRY SHAL BE PRESEI7VATIVE TREATED U.N.O. SPANS ANO CONDITIONS SHOWN ON THE PIANS LOADS PER SECTION 01200 AND �THE FOLI.OWING: i
<br /> DIMENSIONS NOT SHOWN. CO��SULT MECHANICAL PLANS FOR DIJCTS AND PIPES ETC. hV�T SHOWN. ; EXPOSED TO ;FREEZING A.ND THAWING SHALL HAVE AN AIR ENTRAINIjNG ADMIXTURE CONFORMING TO � � � � � ' ' S1.3 HOLDOWN SCHEDULE AND DETAILS Ol%21/16 � �
<br /> � PER PLAN, LUMBER SPECIES, GRADE, AND PROPE'�TIES FOR EACH USE/LOCATION SNALL BE :AS ROOF F1.00R S1.4 SWSB DETAILS 01 f 21/16 � +' �
<br /> ( IBC SECTION 1904.2 THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. ' FOLLOWS U.N.O. PER PLAN/SCHEDULE: TOP CHORD LIVE LOAD SEE SECTION 01200 SEE SECTION 01200 ; ;
<br /> , THE CONTRACTOR SHALL PROVIDE BRACING �ND SUPPORT iR,€t�UIRED FOR TEMPORARY CONSTRUCTION � TOP CHORD DEAD LOAD 10 PSF 10 PSF � � °' ---4
<br /> ' LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS � , Fb Fv �cp F� E S6.0 TYPICAL CONCRECE DETAILS 01/21./16 � �
<br /> SHALL NOT BE PLACED U;NTIL THI= WALLS A,�E P'ROPERLY SUPPORTED. THE CONTRACTOR SHALI_ SUBMIT MIX DESIGNS TO ENGINEER OF RECO.�D FOR APPROVAL FOUR WEEKS � USE/LOCATION SPECIES GRAD� iPSI) (P�k} (PSI) (PSf) (PSI) TOP CHORD DRAG LOAD SEE PLAN SEE PLAN
<br /> � PRIOR TO PL,aCING CONCRETE. ,:MIX DES,�Gi�JS SHALL BE REVlEWED FOR CONFORMANCE TO IBC WALL STUDS BLOCK�NG fOP CHORD NET WIND UPLIF�� 7 PSF (N�1) N/A cu c�
<br /> � �, � / S9.0 TYPIGAL FLOOR FRAMING DETAILS 01r21/16 ; c� •-+ i
<br /> � � SEC„ONS 1904 r�ND 190,�. � 2X, 3X HEM-FIR STUD 675 150 405 800 1.2E6 BOTTOM CF10RD DEAD LOAD 5 PSF 5 PSF � �, i
<br /> � THE CONTRACTOR SHALI_ BE RESPONSIBLE FQR COORDINATION OF ALL WORK. TNE CONTRACTOR S9,1 TYPICAL ROOF FRAMING DETAILS Ol/21/16 � i c� �
<br /> HVAC SEE MECHANICAL SEE MECHAN�CAL
<br /> SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK I CONCRE"fE '�11X DESIGNS SNALL MEET THE FOLLOWING REQUIREMENTS: 4� WIDE S9.2 FRAMING DETAILS O1/21 f16 ; °� �r .
<br /> WITN A!_I_ UTILITIES AND ADJACENT P,��PERTIES. CALL THE IJTILITY LOCATE SERVICE: PRIOR TO ANY LCVE LOAD DEFLECTION L/360 L/360 I ;,� ;� r
<br /> S�.3 FRAMING [)ETAILS - UNIT E1C & E1D 01/21 j16 � � � �
<br /> WORK AT 1-800-332-�2344. 2X, 3X HEM-FIR N0. 2 850 150 405 1300 i.3E6 �; � �;
<br /> � � 28 DAY MAX. MAX. AIR SPECIAL LOCATION S9.4 FRAMING DETAILS - UNfT E1B, D, F & E3 O1/21/16
<br /> STRENGTH WjC SLUMP ENTRAINMENT INS,PEC?ION AND 6" & �IDER S9.5 FRAMING DETAILS - UN11 E & E3 01/21/16 {� �, �
<br /> � fc (PSI) RAT10 (INCHES) (,F'ERCENT) REQUIRED APPLICATION WAI�L PLA7ES � 06185: STRUCI€1RAL GLUED LAMINATED TIMBER S9.6 FRAMING DETAILS - UNIT G & F Q1/21/16 '� �
<br /> GLUED-LAMINATED MiEMBERS SHALL HAVE AMERICAN INSTI�UTE OF TIMBER CONSTRUCTION AITC
<br /> 2X4> 3X4 HEM-FIR STUD 675 150 405 800 1.2E6 � ) `�
<br /> • 01100: CODE REQUIREMENTS I 2500 0.45 4f1 Of1 NO FOOTINGS IDENTIFICAI�(ON MARK. EXPOSED ME�fBERS SHALL RECEIVE ONE COAT OF END SEr�LER APPLIED � �` V � W � �`
<br /> ALL DES�GN AND CONS�RUCTlON SHALL CONFORM TO TNE 2012 IN 1�RNATIONA�_ BUILDING CODE AS � 3000 0.45 4�1 5f1 NO FOUNDATION AND STEM 'WALLS aMMEDIATELY AFTER TRIMMING IN E11HER SHOP OR �IELD. SHOP DRAWINGS SHALL BE SUBM?�TED PER � � �'�
<br /> �
<br /> 3000 0.45 A,f1 5t1 NO EXTERIOR SLAB ON GRADE, ��"
<br /> ADOPTED BY THE CIfY OF EVERE7T WASHINGTON. � Tf�E REQUIREMENTS OF SEC7fON �1330. DESIGN MATERIAL PROPERTIES SHALI. BE �0.S FOl_LOWS: � � � ° �
<br /> 2X6, 3X6 HEM--FIR N0. 2 850 150 405 1300 1.3E6 �
<br /> � DRI'VEWAYS, CURBS, WALKWAYS, PATIOS, PORCHES, S�tEPS EXPOSE[} TO �- � �
<br /> 01200: DESlGN LOADS 1NEATHER, AND GARAGE ,��OORS. JOISTS USE COMBINATiON SYMBOL SPECIES CAMBER _� � `�'
<br /> LIVE LOADS 2500 0.50 5�1 Of1 NO ALL OTHER CONCRETE �� .� �`�
<br /> � 2X, 3X HEM-FIR N0. 2 850 150 405 1300 i.3E6 SIMPLE SPAN BEAM 24F-V4 DFfDF STANDARD � � c� ,
<br /> ROOF (SNOW) 25 PSF � � �`z !
<br /> 1 CONTINUOUS BEAM 24�'-V8 DF/:DF ZERO
<br /> FLOORS (RESIDENTIAL) 40 PSF ONE COMPRESSION TEST MIN!MUM SHALL BE COMPILED FOR EVERY 150 CUBIC YAROS OR 5000 , � ��, o c�
<br /> � � SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A TEST SHAL� BE THE CANTlLEVER BEAM 24��-'�8 DF/DF ZERO � # � � � �
<br /> � AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME SAMPLE AND TESTED AT �i�t-fE LEDGERS
<br /> ; SNOW LOAC) DESIGN DATA: � 2X, 3X DOUGLAS F1R-LARCH N0. 2 900 180 625 1350 1.6E6 UNEXPOSED GLUED�-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS NOTED ;� ,; ����A} $;�„�
<br /> Pg = 2Q f'SF, Pf - 14 PSF, Ce - 1.0, Is - 1.0, Ct - 1.0, SPECIFIED AGE. ADDITVONAL CYLINDERS MAY BE MADE FOR INFORMATION REGARDING POST � �� �3 � �,r
<br /> - - - - � 4X DOUGLAS FIR�L.ARCH N0. 1 1000 180 625 1500 1JE6 OTHERWISE. EXPOSED GLUED L,4MINATED TIMBER SHALL BE APPEAf2ANCE CLASS PER ARCHITECT. > � �, �`�� ���;
<br /> TENSIONING, FORM REMOVAL, STRENGT!-? DEVELOPMENT, OR OTHER PURPOSES. CONCRETE SHALL BE �`���� � ���� � #,�
<br /> 4NIND DESIGN DATA: � ACCEPTABLE IF: ��� �� �, ;�`���� �� �`��
<br /> �, 1. NO TE ST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH ��{;�; � ,�� �'s"� � ' ��'
<br /> BASIC W1N D SPEED: 110 MPH (ULT.) 85 MPH (ASD) BEAMS AND POSTS �����
<br /> � 2. THE A:VERAGE OF AI_L SE-�S OF �3 C�}NSECU�I"VE TESTS DOES NOt FALt � ��� � '"����������# �;;
<br /> VYI�dD IMPORTANCE FACTOR: Iw = 1.0 4X DOUGLAS �FI4R-I_ARCH N0. 2 900 180 625 1350 1.6E6 ��fi r � k�� �.,�.�
<br /> � BELOW THE SPECIFIED STRENGTH. ! s;������ � � ��.� �
<br /> WWD EXPOSURE: EXPOSURE B 6X DOUGLAS iFIR-LARCH N0. 1 1200 17r� 625 1000 1.6E6 06190: MANUFACTURED WOOG BEAMS k � � � �� �
<br /> TOPOGRAPHICAL FACTOR. Kzt 1.0 � CONCRETE NOT MEETING 11-lE ABOVE CRIT£RIA SHALL BE SUBJECT TO FURTNER TESTING AT NO � ' ��r «�'�'�Z� {� �`� �'�
<br /> � = MANUF.4CTURED/ENGP�'VEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAN�NGS �h' �� ~'�' �`- "' �
<br /> .<.�_. . � ..: t.,:
<br /> INTERNAI,. PR�:�SURE C�EFFICIENT: GCpi = +./-- 0,18 ADDI�IONAt_ EXPENSE TO THE: OWNER. AS MANUFACTURED BY TRUS-JOIST OR AF'PROVED EQUAL, STORAGE, ERECTION, AND INSTAL.LA710N `
<br /> � COMPONENT/�:LADDlNG WIND PRESSU€�E: P{C) = 25 PSF � SHALL BE PER MANUFF�CTURER SPECIFICATIONS. MICROIAM AND PARALLAM MEMBERS SHALL NOT � � - - -�;�'i
<br /> RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED i
<br /> � RESHORING PLANS TO THE ENGINEER OF RECORD �OR REVfEW, 06101; STRUCTURAL �'INGER JOINTED LUMBER HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER 0� RECORD APPROVAL. SHOP DRAWINGS � �� `-� I
<br /> EA;FtTHQUAKE DESIGN DATA; STRUCTURAL FINGER .JOINTED LUMBER SHALL BE PERMITTED TO BE USED INTERCHANGE�AB'�Y °�ITH SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESiGN M�ITERIAL PROPERTIES � � ��. ��!
<br /> � SEISMIC IMPORTANCE FACTOR: le = 1.0 SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. STRUCTURAL FIPJGER JOINTED LUMBER SHALL BE ,�S FOLLOWS: f �
<br /> CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3 f 4 INCH IF NOT SPECIFIED �, ����, �
<br /> SPEC�f�AL RESPONSE ACCELERATIONS: Ss = 1,302 S1 = 0.495 SHALL BE GRADED UNDER AMERICAN LUMBER STANDARD COMMITTEE "PRODUCT STAN�}ARD PS � � '`� ��
<br /> � BY THE ARCHITECT. �
<br /> SITE CLASS: SITE CLASS E 20-99". LUMBER CLASSIFIED AS STUD USE ONLY SHALL BE LIM�TED TO VERTICAL APPLlCATIONS MEMBER E (PSI) Fb (PSI} Fcp {PSI) Fv (PSI) �� = a��
<br /> S P E C T RA,L R E S P O N S E C O E F FI CI EN TS: SDS = OJ81 SD1 = 0.792 � ONLY, LUMBER WITH CERTIFIED EXTERIOR JOINTS IS NOT RES�fRICTE:D TO ANY TYPE OF I.OADING. LVL = MICROLAM 1.9 �6 2600 75Q 285 �.;1�,, � �' �
<br /> SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D ; PSt_ = PARAI_LAM 2.0 E6 2900 650 290 � �l� �M., I
<br /> � BA,SIC FORCE RESISfiING SYSTEM: BEARING WALL SYSTEM � 03'100: REINFORCING STEEL
<br /> REINFORCING S�fEEL DETAILING, F,aBRICAIION, AND PLACEMENT SHALL BE: PER ACI 318-11. LSl_ = 1.75" 71MBERSTAND 1.55 E6 2250 750 400 � � ���� _, �'� �
<br /> DESIGN BA,SE SHEAR: Cs � 0.120 W � � � ___
<br /> i RfINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: LSL RIM = 1.5' TIMBERSTAND RIM BOA,RD
<br /> I RESPONSE MODIFICATION FACTOR: R = 6.5 (LIGHTFRAME NVALLS) 06102: FRAMING NOTES ` �f,� �
<br /> FRA�ING CONNECTORS, ACCESSORIES, AND FASTENERS ,4S NOTED IN TFlE PLANS AND DETAILS SHALL �
<br /> ANALYS�S PROCEDURE: EQUIVALENT t.ATERAL FORCE ASTM A-615 DEFORMED BARS GR�ADE 40 f =40 KSI FOR 3 BARS ONLY � �� �
<br /> � � Y- ) # BE AS MANUFACTURED BY SIMPSON STRONG-TIE. EQUIVA.LENT HARDWARE MAY BE USED WITH PRIOR �
<br /> A S T M A-6 1 5 D E�O R M E D B A R S G R A D E 6 0 {f y=6 0 K S I) F O R #4 B A R S A N D L A R G E R A P P R O V A I_ B Y E N G I N E E R O F R E C O R D. I N S T A L L A!_L H A R D W A R E P E R M A N U F A C T I J R E R S' S P E C I F I C A T I O N S.
<br /> i 0130(}, GEOTECHNICAL INFORMATION ASTM A--706 DEF��MED BARS GRADE 60 (fy=64 KSI) FOR ALL W�LDABLE BARS 1M-�ERE STRAPS CONNECT TWO MEMBE?RS TOGETHER PL�CE HALF OF THE REQUIRED FASTENERS INTO � � �
<br /> E.aRTHWORK AND FOUNDATIONS ARE TO BE CONSISTEN'; WITH Tf-1E GEOTECHNICAL ENGIf�EERING ' ! � co � :
<br /> RECOMMENDATIONS. ALL �OUNDATIONS ARE TQ BE FOUNDED ON COMPETENT NATIVE MATERIAL OR A STM A-i8 5 S M O OTH BA R (fy-6 0 KS I) FOR W ELDED WIRE FABRIC EACH MEMBER, PROVIDE SOLID BLOCKING AT ALL BEARING POlNTS. SEE SECTION 06071 FOR � E; .� ,� �
<br /> FASTENER REQUIR��MENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETA,IL> OR � { <C � �
<br /> BY OTHER MEANS AS DEFINED BY A LICENSED GEOTECHr�iCAL ENGINEER. � cv
<br /> REINFORCING FOR SLABS ON GRp,DE SHALL BE 6X6 W1.4XW?.4 WELDED 4V1RE FABRIC OR FIBER MESH SCHEDULE SHALL CONFORM ?�0 FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO THE FASTENING '� '`� � �
<br /> � CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED W�TH 1HE FOLLOWING PARAMETERS: UNLESS NOTED OIHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE SCHEDULE �N SHEET S6.0, SCHEDULE ON SHEET S1.O, �' � T" � :
<br /> REINFORCING SfEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTlNUOUS AROUND CORNERS �
<br /> ! A�LOWABLE BEARlNG PRESSURE 2500PSF � t �i �'= �
<br /> ELSE CORNER BARS SHALL BE PROVIDED. NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMQN NAIL DIMENSIONS ARE AS FOLLOWS: � '
<br /> AC?IVE EARiH PRESSURE (YIELDING) 35 PCF z ( � � � �
<br /> ACT!VE EARTH PRESSURE (AT-�REST) 55 PCF COVER RE�UIREMENTS S!-!ALL BE AS FOLLOWS UNLESS NO?ED OTH�RWISE: � N A I L S I Z E D I A M E T E R L E h d G T H a
<br /> PASSIVE EARTH PRESSURE 350 PCF 8d 0.131" 2,5n �
<br /> � COEFFICIENT OF FRIG-110N 0.35 CONCRETE CAST AGAINST EARTH a ~�
<br /> SOIL PROFILE SITE CLASS E „ tOd 0.148" 3.0' �,
<br /> ALL BAR SIZES . . . . . . . . . . . . . • 3 12d 0.148" 3.25" � t � �
<br /> � FORMED SURFAGE EXPOSED TO EARTH OR WEATHER 16d 0.162" 3,5' � a
<br /> ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL 0� THE LOCAt_ BUILDING INSPECTOR OR � �'
<br /> A LICENSED GEOTECHNICAI_ ENGINEER, #B AND LARGER . . . . . . . . . . . . . . 2 � � E;
<br /> #5 AND SMALI_E� . . . . . . . . . . . . . 1 1/2" UNLESS NOTED OTHERW(SE PER SHEARWALL SCHEDUI E OR PLANS, ANCf-IOR BOLTS AT Sll..f� PLATES � �
<br /> ; CONCRETE NOT EXPOSED 'f0 EARTH OR WEATHER SHA�L BE 5/8" DIAMETER W1TH 7" MENIMUM EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT � `� '
<br /> � WALLS AND JOISTS MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SIL�. PIECE WITH ONE i ! , c� �
<br /> 01330: SHOP DRAWING SUBMITTAL PRO�ESS 1? BARS AND SMALLER . , . . . . , . 3 4" � �_ � �
<br /> SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AN ENGINEER OF RECORD FOR APPROVAL � ' � � BOLT LOCATED NOT MORE THAN 12 NOR LESS THAN 4,5' FROM EACH END OF THE PIECE. A � � .J r�n �
<br /> SLABS AND JOISTS > > > � �--
<br /> PRIOR fi0 FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAN�NGS, NEW 3'X3'X0.229' PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS (DO NOT COUNTER-SlNK ( � �-
<br /> #11 BARS AND SMALLER . . . . 1° � �� » �� �� '-
<br /> DESIGN DRAWINGS BEARING �HE SEAL AND SIGNATURE OF A LICENSED STA7� OF WASHINGTON ' ' ' ' Pl_ATE WASHERS). A 13/T6 X 1 3/4 DIAGONAL SLOT7ED HOLE IN �HE �� X 3 PLATE WASHER IS � � �
<br /> STRUCIURAL ENGINEER SHALL BE SUB�fl1TED .4LONG WITH TME SHO DRAWINGS TO THE BUILpING BEAMS, COLUMNS m r_,�
<br /> p � ALLOWED WITH A STANDARD CUT WASHER. � -.....
<br /> ` OFFICIAL FOR APPROVAL PRIOR TO FABRICATION, � PRIMARY REINFORCEMENT , . . . , . . 1 1 J2"
<br /> 1 � T1E°S, STIRRUPS, AND SPIRALS . . . . 1 1/2" f � �
<br /> ; �
<br /> SNOP DRAWINGS ARE REQUIRED FO�� FOR PREFABRICf�TED WOOQ 1RUSSES. `� �
<br /> REINFORCING STEEL SHAL� BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE PRIOR ;'0 � i +
<br /> CONCRETE PI_ACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT AS NOTED IN THE 06103: JOIST AND BEAM HANGERS _____ ,x
<br /> C.4LCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF WASHINGTON JOIST AND BE:AM HANGERS AS NOTED IN TFIE PLANS SHA[_L B� AS MANUFACTURED BY SIMPSON �
<br /> DESIGN DRAWINGS. WELDING OF REINFORCING STEE_L SHALL NOT BE PERMITTED 1�THOUT PRIOR �:� � �
<br /> � SIRUCTURAL ENG;NEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR PREFABRICATED STRONG-TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. � I r:� �
<br /> PLATED WOOD 'tRUSSES, APPROVAI. OF THE ENGINEER OF RECORD EXCEPT AS NOTED ON THE DESIGN DRAWINGS. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER MANUFACTUF�ERS' SPECIFICATIONS AP�D SHALL � ! �__.L-� --- - _ :�
<br /> � � BE AS FOLLOWS UNCESS NOTED OT��IERWISE PER PLANS OR DETAILS: � � �
<br /> ; ; � l--m- -�
<br /> 01400: INSPECTIONS AND SPECIAL INSPECTIONS � MEMBER SIZE HANGER
<br /> THE CONTRACTt?R SHALL BE RESPONSIBLE TO COO�DINATE ALL INSPECTIONS REQUIRED BY TtIE Sa,W�d LUMBER "U" SERIES TQ MATCH LUMBER SlZE �
<br /> 06071: PRESERVATI� TREATED WOOD PRODUCTS , r �
<br /> LOCAL BUILDING DEPARTMENT. � 3.125' I�DE GLULAM BEAM HGUS3.25/10 � �
<br /> PRESERVATIVE TREAfiED WOOD StiALL BE RE:QUIRED FOR ALL WOOD THAT FORMS THE STRUCTURAL 5.125" WfDE GLULAM BEAM HGUS5.25 10 { � �
<br /> SPECIAL INSPECTIONS ARE NOT REQUfRED UNLESS OTHERWISE REQUIRED BY THE BUILDING OFFtCIAL. t SUPPORT OF fiHE BUILDING, BALCONIES PORCHES, OR SIMILAR PERMANENT BUII,DING APPURTUNENCES � � � �
<br /> � THAT ,.4RE EXPOSED TO THE WEATHER WITNOUT ADEQUAfiE PROTECTION FROM A ROOF, EAVE, 6.75" WIDE GLULAM BEAM HGUS6.88/10 � } � �
<br /> OVERHANG OR OTH€R COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION AT THE SURFACE 8J5" WIDE GLULAM BEAM HGU9.00-SDS � 4 �
<br /> OR AT JOI�JfiS BETWEEN MEMBERS. � ��
<br /> i 01401; STRUCTURAL OBSERVATION i MA,NUFACTURED WOOD "I" JOIST "lUS" SERIES TO MA�CH "I" JOIST SiZE � � � �
<br /> STRUCIlJRAL OBSERVRtION IS NOT REQUIRED. � ALL WOOD (NSTALI_ED ABOVE GROUND AND RESTING ON AN EXfiERIOR CONCREfiE OR MASONRY 1,75" WIDE PSL OR CVL BEAM "LBV" SERIES TO MATCH DEPTH ; ' i �
<br /> f FOIJNDATION WALL_ LESS THAN 8 INCHES FF20M EXPOSED EARTH. � 2,69" WIDE PSE. BEAM "LBV" SERIES TO MATCH DEPTH i } �
<br /> 02000: SITE CONSTR�IC��IQN � �
<br /> �� ALL SITE CONSTRUCTION SHALL BE CONSISTEN� WITH THE GEOTECHNICAL ENGINEEf�tNG � 3,5" WIDE PSL OR LVL BEAM �GLTV'" SERIES TO MATCH DEPTH � I Q�
<br /> POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB 5.25" WI1�E PSL OR LVL BEAM "GLTV" SERIES TO MA aCH DEPTH z ►�'�`
<br /> �� RECOMMENDATIONS AS NQrED IN TI1E GEOTECHNICAL ENGINEERING REPORT (SEE SECTION 01300� AND OR �OOTING THAT IS IN DI�?ECT CONTACT 4�TH THE �RRT��. EXCEPT; � „ „ „ r � � � �
<br /> I IN SUBSEQUENT DIRECTlVES. � 7 WIDE PSI_ BEAM HGLTV SERIES TO MATCH DEPTH � �
<br /> �� 1. IF" LOCATED IN BASEMENTS Ohd A CONCRETE PIER OR ME;AL PEDESTAL, 1 INCH ABOVE ��iE Q
<br /> � Q2260: E?(CAVATfON SUPPORT AND PRO't�CTION SLAB AND SEPARATED THEREFROM BY AN IMPERI�OUS MOISTURE BaRRIER. a `
<br /> '' EXCAVATION FOR FOUNDA110NS SHALL BE PER P[.AN DOWN TO UNDISTURBED NATIVE MATERIAL PER I � €
<br /> 1HE GEOTECHNICAL ENGINEERING RECOMMENDAIIONS. OVER--EXCAVA�ED AREAS SHALL BE ! �
<br /> 2. IF IN AN ENCLOSED CRAWI_ SPACE OR AN UNEXCAV,4TEB AREA WIININ THE BIJILDING 06104: SHRINKAGE OF WOOD FRAMING
<br /> � BACKFILLED W1fiH LEAN CONCRETE OR PER GEOfiECHNICA(_ RECOMMENDAfi�ONS AT THE CONTRACTOR'S PE€21PHERY AND SUP�ORTED BY A CONCRE�E PIER OR PEDESTAL MORE THA,N 8 INCHES FROM SHRINKAGE IN WOOD FRAMfNG IS DUE TO LOSS OF MOI�TURE CONTENT AND TO COMPRESSION OF I �� i
<br /> ! EXPENSE. EXPOSED GROUND ANQ SEPARATED THEREFROM BY R,N IMPERVIOUS MOISTURE BARRIER. I ASSEMBLIES OF WOOD COMPONENTS. PLUMBI�JG, ELECTRICAL, A��D MECHANICAL SYSTEMS AS WELL i �
<br /> � AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUfLT TO ACCOMMODATE i/4 INCH PER FLOOR , � � �i
<br /> EXCAVATION SLOPE=S SHALL BE SAFE AND SHALI NOT BE GREAIER TWAN THE LIMITS SPECIFIED BY 3, SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN IMPERVIOUS � WOOD SHRINKAGE. THE USE OF KILN DRIED LUMBER AND PROVfDING A D�YING PROCESS TO THE ! � � �
<br /> LOCAL, STATE, AND NA�iONAI_ SAFET`t REGULATIONS. MOISTURE BARR�,ER SEPARATION WI�H EXPOSED EARTH. � FRAMING MEMBERS PRIt�R TO APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE � �� �
<br /> SHRINffAGE. � �
<br /> INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALI_ BE PER 1'NE SHORiNG DRAWINGS, q-. LEDGERS AND FURRING ATTACHED DIRECTLY f0 THE INTERIOR OF EXTERIOR CONCRETE OR �
<br /> ` NOTES, AND SPECIFICATIONS. MASONRY WALLS BEf�OW GRADE. � �•.•�{
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<br /> 02300: BACKFILL AND COMPACTION PRESERVATIVE TREATMENT SHALL BE PER AMERfCAN WOOD PRESERVERS' ASSOCIATION AWPA � 06160: WO(7D SHEATHING ; , .�..a � '
<br /> BACKF��C SHALL NOT BE PLACED UNiIL THf REMOVAL OF FORMWORK AND OF ANY DEBRIS. BACKFi1:L SPECIFICATION G2 AND C9 OR APPLICABLE STANDARDS. � � � STRUCTURAL WOOD SHEAT�IING PANELS SHALL HAV� APA GRADE TRADEMARK OF THE AMERICAN ' • �
<br /> BEHIND ALL WALLS SHAL�_ NOT BE PLACED UN��iL fiHE WALLS ARE PROPERLY SUPPORTED. ALL � PC`�WOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL �E� C-D INT APA WITH EXTERIOR GLt�E
<br /> BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE CONSISTENT WITH THE GEOTECHNICA�, (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1, PANELS SHALL H�VE T�1E
<br /> ALL FASTENERS (NAILS, BOLTS, ANCHOR BOL7S, PLATES, HANGERS, ETC.) IN CONTACT WI7H TRERTED � � �
<br /> ENGINEERING RECOMMENDATIONS. LUMt�ER SHALL BE COR�20SION RESISTANT G-185 HOT DIPPED GALVANIZED PER ASTM A153 OR FOLLOW��IG THICKNESS, SPAN RATING, AND FRSTENING UNLESS NOTED OTNERWISE PER P�AN: � I �
<br /> STAINLESS STEE�. � EDGE FIELD � E Q�
<br /> � N aILS NA�ILS � -�, q �
<br /> ; ROOF: 7/16" 40/20 APA RATED OSB 8d AT 6" 8d AT 12" �, o � �
<br /> � � F1:00R: 3/4" APA RATED STURD-1-F�LOOR OSB 40/20 T&G 10d AT 6" tOd AT 12" ({ � Q �
<br /> t SHEARWALL: 7f16" k1PA RATED 24/16 EXPOSURE �, OSB SEE SCHEDULE SHEET S1.1 1 # � � � �� �
<br /> � � � �
<br /> ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE �NSTALLED FACE GRAIN PERPENDICULAR TO � I. }' �� f =�
<br /> � SUPPORTS AND IN A STAGGERED PATTERN UNCESS NOTED O111ERWISE PER PLA��: BLOCKING AT 1 � � .�
<br /> ; � INTERMED�ATE FLOOR AND ROOF SHEATHING JOIN�;S SHALL NOT BE REQUIRED UNLE�S NOTED � � � � �
<br /> �' � OTHERWISE PER PCAN. SHEARWALL SHEAiHING SHALL. BE BLOCKED AT ALL £:DGES WI�:H 2X OR 3X � I � � �
<br /> � FRAMING PER SHEARWALL SCHEDULE � �
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