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<br /> � TIMBER CONSTRUCTION CRITERIA �
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<br /> SPECIFIGTION FOR WOOD CONSTRUCiqN,2p05 EDITqN(HEREAFiER
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<br /> Q NOTES AND SCHEDIlLES FOR THICNNESS.SPAN MTNG.BLOCKWC Rl W coMeOn Ir ato.f71� 9ESKiH SPECFIG1TqN5 FOR METAI PLA7E CONNECTED N0"'�T o E 8 I
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<br /> 1 SUPPOp7MGMEMBERSWRHADHE5IVECONFOHMNpTpApA ��ip� Rl����� 1�7'ao.i�i� SPANSANDCONDfT1pNSSlpNMpliHEDMWIN(3S. � '�-I I i I I
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<br /> ��W� E��p���� (713aa BOX �TER��P�VIDE D:�AILS FOR ALL PEHMµEM 7RUSS SMOOiH FABRIC SH�LL CONFORM TO ASTM At&5.
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<br /> DRILLED FAyc�c p�TALLED IN WOOD MEMBERS SH�LL BE BARS SHALL BE BENT CALD.BARS PARTIALLY EMBEDOED IN
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<br /> TREATED(SEE SHEM WALL NECESSMY BRIDGINQ BLOCKING,BLOp(NG pANELS,WE8 �. THE LEAD FpLE Fpq lA�SCREWS SNALL Fi�VE THE SM1E EXPOSED TO EARiH OR WEA7HER W
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<br /> 90LE PUTE SHN.L BE ATTACH TO FRAMING BEtOW d 1B01ULLS Q M SiliICT ACCARDANCE WIiH 7ryE MAMIFACTURERS NOIE SHALL NpT BE REOUIRED FOR DI�METF'.a LESS �T E%POSED TO EARTH OR WEA7HER (,�} U
<br /> 12'o.c U.N.O.(SEE SHEAR WALL SCHEDULE fOR BAW�E pF pECOMMENDAiION,A THiU719'OR LESS,PqONDED EDGE,ENO'�dD SPI�CMG IS ��8 WALLS WRH�1 t AN�SMiLLLEp 0.75• Q
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<br /> PREFABRICAiED WOOD Jpl$7$$ryA�gE DESIGNED BV iHE 5. UG ANp Wppp$�pEWS SNALL BE INSTALLED BY � W
<br /> MUD SILL PUTE SH�LL BE BOITED TO CONCRETE WfTF1 y9�p AN�Hpqg MMIUFACTUflEH FOR SPhNS AND CONDIiIONS SFIpWN ON 7HE TURNINO OF A WRENCH,SCREW ORNER,Oli SCREW 6UN WELqNG
<br /> BOLTS�6-0'o.C.MI�9�1/B'PLATE WA$lIERS.PROVIOE MMII,qJy(� OMWMGS AND SH�L�BE FUqNI$HED MD IN$TALLEp IN NpT DRIVEN BV A HFLIAER ��T WELD REINFORpNG BAR3. Q � W
<br /> BOLTS PER PUTE w/(I�BOLT LOCATED NOT MOfiE 7HAN 12 OR LES$ CpNFppYANCE WRH THE MANUFAC7URER'S INSTRUCTqN$, 6. ALL BOITS AND UG SCpEWS SHALL CONFOFiM TO ASTM Z (n a
<br /> THM11�)�T DIAMETERS FROM EACH END. THESE PHODUCTS SFUII BE MAMIFACTUpED 70 iHE SPECIFlCA7pN. M/�T SETTu1�3 Q W
<br /> STANDARDS SEf FOHiH IN 7HE FOLLOWING ICC pEPORT; 7. WASHERS SNi1LL BE INSTALLEU UNDER THE HEADS AND REINFORCEMEHf ANCHOR BOLTS,OH ANV F.AIBEODED fTEM Z � $
<br /> TYO STU05 MINIMUM SNALI.BE PROVI�ED�T 7NE ENDS OF WALL$,AT NUTS OF ALL BOL7S M10 UO SCREW$BEARNIG ON W��MIN 7HE CONCRE7E,MAV NOT BE SET NTO THE CONCpETE � � U m
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<br /> HEADERS.POSTS OF BUILT-UP 2X SiUDS SFULL BE NAl1,ED TO EACFi OPEN WEB W1700 JOISTS ICC REPOflT Np,ESR•1T71
<br /> O7HER PER THE POST SCHEDULE.SOUD BLOCKNG FOp Wppp ppgTg GLUED LAMWATED MEAIBERS SlULL BEAR AN ARC LAP SPIICES � 0' �
<br /> SHALLBEPROVIOEDTHROUGHALLfL00RSTOSUPPpqTMEMBERS CHICALLVTREATEDW0008CARROSqNOFCprFdECTOR$8 � �
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<br /> ASTM F7867.ALL NAILS SPECIFIED ON THESE DMYANG$,EITNER �p�,�g��i�y�,y� CANFOHM TO ASTM C80,GMDE N-1 MEDIUM WEIGHTCpN�pET�
<br /> DRIVENWfTHAH�MMERORPNEUMATICDEVICESHN�,HAyE7�{E Fp.p,�ppPS1,Fv.I90P$1(2ppp�q�pIUSCAMgEp TIGIBERC0INECTONSANDFASTENERSINCONfACTWRH UNITS.MINIMUMCOMPRESSIVESTRENGTHSWLLLBEipppp$�p�.�
<br /> FOLLOWING PROPEFTIES; UN.O.) pRESERVATIVE-TREATEp OR flRE�REfARDENTTREATED THE GROSS ApEA 61900 PSI ON iHE NET MEA
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<br /> qNkTg�AOIEE� Od91 O.IaB O.1�B 0.182 0.192 COMBINATION2�F-VB CONFOflMTOASTMC270T'PESANDCURHEMIBC.
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<br /> FIHEREfARDENT TREA7ED LUMBER CAN BE USEO WHEN F�(pERIENCE OR CURRENT IBC.MINIMUM COMPRESSIVE
<br /> �LL PQSTS 8 COI.UMNS SHALL BE ppUC,IAS qp APPROVED BY iHE ENGp1EER Oq MCfIITECT. STRENGTH SNALL BE 1800 PSI AT 2B DAVS.
<br /> COMBIN�71pN S
<br /> Fc.2�00 P51.Ft.t.600 PSI.E.2000 KSI 7HE CONTFUCTOR SHALL BE RESPONSIBLE FOR SELECTION OF GROUT w
<br /> THE APPNOPqU7E CONNECTOR OR FAS7ENER COATING BhSED �pryFORM TO AS7M G78 AND CURREM IBC.PROPORTqN$MAy �-
<br /> �LUED LAMpUTEO PRODUCTS E%POSED TO WEATHEH Ofi ON TNE INTENDED END USE OF THE COfNECTOR Oil FASTENER BE BASED ON UBORATORV OR FIELD EXPERIENCE OR CUpRENf
<br /> MOIS7URE SHALL BE TREATED WRHµAppqpyEp AND THE CHEMICAL PRESERVATIVE USED N TiE TREAiMEM IBC,MINMUM COMPRESSNE STREN(3TH SH�LL BE 20pp pSl AT 2B Z
<br /> PRESERV�TIVE. OF THE LUMBEH fON NM1IICH R IS IN COHiACT DAVS.USE FINE OROUT E%CEPT fAARSE GROUT M�V BE USED R� J
<br /> ENGMEERED WOOD 6 STRUCIURAL�ppppg����p
<br /> 7HE FqlOWVX3 7ABLE SHALL BE USED FOR SELECTION OF SPACES�•OR MORE W BOTH FqRIZONTAL DMENSIONS. Q
<br /> PR TS SPECIFlED IN THESE DRAN�N�$µ�y gE CONNECTORS&ISED ON OALVANIZED COA7RX3 Oq$TAMF$$ RE��pq�pp g�qs W
<br /> SU&STRUTED FOH N,TEqPW7ryE A1µ��NpEq�Pp��� S7EEL FASTENERS USED SHALL BE MI1DE OF THE SMIE �pryFpqy TO NOTES FOR•REINFORCING BMS,•UP BAp$pT 2
<br /> SUBSTIMIONS ApE SUBJECT TO A REVIEy/µp�ppqpyly,gy �1EHULL AS THE COfNEC70R SPLICES 50 DU FOH p,11,I5,AND 70 DIA FOR URGER BARS, W
<br /> 7HE ARCHRECT AND STRUCTUpA�EN(`,Q,�ER Vi
<br /> THEFOLLOWWGLUMBERPRppUCTS$F41�ygEu{ASTAMP ryp7ES: BLOCKPATTE{W
<br /> wDIGi1NG THAT THE MANUFACTUqEq CpNFpql,��Tp I. 50%.OOT SW MI BOR�TE USE RUNNING BOND 0 AlL LOCA710NS U.N.O.WHERE STACI(BON �"� ������Z
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<br /> ALL MEMBERS SH�LLL BE FABflIG7ED M�rtH A W�7ERPROOFR/(3 ACOC d ACO-0.Al.KALJNE COPPER OUAT aert wn�an
<br /> ADHESIVE PER ASi)A pn5p, CBIMA 6 CMB.COPPER AZ07E OESIpN SiREN(iTH oeiva �u.w
<br /> NOPFDOT.OTHEH BOt1AlE �SSUMED UL7YU7E C01APqESS10N SiRENC37H/m OF THE pAU �� mm.w
<br /> ACU.�►WONWCAL COPPER ZM�C ARSENA7E �SSEMBLY IS 1500 PSI 0�DAVS EXCEPT WHERE A 200p PSI SV{EET NO. OF 10
<br /> A3.9EMBLY IS SPECIFIEO ON THE OMWINGS. A�
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