GENERAL PR���CT SPEGIFIC DESIG� �RITERIA ENGINEER�D WQ�D CONSTRUCTIQN REQ�IREMENTS �TRUCTURAL STEEL
<br /> 1. ALL �C}NS�RU�TION SNALL �aNFOR�/l TO THE REQUlR�IIr]ENTS OF THE �012 EDIT��(� w�n��esign oata 23�3,1.1 Lumber. Lumber use�for Iflad-supp�rting
<br /> OF�1�E [NTERNATIONAL BIJILDII�IG CQDE {IBC�. _________________________________________________________ purposes,
<br /> 2. TH� ARCHITECT/ENGINEE� �ARGNIEl�GR� 15 i�OT RESP�NSIB�E FOR THE LQCATiON OF wina�esign spee�, vu = ��o M��,va$d = s�M€�H including end-joir�ted or edge-gl�ed lumber, machine �. ALL. STRUCT�RAL STEE� FABRICATION AND EREGTION SFfAL�. � �
<br /> Wind Exposure = B shall be CONFORM TO TNE SPEGIFICATIEI(�S AS STATED IN TI�� MAIUUAL {�F
<br /> PROPERTY L1�IES AND/�R EA�EME(�T, SOIL �QN�ITfONS, NIECHAI�ICAL AI�� stress-ratetl or machine evalua�ed lumber,
<br /> Wind Irnportance Factor, 1w = 1 A
<br /> ELECTRICA� V+lQ�K, AND TH� PRESElVCE OF UTI�ITIES N{�T REPORTED TQ T�iE identifiied by the grade mark of a lumber grading �r ir�spection ST�EL COI�STRU�TI�N BY A.I.S.C. SH�P �RAWING SHA�L BE �---� �
<br /> Internal Pressure Coefficient= +/-0.18 � W
<br /> A�CH/E(�GR 1N WR17lNG BY THE QWNER. �tz = 1.�� agency that has been approved by an accreditatior� bady Sl1BMITTED FOR REVIEW BY ENG(NEER. STRUCTURAL S1'EEL SNA�L �
<br /> 3. THE ENG(NEER IS NOT R��PO�IS(BLE FOR FIE�.D REVIEW aF GONSTRUCTIQN UNLE�S Ktz = o,a5 tl�at camplies with DOC PS 20 �r equivalent. �rading MEET THE Ft�I�LOWIN� MiNIMIJM REQUIREI�ENTS, IJ.O,N.: � � � •
<br /> SPECIFICALLY EiETAII�ED FC}R THAT PURPOSE. Seismic Design Data practices U1/iDE FLANGE AND INT SNAPES ASTM A992 � � � � � �
<br /> 4. DRAWINGS SHA��. NQT BE �CALED, WRIT`I'EM1! DI�IENSIQ�I� S�1ALL GOVERN and identification sha!! camply with rules published by � �� � � r� �
<br /> CONSTRIJCTlON. TNE CONTRACTaR �HRLL VERI�Y DII�ENSIOfVS PRfOR TO fmpartar�ce�actor= �.o ar� agency approved in accordar�ce witl� the pr�c�dures of OTNER SNAPE�, RQDS, A�D PLATES A�TM A36 , 4 c.,� � �.:
<br /> GONSTRIJCT(01� AND ANY DIS�REPA�iCIES SHALL. �E BR�ElGNT TO THE ATTENTION flF Ss = 1.29g, s� = o.�s� DOCP� 20 ar equivaler�t procedures. Ir� lieu of a grade mark TtJBES ASTM A500 GRADE B � � � ���` �
<br /> THE �RGH/EI�GR SO THAT C�ARIFICATIaN CAN BE MADE. ALI. DIMENSIONS RE�ATED sate ciass = � an the material, a certificate of lnspection as tc� species and PIP� AS1"N1 A53 GRADE B � � � ��� �
<br /> s�s = �.$sg s�� = 0.�7� rade iss�ed by a I�mber- radin or ins ectian a enc � �� � �W r� ��
<br /> TC} EXISTING CON�ITIONS �NAL.L BE VERIFIE� �Y TH� C4NTRACTOR AND SHA�L BE � 9 9 9 P 9 Y � ����
<br /> S�C = � m e e t i n �h e r e u i r e m e n t s o f t h i s s e c t i o n i s e r mitt e d to b e �. BOLTS S�iALL CUNFORM TO THE REQUIREMENTS �F ASTM A325. �,
<br /> S�1 B M I T T�D T O T N E A R C N/E N G R F O R R�V I�W P R l O R T O C O�I�T R U C T I O N. D I M E N S I O N S seismic System = K. �igt�t trame wa0s with shear panels-wood structural panels/sheet steel pane ls � � � � �
<br /> FOI�LOWED �Y A +1- SYMBO�. SHALI� BE FIE�.D MEASURED AND V�RIFIEE� PRiDR TQ Design Base Shear = 8.38 ki�s accep�ec�for precu�, remanufactured �r raugh-saw� lumber, HIGH STRE�GTH 8��.�'S S�IALI. COl�FOR� TQ TH� REQl11R�MENTS �� �� � ..���� ��
<br /> C�MI�ENCEME�JT. Cs = a.�32 ar�d f�r sizes larger�han 3 ir�ch�s �76 mm� nomir�al aF ASTM 325X, BOLT NO�.ES SFIALL BE 1/1G° LARGER 1� DIA�IETER � ��:.�,�,
<br /> 5. DETAiLS OF Ca�lSTRUGTIlJN �10T SHC�W�I OR �1QTED �HALL BE COI��IDERED QF TNE � = s.� thickness. THA�I TN� BOLT, UNLESS OTHERWISE NOTED (U.O.N.) QN TNE
<br /> SAME CHARACTER SNOWN FQR SIN�IL.AR C�NSTRUCTIUN, SPEClF1CATIt�NS, WNEf� Ana►ysis pr�cedure: ��c� 1j.�, 11.5&12,8 APPr�ved end-jointed lumber is permitted to �e used DRAWINGS. �
<br /> PROVIDED, ARE A PART OF THESE DRAWI�IGS, SE� �PECIFICATIONS FOR MATERIAL in�erchangeably
<br /> AND 1N�RK�IANSNIP REQUIftEME�TS. with solid-sawn members of the same species Sl�ear Cor�r�ectors: AST�I A 10�, Grades 1(l15 throug� 1020,
<br /> 6. TNE CONTRACTOR SHAl.L PRQVlDE �LL LABQR EQ�IPMENT, MAT�RlAL A�1D SERVICES S�ow Laads and grade, headed-stud type,cold-finished carbor� steel; AWS D1.1, Type B.
<br /> NECES�ARY F{�R T#iE EX�C1J�'10N OF ALL CONSTRl1CTlt}i� INORK A� �HCIUVN ON THE Flat-roa�snow Ioad,pf = 25.0 psf
<br /> DRAWINGS AND AS N4TED IN TH� SPECIFICATIONS. 2303.1.2 Prefabricated wo4cl lAjais#s, Str�ctural capacities # r
<br /> Snow expasure factor,Ce = 1.00 and desi�n provisions for prefabricated waod 1-jc�ists 3. A�.I�WELDII�G SHAL� G�MPLY�0 AWS D1.1, LATEST EDITION,
<br /> 7. TNE CONTRACTOR SFIAL� CONfPARE THE DRAWINGS AND NQTIFY THE AR�H/ENGFi (�F Snow laad impartant tactor,ls = 1.00 shall be est�blished ar�d mo�itored irt accord���e with CONTRACTOR SHALL SL1B(UIlT WELD PRflC�DURE SPEGiFICATI�NS
<br /> A�}Y DI�CREPANC(ES PRfOR T� C�M�IENCIIVG WITH THE UVORK. 7r�ermat tactor,�t= �.00 AS1'M D 5055. FOR EACH TYPE �F WELD JOINT TO ENGI�VEER AND SPEGIAL �
<br /> 8. TEMPORARY BRACI�G AND SHORI�IG NE��SSARY T� ��JPPORT ANY PORTI�� ClF 7HE IN�PE�TOR FOR REVIEW PRI�R TO START OF�lORK.
<br /> STRIJCTt1RE DIJRING CONSTRUCTlQN IS TNE RESPONSIBILITY �F TNE C�NTRACTOR. �rauity �oads* �
<br /> 2303.1.3 Structural gl�ed-laminat�d timber. �I�ed-laminated � �
<br /> timbers shall �e mar�ufactured and identified as required 4. A�.L WE�.DS SHA�.L BE N1ADE Vt11�H A FIL�ER �fETAL THAT HA� A �
<br /> �CIUIUDATIONS �oat �eac� �.oaa = �� ps� � c�
<br /> Rc�of Live Load = 25 psf in AITC A190.1 �r�d ASTNI D 3737. N1II�IMUM CHARPY V-NOTCH TO�JGNNE�S OF�0 FT-L.B� AT MI�IUS 20 �
<br /> 1. ASSI�MED A�.LOWE� BEARING PRESSURE IS 2000 PSF AT NEW Floor Live Load {Office) = 50 psf DEGR�ES F., A� DETER�IINED BY AW� CLA��IFICATI�N OR '� � �"
<br /> FOI.INDAT(ON� AND IS NOT C4N�IDERED AT EXISTING FO�NDATI0�5. AT Flaor�.ive Load (Residential} = 40 psf, Balcony = 60 psf �303.1.4 Wo�d struc��ral par�els.Wo�d structural pa�els, MAI�UFACTIJR�R CERTlFIC�TION. �
<br /> Blfi�DING �FFICIAL OPTI��, GEOTECNNICAL ENG[E�EER SI�ALL VERCFY Flaor Iive Load Corridor = 100 psf when used structurally (includin�th�se usecf for siding, roof � �'
<br /> � } and wa11 sheathir�g, subflooring, diaphragms and builtu�p �. ALL �TRUCTURAL UI�ELDS SNALL BE PERFORNfED BY Vi/El�DER � � '
<br /> PLACEMENT OF FILLS AND FOUNDATIONS PRIOR TO PLI�CEMENT QF FI��.�. Par�itiot� Loads = 10 psf (resi��ntial} members� s�ali conform to the requirements fc�r their type ACCEP7ABLE TQ TNE ARCH/ENGR. CERTIFICATI01�� SHALL BE �' .
<br /> � �
<br /> Par�iti�n Laads = 20 ps€ (r��fice} ir� DOC PS 1 �r PS 2. Each anel �r member shall be SUBMITTED TO THE ARC�IJENGR AN� TME BU(LDE�JG OFFIC(RL. I�UST �
<br /> 2. S�ECIFIED CONCRETE (�IX AS F�L.LOWS: Floor Dead �.oads - 12 psf {residential} identified � �E WABO C�RTIFIED. � � � �
<br /> C�NCRETE MiX At rest earkh pressure = 6Q pcf �
<br /> for grade and glue type by the trademarks of an approved �
<br /> TYPE OF CO�PRESSIt}N STRENGTH *AS AppIIC�b1� C"� 1�,) .
<br /> MAX W/C RATIO ENTRAINED Alft SACK MIX t2Stlllg aCld gl"adlClg �g�C1Cy. WqOd S��UCtl�r�l ��tl�l 6. Nfl1�C112t�II1C, Shrinkage-Resistant�r�ut: Premixed, C10fIt11�t�IIIC,
<br /> coNST�uC��o�v C 2s�AYs, ��i INOOD C�I��T�IJCTI01� {CARPENTRY} components shall be designed and fabrica��d in accordar�ce nc�ncorrosive,nanstaining grout containing selected silica �ands, �- t� .
<br /> s�.a�o���at�� With the applicable standards listed in Section 23Q6.1 and portiand cement, shrinkage com�ensating agents, plastici�ing and ���"
<br /> (���'�Rlo�} 300o identified b �
<br /> 5�,�oN��Ao� R�FERE��E STAI�DAR�: WOOD FRAMI�IG SHAL� CON�IRM TO THE REQU1RENfENTS OF TNE FOLLOINC�IF STANDARDS; Y the traderr�arks of an approved te�ting and water-reducing agents, campiying withAS71� C 1107, of consistency
<br /> 300� 0.45 �°lo ItiS��C�ld11 suitabl�for application, ar�d a 30-min�te working tirne.
<br /> {�x��Rio�} NFPA- NATIO�AL DESEG�1 �OR WO�D CONSTRl1CTI0N agency ir�dicating c�nfi�rmance with the applicable "`� �
<br /> �ASE���vTw��� 2�00 0.50 � j/2 ANSyTPI - I�ATIONAL DESI�I� STAN�ARa FOR METAL PLATE CON�ECTEC� WOaD TRUS� CONSTRUCTiON. standard. [n addition, wood str�ctural panels when 7. UN�.ESS �OTED OTHERWlSE, DRILC.ED CO[�CRETE ANCHORS AND Q � �
<br /> NIATERIAL permanently SEL.F-DRCL�ING AN�NORS SNALL BE BY iTW R�1N1�ET/REDNEAD. � � '
<br /> FooT�NGs 2500 �.�0 5�12 exposed in t�utdoor applications shail be of e�erior CO[VCRETE INSERTS, CO[L LOOP II�SERTS AND FERRIJLE LOOP � �
<br /> COiVT. FOOTINGS 2500 0.50 5112 SAWN �.UMBER tYPe, except that wc�od structural panel roof sheathirtg ex� INSERTS SHA�.L BE BY �UFtKE. APPROVED EQUALS MAY B� � �
<br /> �s� s�z� s��C�E�/G�Ao� ��N. °�s��N pased t�the outdoors �n the �anderside is permitted to be SUBSTITUT�D. °"
<br /> 3. CONCRETE REI�IFORCEM�NT SNALL COI�FORM TO ASTI� A61�, AND PER BELOW. VALUE in�erior � •
<br /> �� = ���ps► typ� b�nded with e�eric�r glue, F�posure 1. � � _
<br /> REBAR- PER ASTM A615 STl�D 2 X 4, 2 X 6, 3 X 4, 3 X 6 HEM-FIR {N} Fc = 925 psi
<br /> n ;
<br /> #4&�.ESS GRADE 40 �ill Plate 2 X 4, 2 X 6, 3 X 4, 3 X 6 HEM-F1R {N) Fb = 775 psi ;
<br /> ,
<br /> i
<br /> #5 &GREATER GRADE 6� Fc = 925 psi � ,
<br /> Posfil Calur�ns 4 x DOUG-FER#1 Fc = 135�psi
<br /> �TF�U�TURAL T��TS A�fD I�I�PECT(C}�IS �
<br /> � '
<br /> COVER FOR �iEINFORCEME�3T SHAL,I� BE AS FOLLQW�. (Where applicable) � � �
<br /> �i Post 1 Column 6 x DOiJG-FIR#1 F� = 1000 psi '
<br /> FOQ1'INGS &RETAINiNG UVAL.�� (CAS7 Fb = 850 psi 1 , CONC�ETE SPECIMEN TESTING AND P�ACING OF � '
<br /> AGAINST SOIL} 3"COVER JOISTS 2 X 8 T{l 2 X 12 HEM-FIR (N) #2 �v= 95 psi R�INFORCED CONCRETE PER IBC SE�TiQ�3170A�.4 .,,� ;
<br /> SEJRFACES EXPOSE i0 EARTH 0�WEATHER 2"COV�R Beam &Neaders 4 x 6 To 4 x 12 H�M-FIR {�l} #� �b = 850 psi
<br /> � '
<br /> Fv= 95 psi 2. STEEL REI€�FORCENIENT P�.ACINC, E'�R iBC TABI�E 1704.�. ; .
<br /> COLUNt�lS&BEANIS 1 �"COVER '
<br /> SLABS&ENTERIOR WALLS �'�COVER Gl�le-L.ami�iatEd Beams (GL�} iop Fiber Btm f iber S�ress Fc {Camp�essioCi} � � ,
<br /> 3, STRIJCT�IRAL STEEL WE�.DIN� AND BOLT PLACEI�EN7 PER � ;
<br /> 4. FQUNDATlON WAL.L SI�ALL EXTE�D 6" A80VE FINiS�IED �RADE. 24F-V4 120Q psi 2�40 psi 1BC 170A.3.3, STRUCTIJ�AL W�LDING PER ��G 1704.3.1. AI�L '
<br /> 5. FOUNDATIO� PLATES SHALL BE PRESSUR� TREATEI� (PT) NF 2. 2�F-V$ 2400 psi 2400 psi WELDING, SNOP OR FIELD S�IALL BE PERFORMED �Y WABO �� ;
<br /> 6. INS�ALL FOUNDATI(}�! A�CFIOR 80LTS 4` ON CENT�R (UN�) AND EMBED A MINII�UM CERTIFIED WELDERS. �- � ;
<br /> � �
<br /> 7" I�1 C�I�CRETE. ParaECam Beams {PSL} - 2.DE 2900 psi 2900 psi 2900 psi�" NA��.s Sr�A�� No�r �� ��,�v�� c�c��e��o��rr��� �rrtRr� �� �rr���� ���v�Tr� �va�cGo����rc� !
<br /> � �. MASOfVRY CONSTRUCTIO�J SHA�� BE i�1SPECTED &
<br /> *%WF{E�E PSL COL[J�1NS AR� R�Q'D PER PLAN US� �NI..Y PSL BEAI�S WiTN E-2 0 X 10 2.OE EVALUATED IN ACCt�RDANCE OF SEGTION 1704.5.2 AND P�R
<br /> 7. IN�TA�.I.WATER PROQ�ING MAT�RIALS 0(� FOIJNDATION WA�.L SIJPP�RTING 501L. , { - . } - �rr�� �a�� o� M�M����rr-ia� �� r���� ���v��rr�. t�A��..��� �a�r �o��� ���.oW o�ov P���� �
<br /> 8, ALL FOOTING EXCA11A1'IOf�S �NA�.L BE NEXT AND AS CLOS�TO FOOTING DIMEN�IONS Roaf Sheathir�g -�� ir�ch DOC PS-1 or PS-2 {APA Performance rated) 32/1� span ratir�g with Exposure I glue. :�r�a�� �� a n�n������ o� � NA��.� a,�r �ac�t ca�Tacr, �� FQ� �x a�r� � �d F�� �X � '
<br /> 32 MA�QNRY�OTES �N THE�E DRAWINGS �WI-�ERE �nAT��ia� � � �
<br /> AS PRACTICAB�.E. 3 , APPtICABLE . � � �
<br /> 9. Al�l. FO�JfVDATIONS SHA�.�, BEAR ON FIRM U1�DISTURBED Sub-Floor Sl�eathing - � �nch DOC PS-1 or PS-2 {APA Perfarmance rated)Sturd-I-Ffoar 24-in olc rating with �xposure � glu�. 7 �p���- o� ��-���.� �T�,, � ��a�iN�- Toe �a�� �-i o� � � ' .
<br /> NATIVE �OILS OR ENGINEERED F[LLS A7 Oft EXCEEDII�G DEPTHS S�IOWN ��! TH� Wall s�ruc�uraf panels - Refer�o Table 1 far thickness. 32/16 ir�dex ratir�� - 5 ply with Exposure 1 glue. ,�o�s�r o�. �arr��.��ra ��r��� o� sTua: � �
<br /> c� 2x8 MEM��R C}R��1ALLOW�� 3-I 6d ' .
<br /> DRAUVING�. ALL �OILS W�}RK AND SITE G�ADING �NALL BE iN ACCORDANCE WITH REPLAGE SPL�IT MENIBERS A#�D PRE-DRfLL HOLES WHERE IUAILC�IG MAY CAUSE WOOD D13� HO�.E � '�`"' �o� G,�ch a,��3rio��a� �ou� {�� i�vcr��� i� o��rr� �-� �d
<br /> � 1/3 SPAN EACN END OF BEA}Vl �OUB�� JQ15T�, l�.A�Ei��, Af�C1 f1�A[?��� �-I 6d AT I �" C7.C.
<br /> CHAPTERS 18 OF�HE IBC. TO SPLIT. o �� � - � T � } e�oc���v� ���rw��� �o�s� o� �,�r���: ��'' .�`�Q� �
<br /> �IETA� FRAMING CLIPS, NANGERS, ETG. SHALL BE SI�IPSON STRONG TIE. NAlL1NG � Ta �o��r o� �a��r�r�sTo� �va��s, �ac►-1 s�aE, �Ac� E�c� 2-i a� ��� �' ���..-
<br /> `� � -r� .�oE�� o� �,��r��� ��a�i���-ro� �var��; �acr� ���F �-�a� �- ' �. `��� �
<br /> SHA�.L BE IN ACGORDANCE W1TH THE MANEJFACT�IRER`S INSTRl�C7lON� UVIT�i A lVAI� �� �-~- � „},, � ��oc�f�� ��Twe�r� ��r�ro�, �ro� �r�,r��, �ac� ��a �-i o� �, ��"� -�° p" �c� �
<br /> GE�TE�NNICAL PROVIDED FOR EACH P�INCHED HOLE. WHERE NAI�.� ARE TO B� FURNI�H�D BY THE � _ � � gui�c�u� co��v�� sT��s ��� �T � 2°° o.c. � ��. � £' � � 1�
<br /> MANUFACTURER THEY SNAL�. BE E�SED IC� P�ACE OF COMN��N NAILS. ,-�� � �°° �u���oo��ra �oi��r o�������, ����c� a�a �Ac� �ai�. ��d �� � �°° a.c. � � ��=��
<br /> [N ABSENCE OF �EOTE�HNICRL A�fALYSlS, THE ��LL�WING D�SlGN GRfTER1fi IS USED: BOLT� IN NOT P�ESSIJRE TREA1"�D LUMBER SNALL 8E UN�INISHED MACNINE BULTS JOI�T � '�"" -�EAM �o� ��aT� o��o�� ���r� ro s�u�, ��v� �ai� �-� �� a�r ���, �, �'� �°�'���� ��` �,
<br /> NO �IM17 � 3-� 6� �� 2X� �°.����ttr��L��������
<br /> OF SIZES SHOWN QN DRAWINGS, CONFORMiNG TQ AST�I A307. LENGTN 0� BOLTS --� � To� �Af� �-a� fi ���
<br /> SOIL k3EARING PRESSURE: 2000 PSF SHALL NOT PROJECT LESS THAN 1/16" OR N10RE THAI� 1/2" BEYOND THE E�JD OF E�IJT. Qou���� sruns, �ac� �vai� a �a a� a �°° c�.�. s`����u�.�. �'° ,
<br /> ACTIVE EARTH P�ESSl1�E {RE�AINING WALLS}: 35 PCF BOLT HO�ES IN WO�D �HALL BE 1132`" M1N. 1/16"' N1AX. LAR�ER THAN THE 80LT -AL�.OWAs�.E AREAFOR aov���� �ro� ��a�r�s, �Ac� �aEL 2-E�� A�r ��°° o.�.
<br /> AT REST EARTH PRESSURE (BASEMENT WAL�.S): 6Q PCF DIA(�ETER. PROVID� STANDARD CUT OR I�aL.LEABLE IRC1f� WASNER U�lDER BOLT WIRES, GOPIDUITS RND PIPES To� ��a�r�s, tA�s c�+°Q°° M��i���a, ,=Ac� �v�i� � 2-i �a ,
<br /> TC7� P�TE�, ENTER��CTiONS, �AC� NAIL �-I 6d
<br /> PASSIVE PftES�URE: �50 PGF HEAD AI�D NUT WNERE�CHEY 1NOULD BEAR ON WOOD, NUTS �HALL BE TIGHT�NED H Q L ES I N B EA�S & J Q I�T� co�r«�uou� r���n���ra ��eu�, To� �ai� �-a�
<br /> �r��(i`il3 �l-��,...+I y Lr"�I � �����\ �rif\I I I itJiV�i �ril..� IV��� �"' �� ����6v� ! �
<br /> FRICTION COEFFICIE�JT: 0.35 iNHEN P�.ACED AND RETIGHT�NED BE�CIRE CONCEALMENT. c���3hi� .�o���r Tc� p,���.��� �����s, �AC� NA(L �-� �d
<br /> 1NOOD BELQW MAIN ��11L.DING PANE�.S SNAL�. BE D�IJGI.A� FIR FOR SUPPORTING B�AMS, c�i�r�� �o»T �..�����-��c� �ai�.To ��rua�:
<br /> AND PR�SSURE TR�ATED. ?�� ��� �X� �-a 6d '
<br /> �x�3 �hID UP TO 2x I 2 3-I 6d
<br /> REPORT PREPARED BY: STRUCTURAL M�NIBERS SHALL �OT BE �IOTCHED, CUT QR OTNERWISE ALTERED FOR ������To �Tu�s:
<br /> DUCTS, PiPES, �CT. WITHOt1T THE P�IQR APPROVAL OF�`H� STRUCTURAL ENGINEER. 2Xa ������o���A��Q�re� �-� �a
<br /> rQ� �ACN AE�DITION�L 2" I-1 6d
<br /> ROOF TRUSSES SHAL�, (�OT HAVE AREA BE7WEEN UV�B MEMBERS LAI�GER THA[� 42" HIGN X 24" WI[�E
<br /> �1�LESS SPECIFIGAI.�.Y NOTED C}N PLANS.
<br /> �HEET �Q
<br /> PRESS�IRE TREATI�IG:
<br /> AL.L. �.UMBER IN CONTA�T WITN CONCRETE SNALL BE PRESSURE TREATED WITN 0.25 PQUl�1DS PUU� CIJBIC
<br /> FOOT OF WATERB�RNE �ACZA) PRESERVATIVES If� ACCC}RDANC� WITH AWPA PRESS�IRE-TREATMEI�T
<br /> .
<br /> RE�'ENTIO�S FOR WESTERN SPECIE� O�LY AND TNE Gt}RRESPQNDIN�AWPB Ql1ALITY ASS�I�ANCE
<br /> PRQCE�7URE ASSOGIATED WITH THE AINPA STANDARD. PRODk1GTS �HALL BEAR THE AWPB �IARK. 80�TS,
<br /> �AILS & SGREWS USE� [�J EXT'ERIOR APPLICATIONS, OR IN PRES�IIRE TREAT�D I�ATERIAL SHA�L BE
<br /> H(lT-DIPPED GALVANIZED {PER ASTNI A153} QR STAII�I�ESS STEEL . HOLD �OW� DEVICES COATED WI�"N
<br /> CORROSION PROT�CTI4N P�R ASTNf A123.
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