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<br /> GENERAL REQUIREMENTS & DESIGN CRITERIA —
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<br /> TN� GONTI�ACTO(� �ROM COMf��1,4NG� UJfTN TN� �NTIR� M�T�RI,4�5 STaNp,�f�p8 R���R��iG�p IN y'� � ��'�~' � Z W P Q �
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<br /> St(�UGTURAL RESPONSIBILItI�S: tN� ENC�INEER IS R�SPON5IBL� �OR �F�E S1"R�NG�N AND -
<br /> 5T.4BI�ITY O� TN� PRIM,4�1' STRUGTUI�� IN 17S GOMP��T�D ST�T�. � � � a d�'
<br /> CONfi12ACfi0i� R�SPON5I�ILIfil�S: TWE CON�I2ACTOR IS k�51�bNSI�L� �d1� 7H� M�ANS A(�[�
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<br /> M�t�{ODS O� GONSrtizUCtION AND ALL JOB R�LAT�D SA�ETI' S1"ANDARDS SUGN AS OSNA AND � \ � Z a
<br /> UJS�d,�. TN� CONTf�,�GTOf� 15 RES1�ON51�L� �OR TN� 5T�€NCxTI� AND 5TAE31�.ITY O� TN� D�CKINGG� IS TO �� IN51'A�L�D UJITN 70NGU�� UP 9N SLOP�D OR P17CN�D ROO��. IT IS TO � �
<br /> STRUCTURE DURING C9N5TRUCTION AND �NA�� PROVI9� T�MPORARI' SNORING�, BRAGINC� AND B� LAID UJlfib PAfifi�RN �AG�S UOIUN. �,4CI� fi-�I�C� SI�OI�LI� �� TO�=NAILED TFdROU�W �`�{� �p^ � � � Q
<br /> Ofib�R �L�M�NfiS R�QUIf��I� fi0 MAINTAIN STAk31LIfiY UNfiI� fiF#� STRUCTURE IS COMPLETEI�. IT f8 1'ONCaU� AT EACN SUPPORt IUITN �1)16d GOMM01�! NAIL AND �AC� NAIL�D A7 �ACN SLIPP012t V,1 � J
<br /> TNE GON7RACTOR'S R�SPONSIBILI�CI' TO BE �AMILIAR UJIrtN T�I� IUORK R�G2UIRED IN 7+�� WITN (Ui�d GOMMON NAIL. D�GKING �.�N�T�15 AND MOISTUR� GONT�NT MUST B� IN W -� a
<br /> GONSTRUGTION DOGUM�NTS AND T�I� i��QUIR€M�NTS �Oi� �X�GUTII�C� IT �1�OP�i�L�Y. CONFORMANC� IUfTN 1N� A(T� 112 "�TANDAR9 �OR TON�UE-AI�D-C�ROOV� N�AVY 1�IMP�R (� �
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<br /> DR.4UJING5, EX1571NC� CONDITIONS, PROJECl" SP�GI�IGA�IONS AND/OR MAtERIALS 5t,4NDARDS, - UJOOD STRUGTURA� 5E-I�ATNINC� IPLYUJOOD): LUOOp ,�fa�4-R�T�D STRUG7Uf���. SN�,�TNINC-� � N
<br /> TNE ENC�IN�Ef� S�{ALL D�T�f�MIN� UJNIGN CxOV�RN�. 1�15CI�E@ANG1�5 SN��� B� PROUGN7 TO TN� INCLUDES: ,4LL V�N��R P�7UJ0�9, ORIENTED 5?RAND �OARD, Tl-II SIDINCx, AND �j � t�7
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<br /> S7ANDARDS PS-1-95 AND PS-2-92 O� tN� U.5. D�P�i'. O� GOMM�RG� AND tN� AMERIGAN � ; �
<br /> SItE VERI�IGATION: �I�E CON7RAC1'OR S�IALL V�21�1' ALL DIM�NSION5 AND GONDII'IONS At tN� PLYUJOOD A550GI�,TfON (Af�,4). W � �
<br /> 51T� i��IOR TO ��BRICATION ,�Np GON51'RUGTION. GON��fGTS B�TIU��N TNE pRAUJINC�S ANp MINIMUM APA RATIN�x 3
<br /> ACTUaL 517E CON91710NS 5f-IA�� B� BROUGN7 TO TN� ATtENTION OF T+�E EN�IN��R ���9R� LOCAfiION fiI�ICKN�SS SPAN RATINC� PLYlU00D C-�f2,4D� �Xf�OSUR� � 3 W
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<br /> APPROYAI� �OR �G2UIVAL�NT OR CzREAl'�R l�OAD GAPACITIES AND AR� R�VI�U1�D AND
<br /> SEISMIC D�SIC�N APf��OYED �Y �I�E �NG11���12 i�1�101� fi0 ORI��i�W�. CbNN�GTO}�S S�#A�L �� INSfiQ�.L�1� # � !1Y � � -
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<br /> - M�MB�R�, P�AC� '�z 9� tN� NAILa OR BOLTv IN EACN MEM�ER. PROVIDE IUA�N�R� � � � � � � �
<br /> �NOUJ LOAC� UND�R tN� N�ADS 1�ND NU1�5 O� ALL BOLtS AND LACa SGfz�IUS B�ARINCx ON UJOOD.
<br /> C�ROUND SNOUJ LOAD, Pg 2� PS� �LAl" �'00� SNOIU LOAD, PP 25 PSF UN�€55 NOT�D OTN�RUJIS� ��.1.. N�ILS S�fA�L BE FU�L LENGTI� COMMON. N,41� ST1�,4�5 TO
<br /> SNOIU �XP05uR� FAGTOR, Ge l� SNOUJ IMPORTANC� €,4GTOR, Is I.� 1U�09 �RAMINC� AS I�ATE AS P0551B1�� IN TN� FRAMINC� PROC�SS TO A�LOIU TN� 1U00D TO �
<br /> 1�I��RMAL FAGTOR, Ct l.� 51�RINK ANU TkdE PUILDIN� fi6 S�fifiL�. �
<br /> - NAILS AND StAPL�S: CONFORM 70 IBC S�C 23�3.�0 "NA(LS AND STAPLES." UNL�SS NOT�D �
<br /> BIDD�R-D�51CzN�D It�MS (D���RR�D SUBMIttAU LOADS: ALL BIDDER-DESICxN�D I7�MS SNALL ON i�LAN6, Ndai� P�R 18G 7�8�� 23�D4.9.1. UNL�55 NOT�D OTN€RLU15� A�� N�1�.5 SN��� �� o
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<br /> INCI�UDINCa COMPOI��NTS AND CI�ADDWG I�OADS, UJN�N APPLICA�I��. D��IC�N ��IAI�L �ON�ORM SPECIFIGA�Ib�1S:
<br /> TO TI�� i�f�OJECT I�RAIUIN�S, S1��GI�ICA�IONS, MA�`�}�IALS SfiAN1�AR1�S AND/OR CzOV�f�NINC-s 5fz� L�1�1Ca7'N DIAM�7�R �
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<br /> PUILDINC� GOD�, INGLUDINCx 71�E �OLLOUJINC�: �d 2��z" �.131" O �
<br /> _ TOT,�� DE�L�GTION LIMIT L/24ID ���{ 3�� �,145�� ct� 0
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<br /> N�ILI�lCz i��QUIR€M�NTS: ial�Ovlp� MINIMUM N.�ILWCrt IN �GGOi�D�NG€ LUITN IBC TAB�� 23�4.9.1
<br /> INSP�GtIONS B'� BUILDING O�rICIAL: ALL GONStRUGTION IS SUBJ�Ct TO INSP�CtIONS BY tN� "FAST�NIN� �CN�D�4��" EXCEPt A5 NOTED ON TNE DRAIUINC�S. NAILINC� �OR ROO�lF�09R
<br /> BUI�pING O�€ICI,�� IN �,GGORp�4NG� LUfTN IBG 5�C ll(I. T�I� CONTRACTOI� SNALL GOORpINAT� pIAi�I�RACxMS/Skd�AR UJALLS Sk#ALL E3� �'�1� DRAUJINC�S. NAILS S�lALL �� I�i�iY�N �LLlS�4 AND
<br /> A�� R�G2UIR�D IN�P�GTIONS IUITN TN� �UILpIN� OFFICIAL. SUPMIT COP(�� O� ALL INSP�GTION SNALL NOl' FR�4C7UR� 7N� SUR�AG� O� SNEATNINC�. W
<br /> f��POi2TS TO T�d� �NC�IN��i2 �0f2 f��VI�UJ. U �
<br /> 5TAI�DARD �IC�Nt-FRAM� CONSTRUGTI�N: UNLES� NOTED ON 1"N� PLANS, CONSTRUGTION SNA�I� m
<br /> PR��ABRIG�T�p GONSTRUGTION: ,��.� i�f����Bf�IC,4T€p GONSTi�UGTION SN,��.L CON�O�h1 �'O IBG CON�U}�h1 TO I�C S�C 23�8 "CONV�NfiIONAL Ll�l�fi=�F2AM� CONSfi�UCfiIdN" ANi� IBC 5�C 23�4 Z Q ❑ ❑
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<br /> StANDARDS: IBG GNAPtER 23, ND5 AND NDS SUPPLEM�NI', ANSI/7P1 I, 7PI NIB GOMM�NI',4R1', 1"PI ALI� PANEL �DCzES AND �N9S OF ROOF/�LOOR aN�ATNINCz. ROOF/F�OOR SN�ATNIN�x W W � Q '
<br /> D5B 5i�€CI�ICATION, APA R�1�O�T T98-22 SWALL B� LAIU �AC� Czi2aIN F�Ei�f�Ni�IGU�Ai� fi0 Ff2AMINC� M�MBERS. � Q a �
<br /> 6c�ER1��1� SUt3M4TTAL5: SUBMIfi Pfi�01�UCT DATA AND F'i�00r O� {CC AF'Pi20VAL �Oi2�1�AMINCz MOfSTURE GONTENT: UJOOp M,47��IAL US�D �OR TN15 PROJ�C7 51�A�! N�,v� MAXIMUM MOISTUR� � � � �
<br /> MEMB�RS A�ID �AST�NERS T�IAT I-aAV� P>�EN D�SIGN�D BY Ol"N�RS. SLIBMII" CALCULAtIONS CONT�NT O� 19io �XC�PT FOR TI�� PRE55UR�-TR�AT�D U100D SILL P�AT�.
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<br /> AND �URN15�I�D Bl' tN� SUPPLIER. t�MPORAR7 AND P�RMAN�NT BRIDCxINCa SNALL B� TERM17�"� . CON�ORM TO 1�N� APPROPR(ATE vTANDARDS OF TN� AM�RICAN � a/ � W
<br /> WST��.L�D IN CON�0I�MANG� WITN TN� M,�NUFAGTUi��i�'S SP�GIFIG�TIONS. p����GTION �IMITS ���(��P12�S�i2YEi�S ASS0�1,4filON �AUJPAJ FOf2 SAUJN LUh1��i�, �LLI�I� LAMINA7�D TIMB�R, i20UNI� U �
<br /> �NALL B� A� N07�D UND�R 9E51C�N 1�OAp5 S��TION. PRODUCTS INCLUDED AR�: POL�S, 1U00D PILES AND MARIN� PIL�S. �OLLOIU AMERIGAN LUMB�R Sl"ANDARDS GOMM177EE �y
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<br /> VALL�Y AND INTERS�CTfON AR�A� (�7EP DOIIJN �CRUS�ES, JAGK 1�RU55E� AND GIRDER �/aSt�N�RS IN GONTAGt UJItN PR�SSURE �REA�I"�D LUMB�R 8� STAWL�S5 51"E�L rtl'PE 316L. AT � --
<br /> fii�USS�S) UNL�SS SI�ECIFIGALLY INC�ICAfi�t� 6N �kd� �'LANS. F�ROVII�� ALL TF�� OUJN�f�'S i�ISK ,4Np p15GI��TION, NOT-DIPP�D Cx,4�VANlz�p M�TAL N,�i�pUJA�� �Np
<br /> TRUSS-70-1'RUS5 ,4ND tRUSS-tO-SUPPORl" GONNEGtION DETAfLS AND R�QUIR�D ��157�N�R� MAl' �� INV�a71C�A1'�D FOR US� IN �I�U O� STAINI��S� St��l� PR9VID�D TNAT TN�
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<br /> CONN�CtIONS ON TN� SNOP DRAIUINC�S. TNE GONrtRAG70R AND UJOOD SUPPLf�R FOR �N� EXP�GtED �NVIRONMEN7 AND MOISl"UR�
<br /> �XP05U(�� FOR Ai�I�R01�i�I�T� U5� F3,45�p ON TN� M�TNOp OF P(��S�RVATIV� TR�ATM�NT O� �
<br /> ID�NtI�IGA710N: ALL SAUJN LUMB�R AND PRE-MANUFAGTUR�D 1U00D PRODUGrtS SNALL PE T�� ����• Q v �,�J
<br /> ID�NTI�(�p Bl' TN� C�1�ADE MAI�K OR A G�RTI�IG,4T� O� INSP�GTION 155U�p BY T�#� G�f�TI�YINC� OC LaJ W
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<br /> � 5TUD5 AGCEPTAB�� A7 IN7�RfOR IUAI�I�S ONLY. Wl
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<br /> JOINTS (GONTRO�.�€p R�NDOM �,4Y-Lli�). TN� p15T,4NC� ��TLU��N €Np JDINTS IN
<br /> ADJAC�NT COURSES MUST B� AT ��A"�T 2' APART. �ND JOINT� IN MID aPAN aNAL,L BE
<br /> �N[� M,4fiCb�l� OR US� *l� GACs� M�fiAL Si�LIN� AN1� �i�IVE FI`� IN`�d fi�R�CU�° SLO� IN
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