Laserfiche WebLink
� PROJECT GENERAL NOTES � � �n � � � � <br /> � �ToN ���j J 0 a � °m �°n <br /> GENERAL REQUIREMENTS & DESIGN CRITERIA — <br /> � �� � I� ti �' o0 <br /> PUILDWCx CODE: 2�15 INT�RNATIONA� BUf�DWC� GOD� II�C) ��,� * J z Z 3 m <br /> •�` � �z J � O � Z �N <br /> MAtERIALS StANDARDS: R��ER�NCE TO A SPECI�IG 5EGTION IN TN� (BG D0�5 NOl' R�LIEYE "' w "' Q � Z � �' J Q d' <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 � <br /> TN��� NOT�S. TN� �A7E5T �911'ION O� 7NE MATERIAL"� STANDARD� �NAI�� B� USE�_ -i c�+'� �'ys '� � 4i 41 � � <br /> � ��r 4 � `� � ° <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(�[� <br /> 4i <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 (� � <br /> . �06� 1��CKING." � o � <br /> �ISCf2�f�ANGI�S: IN GAS� O� 1�ISCi��i9ANCi�S B�fiIU��N fi�4G F'I�OJ�Cfi 9�'I�UCTUI2AL NOT�S, - M�1'AL PLAI'� CONN�Gt�D 1U00D ROO� 1"RUSSES: CONFORM 1'O IBG S�C 23�3.� "tRUSS�S." " � <br /> 7 � F <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 <br /> i <br /> ATT�NTION O� TN� �NG�IN��R BE�ORE PROC��DIN� UJITN 7N� U10RK. COM►�OSIfi�S O� V�NE�f2 AND 1U601� BAS�I� MAfi�1�lAL. CON�O}�M TO t�R01�UCT � � � .- <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 <br /> f ROC��1�fN� lUlfi�d �`I�E UJOi2K. i@OOF �g�32�� 4�/2� C—D 1 <br /> �1�00R 23� �� t��z 2� OG �TLlRD-f-��OOR 1 � � � � �..� r <br /> C O N S T f�U G T I O N L 0,4 D 5: �O,�p S 0 1�( T N� S T R U C T U R� p U i�W C� G O N S T I�U C T I O N S N,�L L N O T �X G��D �2 6� -� --� c� W c� <br /> UJALLS ���32�� 32/I� C=1� 1 � � � <br /> 1"N� 9EaIC�N l�0AD5 OR TN� CAPACIT'� O� TI�� PARTIA�I�1' GOMPI��7�D CONSTRUCTION. 1-- r- r-- <br /> UJA�LSI��TJ %,�" 05B 24/16 C-p 1 � � <br /> IUIND D�SIC�N = JC�15`f WANG��S ,4N1� CONNECTORS: SkIAL� �� "9Ti�ONCx TIE° �Y SIMP5O�1 COMPANY Oi� � }- <br /> B�51C IUIND 5P€�D C3-5�e �UST� v = il� MPN occuP�NCY c�iT��oi��r II USP EaUIvALENT A5 SP�cI�I�D IN tN�IR LAt�5t cAtALo�S. ALrt�RNAt� CONN�C1�oR5 }- � � � <br /> �XPOSUR� CA7��OR1' B IN��RN�4L PR�SaUR� G9���., �xCpi ��.18 Bl' 07N�R MANU��GTUi��I�� MA1' B� SU�STITUT�D PI�OY(p�D TN�Y N,4V� CU1�R�N7 ICG � p � � � <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 � � - <br /> NO GN�NCz�. P�R tNE MANU�AGtUR�R'S INSTRUCI'IONS. UJNER� CONN�GtOR S1'RAPS GONN�Gt 7UJ0 --�� � � z � <br /> } � � W <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 <br /> k3� 1��51CaNED FOk TN€11� Tf�IBUTARI' p��p 4Np �.IV� LO,�DS, �,�RTNC�2UAK� �4ND IUIND LOADS, COMMON. NAII� SI��S �P�GIFIED ON 7N� DRAIUINC�S ARE BAS�D �N TN� �OL.LOIUING <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 � <br /> Z <br /> PUILDINC� GOD�, INGLUDINCx 71�E �OLLOUJINC�: �d 2��z" �.131" O � <br /> _ TOT,�� DE�L�GTION LIMIT L/24ID ���{ 3�� �,145�� ct� 0 <br /> . LIV� LOAD D�FL�CTION LIMIT �/36ID 12d (I�d �INK�R) 3��4" �.I�S" } <br /> - fif�USS 11PLl�fi LOAp (N�T� I� i�SF 1Gd 3��z�� �.IG2" � �rt- ' <br /> � LAC� �OLTS/�OLTS: CON�OkM fi0 ,4STM A3��_ <br /> INSPECT10N8 <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 ❑ ❑ <br /> S�C 17�3.�. "G�N�RAL CONSTRUG710�1 R�QUIR�M�N1�5." W O.. � N <br /> i. ROOF/FLOOR FRAMWC-�: �ROYIp� i�00� �N�ATNINC� �DCs� G�IPS G�NT�R�p ��TIU��N Q W <br /> W O O D FRAM 1 N G �RAMINCa AT� UN�LOCK�D Pl�i'U190D �DCz�S. ALL �I�DOR 5N�A7NINC� �NA�� NAV� 1�9NC�U� � � Z � <br /> AND C�ROOVE JOINrtS OR B� SUPPORrt�D B1' SOLID BLOGKINC�. ALLOUJ �iS" SPAGINC-� At � Q � <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�. <br /> � PR�P.4R�D �Y ,4 PR0��5vION�� �NCzIN��i� i��Cx157�1��1� IN TN� ST�T� O€ WASNINGTON �OR ,4L�. � � Q N Lsl <br /> M�M6�R� AND GONN�CT19NS D�51C�N�P �Y OTN�RS ALONC� 1U17N SNOP DRAUJING�S. A1�� PR_S�RVATIVE tR�ArtMENT: WOOD MA7ERIALS AR� REQUIRED 70 B� "�tREAtED 1U00D" UNDER � <br /> N�CESSARY �f�IDGIN�, BLOCKIN�, BLOCKINCx PAN�LS A�1D W�� 5�'I���N�1�S SI�A�� �� l��fiAIL.�D ��I�T,AIN CONpITIONS IN �GGORD�NG� IUITN 18G 5�G 23�4.11 °P�07�CTION ACzAINST p�G,4Y ANp W W a � <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 <br /> = METAL PLATE CONN�Cfi�t� 1200� T1�USSES 11�f���A�i�ICAT�i� f200� fii�USS�S): 5k#Oi� (ALSG) QUALITI' fi58LiR�NG� F'f�OC�DLIR�S. f�RODUCTS SNA�� B€,41� TN� �i�fi ROI�kIAT� MAt�K � �L <br /> DRAIUINC�S SNALL PROYIDE �OR SNAP�S, P�ARINCa POINTS, INt�RS�C7fONS, NIPS, AND � <br /> �1AL��YS 51�OW1�i ON TN� Df��4UJiNCxS. TI�� M,4NU��CTU(��i� SNALL PROYIp� 5P�G1,4L NIP, M�fi�L GONN�Cfi0i�5/1�T 1U00D: GKB� 12ECOMM�N1�5 TWA7 ALL M�TAL WARI��UA(2� AND � <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� <br /> GONN€GTION M�TEf�lALS. 51��C1�1' T�Mf�ORL�R1� �Np }��RM,�NENT BR�GINC� �ND ��N�5�4 bA5 A MINIMUM �ING CONT�NT 6� AT LEAST 1.85 O�/5� ANI� ITS US� IS C0012DINAT�1� �Y <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 <br /> AC�ENCI'. W 7 h <br /> Z 0 O <br /> MAl'ERIALS: W � Z <br /> - S�,I.UN LUMBEI�: GON�OI�M TO G�DWC� �l�L€5 O� UJUJPA, LUGLfB OR N�Cz�4.€INCx�i@ JOINT�p � L� �- <br /> � 5TUD5 AGCEPTAB�� A7 IN7�RfOR IUAI�I�S ONLY. Wl <br /> ] M�MB�k US� SI�� Si�ECI�S �I�Ai�� _ <br /> j STUDS, MISG 2x, 4x N�M-�IR NO. 2 `� .- <br /> 1 J015T5 2x DOUC�-�If� N0. 2 <br /> � ��AM� �x N�M-FIR N�. 2 <br /> � 2" �ONCxU�-AND�C�ROOV� LAMINATED k4EAvY TIMBEf� I��CKIN� �I� USEI� ON ROOF): <br /> 1"O�1GU�-AND-CxROOVE DECK SNALL BE RANDOM LE�IGTN LAfD UJItN UJ�LL-5CA1"1��R�D <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 <br /> BOARD. �AGN BOARD SNALL ��AR ON At L�ASt ON� SUPPOR�. ONL1' ON� BOARD OUT <br /> OF TNR�� SN��� �� SP�.IG�D AT � CsIV��I LOCATION. JOIN75 UJITNIN �o" O€ �AGN OTN�R <br /> ; _ SNAI�i� B� S�PARA7�D �1' AT L�AST 2 INT�R1lENINC� COURS��. ❑ F S <br />