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6� STRUGTURAL 1�TES
<br /> (The following apply unless Show�otl�erwlse on the plais)
<br /> �
<br /> 43. FRAMIN6 LUh�ER:5HALL BE KI W DRIm OR MG-14(M015T1JFtE GONTENT 1F56 THrW IqAS),AND 6RADED 49. TRU�'.fi SUPPLI925 NOTE:THE TRll�'i GONFI6URATIOr15,INGLUDIN6 DEPTFS AND MEN�ER SIZES SHONN 54. ►y0pp FRAMIN6 NOTFS:T}E FOLLOWIN6 APPLY UNLE55 OT}IERWISE SHONN ON THE PLANS:
<br /> AND MARKEV IN GO�ORMANGE WITH W.GL.iB.STANDARD N0.I'16RADIN6 fd,lES FOR WE5T CAAST LUNIBER ON THE DRAW�N65,INDIGATE THE DE51RF�TRU55 GONFI6URA710N AND ARE TO BE GOMPLIED NUTH
<br /> FURNISH TO hE FOLLOWIN6 MINIMR�I5TANDARDS: YVHEREVER P05518LE.IF A TRU55 MAMIFAGTUREit 15 IRJABLE TO M�T THE IAAD REQUIREMENTS 5PEGIFl� A. ALL NIOOD FRAMIN6 DETAILS NOT SHONAr OTHERYr15E SFL4t1 BE CONSTRUGT�TO THE MINIMIM
<br /> Wlh+T1�TRU�'.fi GONFI6URATION IND�GATED,THE MAWFAGTUR[R IS TO 5UBMIT MdtIttEN NOTIGE TO T1iAT 5TANDARDS OF THE IBG.MINIM�1 NAILIN6,UNLE56 OT1iERYr15E NOTED,SHALL CA�9RM TO 18G TABLE
<br /> JOISTS:(2X,3X,AND 4X MEM�ERS}. . . . . . . . . . . . . . . . . . . . . . . . . DOU6l1t5 FIR OR F�I-FIR N0.2 EFFEGT TO THE ARGHITEGT PRIOR TO SUBMITTIN6 A GOST PROPOSAL OR BID. 2904.10.1.GOORDINATE T1iE 917P AND LOGATION OF ALL OPENIN65 WITH 1�[GHANIGAL AND ARGHITEGTU�AL �
<br /> DRAWIN65.PROVI�YVASHERS IR�ER THE I�ADS AND Wf5 OF ALL BOLTS AND LA6 BOLTS HEARIN6 ON �
<br /> BEAMS AND STRIN6ER5:(INGWDIN6 6 X AND IARbER hEh�ERS). . . . . . . DOU6LA5 FIR N0.I IF A DIFFERENT SY5T8�1 15 PRUPO�'.�ED T1iAT REQUIRES REVI5ION5 TO PRL-�'�7T STRUGfURAL FRAMIN6 OR WOOD.TI6HTEN BOLTS AND lA6 SGRB"l�'i SNJ6LY A6A115T WOOD FRAMINb AFTfft WOOD HP5 REAGHED L
<br /> DEiAILS,SUGH SY5'tEM SHALL BE GOr51DERED SUB.�-GT TD Ti�APF'R,OVAL OF THE OW�ER,ARGHI7EGT,AND SPEGIFIF�MOISTURE GONTENT. �
<br /> P05T5 AND T1h�ER5: . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . DOU6LA5 FIR N0.I 5TRLGTi1FtAL BJ61NE6L �
<br /> B. YVALL FRAMIN6:ALL BEARIN6 AND SF�AR WAL1.5 SHONN AND NOT OTNERYVISE NOTED SHALL BE 2 x 6
<br /> 5TUU5.PLAT�d MI5GELLAI�f�U5 LI6HT FRAMIN6: . . . . . . . . . . . . . . . DOU6LA5 FIR OR HBd-FIR N0.2 IT 15 TI�RE5PONSIBILI'tY OF 1HE 6ENBt�L GONTRAGTOR AND'1RU55 MAMIFAGTIIRER TO VERIFY THE NEI6H'f 5'NDS e 16'O.G.AT INTERIOR WALLS AND 2 x 6 e Ib'O.G.AT EX7ERIOR WALLS.TYVO 511JD5 MINIMJM
<br /> (AS NOTED ON PLAN5/DETAILS) AND LOGATIONS OF ALL N�GHANIGAL EQUIPMENT PRIOR TO SUBMITTIN6 SHOP DRAWIN65.IT SHALL BE 51+ALL BE PRDVIDED AT T}�END OF ALL BEARIN6 AND SHEAR YVALLS AND AT EAGH 51DE OF ALL ��
<br /> 44. 6LI�D LAMINATED MEM�ERS SNAL.L BE FA�IGATFD IN GONFORMANGE NUTH ASTM D313'I AND AN51 �Tm IN THE TRll55 MANIFAGTURB25 BID W�ETIiER OR NOT AN ALLONIANGE HAS B�1 MADE FOR OP6dIN65. � ��
<br /> MEGHANIGAL UNITS.
<br /> AI90.1 5TANDARDS EAGH MEh�ER SFfALL BEAR AN A.I.T.G.IDENTIFIGATION MARK AND 5HALL BE ALI-BEARINb y7UD WALLS 5NAI-L HAVE THE�R LOY�2 WOOD PLATg ATTAGHED TO WOOD FRAMIN6 BQ.OW � er Y
<br /> ,4GGOMPANIED BY AN A.I.T.G.GERTiFIGATE OF GO�ORMANGE.GERT�FIGATES OF GONFORMANGE hUST 8E ���WIN65 WILL NOT BE REVIB"ED WIT}101lT GALGULATIONS BEARIN6 TF�57AMP AND SIbNATURE WITH Ibd NAIlS AT 8'O.G.5TA66ERED OR 80LTED TO GONGRETE NIITH 5/8'DIAMET82 ANGHOR BOLTS WITH
<br /> MADE AVAILABLE TO BUILDIN6 IPLSPC-GTOR5.ALL 51MPLE 5PAN BEAMS SHALL 9E DOU6LA5 FIR OF A RE6151HZED PROFE5510NAL EN61�5TA7E OF WASHIN6TON. 3'x3"xl/4'PLATE ViP5HER5 0 4'-0"O.G.,UNLE55 INDIGATED OTHt�1N15E.INDIVIDUAL h�5 OF BUILT UP
<br /> GOMBINATI�1 24F-V4,Fb=2p00 P51,Fv=240 P51,E=1,600 K51.ALL GANTILEYERED OR CONTINl0U5 P05T5 SHALL HE NAIL.ED TO EAGH OTHER WITH IOd-F NAILS!8'O.G.5TPb6ERF�.REFER TO THE PLANS
<br /> 50. WOOD SHEAhIIN6 SHALL 8E APA RAT�,EXTERIOR 6L.UE;EXPO6URE I,IN GONFORMANGE WITH THE AND SHEAR WALL SGHEDUL.E FOR REG�IIRED St1EATHIN6 AND NAILINb.WiEN NOT OTHERWISE NOTFD, I�-
<br /> BEAFS SFIALL BE DOU6LA5 FIR GOF�INATION 24F-V8,Po=2A00 P51,�v=240 P51,E=1,800 K51. �i Rl�
<br /> GAh�Ett ALL SIMPLE SPAN 6LULAM BEAMS TO 5,000'RADIUS UNLE55 SHONPI OT}IERWISE ON 7NE PLAN5. REQUIREMENT5 FOR T}�IR TYPE IN DOG P5-I OR P5-2.5EE PLANS FOR THIGKNE55,PAF�.IDC�ITIFIGATt�I PROVIDE 6YP�'.�IJM Y{ALL80ARD ON INfERIOR SURFAGES!�6YPSUM SHEATHIN6 ON EXTERIOR SURFAGES ,�3's
<br /> ALL 6LUI.AMINATED GOLUFRJS SHALL BE DOWI..AS FIR GOt�INATION 2,Fc=1,900 PSF,Fby-1,800 PSF, It�EX AND NAILIN6 RfiGU11RH�1BJT5. ATTAGHm TO ALL 5TUD5,TOP AND BOTTOM PLATES AND BLOGKIN6 WITH SGRENS AT 8'O.G.U5E I-U4'W
<br /> F�c=i,'I00 PSF,F=I,'100 KSF(4 LAhS MIN.DEPT}I) �6 SGRF3"5 FOR I/2'61"�AND 5/8"6NB WiERE OGG1R5.U5E I-I/4'W*6 6ALVANIZED SGREWS FOR I/2'
<br /> UNlgS OTI�WISE NOTEO�I THE PLANS,ROOF SHEATHIN6 SI�Atl.HE LAID UP WITH FAGE 6RAIN 6NB AND 5/8'EXT@210R 6YP�'.�UM SHEATHIN6,NYIERE OGC.URS.VERIFY THE FIRE A55Eh�LY REQUIRB�IENTS ��se�
<br /> PERPENDIGULAR TO SUPPORT5.ALLAW I/8'SPAGINb AT ALL PA�€I.F�i6E5 AND EM75 OF ROOF SHEATHIN6. NYi�E APPL�GABLE WITH 1NE ARGHITELT.
<br /> 46. LAMINATID VQ�t LUNBt3t(LW SHALL BE DE516NED AND MANJFAGTUR�PER ASTM D54b6.EAGH slp�y$iD
<br /> PIEGE SHALL BEAR A 5TAMP OR STAMPS NOTIN6 THE NAhE AND PLANT N1M�ER OF THE MAWFAGIUR�,TNE TOENAIL BLAGKIN6 TO SUPPORTS WITH(7J IOd-F NAILS AT EAGH END,UNLL'f�OTHERWISE NOTED.AT BLOGKEV
<br /> 6RADE,AND T}IE INDH'BrDENT IN5PEGTION A6QJGY5 L060.ALL LAMINATED VBJEfR LUN�ER SHALL BE R.00P DIAPMtA6h5 PRDVIDE FLAT 2X BLOGKIN6 AT ALL IAlFRAMED PA1�F�bbES AND NAIL WITH EDEE G. R40F FRAMIN6:PROVIDE DOUBLE JOISTS AROUPd7 ALL OPI3JIN65 IN ROOFS UWt55 OTHERWISE NOTID.
<br /> MAI�IFAGTURF�USIN6 DGU6LP5 FIR V�6WED WITH A WATERPRDOF ADHE5IVE M�TIN6 THE NP�ILINb SPAGED PER PLANS.NUiBtE NOT NOTED OTF�WISE,NAIL PANEL F�6E5 WITH 8d NAILS o b'O.G. PROVIDE 50LID BLOGKIN6 AT ALL BEARIN6 POINiS.NAIL ALL hULTI J015T BEAMS TO6Ei1iFR NIITH IOd-F
<br /> REQUIRL�NT5 OF ASTM D255q WITH ALL 6RAIN PARALLEL WITH T}�LEN6TH OF T}�MB�L�L MINIFwA�t �,12'O.G.IN THE FIELD. P1AIL5 9 S'OG.5TA66EitE�UNS55 OTHEi�tYVISE NOTED. o
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<br /> STRUGTU2AL PRO�TIES ARE A5 FOLLOWS: 5L �
<br /> A�►y�p EJ�06ED TO MEATHEf{OR BEARINb ON UNPROTEGTED GONGRETE BELOW 6RADE,OR D. P051TIVE GOM�GTIOPS:PROVIDE TNE FOLLAWINb SIMP50N GONNEGTORS AT TY1'iGAL FRAMINb �, �
<br /> Fb=2600 P51,E=22 x 106 P51,Fv�Z85 P51 BEARIN6 ON UNPRATEGTED GONGRETE LE55 iHAN 8'FROM EXPO�'.�ED EARTH SHALL HE PRE55URE TREATED, UNLE55 OTHERYVISE NOTID ON PLAN OR DETAIL.PROVIDE GGQ/EGGC�GAPS AND PB5 BA5E5 AT POSTS. c o n�
<br /> UAN.PRESSURE TREATMENT SHALL BE WITH AN APPRpVE'D PRESERUATIVE AND BRANDED NUTH A QUALITY PF't0�/IDE BG BASE NWERE P05T BEARS�l WOOD FRAMINb BELOW.GOMJEGTORS SkALL 8E SIZF�TO >�,�;`
<br /> GONTROL AfrBJGY MARK 81'THE AM�IGAN WOOD PR�VER.BUREAU OR EQUAL.ALL METAL HARDWARE MATGH THE 517F OF THE fi2AMIN6 MEF�S BEIN6 GONN6GTED.
<br /> DE516N SHOWJ ON PLANS 15 BASED ON MATERIALS MAMJFAGTURFD 81'7HE NEYERHAE�ER GORPORATION. A B a¢(V N
<br /> ALTERNATE MAMJFAGTUR[R5 MAY BE U5ED 51.9.EGT TO REVIBN AND APPROVAL B1'hIE ARGHITEGT A� IN GONTAGT WITH Tf2EATEb WOOD SHALL BE PROTEGTED WITH A 6I85 6ALVANI�D GOATIN6(ZMNU OR o���
<br /> STRLGTUFtAL BJ61N�R BET'fHt ALL NAILS IN 1REAIED WOOD SFIALL BE HOT-DIP 6AWANIZED OR BET7H�.PROVIDE 2 LAYERS OF c��c.,�„
<br /> 30�ASPHALT IMPREbNAT�D BUIIDIN6 PAPER BETY�I�N N�PRE55URE-1REATED LED6ER5,BLOGKIN6,E7G., N �N
<br /> 46. LAMINATF�STRAND LIk�ER(LSU SHALL BE DESI6NED AND MANIFAGTURED PER ASTM D5466.EAGH AND CANGRETE. �w'� �
<br /> PIEGE SHALL BEAR A STAMP OR STAMPS NOTiN6 THE NAhE AND PLANT NJh�ETt OF THE MANIFAGTURLii,THE � nhBf3i CAM�GTORS GALLED q1T 8Y LETTER5 AND NJh�ERS SFIALL BE"5TRON6-TIE'8Y 51MFx.�ON AS NOTED IN IBG SEGTION 1704b,STRUGTi1RAL OB6ERVATION IS REQUIRED FOR THIS PRO.�GT.STRUGTURAL
<br /> 6RADE,AND THE I�ENT INSPEGTION A5ENGY5 IA60.ALL LAMINATED STRAND LUh6Bt SHALL BE �p,qNy�q5 5PE{,IFIED IN THEIR GATALO6 N0.GG-2015.K�IIIVALENT DE/IGES B1'OTH92 MAMJFAGTURE�tS OBSERVATION MEANS TI�VI5UAL OBSERVATION OF THE STRUGTURAL 5Y5TEM,INGLUDIN6 BUT NOT LIMI't�
<br /> MAMJFAGIURED USIN6 A YVAIERPROOF aDFF51VE M�TIN6 TF�REQIIIREMENTS OF ASTM D2559.MINIMAIM MqY BE 511�iTITUTED,PROVIDED THEY HAVE I.G.G.OR IAPMO UC5 APPROVAL FOR EQUAL OR bREATER T0,1}�5.ET9BJT5 AND GOMJEGTIONS AT SI6NIFIGANT GOr51RUGTION STA6E5 AND T1�GOMPLEfFD " "
<br /> STRllGTUFtAL PROP�tTIES ARE A5 FOLLONIS: ��, ��
<br /> LOAD GAPAGITIES.G0�8JEGTORS SHALL BE 51ZED TO MATGH T}g SIZE�T1iE FRAMIN6 h�ERS BEIN6 STRLG1UFtE FOR bENE-RAL GONFORMANGE TO THE APPRAVF�PLANS AND 5PEGIFIGAT10N5.5TRIJGTURAL
<br /> RIM J015T5 AND BLOGKIN6!I-I/4'MINIM�i THIGK�'i5 CANNEG'fID•PROVIDE MJh�ER AND SIZE OF FASTEN�S P5 SPEGIFIED BY MANIFAGTUR�.GON�C+TORS OB59�/ATION DOES NOT INGLUDE OR WANE h�RE5PON5181LITY OF 1}f�N5PEGTIONS REQUIRED Bl'IBG
<br /> AT NON-SHEAR WAI.LS:5�SGFEDULE FOR MINIhUM f�HALL BE�NSTALLED IN AGGORDANGE WITH THE MAN�AGTURERS RECAMMENDATI�15.NIF�E GONt�GTOR SEGTIONS IIO AND 1104. �/
<br /> THIGK�55 AT� AR NWL15): 9TRAP5 GOPFJEGT TNIO MEh�ERS,PLAGE ONE-HALF OF TF�NAILS OR 90LT5 IN EAGH MB�t ALL BOLTS
<br /> Po=I'100 P51,E=1.3 x 106P51 Fv=400 P51 IN WOOD MEMBERS SHALL GONFORM TO ASTM A90'f.PRO�/IDE WASHERS UNDER TIiE HEADS AND WT5 OF IN OUR 5T�IGTURAL OB59tVATION,V�NULL SELEGT PORTIONS OF WORK TO REVIEW GLO''.�ELY A5 MBL AS
<br /> ALL EOLTS AND LPb 5GREW5 BEARIN6 ON WOOD.UNIF�fi NOTF�OTHERWISE,ALL N,41L5 SHALL BE GOMMON. OB5E12VE THE STRUGTUZAL SYSTEM FOR 6ENERAL GONFORMANGE TO TF�AI'PRAVED PLANS AND
<br /> DE516N SHOY�R�ON PLANS 15 BASED ON MATERIALS MAMIFAGTURFJ�BY'f}IE NEYERHA6J5ER GORPORATION. ALL 5HIM5 SHALL BE 5EA501�AND DRIED AND THE SAh�6RADE lM�NIMuhU A5 h�5 GONNEGTID. SPEGIFIGATIONS.51X.H REVIFJY PROC.EDURES YVILL BE GONDUGTED IN AGGORDANGE WITH GOI�IMONLY �
<br /> ALTERNATE MANJFAGIURERS MAY BE U5ED 5UB.EGT TO RF/IBN AND APF'ROVAL SY TM�ARGiIlEGT AND
<br /> ALL EOLT5 TI6HTEI�V TO 5M16 TI6HT. AGGEfTED STANDARDS OF PRAGTIGE.THE BUILDIN6 OFFIGIAL Ut�STANDS TIiAT 51X.H PROGEDURES
<br /> STRUGiURAI BJ�51N�t INDIGATE AGNAL GONDITIONS O�Y W1L'�IE THE REVIBN 15 PE�ORMED AND THAT THE RE�AA.T5 WILL BE
<br /> gg, Wppp pqgn-pgt,g; INFERRED TO EXIST IN OTHER AREAB NOT REVIEJ'�D.
<br /> 4'i. NIOOD I-J015T DE�'a16N SFIOWd ON PLANS IS BA5�ON JOI5T5 MANIFAGTURED BY THE N�YERHA41bER A. NAIL 51ffi SPEGIFI�ON DRAWIN65 ARE BASED ON THE FOLLOWIN6 SPEGIFIGATIONS: 1HE BUILDIN6 OFFIGIAL AL50 REGObNIZES THAT STRUGTURAL REV16N IS A TEf,HNIGNE Q�IPl.OYED TO
<br /> GORPORAIYON.ALTERNATE Iti1015T MAMIFAG'NRERS MAY BE USED 5UB.16GT TO REYIFIN AND APf'R.OVAL BY
<br /> THE ARGMITEGT AND STI�JGTURAL EN6INEER.ALTERNA'fE J015T HAN6ER5 AND OTHER NARDWARE MAY BE MINIMIZE T}E RISK OF PROBI�MS ARI51N6 DURIN6 GON5IRUGT10N.STRUGTURPJ_OBSER�/ATION BY 7HE
<br /> SUBSTITUTED FOR ITB�SHONPI PRO�/IDED THEY HAVE I.G.G.OR IAf'P40 UE5 APPROVAL FOR EQJAL OR DRAWIN6 ID NAIL NM� NAIL DIAMET82 NAIL LBrfaTH DF516N PR.O�SIONAL DOES NOT GONSTITUfE WARRANTY OR 6UARAN'�OF ANY TYPE.IN ALL GASES,THE
<br /> 6REA'f�LOAD GAPAGITIE5.ALL J015T HAN6@i5 AND OTF�R HARDWARE SHALL BE GOMPATIBLE IN 51ZE 'bd' bd Gortnan 0.113' 2' GONTRAGTOR SHALL RETAIN RESPON5IBILITY POR Tt�QUALITY OF NIORK AND FOR ADFIERENGE TO 1}IE
<br /> NIITH WOOD J015T PR041DED.6LUE FLOOR.lDI5T5 TO SHEATHIN6 A5 REGMIIRED B'f 1}�J015T '8d 9ox' 8d Box 0.113' 2-I/2' �����`�'�IFIGATI015.
<br /> MAMIFAG'NRER '8d' 8d Gommon 0.13P Z-i/2'
<br /> 'IOd-F' IOd Frcmer 0.131' 8' �
<br /> 48. PREFP�IGATED GONt�LTOR PLATE NIOOD RDOF T�SFIALL BE DE516NED B1'THE 'IOd' IOd Shear 0.148' 2-I/4'
<br /> MAMIFAGTURER IN AGGORDANGE WITH IBG SEGTION 2803.4 AND AN51/TPI I-2002'W�TIONAL DESI6N 'Ibd' Ibd 51Mcer 0.148' 31/4'
<br /> STANDARD FOR METAI.PLATE GONhFGTED WOOD iRU55 GONST�IGTION'FOR THE SPAN5 AND GONDIT10N5
<br /> 5FIOY�9d ON 1}�PLANS.1Rll55E5 SHALL BE FtANDLED,INSTALLED,AND BRAGED PER"HIB 91'P9t T1iE TRll55 IF C.ONTRAGTOR PROP05E5 THE U5E�ALTL9iNATE NA�LS,TFEY SHALL 5UBMIT NAIL SPEGIFIGATIONS
<br /> PLATE INSTITUTE.LAADIN6 SHALL BE A5 FOLLONS: TO THE 51RUGTUIiAL EN611�R(PR�OR TO GONSTRUGTIONJ FOR REVIEIN AND APPROYAL
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<br /> TOP GFIORD LIVE IAAD G�A101"() 25 P5F B. �Ild-SHEATHIN6 FA5T8�R5 TO FRAMIN6 SHALL BE DRIVEN FL116H TO FAGE OF c o x s u�r i x c E M 6 1 N E E R 5
<br /> roP u�v��onv io r� s�r�ir�►vina rio canr�sir�ir��irrm.
<br /> 60TTOM GH012D LIVE l.0/1D IO P5F (NOT IMGUJDED IN TOTAI.) 1511 THIRD AVENUE
<br /> �TTa"��f����� �� G. HOT DIPPED bAWANI�D NAILS.BOLi5 AND METAL PLAT�'i-ALL NAILS,BOLTS S rr�wn981oi
<br /> TOTAL LAAD 43 P5F AND METAL PLATE5 IN GON'fAGT WITH PRE55URE TREATED(INGLUDIN6 FIRE-RETARDANT rn zos.s5�.�o0
<br /> 1REATED)LUh�ER SHALL BE HOT DIPPED bALVANIZED. Fnx 205.95�3501
<br /> F�T WIND UPLIFT lTOP GHORD) 10 P5F www.quamumce.can
<br /> THE IAADS A80VE 5HALL 9E INGREASED TO THE FOLLOYdN6 IF THE�MEET THE DESGRIPTION OF AN
<br /> 11NIF8iABITA�ATTIG WITH LIMITED STOR?6E'A5 DEFI�IN FOOTNOTE J OF IBG TABLE IGO'f.l: m Z
<br /> BOTTOM GFIORD LIVE LAAD 20 P5F -INGLIAE IN TOT,4L � Q
<br /> BOTTOM GFIORD DEAD LOAD 12 P5F m � _ � �
<br /> SNOW LOAD DUE TO DRIF11N6 AND IRBALANGED LAADS SHALL BE INGIJJDED P9�THE IBG.UTILIZE A W
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<br /> M I N I h 1 1 M G I�P F A G 7 0 R O F 2 A F O R D E A D A N D S U S T A I N m L I V E I A A D S I N D E T E R M I N I N 6 T H E T R U 5 5 0 = � o
<br /> DEFLKTIONS.MAXIh�Mi TOTAL DEFL6GT10N SHALL BE LE55 THAN OR EGNIAL TO L/240 OF THE TOTAL SPAN m U J �o ¢
<br /> AND MkXIMJM LIVE LOAD DEFLEGTION 5HALL BE LE55 THAN OR EQUAL TO L/�vFiO OF Tt�TOTAL SPAN. c� W � w� �
<br /> PROVI�ADEGZUATE PLIES AND/OR METAL BRAGKEIS TO ADEC,lUA7El.Y DI5TRI8UTE h�BEARIN6 PRE55URE � � Q �z �
<br /> � AT T}�ENDS OF THE bIRDER 1RU55E5 TO h�TOP PLATES OF THE BEARIN6 NlALLS SUGIi THAT Ti�BEARIN6 � � � >_ �
<br /> � PRE55URE DOES NOT EXGEEfl 405 P51.PRDVIDE ADD�TIONAL 1RU55E5(A5 REQUIRED)TO GARRY ALL `O = �'" �¢ �
<br /> R GONGENTRA7ID LAADS AND t�GHANIGAL UNITS. � 2 W o �
<br /> � �
<br /> � Y�IOOD�SHAIl UTILIZE I.G.G.OR IAPMO UE5 APPRAV�GOMJEGTOR PLATES.SUBMIT SHOP 3 � Q �� w
<br /> g DRAWIN65 AND DE516N GALGULATIONS TO THE ARGHITEGT AND STRLGiURAL B�61N�R FOR REYION PRIOR Z O U o W Z
<br /> TO FABRIGATION.� �TTED DOGUhB�ITS SHW.9EAR'11�STAMP AND 516HATURE OF A RE615TERED ¢ Z Q v�,w v �
<br /> gPRO�IONAL Br61N�,STATE OF WASHIN6TON.PR.OVIDE FOR SHAPES,BEARIN6 POINTS,INTERSEGT1�15,
<br /> HIPS,VALLEYS,ETG.,SHONBI ON'ME DRAWIN65.EXAGT GOMP051TIOFd OF 5PC-GIAL HIP,VALLEY,AND Drawing:
<br /> g INTERSEGTION AREAS N5E OF bIRDER'fRI1�f.�ES,JAGK TRU55E5,5'f�DONPI TRU55E5,ETW SHALL BE
<br /> DETERMINED BY THE MANIFAGTIdiEit UNLE56 SPEGIFIGALLY INDIGATED ON THE PLArI�'i.PRAVIDE ALL TRU55 �� .�
<br /> - TO TRUr.fi AND TRll55 TO 61RDLit TRll55 GONt�GTION DETAILS AND RE4UIRE7)GONNEGTION MATERlALS.
<br /> � PROVIDE FOR ALL TEMPORARY AND PERMAI�7T TRUSS BRAGIN6 AND BRID61Nfv. eNufcer
<br /> 16411.01
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