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G�N�fi��1� STfi�UGTUi��I. �lOT�S
<br /> (The following apply unless shown otherwise on the plans)
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<br /> 43. �RAMING LUMBER: SHALL BE KILN DRIED OR MG-IQ (M015TURE GONTENT LE55 TH�N I��O), P�ND GRf�DED 4Q. TRU55 SUPPLI�RS NOTE: THE TRU55 GON�IGURATIONS, INGLUDING DEPTHS aND M�MBER SIZES SHOWN 54. W0017 �RA�MING NOTES: THE FOLLOWING �PPLY UNLE55 OTHEi�WiSE SHOWN ON THE PLANS: �
<br /> AND MARK�D IN GONFORMANG� WITH W.G.L.I.B. STANDfi�RD N0. 17 GRADING RULE5 FOR W�ST GOAST LUMBER. ON TH� DRAWINGS, INDIG�T� THE DE51i�ED TRU55 GON�IGURATION �ND ,�R� TO B� GOMPLI�D WITH O
<br /> �URN15H TO THE �OLLOWING MINIMUM STP�NDARDS: WH�REVER P0551BLE. IF A� TRU55 Ml�NUFAGTURER 15 UNABLE TO M�'ET THE LOAD REQUIREMENTS SPEGI�IED A. ALL WOOD �fZAMING DETA�ILS NOT SHOWN OTH�RW15� 5HaLL B� GON5TRUGTED TO THE MINIMUM � �
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<br /> WITH THE TRU55 GON�IGURATION INDIGAT�D, TH� MANU�AGTURER 15 TO SUBMIT WRITT�N NOTIG� TO THP�T STANDRf�DS 0� THE IBG. MINIMUM NAILING, UNL�55 OTH�RW15� NOT�D, SH/�LL GONFORM TO 1BG TABLE �
<br /> JOISTS: (2X, 3X, AND 4X MEMBERS). . . . . . . . . . . . . . . . . . . . . . . . . DOUGLAS �IR OR HEM-�IR N0. 2 E���GT TO THE ARGHITEGT PRIOR TO SUBMITTING !� G05T PROP05A�L OR BID. 2304.10.1. GOORDINA�TE THE SIZE AND LOGATION OF ALL OPENINGS WITH MEGHRNIGAL RND ARGHITEGTURP�L � v
<br /> DRAWINGS. PROVIDE WA5H�R5 UND�R TH� HE�DS AND NUTS OF ,4LL BOLTS AND LI�G BOLTS BEf�RING ON � �
<br /> BEl�MS aND STRINGERS: (INGLUDING 6 X A�ND Lf�iZGER MEMBERS) . . . . . . . DOUGL,45 �IR N0. I I� A DI�FERENT 5Y5TEM IS PROP05ED THAT REQUIRES R�YI510N5 TO PRESENT STRUGTURAL �RRMING OR WOOD. TIGf�T�N BOLTS AND LAG SGREWS SNUGLY RGAINST WOOD �RAMING A�TER WOOD HA5 REI�GHED � � v
<br /> DETAILS, SUGH SYST�M SF+�LL BE GON5IDER�D SUBJ�GT TO THE l�PPRDY�1. 0� TH� OWNER, �RGHITEGT, A�ND SPEGI�I�D M015TUR� GONT�NT. s- � � `� Z
<br /> POSTS A�ND TIMB�RS: . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . DOUGL,4S �IR N0. I STRUGTURAL ENGINEER. � � � � 0.
<br /> B. Wt�LL �RAMING: ALL BE,4RING AND SH�f�R WALLS SHOWN AND NOT OTH�RWISE NOT�D SHt�LL BE 2 x 6
<br /> 5TUD5 PLATES � M15GELLANEDUS LIGHT �RAMING: . . . . . . . . . . . . . . . DOUGLAS �IR OR HEM-�IR N0. 2 IT 15 THE RE5PON51BILITY 0� THE GENER?�L GONTRAGTOR RND TRUSS MANU�l�GTURER TO YERIFY THE WEIGHT 5TUD5 � ib" O.G. AT INT�RIOR WALLS AND 2 x 6 � I6° O.G. AT EXT�RIOR WALLS. TWO STUDS MINIMUM �
<br /> (A5 NOT�D ON PLf�NS / D�TaILS) �hND LOGA�TIONS OF A�LL MEGHANIGAl� �QUIPM�NT PRIOR TD SUBMITTING SHOP DRAWINGS. IT SHA�LL BE SHALL B� PROVID�D AT THE �ND O� ALL BEARING �ND 5H�,4R WALLS A�ND AT �,4GH 51DE O� ALL � � r r
<br /> NOTED IN THE TRU55 MANUfiAGTUREf�'S BID WHETH�R OR NOT P�N ALLOWA�NGE HA5 B�EN MI�DE FOR OPENINGS. �j w v z Q
<br /> 4 4. G L U E D L A M I N A T E D M E M B�R S S H A L L B E F A B i 2 1 G a T E D I N G O N�O R M A N G E W I T H A S T M D 3�3 7 A N D A N 5 1 MEGH�4NIG,�L UNITS. � A � � �
<br /> A I�O.I S T A N D A R D S �A G H M�M B�R 5 F 4 A L L B E�R fi�N A.i.T.G. I D E N T I�I G A T I O N M A R K A N D 5 H R L L B� A L L BEARING STUD WA L L.S S H A L L H A Y E T H E I R L O W E R W O O D P�A T E S A T T A G H E D T O W O O D F R A M I N G B E L O W Q N �t- � �y
<br /> AGGOMP�NIED BY AN A.I.T.G. GERTI�IG�TE OF GON�ORMA�NGE. GERTI�IG�4T�5 OF GONFORMP�NGE MUST B� TRU55 SHOP DRAWINGS lNILL NOT BE R�VIEW�D WITHOUT GALGULATIONS BEl�RING THE 5T�MP AND 51GNATURE WITH 16d NAILS P�T 8" O.G. STP�GGERED OR BOLT�D TO GONGRETE WITH 5/8" DIAMETER �NGHOR BOLTS WITF!
<br /> M�DE AVf�IL,4BL� TO BUILDING INSP�GTORS. ALL 51MPLE SPAN BERMS SH�LL B� DOUGL,�S �IR D� A RE615TERED PRO�E5510NAL ENGINEER, STATE 0� WRSHINGTON. 3"x3"xl/4" PLAT� WASHERS � 4'-0" O.G., UNL�SS INDIG�T�D OTH�RWIS�. INDIYIDUAL MEMBERS 0� BIJILT UP
<br /> GOMBINATION 24�-V4, Fb = 2,400 PSI, Fv = 240 PSI, E = 1,800 K51. ALL GANTIL�YERED OR GONTINUOUS P05T5 SHALL B� NAILED TO �AGH OTHER WITH IOd-� NAILS @ S" O.G. 5T,4GGERED. i���ER TO THE PLANS
<br /> BE1�M5 5Hl�LL B� DOUGLAS FIR GOMBIN�TION 24�-V8, �b = 2,400 P51, �v = 240 P51, E = I,S00 K51. 50. WOOD SHEATHING SHA�LL BE APA RA�TED, EXTERIOR G�.UE; EXP05UR� I, IN GONFORM�NGE WITH THE AND SH�AR WALL SGH�DULE �OR IZEQUIRED SHEATHING AND N�ILING. WHEN NOT OtH�RW15E NOTED, 'K• 1Q�
<br /> GAMB�R AL.L 51MPL.E SPAN G�.ULAM BE,�MS TD 5,000' RADIUS UNL�55 SHOWN OTHERINISE ON TH� PLANS. R�QUIR�M�NTS �OR THEIR TYP� IN DOG P5-I OR P5-2. 5�� PLP�NS FOR THIGKN�55, P�NEL ID�NTI�IGATION PROYIDE GYPSUM WA�LLBOARD ON INT�RIOR SUR�AG�S AND GYPSUM SHEATHING ON �XTERIOR SUR�f�GE5 �e����
<br /> INDEX 1�ND NA�ILING REQUIREMENTS. A�TTAGH�D TO ALL 5TUD5, TOi' AND BOTTOM PL�TES AND BLOGKING WITH SGREWS AT S" O.G. US� I-I/4 " W ti
<br /> ALL GLULAMINAT�D GOLUMNS SHALL B� DOUGLP�S �IR GOMBIN�4TION �, Fc = I,�00 PS�, �by - I,800 PS�, #6 SGREWS FOR I/2" GWB aND 5/S" GWB WHEi� OGGUfi�S. USE I-I/4" W #6 GALVANIZED SGREWS �OR I/2"
<br /> �bx = 1,700 PS�, � = 1,700 K5� (4 LAMS MIN. D�PTH) UNLE55 OTHEi�WiSE NOTED ON TH� PLANS, R00� SHEATHING SHt�LL BE LAID UP WITH �A�GE GRP�IN
<br /> GWB AND 5/S" EXTERIOR GYPSUM SHEATHING, W�fERE OGGURS. V�RI�Y THE �IRE A55EMBLY REQUIREMENTS � `°� z8�3 ,�'
<br /> 45. LAMIN�T�D V�NE�R LUMB�R (LYL) SHA�LL B� DE5IGN�D AND MA�NU�AGTURED P�R �STM D5456. EA�GH P�RP�NDIGUL�R TO SUPPORTS. ALLOW I/S" SPAGING �T f�LL PANEL �DGES AND ENDS 0� R00� SF�EATHING. JNHERE �PPLIG�tBL� WITH TH� aRGHITEGT. �'�.�s�L �'` ti
<br /> pI�G� 5H?��L BE�R A� ST�MP OR STAMPS NOTING TH� NAME AND PLANT NUMBER OF THE MANUFAGTUR�R, THE TOENAIL BLOGKING TO SUPPORTS WITFf (2) IOd-� NAILS �T ��G�f �ND, UNLE55 OTHERWIS� NOT�D. AT BLOGK�D ION�'L '�'
<br /> GR�DE, AND THE INDEPENDENT INSPEGTION I�GENGY'5 LOGO. �4LL Lf�MINRTED YENEER LUMBER SHA�LL BE ROOF DIAPHR?�GMS PROVIDE FLAT 2X BLOGKING AT �LL UNFRA�MED PANEL EDGES AND N/�IL WITH EDGE G. R00� �RA�MING: PROVIDE DOUBI.E JOISTS AROUND �1.L OP�NINGS IN ROOFS UNL�55 OTH�RW15� NOTED. -
<br /> MRNUF�tGTUR�D USING DDUGL�S �IR YEN��R GLUED WITH A W�4TERPR00� ADH�51Y� ME�TING TH� NAILING SPAG�D PER P�ANS. WHERE NOT NOT�D OTHERWISE, NA�IL PAN�L EDGES WITH Sd NAILS � 6" O.G. PROVID� SOLID BLOGKING A�T ALL BE�RING POINTS. N�IL P�LL MULTI J015T BERMS TOGETHER WITH IOd-�
<br /> REQUIR�MENTS D� ASTM D255Q WITH ALL GRAIN PARALL�L WITF� THE L�NGTH OF THE M�MB�R. MINIMUM EDGES, 12" O.G. IN THE �IELD. N�ILS � 8" O.G. 5TAGGER�D UNLE55 OTH�RWISE NOTED. o
<br /> STRUGTURAL PROPERTIES RR� A5 �OL�4WS: "
<br /> 51. ALL WOOD EXP05ED TO WE,4TH�R, OR BEARING ON UNPROTEGTED GONGRETE BELOW GRA�DE, OR D. P051TIV� GONN�GTIONS: PROVID� TH� �OLLOWING 51MP50N GONN�GTOR5 �T TYPIGf�L FRAMING � �
<br /> �b = 2600 P51, � = 2.2 x 106 P51, �v = 2S5 P51 BEA�RING ON U�lPROT�GT�D GONGRETE L�SS THAN 8 �ROM EXP05ED EARTH SHALL BE PRESSURE TRE�TED, UNLE55 OTHERWIS� NOTED ON PLAN OR D�T�IL. PROYID� GGQ/EGGQ GRPS �ND PB5 BA5�5 AT P05T5, � � "
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<br /> U.O.N. PR�55URE Ti�EATM�NT SHALL B� WITH �4N APPROY�D PRES�RV�4TIY� AND BRAND�D WITH R QUALITY PROVIDE BG B�SE WHERE P05T BEARS ON WOOD FR,4MING BELOW. GONNEGTORS SHRLL BE 51ZED TO > � M � •
<br /> DESIGN SHOWN ON PLA�NS IS BASED ON MA�T�RIfi�LS MANU�AGTURED BY TH� W�Y�RH��USER GORPORATION.
<br /> GONTROL �4GENGY MARK BY THE �MERIGAN WOOD PRESERYERS BURE�U OR EQUAL. ALL METP�L HP�RDWARE MATGH TH� SIZE D� TH� FRAMING M�MBERS B�ING GONNEGTED. `t °' � �
<br /> �LTERNA�T� MRNU�,4GTUR�RS MAY B� US�D SUBJEGT TO R�YI�W ,4ND APPROVAL BY TH� ARGHIT�GT AND IN GONTAGT WITH TREATED WOOD 5HALL B� PROTEGT�D WITH f� GIS5 GALYA�NIZED GOATING (ZMAX) OR o� � �
<br /> STiZUGTURRL ENGIN�Ef�. BETTER. I�LL NA�ILS IN TREATED WOOD 5H{�LL BE HaT-DIP GALY,4NIZED OR BETTER. PROYIDE 2 LAYERS OF � � ^�
<br /> 30# ,45PHaLT IMPR�GNRT�D BUILDING PAP�R B�TWEEN NON-PR�SSURE-TREAT�D L�DG�RS, B LOG KI N G, �T G., �, � �, � _
<br /> 46. LAMINAT�D STR,�ND LUMB�R (L5L) SHP�LL BE DESIGN�D AND MANU�AGTURED P�R ASTM D�456. E�GH �ND GONGRETE. STRUGTURA�L C►E�YA�ON °�,° W � � -
<br /> PIEGE SH�LL BEaR P� ST�4MP OR STaMPS NOTING TH� N1�ME P�ND PLANT NUMBER 0� THE M�tNU�aGTURER, THE
<br /> GRRDE, AND THE IND�P�ND�NT INSP�GTION ?�G�NGY'S LOGD. �LL L,4MINAT�D 5TRfi�ND LUMBER 5HALL B� 52. TIMBER GONN�GTORS GALLED OUT BY L�TTERS AND NUMB�RS SHALL BE "STRONG-TIE" BY 51MP50N �S NOTED IN IBG SEGTION 1744.6, STRUGTURAL OBSERVATION 15 R�QUIR�D �OR TF�15 PRO,I�GT. STRUGTURAL
<br /> MANU�AGTUR�D USING A WRTERpROOF ADHE5IVE MEETING THE REQUIREMENTS OF ASTM D255Q. MINIMUM GOMPANY, RS SPEGIFIED IN Tl��IR GRTA�.OG N0. GG-2015. EQUIVALENT DEVIG�S BY OTHER MANU�f�GTURERS OBS�RVATION MEANS TH� �/15Ul�L OBS�RVA�TlON 0� TH� STRUGTURAL SYST�M, INGLUDING BUT NOT LIMIT�d
<br /> STRUGTURA�L PROPERTIES RR� A5 �OLLOWS: M�Y B� SUBSTITUTED, PROYID�D TH�Y HA�VE I.G.G. OR IAPMO U�5 A�PPROVAL �OR �QU,4L OR GREATER TO, THE �L�M�NTS AND GONN�GT�ONS AT SIGNf�IG�NT GONSTRUGTION STAGES AND THE GOMP�ETED �� :
<br /> LOAD GAP,4GITIES. GONNEGTORS SHaLL BE SIZED TO M�TGH THE SIZE 0� THE �R�MiNG MEMBEiZS BEING STRUGTUR� �OR 6�N�RAL GON�ORMA�NGE TO TH� APPROYED PLI�NS �ND SP�GI�IGATIONS. STRUGTUR/�L � ;�,
<br /> RIM ,1015T5 �ND BLOGKING (I-I/4" MINIMUM THIGKNESS GONN�GT�D. PROYID� NUMB�R AND 51ZE 0� FRST�N�RS A5 SP�GI�IED BY M�NU�AGTUR�R. GONNEGTORS OBS�RYATION DOES NOT INGLUD� OR Wt�IVE TH� R�SF'ONSIBILITY O� THE INSP�GTIONS R�QUIf2�D BY IBG �
<br /> AT NON-SH�AR Wl�LLS• S�E SGHEDULE FOR MINIMUM SHALk. B� INSTALLED IN AGGORDANG� WITH THE MANU��GTUR�R'S R�GOMM�ND�tTI0N5. WH�RE GONNEGTOR S�GTIONS I10 AND 1704. �X ��
<br /> THIGKNE55 AT SHEAR WALLS): STRAPS GONNEGT TWO M�MB�RS, PLAG� ON�-H�4L� 0� THE N�ILS OR BOLTS IN EAGH MEMB�R. �LL BOLTS
<br /> b IN WOOD MEMB�RS SHAL.L GON�ORM TO l�STM A307. i'ROYIDE WA5HER5 UNDER TH� H�ADS AND NUTS O� IN OUR STRUGTURAL OBSERVATION, W� WILL 5�L�GT PORTIONS 0� WORK TO R�VIEW GLOSELY �5 WELL A5
<br /> Fb = I�00 p51, E = 1.3 x 10 P51, �v = 400 P51
<br /> ALL BOLTS AND L�G SGR�WS BE�RING ON WOOD. UNLE55 NOT�D OTH�RWIS�, ALL NRILS SHALL B� GOMMON. OB5�R1/E TH� STRUG?URA�L 5Y5TEM FOR GENERAL GON�OfiZMANGE TO THE APPROYED PLANS AND -
<br /> D�51GN SHOWN ON PLt�NS IS BAS�D ON MAT�RIALS M�NU��GTUR�D BY TH� WEY�RHA�USER GORPORATION. ALL 5HIM5 5H,4LL BE 5�A50NED AND DRI�D ,4ND TH� SF�M� GR,4DE (MINIMUM) A5 M�MB�RS GONN�GTED. SP�GI�IGATIDNS. SUGH R�VIEW PROGEDURES WILL B� GONDUGTED IN /�GGORD,4NGE WITH GOMMONLY �
<br /> l�LL BOLTS TIGHTENED TO SNUG TIGHT. AGG�PTED STAND1�iZD5 OF pRAGTIGE. THE BUILDING O�FIGIAL UNDERSTANDS THAT SUGH PROGEDURES �
<br /> ALTERNATE M�NU�AGTUiZ�RS Ml�Y BE USED SUBJEGT TO REVIEW AND APPROYAL BY TH� ARGHITEGT AND - ,�
<br /> STRUGTURf�L ENGINEER. INDIGATE �GTUAL GONDITIOI�S ONLY WH�RE TH� R�YIEW IS P�R�ORM�D AND THAT THE RESULTS WILL B� �
<br /> 53. WOOD �ASTENERS. IN�ERRED TO EXIST IN OTHER f�REAS NOT R�VIEW�D.
<br /> 47. WOOD I-J015T DE51GN SHOWN ON PLANS 15 B�45ED ON .l015T5 MANUF�GTURED BY THE W�Y�RH�EUSER
<br /> GORPOR,�TION. f��.TERNA�T� i-JOIST MANU�,�GTURERS MAY BE USED SUB.IEGT TO RE1(IEW A�ND APPROYAL BY A. NAIL 51ZE5 SP�GI�IED ON DRAWINGS ARE BASED ON THE FOLLOWING SPEGIFIGATIONS: THE BUILDING OFFIGIAL ALSO REGOGNIZES TFtAT STRUGTURAL REVIEW IS A TEGHNIQUE EMP�OYED TO ,
<br /> TH� ARGHIT�GT AND STRUGTUR�4L �NGIN��R. ALTERNRT� .1015T H�NG�R5 �ND OTH�R HARDWARE M�Y BE MINIMIZ� TH� RISK O� PROBL�MS ARI5ING DURING GONSTRUGTION. STRUGTURAL OBSERVATION BY TH�
<br /> SUBSTITUTED �OR ITEMS SHOWN PRDYIDED THEY HAVE I.G.G. 01� IAPMO UE5 /�PPR01/f�L �OR EQUAL OR DRAWING (D N�41L NAME N,41L DIP�M�T�R NAlL L�NGTH DE51GN PROFESSIONA�L DOES NOT GONSTITUTE WRRRaNTY OR GUAR�NTEE OF RNY TYPE. IN aLL GA�SES, THE
<br /> GR�t�T�R LOAD GAPRGITI�S. �LL .1015T HANGERS f�ND OTH�R HARDWA(2E SHALL BE GOMPATIBLE IN 51Z� "bd" bd Gommon 0.113" 2" GONTRAGTOR 5HP�LL R�TAIN RE5PON51BILITY �OR TH� QURLITY 0� WORK AND �OR �DH�R�NG� TO THE
<br /> WITH WOOD J015T PROVID�D. GLUE �LOOR .1015T5 TO 5H��4THING A5 REQUIRED BY THE .1015T "8d Box° Sd Box 0.113" 2_IJ2" A�PPROY�D PLANS AND Sf'EGI�IGATIONS.
<br /> Mf�NU�AGTUR�R, "Sd° Sd Gommon 0.131° 2-I/2°
<br /> "IOd-�° fOd �ramer 0.131" 3°
<br /> 48. PRE�ABRIGAT�D GONNEGTOR PLATE WOOD ROOF TRU55�5 5HALL BE D�5(GN�D BY TH� "IOd" IOd 5hear 0.148° 2-V4°
<br /> MANU�AGTUR�R IN AGGORDANG� WITH IBG S�GTION 2303.4 AND A�N51/TPI I-2002 °NATIONAL DE51GN "Ibd° Ibd Sinker 0.148" 3-I/4°
<br /> STANDARD FOR METRL PLATE GONNEGTED WOOD TRU55 GONSTRUGTION" FOI� THE SPANS P�ND GONDITIONS
<br /> SHOWN ON THE PLANS. TRU55ES SHALL BE HaNDLED, INSTP�LLED, �rND BRAGED PER "HIB �I" PER THE TRUSS I� GONTR,�GTOR PROPOS�S THE USE C3F ALT�RNATE NA(L5, TH�Y SHALL SUBMIT NA�IL SP�GIFIG,4TIONS
<br /> PLAT� INSTITUT�. LOADING SHALL BE �S �OLLOWS: TO THE STRUGTURAL ENGINEER (PRIOR TO GONSTRUGTION) fiOR REYIEW AND APPROYP��. C� U A N T U M
<br /> TOf' GHORD LIY� LOP�D (SNOW) 2rJ PS� tONSULTING ENGINEERS
<br /> TOP GHORD D�AD L4�D 10 PS� B. Nf�ILS - SHEATHI�lG �ASTEN�1�5 TO �R�MING S�f�LL B� DRIYEN �LUSH TO �AGE OF
<br /> SHEATHING WITH NO GOUNTERSINKING PERMITTED. 1511 THIRD AVENUE
<br /> BOTTOM GHORD LIYE L0,4D 10 P5� (NOT INGLUD�D IN TOTAL)
<br /> 80TTOM GHORD DEAD L0,4D 8 P5� G. HOT DIPPED G/�LVANIZED NA�ILS BOLTS AND MET,4L PLA�TES - AL� NP�IL5, BOLTS SUITE 323
<br /> TOT,�L LOAD 43 P5� s���E,WA 98101
<br /> ,4ND METRL PLAT�S IN GONT�GT WITH f'R�55URE TREATED (INGLUDING �IRE-R�TP�RDANT TE� 206.957.3900
<br /> TREATED) LUMBER SFfALL BE HOT DfPPED G�LV�NIZED. FAx 2os.957.3901
<br /> NET WIND UPLI�T (TOP GHORD) ID P5� www.quantumce.com
<br /> TH� LOADS ABOVE SHALL B� INGRE�S�D TD TH� �OLLOWING I� TH� TRU55E5 M��T THE DESGRIPTION O� AN
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<br /> "UNINH�BITABLE ATTIG WITH LIMIT�P 5TORAGE" A5 D��IN�D IN �OOTNOTE .1 0� IBG TABLE 1607.1: �- z
<br /> BOTTOM Gt�ORD LIY� LOA�D 20 PS� - INGLUDE IN TOTA�L �' Q
<br /> BOTTOM GHORD D�AD LOt�D 12 P5� � � _
<br /> � �
<br /> SNOW LOAD DUE TO DRI�TING J�ND UNB�L�NG�D L0�4DS SHRLL BE INGLUDED PER THE IBG. UTILIZE A � � Z o W
<br /> MINIMUM GR�EP �AGTOR 0� 2.0 �OR D�AD AND SUSTA�IN�D LIV� LO�DS IN DET�RMINING TH� TRUSS o = O � Z -
<br /> DEFLEGTIONS. MAXIMUM TOT,4L D��LEGTfON 5HALL BE LE55 THAN OR �QUAL TO L/240 O� TH� TOTA�L SPAN � V _..I z �
<br /> AND MAXIMUM LIV� L�,�D D��L�GTION SHALL B� LE55 THAN OR �QUAL TO L/360 0� TH� TOT,�L SPAN. v W � w � �
<br /> P R O V I D� A D E Q U A T E P L I E S R N D/O R M�T f�L B R A G K E T S T O a D E Q U A�T E L Y D 1 5 T R I B U T E T H E B E A R I N G P fi��5 5 U R E ° � �C � z �
<br /> � AT TH� �NDS 0� TH� GIRD�R TRU55ES TO TF�� TOP PL�T�S 4� TH� BE�RING WALLS SUGH THAT THE B�ARING � O � � _ ?
<br /> � P R�S S U R E D O�S N O T �X G�E D 4 0 5 P 5 1. P R O V I D E a D D I T I O N A L T R U 5 5 E 5 (�5 R E Q U I R�D) T D G A R R Y P�L L c� = t'- � Q �
<br /> o G O N G�N T R A T E D L O A D S A N D M�G H R N I G A L U N I T S. �
<br /> � � = Wo � `�
<br /> � WDOD TRUSS�S SH,4LL UTILIZ� I.G.G. OR IAPMO UES APPROVED GONNEGTOR PL�T�S. SUBMIT SHOP � � � � W �
<br /> 0
<br /> D R�4 W I NGS A ND DESIGN GALGULfkTIONS TO TH� ARGHIT�GT �4ND STRUGTURAL �NGIN�ER �OR R�VIEW PRIOR z O U o W Z
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<br /> � T O F A�B R I G A�T I O N. S U B M I T T E D D O G U M�N T S S H A L L B�A R T H� S T A M P A N D 5 1 G N�T U R� 0� A R�G I S T E R E D Q z Q � w � �
<br /> Q PRO��SSIONRL ENGINEER, STAT� O� WASHINGTON. pROVI D E �O R S H�f'�5, B�A R I N G P O I N T S, I N T E R S E G T I O N S, o
<br /> � U
<br /> HIPS, Yf�LL�YS, ETG., Sh�OWN ON TH� DRAWINGS. EXAGT GOMPOSITIOI� 0� SP�G1,4L HIP, Y�LLEY, A�ND Drawing:
<br /> � INTERS�GTIDN AREAS (U5� O� GIRD�R TRU55E5, J1�GK TRU55E5, ST�P DOWN TRU55�5, ETG.) SH�LL B�
<br /> � DET�RMINED BY THE MANU�AGNRER UNLESS SP�GI�IGRLLY INDIGf�TED ON THE PL�NS. PROVID� ,4LL TRUSS
<br /> � S1 . 2
<br /> TO TRU55 AND TRU55 TO GIRD�R TRU55 GONNEGTION D�TAlLS AND REQUIRED GONNEGTION M�TERIALS.
<br /> "� PRDYIDE �OR ALL TEMPORARY aND PERMf�NENT TRUSS BRAGING t�ND BRIDGING. �
<br /> �
<br /> �
<br /> Job Number.
<br /> 16411 .01
<br />
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