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WOOD Date
<br /> �0/�6/�G
<br /> 2�, FRAMIN6 LUMBER SHALL BE KILN DRIED OR MG-I5, f�ND 6Rl�DED AND MP�RKED IN GONFORMP�NGE WITH W.G.L.B. STANDARD G PROVIDE DOUBLE JOIST UNDER ,4LL PARALLEL PARTITIONS TH�T EXTEND MORE TH/�N HALF THE J015T LEN6TH AND DOUBLE De.ri ned
<br /> 6RADIN6 i�ULES �OR WEST GOA�ST LUMBER NO. 16, LATEST �DITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: �OIST HEADERS AND DOUBLE �015T5 EAGH SIDE OF f�LL OPENIN65 IN FLOORS AND ROOFS UNLE55 DETAILED OTHERWISE. g
<br /> GOORDINAT� 51ZE AND LOGP�TION OF ALL OPENINGS WITH ARGHITEGTURAL AND MEGHANIGP�L DRAWINC�S. �S
<br /> Draavn
<br /> J015T5 (2x MEMB�RS) HEM FIRS N0.2
<br /> �S
<br /> DOU6LAS �IR N0.2 KE1lZSZ0Yl
<br /> BEAMS AND STRIN6ER5 PRO�/IDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EP�GH 51DE OF A�LL OPENIN65 IN STUD BEARING WALLS NOT DETI�ILED
<br /> POSTS AND TIMBERS DOUGLAS FIR NO.I
<br /> �' OTHERWISE.
<br /> 5TUD5, PLATES AND M15G. LI6HT �RAMING DOU6LAS FIR NO.I OR HEM FIR STAND. 6Rf�DE.
<br /> � f'ROVIDE SOLID BLOGKIN6 FOR WOOD GOLUMNS AND MULTIi'LE STUD POSTS THROU6H �LOORS TO SUPPOizTS BELOW.
<br /> TOP f�ND BOTTOM PLf�TES AT BEARINC� WALLS DOUGLAS FIR NO.I OR NEM FIR GONSTRUGTION 6RADE.
<br /> BOLTED STUDS, LED6ER5 AND PLf�TES DOU6V-�5 FIR STANDf�RD GRADE.
<br /> 2x6 STUDS �ND f'LATES DOUGLAS FIR OR H�M �IR N0.3 (STUD GRAD�).
<br /> F Pf20�/IDE GONTINUOUS 50LID BLOGKIN6 �T MID O� ALL 5TUD5 O�lER 10' IN HEI6HT.
<br /> G TOEN,41L J015T5 TO SUPPORTS WITH 2-16d NAILS. ATTAGH ALL BEAMS AT THE ROO� EXGE�DIN6 8'-O" IN LEN6TH TO SUPPORTS
<br /> 22. 6LU�-LAMINATED MEMBERS SHALL BEAR AN AITG IDENTIFIGATION MARK AND SHALL BE AGGOMPANIED BY AN AITG GERTIFIGATION O� WITH 5T22 STRAP �AGH END.
<br /> GONFORMANGE. ALL SIMPLE SP,4N BEf�MS SHALL BE DOUGLl�S �IR GOMBINATION 24F-�/4, Fb= 2400 PSI, Fv= 240 P51. ALL GONTINUOUS
<br /> ff GANTILE�/ER BEAMS SHALL BE DOU6LA5 FIR GOMBINATION 24�-V8, Fb= 2400 PSI, �v= 240 PSI.
<br /> � ATTAGH TIMBER JOISTS TO �LUSH HEAD�RS AND B�I�MS WITH
<br /> "U" SERIES METAL JOIST HA�IGERS TO SUIT THE �OIST SIZE.
<br /> �3. LAMINhTED VENEER LUMBEf� SHf�LL BE FABRIGATED IN GONFORMf�NGE WITH REPORT NO. NER-126. EAGH MEMBER SHALL BEAR
<br /> P�N IPENTI�IGATION MARK. ALL BEAMS SHALL BE WESTERN SPEGIES, GRADE 1.8�, �b= 2600 P51, Fv= 285 P51. '
<br /> WALL FRAMIN6 P�LL STUD WALL SHOWN P�ND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS � 16" o.c. AT INTERIOR WALLS f�ND
<br /> �' 2x6 5TUD5 � 16" o.c. AT EXTERIOR WALLS
<br /> 24. PARALLEL STRAND LUMBER SHP�LL BE �ABRIGATED IN GONFORM/-�NGE WITH REPORT NO. NER-2q2. E,4GH MEMB�R SHALL BEAR V
<br /> AN IDENTIFIGATIO�I MARK. ALL BEAMS SHALL BE DOU6LA5 FIR, 6RP�DE 2.OE, Fb= 2q00 P51, �v= 2�t0 P51 �
<br /> �, NOTATIONS ON DRAWIN65 RELATIN6 TO FRAMIN6 GLIPS, JOIST HANC�ERS, f�ND OTHER GONNEGTING DE�/IGES RE�ER TO
<br /> GATl�L06 NUMB�RS OF GONNEGTORS MANUFAGTURED BY 51MP50N GONNNEGTORS, A GIBRP�LTAR GOMPANY, LI�/ERMORE, ,�
<br /> GF�LI�ORNI�t. EQUIVALENT D�VIGES BY OTHER M/�NUFAGTURES MI�Y BE 5UB5TITUTED. PRO�/IDED THEY HA�/E IGBO A�'f'ROVAL �
<br /> �OR �QUAL LO/-�D G/�P�GlTl�S. ~j
<br /> 25. F'REFf�Bi�IGATED OPEN WEB WOOD TRUS5E5 (OR GOMBINATION WOOD �ND M�T�L) SHALL BE DESIGNED BY THE MAUFP�GTURER �
<br /> FOR THE 5PAN5 AND GONDITIONS SHOWN ON THE PLANS AND SHALL BE �URN15f-+ED AND INSTALLED IN GONFORMf�NGE WITH THE
<br /> MANU�flGTUREf�'S PUBLISHED SPEGIFIGf�TIONS. ALL NEGE55ARY BRAGING, BfZiDGING, BLOGKIN6, PRE-NOTGHED PLATES ETG.,
<br /> SHALL BE THE DETAIL�D AND FURNISHED BY THE MANUFAGTUR�R.
<br /> K INDI�/IDUAL MEMBERS OF BUILT-UP P05TS AND BEAMS SHALL EAGH BE ATTAGHED WITH 16d NflILS � 6" o.c. 5TA66ERED.
<br /> SUBMIT SHOP DRP�WINC75 AND DE516N GALGULATIONS (GOMPLETE WITH STRE55 DIA6RAM5) TO THE ARGHITEGT AND THE �
<br /> STRUGTURf�L ENGINEER �OR REVIEW TWO WEEKS PRIOR TO FABRIGATION. �C
<br /> �
<br /> DE516N SUBMITTALS SHALL BEAR THE STP�MP O� A REGISTERED PROFE5510NAL EN6INEER, STATE OF WASHINGTON. � ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTAGHED TO WOOD �RAMIN6 BELOW WITH 16d NAILS � 6" o.c. t�
<br /> 5TA66ERED UNLE55 SHOWN OTHERWISE. �
<br /> O
<br /> PERM�NENT AND TEMPORARY BRID6ING f�ND BR/-�GING SHf�LL BE INSTALL�D IN GONFORMANGE WITH MANUFf�GTUR�R'S N
<br /> SPEGI�IGATIONS. O '
<br /> ALL WOOD FRAMIN6 DETAILS NOT SNOWN OTHERWISE SHP�LL BE GONSTRUGTED TO MINIMUM STANDARDS O� THE INTERN�TIONAL
<br /> M' BUILDIN6 GODE f�ND �5 NOTED IN THE NOTE 30-f� ABOVE.
<br /> 26. PLYWOOD SHEATHIN6 SHALL BE 6Rf�DE G-D EXTERIOR 6LUE OR STRUGTURAL II, EXTERIOR 6LUE
<br /> ORIENTED STRAND BOARD OF EQU1�/ALENT THIGKNE55, EXP05URE I RATIN6 f�ND PANEL INDEX MAY BE
<br /> USED IN LIEU O� PLYWOOD. 5EE PLANS �OR THIGKNE55, PANEL IDENTIFIGATION INDEX AND NAILIN6 REQUIREMENTS.
<br /> STRUGTURAL WOOD 5HE/�THING PANELS SHALL H/-�VE Af'A GRfEDE TRADEMARK OF TH� AM�RIGAN PLYWOOD ASSOGIATIOhd N. PLYWOOD ROO� SHEf�TH1�16 AND FLOOR SHEATHII�C� UNLE55 OTHERWISE NOTED ON f'LANS SHALL BE LAID UP WITH �AG� 6RAfN
<br /> PERP�NDIGULAR TO SUPPORTS AND NAILED WITH 8d NAILS � 6" o.c. TO FRAMED PANEL ED6E5 /�ND OVER STUD Wf�LLS SHOWN
<br /> OTl PLANS AND � 12" o.c. (10"o.c. AT FLOORS TO INTERMEDIP�TE SUPPORTS. PROVIDE f�PPROVED ED6E GLIPS � 16"o.c. !�T
<br /> ' 2-� ALL WOOD PLATES AND BLOGKING IN DIR�GT GONTP�GT WITH GONGR�TE OR MASONf�RY SHALL BE PRESSURE-TREATED WlTH A�! UNBLOGKED ROOF 5HE/�THIN6 ED6E5. PRO�/IDE 50LID BLOGKING AT LINES OF SUPPORT AT FLOORS. TOENA�L BLOGKING TO ~J
<br /> /-�.W.P.A. APPRO�/ED PRESER�/�TIVE. PRO�/IDE 2 LAY�RS O� ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LED6�RS, SUPPORTS WITH 16d NAILS � 12" o.c. UNLE55 OTHERI^115E NOTED IN THE SHEARWALL SGHEDULE. O
<br /> BLOGKIN6, ETG., AND GONGRETE OR MASONRY.
<br /> �
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<br /> 28. TIMBER GONNEGTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON GOMPANY, AS SPEU�IED Ir! TNFIR p_ PROVIDE 2- 2x10 NcADERS OVER AND DOUBLE 5TUD5 EAGH 51DE OF ALL OPENINGS IN STUD W/-�LLS NOT DETAILED OTHERWlSE. �
<br /> GAT�LOC�. EQUIVALENT DEVIGES BY OTHER MANUFAGTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAV� IGG APPRO�/AL �OR ATTAGH WITH /-�G OR PG P05T GAPS OR EQUP�L. �
<br /> EQUf�L OR C�REATER LOAD GAPAGITIES. PROVIDE NUMBER I�ND SIZE OF FASTENERS AS SP�UFIED BY MANUFAGTIJRFR.
<br /> GONN�GTORS SH�LL BE INSTALLED IN AGGORDANGE WITH THE MANUFP.GTURER'S REGOMMENDATIONS. WH�RE GOhiNEGTOE�S �
<br /> STRAPS GONNEGT TWO MEMBEf25, PLAGE ON HAL� OF THE NAILS OR BOLTS IN EAGH MEMBER. ALL BOLTS IN WOOD MEMr3�R5
<br /> SHALL GONFORM TO ASTM /�307. PROVID� WA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS �ND LAG SGREWS BE��RIi�iG �y
<br /> ON WOOD UNLE55 NOTED OTHERWISE. ALL NAILS SHALL BE GOMMON. P�LL SHIMS SHALL BE SEA50NED AND DRIFD AND "�H� P. PLYWOOD WRLL SHEATHlr16 SHALL HAVE 50LID BLOGKING AT P�LL EDGES.
<br /> SAME 6RADE (MINIMUM) AS MEMBERS GONNEGT�D. ALL �OISTS SHALL B� GONN�GTED TO FLUSH BEAMS WITH "U" SERI�S ,
<br /> Hf�N6ER5. ALL DOUBL� J015T BEAMS SHALL BE GONNEGTED TO FLUSH BEAMS WITH "U° S�RIES Hf�N6ER5. ALL TRIPLE J015T
<br /> BEAMS SHALL BE GONNEGTED TO FLUSH BEAMS WITH "U" SERIES HF�N6ER5. �
<br /> TJI JOIST HANGERS P�R MANUFAGTURER / TJI SHOP DRAWIN65 (U.N.OJ Q ALL WOOD STUD Y�IALLS SHALL HAVE I OWER WOOD PLATE ATTAGHED TO WOOD FRAMIN6 BELOW WITH 16d NAILS f�T 6° o.c. M�►•i
<br /> STA66ERED OR 30LTED TO GONGRETE WITH 5/8" DIAMETER ANGHOR BOLTS � 4'-O" o.c. UNLE55 SHOWN OTHERWISE. r"1"�
<br /> E-L,�
<br /> PROTEGTION O� GONNEGTORS IN GONTAGT WITH PRESSURE TREATED WOOD �
<br /> 2`�• ALL BOLTS, NRILS, J015T HAN6ER5 AND ANY OTHER GONNEGTORS StfALL B� HOT DIPP�D 6ALVANIZED FASTENERS
<br /> REGOMMENDED TO GONFORM WITH ASTM STANDf�RD P�-153 f�ND HOT DIPPED GALVANIZED GONNEGTORS SHOULD GONFO�',M
<br /> TO ASTM A165, GLA55 6-183. STAINLE55 STEEL FASTENERS AND GONNEGTORS SHOULD BE TYPE 304 O� 316 R PLYWOOD N/�ILIN6: (USF UNLESS 6REATER NAILIN6 IS DETAILED OR SPEGIFIED) � �I�'s.
<br /> SIMP50N PRODUGT �INISHES GORRESPONDINC� TO THESE REQUIREMENTS ARE ZMAX q158 (HOT DIPPED 6P�LVANIZED)
<br /> AND 5ST3000 (STAINLE55 STE�L. � ����v�I��
<br /> 8d c� 6" o.c. AT SHEET ED6ES
<br /> 30. ALL WOOD FRAMING DETAILS - THE �OLLOWIN6 APPLY UNLE55 OTHERWISE SHOWN ON THE PLANS. gd c� 12" o.c. AT It�TERMEDIATE BEARIN6 POINTS
<br /> P.O.Box 2972
<br /> Woodinville, Wa.chington
<br /> 98072-2972 �
<br /> - 5 I. PRO�lIDE ABU P05T BASE � ISOLATED POSTS TO GONGRETE GONNEGTION Phone:(206)972-8317
<br /> � MINIMUM NAILIN6 REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILIN6 SHALL BE IN AGGORDI�NGE WITH TABLE 2304.Q.1 2. PROVIDE (2)A35 GLIPS � TOP $ BOTTOM O� ALL POST TO OTHER FRl�MIN6 MEMBERS Ernail.�crai�.rixdraftang.com
<br /> OF TH� INTERNATIONAL BUILDINC� GODE. 3. PROVID� AG OR AGE POST GP�P � 150LAT�D P05T5 TO BEAM GONNEGTIONS
<br /> 4. PROYID� Mlr�. (2)A35 GLIPS � POST TO BEAM GONN�GTION (U.N.O.) PrO�ECt�O. �6-250
<br /> B P�T SAWN TIMBER JOIST RREAS: PROVIDE GR05S-BRID6ING AT 8'-O" o.c. MAXIMUM SPP�GIN6 AND 50LID BLOGKIr1G AT
<br /> BEP�RIN6 POINTS. PROVIDE DOUBLE J015T5 UNDER ALL PARTITIONS. PROVIDE DOUBLE �015T5 EAGH 51DE OF OP�hilr165 UNLE55
<br /> DETAILED OTI-IERWISE.
<br /> Sheet Na
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