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SHEARWALL PER PLAN SHEAR WA�L PER PLAN 10d C� 4" O.C. ,�
<br /> SIMPSON A35 PER PER PLAN. SHEA THING PER PLAN SIMPSON A35
<br /> SHEARWALL SCHEDULE SHEARWALL (2)2X SOLID BLKG. NAIL BLOCKS FLOOR JOISTS PER SHEARWALL
<br /> SHEARWALL PER PLAN DOUBLE STUDS � STRAP (3) 16d TOENAILS TOGETHER W/MIN (6)16d NAILS PER PLAN SCHED.
<br /> 3/4" T&G APA RATED PER SHEARwALL SCHED. DOUBLE STUDS � STRAP PER BLKG. �
<br /> SHEA TH1NG. � PER SHEARW,4LL SCHED. � � �6d �
<br /> PR. TR. SILL PLA TE {�V/ A.B. PER � Q W � SIMPSON A35 4 D.C.
<br /> SHEAR WALL SCHD. 7" MIN. EMBED, W � BLOCKING PER �' � PER SHEARWALL
<br /> FLOOR JOISTS W/ 3'x3"x0.229" PLA TE {yASHERS FLOOR JOIST -� � „ o �, �
<br /> PER PLAN PER PLAN � � MFG. C� 32 0.C. ? � SCHED.
<br /> DBL. JOISTS UNDER
<br /> BLOCKING (2) JOIST SHEARWALL. NAIL W/ �
<br /> SIMPSON STHD STRAP (2) 2X6 TOP PLA TE
<br /> FLOOR JOISTS BA YS � 32" 0.C. 16d � 6" o.c, STAGGERED
<br /> o � TOENAIL TO TOP TOENAIL TO TOP PER PLAN SHEAR WALL PER PLAN. �
<br /> (2)#4 CONT. TOP � D� o PLA TE W/ 16d � 16" 0.C. SIMPSON A35 P PLA rE W/ 16d � 16" 0,C. SHEAR WALL PER PLAN.
<br /> _ � �-� � I-I I (= SIMPSON A35 PER SHEARWALL SCH D. HOLD DOWN STRAP
<br /> TYP. CONC. FND. wALL, P� o SHEARWALL SCHED. HOLD DOWN STRAP PER PLAN PR. TR. ,SILL PLA TE PR. TR. SILL PLA TE W/ _ N .
<br /> SEE PLAN FOR REINF. � PER PLAN W/ 5/8 DIA. A.B. PER ANCHOR BOLTS PER Q m
<br /> �P ,� SHEARW,4LL SCHED. SHEAR WALL SCHEDULE o
<br /> � . �. FLOOR JOIST SHEET 3. �"' d'
<br /> SHEAR {NALL z PER PLAN ..�Z . � co .
<br /> - - - v • ' C� - • . n . - - - - - ' a � c . - - - N
<br /> -_,- -,_, � � �.o . .�� PER PLAN - z Q SHEAR wALL W � :,_ -� � I�I I I ' .. I ��_ _ � ZZ -�j�-�'�-I i� Q �: �. �. �� , � -�j�--�i�-i i Z? Q p�
<br /> � �'- �:° �' J � PER PLAN J � ��� ° � n J� CONT. CONC. FTG, � �� �' �
<br /> ° � � w � a �� . . CONT. CONC. FTG. �-«,
<br /> • ° •' � W � q, . . q • ° • . . � , •
<br /> . : a� SEE PLAN FOR REINF. � °� � SEE PLAN FOR REINF. �°O Q �
<br /> 3 CLR. W � . . . _ .
<br /> . . � �
<br /> TYP. SEE PLA N ,> > > S C A L E.• 1"=1'-0" SCALE.� 1"=1'-0" I SEE PLAN I I SEE PLAN
<br /> SCALE.� 1 =1 -0 a
<br /> � �
<br /> HOLD DO�/N A T SHEAR �/ALLS HOLD D� �(/N A T SHEAR {�/ALLS o o .
<br /> � T Y P/C A L F O U N D A T/O N 2 3 4 S H E A R�/A L L T O C R A {�/L S P A C E F R A M I N G 5 S H E A R►�/A L L T O C R A {�/L S P A C E F R A M/N G � m
<br /> � �
<br /> � J
<br /> SHEA THING (n o-
<br /> PER PLAN S TRUC TURAL NO TES MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROI/ED EQUAL. ALL HANGERS � �
<br /> 8 d � 4" O.C. ROOF SHEATHI NG PER PLA N S H A LL BE FA STE NED TO WOOD WITH PROPER NAILS ALL HOLES SHALL BE L N .
<br /> 10d � 4" 0.C. CODE.• NAILED. MACHINE BOL TS TO BE A-307. ANCHOR BOL TS lNrO CONCRETE SHALL a �r
<br /> H 1 S E I S M I C C L I P A T E�E R Y D E S I G N l S l N A C C O R D A N C E W I T H T H E 2 0 1 5 /N T E R N A T I O N A L B U I L D I N G C O D E BE 5/8" I N C H D I A M E T E R w I T H 7" I N C H E S O F E M B E D M E N T l N r O C O N C R E T E N
<br /> TRUSS, EACH END. JOIST PER PLAN (/.B.C.) AS AMENDED 8Y THE LOCAL BUILDING DEPARTMENr UNLESS NOTED OTHERWISE ON THE PLANS ALL NAILS SHALL BE COMMON WIRE �
<br /> JOISTS PER PLAN SHEATHING PER PLAN LlI/E LOADS• NAILS. ALL NAILS lN CONTACT WITH PRESSURE TREATED WOOD SHALL BE
<br /> Sd � 4" O.C. SHEATHING ROOF -------------25 PSF GAL�,4NlZED. NAILING SHALL BE lN ACCORDANCE WITH I.B.C. SCHEDULE.
<br /> TO BLOCKING FLOQR -------------40 PSF
<br /> PL Yw00D FACE DECKS -------------60 PSF FLOOR SHEA THING.•
<br /> OF TRUSS PER • LA TERAL: SHEA THING SHALL BE 3/4 /N�H TONGUE & GR00�E, A.P.A. RA TED SHEA THIN�
<br /> SIMPSON A35 S�! SCHEDULE �ENTED 2X BLOCKING wIND --------------EXPOSURE B; 110 MPN; 3 SEC. �UST SPAN RA TING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. W
<br /> PER SHEARW,4LL UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 /NCHES ON U ,
<br /> SCHEDULE FOUNDA TIONS• eEN rER A T SUPPOR TED PANEL EDGES & 12 INCHES ON CEN TER A T A T 7
<br /> EXTEND FOOT/NGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACI TY OF /N rERMEDIA TE SUPPORTS THE FL OOR SHEA THING SHALL BE G�UED TO THE L
<br /> � BLOCKING PER 1500 PSF. ALL EXrERlOR FOC1TlNGS SHALL EXTEND A MlNIMUM OF l'-6" JOIST AND THE TONGUE AND GR001/E JOINTS WITH AN APPRO►/ED ADHESII/E. W '� Y
<br /> MFG. C� 48" 0.C.- SIMPSON A35 PER Q � N
<br /> SHEARWALL SCHEDULE. BELOW ADJACENT EXTERIOR F/NISHED GRADE.
<br /> ROOF SHEA THING.� -
<br /> CAST lN-PLACE CONCRETE.� - SHEA THING SHALL BE 15/32" APA RA TED PL YWOOD OR 7/16" OSB APA RA TED � � � �
<br /> 2x BLOCKING SHEAR WALL PER PLAN F'c 3,000 PSl � 28 DA YS (F'c 3,000 PSl lS USED FOR EXPOSURE SHEA THING SPAN RA T/NG OF 32/16. PANEL END JOINTS SHALL OCCUR A T Q
<br /> � 32" 0.C. PURPOSES ONL Y. CONCRETE DESIGN lS BASED ON F'c = 2,500 PSl C� 28 SUPPORTS. NAIL PANEL EDGES wITH 8d NAILS A T 6" 0.C. AND 12" 0.C. A T W =
<br /> SHEAR W,4LL PER DAYS) MlNIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAW/NGS. � �-- � '
<br /> � SHEARwALL PLAN. AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENr � O �
<br /> PER PLAN NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AG�REGA TE lS 1-1/2 WALL SHEA THING.� �
<br /> SCALE.• 9"=1'-0" SCALE.• 1"=1'-0" INCHES MAXIMUM SLUMP lS 4 /NCHES. ALL PHASES OF WORK REI"AINING TO SHEA THING SHALL BE 1/2 /NCH OR 7/16 /NCH A.P.A. RA TED SHEA THING, SPAN Q � W .
<br /> SCALE.� 1"=1'-0" THE CONCRETE CONSTRUCl/ON SHALL CONFORM TO THE BU/LD/NG CODE RAT/N� 24/0. PANEL END JO/NTS SHALL OCCUR AT SUPPORTS NA/L PANEL 0 �
<br /> REQU/REMEN TS FOR RE/NFORCED CONCRETE. ALL f?E/NFORCED STEEL DOWELS, EDGES W/TN 10d NA/LS A T 6 /NCHES ON CEN TER AND 12 /NCHES ON CEN TER N � W . "
<br /> 6 SHEA R ►�VA LL � ROOF TRUSSES 7 TRUSS TO SHEA R ►�/ALL 8 FL OOR TO SHEAR {�/ALL-US TS. PARALLEL ANCHOR BOL TS AN� OTHER INSERTS SHALL BE SECURED lN POSITION PRIOR TO A T INTERMEDIA TE SUPPORTS UNLESS NOTED OTHER{�ISE ON THE DRAW/NGS Q � >
<br /> POURING CONCRETE. ANCHOR BOL TS FOR PRESSURE TREA TED SILL PLA TES TO C
<br /> FOUNDA TION WALLS TO BE 5/8" DIAMETER WITN 7 /NCH MlNIMUM EMBEDMENr GLUED-LAMINA TED TIMBER: G w .
<br /> INTO CONCRETE AND MAXIMUM SPACING OF 4 FEE7" ON CENTER. M�N�MuM 2 LAMINA TED T/MBERS SHALL BE DOU�LAS-FlR/LARCH KILN DRIED. STf?ESS � J
<br /> BOL TS PER SILL PLA TE PIECE. ONE BOL T TO BE PLACE� Wl rHIN 12 INCHES OF GRADE COMBINA 170N 24F-V4 (Fb=2400 PSI, Fv=190) FOR SIMPLE SPANS AND �
<br /> BLK'c RooF oR F�ooR �o�srs HOLDO�{/N SCHEDULE EACH END OF THE SILL PLATE.5-7q AlR ENTRAINED ALL CONCRETE EXPOSED 24F-I/8 FOR CANTILEI/ER AND CONTINUOUS BEAMS. A.I. TC. CERTIFICATE OF
<br /> �STA 18 OR TRUSSES ELEMENTS CONFORMANCE REQUIRED. GLULAMS SHALL CONFORM TO A.l. T. V. STANDARDS � �
<br /> FASTENERS M1N. EMBEDMENT DEPTHS (Fc=2500psi) REINFORCIN� STEEL: 117. FABRICA TOR SHALL SUBMI T DETAILS AND SPECIFICA TIONS TO THE
<br /> FOR THREADED RODS ALL REINFORCING STEE� SHALL BE PLACED lN CONFORMANCE WITH THE ENGINEER AND BUILDING DEPARTMENT FOR APPRO►/AL PRIOR TQ FABRICATION.
<br /> N0. OF POURED �y/ BUILDIN� CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL
<br /> SYM SIMPSON SET EPDXY (2) DOUBLE NUT & OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSL FLOOR FRAMING.•
<br /> A34�2'-0"O.C. No MODEL N0. ANCHOR SDS � x 2 ASHER FOR SSTB DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40. :
<br /> DIA. PRO�IDE FULL DEP TH BLOCKiNG FOR JOISTS A T THE SUPPORTS FLUSH BEAMS ,
<br /> t/2 VyOOD » „ AL� RE/NFORCING BAR BENDS SHALL BE MADE COLD, wITH MlNIMUM RADIUS OF FB AND HEADERS NOT CALLED ON THE PLANS SHALL BE (2)2x8. ALL
<br /> SCREWS $ S�M s�Ag �4> $ STEM SLAB (4) 6 BAR DIAMETERS (1'-7" M�N�MuM). �ORNER BARS (2'-0" BEND) SHALL BE �RT/CAL LAMINATED BEAMS AND HEADERS BE SPIKED TOGETHER WITH 16d
<br /> LSTA 24 �VALL (3) 1NALL (3) PROI/IDED FOR ALL NORIZONTAL REINFORCEMENT. LAP ALL BARS A MlNIMUM �
<br /> DBL. TO LA TE NAILS A T 6 /IVCHES ON CEN rER.
<br /> BLOCKING SIMPSON TA'S OR UAL ; + ` + OF 48 BAR DIAMETERS UNLESS NOTE� OTHERWISE. UNLESS OTHERWISE NOTED
<br /> ON THE DRAWINGS REINFORCING STEEL SHALL HA l/E THE FOLLOW/NG MINIMUM BEARING W,4LL FRAMING,•
<br /> � STHD10 NONE NoNE NoNE NoNE NoNE NoN NONE NoNE CO�ER: ALL DOORS AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE
<br /> SHEAR L� DRAG STRUT AS A JOIST � (2)2x10 DOUGLAS-FlR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END '
<br /> SIMPSON LST,4 S OR EQUAL H STHD10 RJ NoNE NoNE NoNE NoNE NoNE NONE NoNE NoNE CONCRETE CAST AGAINST EARTH:..........................................3 INCHES FOR OPENINGS 4 FEET OR LESS AND TWO GRIPPLES AND ONE STUD FOR
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER: OPENINGS MORE THAN 4 FEET WIDE, ALL COLUMNS NOT CALLED OUT ON THE
<br /> SHEAR VYALL �6 THROUGH #18 BARS...........................................................2 /NCHES `
<br /> 1• HD's SHAIL BE SECURED W/ SIMPSON RECOMMENDED FASTENERS TO A MINIMUM OF 2-2x r PLANS SHALL BE (2) STUDS SPIKE LAMINATED COLUMNS TOGETHER WITH 16d � �
<br /> #5 BAR AND SMALLER...............................................................1-/2 /NCHES �`
<br /> VERTICAL MEMBERS NAILED V�/ 16d C� 6" O.C. STAGGERED. CONCRETE NOT EXPOSED TO EARTH OR WEA THER: NAILS A T 12 /NCHES ON CENTER. PRO�IDE TWO LA YER OF ASPHAL T � �
<br /> 2. EPdXY ADHESIVES REQUIRE SPECIAL INSPECTION AND ARE TO BE APPLIED IN STRICT ACCORDANCE 1 /MPRE�NA TED BUILDING PAPER A T CONTACT SURFACES BETwEEN WOOD AND _j 0 '�
<br /> w/ siMPsoN RecoMM�N�ATioNs. #14 AND #18 BARS....................................................................)-/2 /NCHES CONCRETE. WALLS SHALL HA�E A SINGLE BOTTOM PLATE AND A DOUBLE TOP (V
<br /> #11 BAR AND SMALLER.............................................................3/4 /NCH Q • ..
<br /> 3• ANCHORS AT STEM WALL LOCATIONS SHALL HAVE A MINIMUM EDGE DISTANCE OF t�" AND END � PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD (NITH � �
<br /> DISTANCE OF 5". SLAB ON GRADE (FROM THE SURFACE).................................1-/2 /NCHES 2-16d NAILS FACE NAIL DOUBLE TOP PLA TE WITH 16d NAILS A T 16 /NCHES ON �
<br /> 4. DEPTH OF SLAB OR FOOTING AT ANCHOR LOCATIONS SHALL BE A MINIMUM OF 1.5 T�MES THE CENTER STAGGERED. LAP AND FACE NAIL PLA TES WITH 2-96d NAILS A T EACH W N
<br /> ANCHOR DEPTH. WELDED WIRE FABRIC SPLICE, CORNER INTERSECTION. STAGGER SPLICES A M�NIMUM OF 48 /NCHES & � �
<br /> WWF SNALL CONFORM r0 ASTM A-185. WELDED WIRE FABR/C SHALL BE LAPPED NA/L W/ (4) 16d EACH S/DE OF SPL/CE. FACE NA/L BOT7"OM PLA TE W/TH 2-16d Q �
<br /> 9 STRAP D�TAIL �0 . STRAP DETAIL HOLD-DOWN STRAPS FOR FLOOR TO FLOOR ONE CROSSWIRE PLUS 2 /NCHES (i.e. 8" FOR 6x6 MESH). LOCATE WWF 1-%2" NAILS AT 16" O.C. OR PER SHEAR WALL SCHEDULE. W �
<br /> FROM THE TOP OF CONCRETE FOR SLAB ON �RADE. WwF SHALL BE CHAIRED lN �
<br /> N. T.S. SYMBOL MODEL No. FASTNERS END LENGTH POSITION wITH MAXIMUM CHAIR SPACING OF 4 FEE7: PRE-MANUFACTURED FLDOR TJ! JOISTS� W Q
<br /> STRUCTURAL STEEL: PREFABRICATED PLY{NOOD TJl JOISTS SHALL BE DESIGNED BY MANUFACTURER �'-'
<br /> cM MSTl36 �58� RS 25" STEEL SHALL BE DETAILED, FABRICATED AND ERECTED lN ACCORDANCE WITH FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE �C 0 ,
<br /> SINKE THE A.l.S C. SPECIFICA TION FOR THE DESIGN, FABRICA TION AND ERECTION OF FURNISHED AND INSTALLED lN CONFORMANCE wITH THE MANUFACTURER s 'J
<br /> SHEAR ALL SCHEDULE. STRUCTURAL STEEL BUILDINGS (9TH EDITION). STRUCTURAL STEEL SHAPES SPECIFICATJONS ALL NECESSARY BRIDGING,BLOCKING STIFFENERS, ETC. SHALL
<br /> SHEAR {�{�ALL NOTES YY SHALL CONFORM TO ASTM DESIGNATION A-36 UNLESS NOTED OTHERWJSE. BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP ORAw/N�S
<br /> SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO AND DESIGN eALCULA TIONS BEARING THE STAMP OF LICENSE ENGINEER TO �
<br /> EDGE NAILING S l L L BOTTOM REMARKS ASTM DESIGNA TION A500, GRADE B. STEEL PIPE SHALL CONFORM 1'0 THE THE ARCHITECT PRIOR FABRICA 170N.DESIGN SHOWN ON THE PLANS lS BASED
<br /> �, lN ADDITION TO Hl HURRICANE TlE AT EACH RAFTER/TRUSS. UNLESS NOTED OTHERWISE ON MARK ALCD{� MATERIAL BLOCKING PLATE PLATE ASrM DESIGNATION A53, TYPE E OR S, GRADE B (Fy - 46,000 PSl). WELDING pN JOISTS AS MANUFACTURED BY TRUSS/JOISTS CORPORATION..ALL HANGERS
<br /> PLANS LOAD R�Q� EDGf FIELD ANCHORS NAILING SHALL BE iN ACCORDANCE WITH rHE STRUCTURAL WELDING CODE LAWS ALL
<br /> Z USE DOUBLE STUDS AT ALL WALL AND WALLS THAT EXCEED 10'-0" • AND OTHER HARDwARE SHALL BE COMPATIBLE WITH THE JOISTS PRO�IDED..
<br /> 3. ALL NAILING SHALL HA�E A MINIMUM OF �" EDGE DISTANCE _ WELDING SHALL BE CERTIFIED BY WELDERS (W.A.B.O. OR EQUAL) USING E60 OR PRE-MANUFACTURED ROOF TRUSSES•
<br /> ROOF 180 PLF 1/2"CDX N4 8d �6" 8d �12" - MINIMUM STANDARD E70 ELECTRODES SHOP DRAWINGS DF ALL STRUCTURAL STEEL WORK SHALL SHALL BE FACTORY FABRICATED TRUSSES DESIGN AND FABRICATION SHALL
<br /> 4, SHEATHING FASTENERS SHALL BE DRI�/EN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF FLOOR 215 PLf 3/4"CDX NO lOd �10 lOd �10» - - MINIMUM STANDARD BE SUBMIrrED TO THE ENGINEER FOR APPR01/AL PRIOR �0 FABRICATION. ALL CONFORM WITH THE REQUIREMENrS OF THE INTERNATIONAL BUILOING CODE AND
<br /> THE SHEA THING STEEL MEMBERS SHALL BE Gll/EN ONE SHOP COA T OF APPR01/ED PRIMER. DESIGN SPECIFICA TIONS FOR THE LIGHT METAL PLA TE CONNECTED WOOD .
<br /> 5, SHEATHING PANELS AT SHEAR WAL� MAY BE LAID wITH FACE GRAIN PARALLEL OR S{�1 260 PLF 1/2"CDX OR 1/2"OSB YES 8d � 6" 8d �12" 1/2" �48" 16d� 16" MiNIMuM SrANDARo SHALACEOT BEBPR�EDEDD�D �BOLC S SHALL BE A325 UNtESFNOTED OL HERWISE. rRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE. ENGINEERING DESIGN AND 2018 06HA
<br /> PERPENDICULAR . N M SHOP DRAW/NGS BEARING THE STAMP OF A PROFESSIONAL ENGINEER _ ,
<br /> 6. FLDOR DIAPHRAGM TO BE MlN �"C-D OR C-C PL YWOOD S{�2 390 PLF 1/2"PL 1'y�00D YES Sd �4" 8d �12" 5/8" �24" 16d� 10" A35 C� 24� � ' ALL ANCHOR BOL TS SHALL BE ASTM A307. REGISTERED lN THE STA TE OF WASHINGTON AND SHO{�ING ALL DETAILS OF
<br /> � FLOOR SHEATH/NG PANELS SHALL BE LA/D w/1N FACE GRA/N PERPEND/CULAR TO SUPPROTS ,�� •� STRUCTURAL T/MBERS.� CONSlRUCT/ON REQUIf?ED FOR A COMPLETE SHOW/NG ALL DETA/LS OF
<br /> AND CON r/NUOUS 01/ER 2 SPANS MlNIMUM. ANCHOR B0�TS FOR FOUNDA TION ONL Y. 3" SQ wASHERS, GAL I/ANAZED. 0.82 �PARALLEL PAF/JOIST � � ALL GRADES SHALL CONFORM TO WWPA �RADING RULES FOR WESTERN LUMBER, CONSTRUCTION REQUIRED FOR COMPLETE INSTALLA TION SHALL BE SUBMI TTED TO
<br /> > » �..�-����` LATEST E�ITION. PR0►/lDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING
<br /> 8. FOR ROOF AND FLOOR SHEAT/NG STAGGER PANEL JO/NTS ENDS 2-D M�N�MuM KOEF. FOR HF# MEMBERS. 3X MEMBERS FOR SHEAR WALLS > 390 #/FT r0 TOP PLA lE „�, �,����f �`° THE ARCH/TECT RE�/EW
<br /> � ''�` � AGAINST WDOD. ALL WOOD lN CONTACT WITH CONCRETE SHALL BE PRESSURE SPE�'lAL CONDITIONS�
<br /> THE PLATE WASHER SHALL EXTEN� wITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE � � - rREATED PER PRESERI/ATII/E TREATMENT NOTE. ALL STRUCTURAL LUMBER THE CONTRACTOR SHALL �ERIFY ALL DIMENSiONS AND CONDITIONS lN THE
<br /> SIDE WITH SHEATHING FOR SHEAR CAPACiTY GREATER THAN 400PLF FOR WIND OR SEISMIC � SHALL BE NOTED BELO{�!� FIELD. ALL DISCREPAN�IES SHALL BE REPORTED TO THE ARCHITECT OR �
<br /> ENGINEER. THE CONTRACTOR SHALL PROI/l�E ADEQUATE SHORING AS REQUIRED
<br /> -' �� : � 2x FLOOR & RAF. JSTS HEM-FlR #Z...................Fb = 850 PSl UNTIL PERMANENT G'ONNECTIONS AND STIFFENING HA�E BEEN INSTALLED. THE
<br /> �� ���� � 4x BEAMS DOUG-FlR/LARCH #2....Fb = 900 PSl CONTRACTOR SHALL l/ERIFY SIZE AND LOCATIONS OF ALL OPENINGS lN THE �
<br /> ���� � 6x BEAMS DOUG-FlR/LARCH �1....F6 = 1350 PSl FLOOR, ROOF, AND WALLS WITH ALL THE APPROPRIATE DRAwINGS THE '"
<br /> 4x COLUMNS DOUG-FIR/LARCH #1.....Fb = 1000 PSl CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL
<br /> � � �� 6x COLUMNS DOUG-FlR/LARCH #1.....Fb = 1200 PSl BUI�DING DEPARTMENr REQUiRED INSPECTIONS. DO NOT SCALE THE DRAwiN�S "
<br /> 2X HEM FIR STUDS Fb = 675 PSl THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LlK � 0 ��LAR
<br /> coNo�rioNs Nor sHowN. �I��' ��� �`�� ��= � � .
<br /> ���I��VV�� ��� ����'�1�
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