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<br /> ad @ 3" O.G. TO DOUBLE TOP PLATE FDOUBLE TOP PLATEis
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<br /> EACH TOP PLATE \ STRUCTURAL NOTES c W � ,�Z r
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<br /> ° ° ° ° ° ° ° - ° ° ° ° ° ° ° ° - SHEAR W =.L!_. PER CODE w i 3 ¢ O
<br /> „� o ° a ° . a ° DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE(I.B.C.)AS AMENDED w lI' 3
<br /> J a PLAN 4 SGHEDULE BY THE LOCAL BUILDING DEPARTMENT. Q? w o
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<br /> v • ° - ° e v ell ° ad@6" O.G. '+, xEwr2s
<br /> O -- ��_- °�__.�o�- - O ° _ ° �_ a ° LIVE LOADS
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<br /> V {- ROOF 25 PSF
<br /> > ° ° 0 0 ° 0 ° > ° ° ° ° ° ° ° o I6d @ 6" O.G. 4 DECK 60 PSF
<br /> IU LI0 00I w tU
<br /> Cp (3) ROWSI y " L.S.L. FLOOR 40 PSF \/
<br /> BLOCK LATERAL
<br /> _„ O ad @ 3" 0 O 1I► WIND EXPOSURE C;85 MPH/110 MPH(ULT)/WIND PER ASCE 7-10,
<br /> O O.G. - EXTEND BEAM TO END -EXTEND BEAM TO ..
<br /> Q ° 0 Q p (3) ROWS ° ° t, Nig SECTION 28.6.3 a 6 cwi r c o tiF-w w
<br /> )K-• PLYWOOD OF SHEAR PANEL ® ad 3" CENTERLINE OF - - SEISMIC SITE CLASS D.SEISMIC PER ASCE 7-10,SIMPLIFIED LATERAL z z¢o in r o
<br /> ENI um
<br /> TO BEAM O.G. 0 SHEAR WALL MI p
<br /> l� (L I y4 L.S.L. - _�wozIwv:a,yw
<br /> ° F 'I Z 0F _ FORCE SYSTEM,SECTION 12.14.8 v o rn o o a a J o a
<br /> FOUNDATIONS aa=ao�w •or,
<br /> _1 z ad @ 3 O.G. TO STUDS, NAIL PLYWOOD TO RIM JOIST C ixD w v�w z-a o
<br /> _1 ~ PLATES, 4 BLOCKING _I ~ ° ° STUDS 4 PLATES w/ ad Z W z Z a
<br /> O 0 < iii EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PSF. ALL 0 cn -o=F=Z a w
<br /> H •Q N A- @ 3" O.G. u00oo'-� DI
<br /> .-; Z Z C PJ EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6"BELOW ADJACENT EXTERIOR FINISHED ?o o i-a ao (no ix H
<br /> 1 - ° ° 3x STUDS 4 BLOCKING - ° ° 3x STUDS 4 BLOCKING N� GRADE. °°1°`5C21( o 3 _Z
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<br /> CAST-IN-PLACE CONCRETE wO�aw��aoa��
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<br /> 0FLOOR JOISTS (3) I6d G / ' a�W Q�w U)
<br /> ° ° F'c=3,000 PSI tJ 28 DAYS. MINIDIUM 5-1 2 SACKS OF CENfENT PER CUBIC YARD OF CONCRETE ANDA waw '- o �`''
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<br /> ° PER PLAN TOE-NAILS MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT. NO SPECIAL INSPECTION J z.a�n_,w o F(a 6
<br /> REQUIRED. CONCRETE SHALL COMPLY WITH ACI 318-14 SECTION 26.4.2.1.MAXIMUM SLUMP IS 4 ..0v)-1-11_ 1- �'u=i z
<br /> PER BLOCK oZ
<br /> o ° 0 ° INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM E--W��w o z v�Z Z
<br /> TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, w i a o o a m o a H.
<br /> 0 ° ° SHEAR WALL OR DOWELS,ANCHOR BOLTS,AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO 1--i vwi a o a M_ x
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<br /> / / HEADER PER PLAN POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREA 1'ED SILL PLATES TO FOUNDATION <0<1-`''a(xeco ctec
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<br /> _ / /1 $ SCHEDULE WALLS TO BE X"DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM
<br /> �/ SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE
<br /> SHEAR WALL PER—° • 0 0 0 PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS CA I
<br /> PLAN SCHEDULE ° ° ° LATERAL L DETAIL SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL N O
<br /> w4)
<br /> CONFORM TO AS`I M A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE
<br /> °
<br /> SIMPSON STHD 14 ° ° SIMPSON STHD 14 SCALE: I" = 1'-O" TYPE 304 OR 316. SLMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE Fm. tilJ
<br /> ZMAX(HOT DIPPED GALVANIZED)AND SST 300(STAINLESS S PEEL). FASTNERS FOR PRESSURE I-1-1HOEDOWN w/ (30) —/�— HOLDOWN w/ (30) TREATED AND FIRE-RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED U
<br /> ° ° ° I6d SINKERS ° 0 I6d SINKERS (G185). W H
<br /> ° ° ° °
<br /> 0 ° \ ll REINFORCING STEEL Z CC
<br /> ° ° ° ° II 4X6 @ HOEDOWN ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE � v Q
<br /> ° 0 P.T. 3x6 w/ (2) 3/q" dia. x 12" ° ° P.T. 3x6 W/ (3) 3/4" dia. 'I REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR = o ..
<br /> ° ° 0 ° ANCHOR BOLTS w/ ° ° 0 0 x 12" ANCHOR BOLTS REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL 0 X
<br /> 0 0 " " " 0 0 IN/ GALVANIZED II S I MPSON MST HOEDOWN CONFORM TO ASTM A-615 GRADE 40 FOR#5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR#6
<br /> ° ° GALVANIZED 3x3 xY4 ° ° �„
<br /> PLATE WASHER 3"x3"x " PLATE IU IIPER PLAN w/ ALL HOLES AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6
<br /> ° ° ° ° 0 ° °fP 41 ° -1 lir—d
<br /> FILLED w/ I6d COMMON BAR DIAMETERS(1'-7"MINIMUM). CORNER BARS(2'-0"BEND)SHALL BE PROVIDED FOR ALL 0 0 L
<br /> WASHER HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMEI'ERS UNLESS NOTED rn° ° i°i ° i°i ° ° ° ° 101 ° ° i°i ° ° ° NAILS OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWINGS,REINFORCING STEEL SHALL HAVE U Fw--
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<br /> i 1 ° 1 1 SLAB ON GRADE ; ; ; ; SLAB ON GRADE �� THE FOLLOWING MINUMUM COVER: j
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<br /> .1 ' 11 1°I . II i ° e3INCHES
<br /> •11 ' A II�.I CONCRETE CAST AGAINST EARTH "j""
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<br /> �i i� 1. i i } ° i i 111 I a•' CONCRETE EXPOSED TOEARTH OR WEATHER z
<br /> ' `� ' ° ° i I' a I i�L . ° " 1101_ #6 THROUGH#18 BARS 2 INCHES Zw
<br /> �\ �\ \\^ --F1 vii -- -4L _ ' • 4 • . a� . - a � �11
<br /> : 4 •11 —.---
<br /> Hv ° :�-� `r--- \ II1,1_ #5 BAR AND SMALLER ----1-1/2 INCHES z H
<br /> //�//� I ,IQ ° " (3) #4 BARS VERTICAL -.1 ii • .. . .1 ° ° ° ..4 . ' IIIII > a "
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<br /> 4 •. ° • ,°• . . , STRUCTURAL TIMBER
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<br /> (4) #4 BARS �//\� i o I i . I b 1 di. . i °° ° d IV II � ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER,LATEST =
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<br /> i • 'r i 4si i, ' _'° Z II. EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ATI
<br /> VERTICAL ./\ -•
<br /> =�' - - � _ r o �_---� - FLOOR JOIST
<br /> N/ 4" HOOK • ' •4 1. ° " . ' ' a °• • 4 • ` ILI
<br /> II TYPE/DIRECTION WOOD IN CONTACT WITH CONCRETE SHALL,BE PRESSURE TREATED IN ACCORDANCE WITH AWPA
<br /> • • • .. • •1Q - . . • - • PER PLAN U1 AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW:
<br /> /\ 00
<br /> / • 11 Il. -° II o 1I .414-I .. ° 4l o .° • 1_ 1I
<br /> -.- 4 • 4 • I
<br /> \/ • _ ° . ,n ° .• o. • ° ° o III_ 2z FLOOR JOIST HEM-FIR#2 Fb=850 PSI
<br /> \ 4• o ° • 4 ^• °o. ° N 4x6 ® HOEDOWN 2x ROOF RAFTERS HEM-FIR#2 Fb=850 PSI
<br /> \/X \\'\�\�\'\\ \ •\\ \�\\/\\/ \ cv I1 4x BEAMS DOUG-FIR/LARCH#2Fb=850 PSI
<br /> SHEAR WALL PER 6x BEAMS DOUG-FIR/LARCH#2Fb=850 PSI
<br /> #4 BARS @ 10" #4 BARS @ 10" O.G. no. PLAN 4 SCHEDULE LUMBER NOT NOTED HEM-FIR#2 Fb=850 PSI
<br /> O.G. HORIZONTAL HORIZONTAL EXTEND 24" \ ir 1
<br /> MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED
<br /> INTO ADJ. STEMWALL EQUAL. ALL HANGERS SHALL BE
<br /> FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE
<br /> A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE X"DIAMETER WITH 7 INCHES OF EMBEDMENT
<br /> INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE
<br /> ® LATERAL RESTRAINT PANEL LATERAL RESTRAINT PANEL HOLDOhIN D TAIL NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C.SCHEDULE.
<br /> SCALE: I" = I'-O" SCALE: I" = I'-O" I SCALE: I" = I'-O"
<br /> STRUCTURAL LAMINATED LUMBER (GRADE 2.0)
<br /> = 00 PSI
<br /> E2,0 0,0 PSIra
<br /> - Fv=v=28285 PSI
<br /> 1 (1
<br /> SHEAR WALL PER SHEAR WALL PER -1
<br /> FLOOR SHEATHING
<br /> SHEAR WALL PER�� SGHEDULE SHEATHING SHALL BE X INCH TONGUE&GROOVE,A.P.A.RATED SHEATHING. SPAN RATING 4%q
<br /> PLAN SCHEDULE 4x6 @ HOEDOWN PLAN 4 SCHEDULE SIMPSON A35 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NATT WITH
<br /> 0
<br /> !_ „ 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON
<br /> II @ 16 O.G. CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST
<br /> II— T.J.I. FLOOR AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE.
<br /> T.J.I. FLOOR
<br /> II— I6d @ 6" O.G. JOISTS PER I6d NAILS @ JOISTS PER PLAN
<br /> Ili I
<br /> IF PLAN 6 O.G. ! WALL SHEATHING 1 kn II— SHEATHING TO BE%6"A.P.A.RATED SHEATHING. SPAN RATING 2X. PANEL END JOINTS SHALL �/
<br /> II ( I
<br /> OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES
<br /> II L-J ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. Z 1-
<br /> II►I" 1 Y4" L.S.L. 111
<br /> J
<br /> Ilii "`_"` I 4" L.S.L. --- Z RIM JOIST Z GLU-LAMINATED TIMBER:
<br /> IIIiI RIM JOIST LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION n 4:
<br /> SIMPSON MSTG6663_/'II�11- OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS.
<br /> FLOOR JOISTS I6d TOE-NAILS I6d TOE-NAILS •• < 1�- f
<br /> HOEDOWN w/ ALL TINT- PER PLAN
<br /> r
<br /> HOLES FILLED w/ IN @ 6 O.G. @ 6" O.G. ROOF SHEATHING ki) 1" ..
<br /> '•
<br /> IOd COMMON NAILS IL \ A \ A I --
<br /> SHEATHING SHALL BE%6"A.P.A.RATED SHEATHING. SPAN RATING 3X6,INSTALLED WITH LONG
<br /> II�� \/ I \/ I DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL I1
<br /> EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIAtE
<br /> SHEAR WALL ORV CO
<br /> A
<br /> if
<br /> HEADER PER PLAN �� I SHEAR WALL OR AI SUPPORTS.
<br /> TBEAM PER PLAN 6 SCHEDULE L J HEADER PER PLAN / FLOOR FRAMING: liZ
<br /> $ SGHEDULE PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS(FB)AND HEADERS
<br /> • NOT CALLED OUT ON THE PLANS SHALL BE(2)2X8. ALL VERTICATI Y LANIINATED COLUMNS AND
<br /> ' HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. Z
<br /> ____N-- __VI_ BEARING WALL FRAMING: Z
<br /> _ ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE(2)2X8 HEM-FIR#2
<br /> HOLDOI'MN DETAIL SHEAR TRANSFER LATERAL DETAIL WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL \
<br /> COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE(2)STUDS SPIKED TOGETHER WITH 12d NAILS v
<br /> I" — 11-0"
<br /> I SCALE: I - 11-0" 2O SCALE: I - I O AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND
<br /> 144:
<br /> IS
<br /> 1-,.:„'--.., -_,_.,,,,, SCALE: - �o _ _
<br /> CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL 41/4) •A
<br /> ROOFING MATERIAL PER ELEVATION TOP PLATES AND BOI"I OM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP
<br /> OVER FRAMING OVER FELT PAPER OVER 8d NAILS @ 4" O.G. PLATE WITH 16c1 NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS ATI a-
<br /> EACH SPLICE,CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES.
<br /> PER PLAN /� ZX SHEATHING PER COVERSHEET OR TRUSS PER PLAN-
<br /> rn \ _ X / ad @ 4" O.C. STRUCTURAL NOTES DESIGNED BY: DATE:
<br /> \{ PLYWOOD ROOF FLOOR TRUSSES
<br /> 4 , ; -� - SHEATHING BATT I NSUL.— FLOOR TRUSSES SHALL BE PLANT FABRICATED.TRUSS MANUFACTURER SHALL SUBMIT SHOP GP 2011
<br /> 1 ad @ 6 O.G. X XDRAWN BY: DATE:
<br /> —TRUSS PER PLAN `IDES I GN TRUSS FOR PER PLAN DRAWINGS AND CALCULATIONS STAMPED,SIGNED AND DATED BY A WASHINGTON STATE
<br /> %" T _ LICENSED STRUCTURAL ENGINEER. SUBNIIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF AG 10/I1/I q
<br /> ad @ 6° O.G. 7000# HORIZONTAL - RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br /> !
<br /> FLOOR JOISTS
<br /> r PER PLAN 5 ----TRUSS PER FORGE IN THE PLANEX
<br /> FLOOR TRUSSES SHALL BE BLOCKED PER TRUSS MANUFACTURES INSTRUCTIONS. PROJECT MANAGER:
<br /> PLAN OF THE TRUSS CHARLES PATTON
<br /> ' a' �/% ( ROOF TRUSSES REVISED BY: DATE:
<br /> II* r It. TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR. TRUSS
<br /> �� I6d @ 6" O.G. 2X BLOCK 41 - MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED,SIGNED AND
<br /> NMill
<br /> IP _ X DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP
<br /> X X
<br /> _ L - ��_
<br /> I y4° L.S.L. DRAWINGS TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND
<br /> � APPROVAL PRIOR TO FABRICATION.ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES
<br /> } , 9 = ' \ ` ifb" PLYWOOD SHEATHING WITHOUT STORAGE.MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON
<br /> s d": r ., II ON GABLE TRUSS. NAILED THE JOB SITE AT THE TIME OF INSPECTION,FOR THE INSPECTORS USE AND REFERENCE.
<br /> HI OR H2.5 X
<br /> LATERAL BY: DATE:
<br /> ► � TRUSS PERi. SIMPSON A35 @ w/ ad NAILS @ 4" O.G. W/ a. THE'TRUSS LIVE LOADING SHALLBE PER TKC SECTION 301.5 AND TABLE 301.5,ESPICALLY MEI 10/I/I• PLAN W' 12" O.G. ALL EDGES BLOCKED NOTING FOOTNOTE B&G. LATERAL JOB NUMBER:
<br /> I6d TOE-NAILS SIMPSON A35 b. THE TRUSS DESIGN SHALL BE PER IRC SECTIONS 502.11.1 AND 802.10.2 ESPECIALLY INDICATING 0I -4qq
<br /> @ 6" O.G. SHEAR WALL PER �' @ 24" O.C. �� THE TRUSS DESIGN AND MANUFACTURING
<br /> PLAN SCHEDULE ---1/1— SIMPSON A35 @ 24" O.G. SHALL L BE PER ANSI/TPIL
<br /> OR HEADER ! SHEAR WALL OR THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE IRC
<br /> 0.
<br /> SHEAR WALL PER / HEADER PER PLAN SECTIONS 502.11.2 AND 802.10.3 AS WELL AS THE TRUSS PLATE
<br /> PLAN SCHEDULE SHEAR WALL PER • INSTITUTES'S BUILDING COMPONENT SAFETY INFORMATION.
<br /> PLAN 4 SCHEDULE 2x STUDS $ BATT INSULATION55/
<br /> ,_,.
<br /> SCHEDULE d. TRUSS ALTERA TIO NS SHALL NOT OCCUR UNLESS THE APPROVAL OF A DESIGN PROFESSIONAL
<br /> OR HEADER PER PLAN $ SCHEDULE AS INDICATED IN IRC SECTIONS 502.11.3 AND
<br /> 111 � PLYWOOD GAN BE INSTALLED -',• 802.10.4. /55
<br /> 1 ON EITHER FACE OF WALL
<br /> LATERAL DET, I L LATERAL DETAIL TRUSS TRANSFER GAE3LE END DETAIL ANW WJODINVILLE OFFICE
<br /> SCALE: I" - 1'-O" �� SCALE: 1" 1'-O" @PARALLEL" _ " _ JOB NUMBER:
<br /> '� - = SCALE• I - 11-0" SCALE• I - 11-0" 110131
<br />
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