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<br /> CRAWLSPACE VENTILATION CALCULATIONS BRACED WALL METHODOLOGY• 5. 'T • 12 'T HI,"
<br /> 354 SF OF CRAWLSPACE TO VENTILATED 1. CS-WSP BRACING METHOD CHOSEN A'801 •-• -77 S �5 ' '�','.
<br /> 292/IR5019 VE NB SF ON34 REQUIRED 2. DI SE/W3 ) T I �• 5' DROPPED PESO II S AT WC TO
<br /> 2B2901N VENTILATION PROVIDED II VENTS.7390 IN/VENT) 3. DI SEISMIC • _ '' MEET 1N3ULATpN4. TABLE R602.10. i20'SPACING= OF BRACING RECTD f-./,t ltl ARGYLE STREET PARTN ERESEISMIC REQUIREMENT LESS AT SHORT AXIS,WIND USED _ _ _ « + _ L. !"1....ik:,,,x _ T P
<br /> 5. TABLE R602.10.3(3)20'BRACED WALL UNE LENGTH=3./' I -r I I`N • 113.00 ArchkeclunlConwklnpl DwWopnleM 60
<br /> STRUCTURAL GENERAL NOTES REQOADJUSTMENTS PER TABLE R602.10.3(4)=IOC REQ'Q I I � 4, I� . 1`-'-'-_"�" 5tt.d20E3 5.@3731RrR.A pyMBCeem
<br /> SIZING AND SPACING OF FLOOR JOISTS DETERMINED VIA MARLS PROVIDEDI - PROPOSED SAVE TO BE 24'MN
<br /> FROM PROP UNE.
<br /> TABLES SHOWN BELOW.BUILDER TO VERIFY WITH MANLIF.PPoORTOINSTALL PROVIDE SIB'ttPE V OWS SOFFIT i
<br /> SHEAR WALL SCHEDULE I 40, ATALLLocAT,DN3<5'FROMPROP I
<br /> FINAL TRU930ESON BY TRUSS MMlUF.SHOP1WTALL SAND CALCULATIONS BED to Le LINEASREO'OPERIRC3D2.1I71 •
<br /> •
<br /> TO BE PROVIDED TO JUSRISDICION PRIOR TO INSTALL MARK SHEATHING NAIL SPACING
<br /> i ®' A WC (ALL PROPOSED EAVESI . •
<br /> ARCHITECT TO REVIEW STRUCTURAL SHOP DRAWINGS PRIOR TO INSTALL 7 1
<br /> SW-7 1T PLY EDGE:ad COMAi7t�3
<br /> ROOF 8 FLOOR SHEATHING TO BE 3M"PLYWOOD NAILED TO JOISTS W/ad 411r .
<br /> WOOD0.O FRMED 1 WALL I TP PRESSURE1111
<br /> COMMON NAILS 6'O.C.AT ALL SUPPORTED PANEL EDGES AND 1T O.C. INTO FRAME WALL
<br /> ALONG INTEPoAEC4ATE SUPPORTS.NEW SHEATING TO SPAN A MINIMUM OF S Mv' ® { TREATED WD DECK ®'
<br /> SUPPORTS. FIELD:ed coMAONN _ _ �1._ _ _ i _ _ _ _ I MAINFL�OOR
<br /> INTO WAGE FRAME WALL N MIIIIIIIII I 104.00 V •
<br /> _ AVG GRAD Habitat
<br /> L/480 Live Load Deflection 1E1=1_
<br /> I 102.18UPS/IIn IW/lePffhNlad NNEUeels1/21P9AWLW for Humanity
<br /> °'e° ril ITe<:(_ir.=.I urea.I Wet. IT e...I Ir.=_I Ir..)a•1..- �._.J
<br /> III Ifidl• C3. 4- IT.S. 1Y-6' 11',• IT.0. of Snohomish County
<br /> Ile' 211 I2rY 16'3' IS'�1' 71'J' 1T�9' 16'-3' IS'-4'k 11'-0'
<br /> 27I 1A3' 161' 159 118' Ir 1' 16'A' 159 11 A'
<br /> •
<br /> NI 20.2' I8 5• 12.4 - 15 9 202 IT-8. 16, N-/se 18 N/S @ PRIMARY 16 N/S @ ENTRY&HALF BATH
<br /> 2I8 H.:- 19 T 18.2 Is:n• 21'-I 19.3' Ir8 Is 94e
<br /> 1l/E A11 21'-r 1910• NA I 5' 21'2 19-10• la- 116.re 12572
<br /> 2M a+u- 70..11. 19:I Ir r 22:n 2o:u• IT-8. 1r Io.,, A'Im SCALE 1k'=1'-0' A407 SCALE 1/4'=1'-0' Q REr_.I',T:FEG
<br /> MI 24 1' 23 I 22'-4 20 Y 26'1 2Y B' 221 2r 9) A "HITS T
<br /> 111 22 ta' 20'-11 19 3 I]2 22 T Ir T IT{ L 15 g _ I I I I I PROVIDE 2Pk36"ACCESS I
<br /> NO 3-11' 21..10. 20 A IB 10 t4'-11 21 1 I IY 2 I it T
<br /> 11 DO NA. 22 6 21 2 19 9 24,8 2r2 203 IT46 WELL"AT CRAWLSPACE
<br /> 9M 26-0 23 A 22-1 209 26'A 2Y11 2r4ss4trash. I I I I I ef.OPENING MN 24'DEEP 1 MAROS
<br /> 611 29 6 26-1A 2s 1 23 A 59 A 2A/0• 25 4 A 11 STATE OF WIASHINGTON
<br /> III 25 1 22 6 20 1 1A 1 23'r 21 2 Ile 9 _IS 0'i1
<br /> 211 2fi fi 21 3 22 6 9 11 26'0 6 2Y 1 I6 1 . tar 1 ��° ram- I i
<br /> II' 2. -22 a' 21 Ie' 23 6 2I 1....: n r 3-9 z3 A Uiv>' I BRAG bLL I i 3/4'FLOOR SHEATHING PER 3.RUCT), I S MN 11' T I 5 MN r
<br /> 1N ze-9• 26 3 ta'-ASTAGGER JOINTS.NAILING PER STRUCTURAL
<br /> _
<br /> 6x i]2-A' 29 A 2e'_e 25 2'� -nr 22rr 26 3 20.1 I $Q r ,_.- } , ® I 1 GENERAL NOTES. a
<br /> I ? `, - Pis _ Y• ,r PROJECT: 00 EV 4
<br /> 1
<br /> fiet4eliji-
<br /> SWISW,J! I 1 I I 'r 14 '
<br /> I I I I I I CRAWLa3PACE7 �r.3.h
<br /> A Weyerhaeuser 1 2X8 EXTERIOR WN1 1.6.O.C,ttP. I • p/�� S WV 1 { 1
<br /> { I r• l�^" 12k6'Co2rnw... 1.
<br /> �FoonNG.ttP.R4ga1p) I
<br /> PRE ENGINEERED TRUSS I I -fi I �• ° i
<br /> r CONC STEM WALL
<br /> face of existing wood sheathing •24.0.C. 4,.` �2- 1/ ';�PER R404.1.0.2
<br /> /2x4 gable end wall r I1: I I 1 �( I I •- I
<br /> match height of existing eyebrow roof -1 I SW-1 I I 8/T TJI 21040240.C. 8 I 2 6• 1 1 PROVIDE 1?DIA ANCHOR BOLTS W/ § I W O
<br /> wish new sheathing - - '- � WASHER(PER R802.11.1)080.C„MAX IT .7 0 ICs
<br /> n
<br /> 2x4x96•long rafters 2x4 hold-down .i 4.00 I. ^' FROM WALL END,7'EMBED PER R103.1.8.1 Z
<br /> each rafter I 7 BgpCED WALL1. I I I I I Ij,l N
<br /> �"', I I I I I IL r
<br /> sun SI MH2.5AZ 4b V'-
<br /> `I 2X10 HEADER TYP. weI 2x4 AD �' /2x4ceJ.Cremng OPENINGS ft802.7(1) 3M'ROOF SHEATHING PER 8503.3.1.1(1), I MANUF REOUIIIEIAEM3 I I PRONGS CLASS 7 VAPOR RETARDER •� 2�' •I (-
<br /> /�'/ ' STAGGER JOINTS.NAILING PER STRUCTURAL
<br /> / I-II 1 %""� GENERAL NDTE3. I 0 I I (MIN IO ML)A�TCM SPACE,TAPE I Q O w It
<br /> •
<br /> �� ICI secure each 2x4hoeaown 1 8SS9 ICI_: i I 1 I I / I 2 W J
<br /> �, m zx4 ceiling
<br /> toot "2 �� i I e TYP. (/� W •
<br /> r,-- 1!�/jam 7� U
<br /> I.
<br /> t2� ( m I SW-, � ---- I I I I _ '• I �- W
<br /> 12
<br /> door R.O. I •'
<br /> ANY
<br /> BRACED 111ALL 2-0' I Ul. C ���/ 9/R'T.A 31Ce Q310.C. I I I 3-0' ,, 1381T 1--,� b
<br /> PRE ENGINEERED TRUSS FQ 10'Tr/aft Y I
<br /> I 2r O.C, 4 1 MN 1 I 71N'� I 1 col 'r
<br /> 7330IN VENT.TYP.�1 1
<br /> r f existing wood sheathing I i ' -. ' �' I i I I --
<br /> match height f existing eyebrow roof ,' I ` `► I I 248 TREATED DECK JOIST•tr O.C. I i
<br /> with new sheathing 2.gable \
<br /> new roof4o-watl metal flashing end wisp I I I I I
<br /> PROJECT FSBlIEB:
<br /> and munter4laeh'ng
<br /> 3' 0'
<br /> I I I I CONCFOO7ING;I REMAN I ISSUE„�T SUBMITTAL DATE 10.1B.2073
<br /> zxa tight o raft* 1 ` I I I 1
<br /> z0 - 1 •
<br /> among eyebrow beyond .1 s'n'°'"'s'r""Fsv
<br /> I ', I I 1 1 / I
<br /> vr�w....6K ex I , I I I I `(E)CRAWLSPACE I SHEET DATE 10.ilAA
<br /> g «3eL®•�"• I • 4 1 I /" I I J I REVISIONSA
<br /> 2x4 refte we 112'pywaad 12 ( 2x4 tight to rafter
<br /> I _\114
<br /> ___,1 ROOFb \ro I 1 IE)FLOOR FRAMING TO I I I 1 01.032024 PERMT CORRECTIONS
<br /> _ REMAIN,CONTRACTOR TO
<br /> or 1/2.O•n sheathing ' I CONTRACTOR TO I I VERIFY CONDRON
<br /> 2x4 u1 Framing VERIFY WHMOP/ - /
<br /> gber<emen panel over insect I I 1 I 1 /
<br /> wean:d hardware cloth �x2 ONE I I I 1
<br /> ,/ 2x61ghtbnca4o+afterl r+e.\
<br /> / . I a\`\�, I I I I CONTRACTOR TO VERIFY(E)
<br /> ' 2xa@t6-ac ' `� CRAWLSPACE VENTILATION bINSULATIO DRAWN qSE
<br /> �/ 9 B I k I I I I ��ONMEET CURRRENTCODE,REPLACE/MODIFY AS ' CHECKED: ASP
<br /> I' dbl.2xa bream a $ I , I I I I I •
<br /> sIFE'r TITLE: 2213
<br /> 5.'4x61bda over 121\ I IBM
<br /> ; ; i ; ' ' �OVIDE CLASS 1VMOR RETARDER FRAMING&
<br /> 2x4 sub-lama
<br /> I \1 '�
<br /> DNNIOML)AT�(E)SRA AGE,TAPE/ I SECTIONS
<br /> MIS
<br /> 6bercement Panel over 1-board insulation 12
<br /> . door R0.
<br /> II II II II
<br /> over existing wood sheathing l
<br /> 5/4 x 4 sub-trim to nosh with I.board insulation I �`
<br /> I aIN .14
<br /> ••. � 1 I 1 I I •
<br /> 2x vertical leg of brace I I I I
<br /> face 0124'post-at brace I 1
<br /> ISSUE PERMIT CORRECTIONS
<br /> I I I `SEE 5/A-401 FOR CANOPY-.. I I I I I
<br /> 1 FRAMNGDIAGRMAS -Al I I I I
<br /> CANOPY FRAMING DIAGRAMS © ROOF&BRACING -FkAMING J �.ym Li•FRAMING PLAN Li-FOUNDATION PLAN
<br /> ,., . ' - • Raj../•1� I SCALE:1/4"=1'-0' w I I SCALE:1/4'=1'-0' '� I I SCALE:1/4'=l'-0' I A.401
<br /> MORAL SHEET SIZE IS 24108 Al I PLOT DATE:1/31202IBIISO1 __-_._ _...-... _.._.._
<br /> MORAL .-__ _
<br />
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