Dune Grass Plans Lots 31-32
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61
NO SPECIAL 1NSPECTI~NS ARE REQUIRED Z °A~ UNITS ~ 1,14 SCE. FT. 3 BEDROOM 2~%z BATW LOTS 3i 32 ONITA TOUJNWOMES THE ENGINEER OF RECD IUILL MAKE STRUCTURAL OSERvATIONS NUl SEC i2, T ~S, R 1tU,
PR10R TO POURING OF FOUNDATIONS, UPON COMPLETION OF ROUGH
FRAMING OF THE FIRST FLOOR, FRAMING OF TWE ROOF
AND FINAL INSPECTION tUHEN SU;35TANTIALLY COMPLETE
CIAO. I{~ ROOF TRUS95: x .~i ,C) ~Y f rc,,i ~~~t; ,,ew;url 1
PLANS, SPECIFICAT10N5 AND STRUCTURAL CALCULALTIONS ~ LOT NUMBER - -~.,•.a ~
TO ~ SUBMITTED TO ,AND APPRO~eED ~Y THE PROJECT ENGINEER s'++, w, ..rMi~cJ^t'~1'1i;3?~a '.1~~N~{~~i ,ANY DEFERRED SUDMITTAL ITEM SWALL NOT ~ INSTALLED
UNIT TYPE , , UNTIL THE DESIGN ,AND SUBMITTAL DOCUMENTS I-~A4~"E SEEN ~~...flwa i~~~~i"~~ ~Y~ ~~~i~r,'>i,f
ROUJNOUSE CONSTRUCTION 1At.U OREGON ALTERNATE METWOD APPROvED ~3Y THE BUILDING OFFICIAL
RULING NO. 0010 DIVISION C! STRUCTURALLY INDEPENDENT „a;~~a~n~~i-F¢ ;:;gin ,7 ~rfJ,~J ~PSifg"~6
APPROACW.
` GONST UCTION TYPEn TYPE YN ~UrMODIFIED ~ NR UJALLS ; ~~"'~raa~a«c%~ ~ ~'r~°~b~rn~,!n ~I1'an n~ R „ru~a,~ ~1°'~~~sr~
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~ EXTEND MODIFIED 2 NR UlALL 51m X 51m SLDR
I TO EDCxE OF DECK I `r X 5 NDR ® 4 X 12 ;SEAM _ _ _ _ ~ , Q LLI
IT12 k b/m ~ 4 X 4 POST U~ v ~ ~ 51m k 5Im SLDR 4 X 6 TYP
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~ ~ ~ ~ , ~ ~ ~ To EOC~E OF DECK AS FOLLOUJS: i~ II ~ ~ ~ ° , PRIVACY 1llALL I ~ I FULL NT. To 4 -m AND 56 NICxN I
~ upi ~ 9 TO THE DECK EDCx
~ I I I ~ I I ~ , ~ v ~
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a " ~ 4 x 4 ~ AND SNOtUER ~ ~ ? I I
5/m k 5tm SN ~ _ I I I t2) 5Im X >;Jm 5N ~ ~ I ~ ~ ENO UNITS ~ END UNITS tUITN I X I 22 k 5m ~
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4! ~ I I FLOOR JOISTS 214 1X XI x x I I 2Jm X 41m
I R~p ; I 1f6Xt1mSN ~~"i p ~,~'i I I ~ UlI4 k S NDP 4 X 5 NDP I ! (
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1 A i I 4
~ , A s ~ i 9 ~ j ( 2m m LL APPLIANCES TO BE UL AP OVER
ELE TRIG BASEBOARD NEAT TNROUCxNOUT BATH FANS TO BE VENTED TO OUTSIDE
VENT DRYERS To OUTSIDE
RAN~zE NooDS TO BE APPROVED OUCTLE55 MICROtUAVE
2''S' 6'-2, ALL ~xLAXINC~ To BE DOUBLE AND TEMP. ~1NERE NOTED
Il°-2' b'-Im' ALL tUINDOlUS To >3E VINYL SASH - 51XE AND STYLE A5 NOTED oN PLANS ,7
2m'-m° 525 5Q. ALL PLUMBINCz AND ELECTRICAL IUORK To BE IN ACCORDANCE
~lITN STATE AND L AL STANDA 5 1I iI UJATER HEATERS To BE FITTED IUITN PRE55URE RELIEF VALVES ORB N
ANO SEISMIC ALLY BRACED
a~a" = 1'Pm' 1,774 So. FT.
149 SO. FT. 5EE BUILD1NCs FLOOR PLANS AND ELEVATIONS FOR IUINDOLU 19D D. EXPIRES: DEC. 31.
OPTIONS AT ENO UNITS
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CONCRETE gESIGN 5TRNGTH TO BE AS FOLLtJWS. 40' X 40" X IZ' 9 "4 BARS EA WA1'
BASEMENT ANq FOI,~(gATION UJALLS NOT XPOSEq TO WEATHER: 29 P51 GIN
BASEMENT ANq CNT, SLABS ON CaRAgE: 2900 PSI b 4$' X d8"XIS' 6 #4 BARS EA. WA°f . WALLS EXPOSEp TO WEATHER: 3000 PSI 4r 17 •y
EXTe PORCHES t STEPS, CARPORT SLABS ANq CxARAGE SLABS: 35 PSf 7 b0" X Eta' X 19' °i ~ BARS EA. WA'f
PRO'~IgE Z X PRESSU TREATEq MUq SILL WITH ANCHOR BOLTS OREGON
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3. i' k b' SU~FLR OR LE55 TO EACH J015T, FACE NAIL f2) $d LE55 bd ° 4. WIPER THE I" X b" SU~FL R TO EACH J019T, FADE NAIL (39 - 8d I9J32' - 314` ~dR bd ° L cNj
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7. 7OP PLATE TO STUD, END NAIL 121-Ibd t . 5U5FL R-UNDERLA ENT (Td 1NCs) 8. STUD Td SOLE PLATE (4) - 9d T AiL OR f2) ibd, NAIL 9f4° AND LESS 6d° CD "
9. DOU6LE STUD, FACE NAiL ibd a 24° C/C 1/8' m 1' , Bd ° 10 CCD
im. pOUeLE TOP PLATE,FACE NAIL 1 m ib° C/C I I!8' - I U4' Imd nR ~d° TYPE V NON RATED CONSTRUCTION WITH MOD1F(ED HEADERS OVER EXTERIOR WALL OPENINGS TO BE 4 X 8 pnU13LE TOP PLATES, LAP ICE ~ -Ibd 21. P L 51D1NG lTn iA"9MGt 2 NR WALLS EXCEPT WHERE NOTED OTHERWISE o
I1. ~L iNG 6ETU~EEN JOISTS AND TERS Td TOP PLATE 3 - 8d LE55 bd s2. RIM JOIST Tn TOP PLATE sa ~ b° c/C 51$° $d' EXTEND RATED ASSEMFLIES BEHIND 5 1TS, POST # PEAF1 FND TO COMPLY WITH U.P.C, SECT. 2516
>3, TOP PLATES, LAPS AND INTERSEOTIONS, FACE NAIL ? -ibd 2a FIDE O sHEATHI STAIR STRINGERS, FIREPLACES, SHAFTS, TUPS. ETC. PROVIDE DRAFTSTOPS AT FLOOR AND CLG. LINE AND AT 31~' lA. CONTiNU HEADER Tn PIECES Ibd w Ib° C/C AL Ea EDGE ir2' h1 Ga' ALL EXPO5ED PLYWOOD TO PE MIN. C-C EXT G DE HORIZONTALLY AND VERTICALLY IAW SECTION 1O8 OSSC ~~r 0
)5. CELING JdI5T5 Td PLATE, TOENAIL 3 ° bd' ALL OTHER PLYtUOOI: TO BE STANDA GRADE 1st # 2nd FLOOR INT. BEARiNCs U1ALL5 TO BE S X 4 ®!b° I co)
TINUnUS HEADER Td 57UD 4 - Sd ° C C n. CEiLI JOISTS, LAPS R PARTiTI ,FACE NAIL 3 •Ibd 25132° ~~i PLYWOOD NAILED W/8e~ ~ 6' C/C ON PANEL EDGES PROVIDE ATTIC VENTiLAT(ON EQUAL TO lI3OO OF THE ROOF AREA ?F AREA
15. CEILING JOIST Td PARALLEL R5, FACE NAIL 3 - tbd ed" AND 12` C1C ON INTERMEDIATE SUPPORTS WITH AT LEAST 5O9® PROVIDED AT 7NE RIDGE 19. RAFTER TO PLATE, TdENAiL ~ - $d ~b Ga ° HORIZ. STRUCTURAL MEMFERS TO BE MiN. *2 DF DOORS WINDOWS AN I op~
D NSULATiON TO FE (N ACCO ANCE WITJd m. i B E Tn EACH STUD PLATE, FACE NAIL 2 - 29 INTERIOR PANPLING ' 21. I k 9 SHEATHIT~s dR LE55 Td f SEARING, FACE NAIL 2 - Ed a~$° 4dr 2nd FLOOR TOR PLATES ONLY tl ~1 DF ENERGY COMPLIANCE PATH ~I WITH 1YJ
22. WIDER THAN i° x a° SHEATH TEACH SEARING, F NAIL 3 - ad bd' ALL OTHER PLATES, FLOCKING ETC. TO PE MIN. ~ 3 DF ENTRY DOORS; U~O.54 FLAT CEILING: R-38 23. GUILT-UP ER STUDS ibd ~ tb®Crc 5TUD5 TO BE STUD CxRAP~E WINDOWS: U®O.dO 5LA8 EDGE: R-15
24. EUILT-UP GIRDER 6EAMS 2®d p 32° C!C AT T AND DdTTOM ST - 2 2md AT Ea EACH SPLICE WALL INSULATION: R-21
25. 2' PLANKS 2 -Ibd AT EACH SEARING
t. C dN dR BOX NAILS MAY ~E USEp EX 7 RE OTHE SE STATED 8. C SI RE515TANT F IN:x NAILS WITH ldlb` MCH DIAr1ETER HEAD
2. NAILS SPACED AT b' C/C ~ E S, !2° C!C INTER°7EC51AT6 1~a° INCH LENGTH FOR I'a° 5HEATHINCs '~i~' MCH L TN FOR SUPPdRTS ESCEPT b° C/C A7 ALL SUdRTS tU4dERE SPANS 4a' dR h90. 25132 INCH SNEATNIIJ'a C 1NG 7d THE RE~.11 S SECT1~1 2349 1 W4
NAILING C~ SOD STRJCTUI PANEL PARTICLE A 5. dSiCN SI5TAN7 STAPLES WITH NC1°fiMAL "ilib INCH CR I'rb` MCH DIAPNR SAND AR WALLS, R Td SECTfONS L TN FdR Ui° SHEATH AND iT''' INCH LENGTH Ff7R 25132' NCN SHEATHING
23153,3 ABD 2315,4, NAILS WALL SHEATING MAY 8E C GN, X dR CASING 1NG Td THE QUI NTS OF SECTION 23049 . 3. C CM! dR DE p SH id, PAVEL SU T5 AT lb INCHES - 2d INCHES (F ST TH AXIS 3N THE L DIRECTIdN OREGON
4. C ~ ~ THE PANEL, UNLE55 dTHERWISE h9A D. CASING FINISH NAALS SPACED 6. D D SH b @i 5 ~ P LEDGES, I2 INCHES AT INTER'1EDIATE S Ile
6, Cn 81ON RE515TdYd7 51p(NG OR CASING NAIL6 C OR~IA~a Td THE 11. P L 5U RT6 AT 24 INCHES. CA61NYs F9NI5H NAALS SPACED b' dN PANEL REQUIREh1ENTS SECTiCN 23449 E E5, 72 INCHES AT PNT>^ DlATE SUPPORT6. D
T FASTENERS SPACED 3' CIO ~ EDGES AND 6° C/C INTEi'd"tEpIATE 5
WIRES: VF-C.,31,6
JSXIN3~8
2 X 6 - ib° GIG FRAMING ~ x ~ F'.T. SILL WITW
" A.. A5 NOTED FiN, E 111
~4 II
III
II
AR77 WALL -SEE ~ "4 UNCOATED REBA DETAIL ON D2
DBL P.T. 2 x 4 51LL z ~ MBN. (I) PER BLRG. LAP W/ . A5 O ~ d~ ~ I, ° 2 x ~ P.T. SILL WITW A.B N TED
2 x 6 P.T, 51LL WITH MiN. i2 IF 5PLlGED ~ ~ A.B. AS NOTED iv . AS NOTED CzA GE SLAB II
8®®
*~4 VERTS ~ 16' GIG
I ~ ~ (r ~ 11 11 II fl II BAR E 5L *a WORIZ. BARS ~ 16' GIG
IIII~ II u ~ ull a i1
*4 WORIZ. B 5 ~ 1ta' GJG ~ Rlb RlCxlg INS. 1 f, RI5 RIGID INS, I~ > II
L f '
~ " ~ 'G "4V T5~18°G!G ? II *4 WORIZ. BARS ~ 16` GIG 4 VETS 18 /G ER ~
I ~ II ~ II II "4 vERTS ~ IS` GIG ~ ~ ~ ~ @
I$I ~ woRiz. BARS I~ GIG I~
I; II ® II 1 r
11
!15
(2) BARS G NT.-- (2) *4 BARS G NT. ~ o cst (I) "4 x 20 LONG UNCOATED BAR
.MIN. ONE REQ. EA. BLDG. 15` ~ ~ 15 !2) "d B GGNT.
t2) *4 BARS GGNT. 2~S'
d i 0
sa m 1 0 0
I!
1 ALL STEEL REINFORGINCx SW IWA ASTM A~15: DE 60 I e®
2' GL REBAR N LAP 46 DIA ® W BAR 'M'
` F AMINO II
2~~-16 G!G R 2 X 6 P.T. 51LL WITH
,4B, AS NOTED FIN. GRADE
i~ e0 STEEL FRAME
II 5 ° " 5W TS II EEL EE DRfvEWAY OR II ~ BAGKFILL WALL WITW 2
fi I lNCx C~ ANU A fxARAC~E SLAB REE A N R L R I~ "4 BARS ~ 10°
II MATERIAL
II
II r b
~ II o « ® o ~
~ BAR 'M` acs
" ~ PERF. PIPE 11
*4 vERTS ~ 18' GIG WBiLTER FA;BRIG acs a
II FLOOR SLAB ° I a ~ ` * ~ G ~ *4 A 4 WORIZ. BARS I~ G1G ~ 4 $ARS ib G/ B R5 9 G!G EA. WA1' ~I I'L
REBAR 'O' II 11 U ~10
IG II
~ z dpi
v ~ ~ x'10
II a ~ GLR ~ - asp • ac ~ ® 1
Aft V r= u @ Lo loo
d Ir
G Ws ~ A 4S' II
B II o!-2z
N L Lo
II v
g e v ® 3~de i"'0'
l3) "4 RS GGNT. ~d ®I -0 TOP d BOTTOM i Al
g0° 6
A
W We A G B BAR 'M' BAR 'N' BAR °O° OREGON
4°-4' 6" S° S' 2'-0° "4 ~ 15` G/G "4 ~ 18' G/G *4 ~ 18° GIG
d 5'-4` B° i0° 10° 2°-4' *4 g 18' GIG *4 ~ 15" GIG "4 ~ iS" GlG 7°-4° 8' P-2' I°-2' 3'-0' "4 ~ 16' GIG "4 ~ l~' GIG "4 ~ i$' GiG
9'-4' S" i'-8` I"-S' ~°-0' "r9 g 9' GJG *4 ~ 18° GIG "4 ~ 15' GIG
~4° : I°'0° GONG TE Fe; 3000 P51 PiRES: P EC. $1,
. ~ ° REBAR: CsRADE 60 (1)15 A UNITS
Wt: 12'
FiC~SN3,8
e ~I N~~~.I ,TABLE 23-II-B-11991 NO PENETRATIONS OR OPENINGS ALLOWED Np PENETRATIONS OR OPENiNCsS ALLOWED
Gt~NNEGTIt~N NAILING ' GONNEGTION NAILING ' CLA55 'A' CAMP. 5H1NCsLES pvER 15"FELT OVER ~2° FIRE TARC7ENT PLYWOOD SHEATHING
I~ SILL 70 JOIST ORGIRnER, TOENAIL i3J - 8a 26. S CTU PANELS ANn P ICLE t` FOR 4'°° EA. $IDE pF WALL 1L1
2. BRIDGINCs 70 JOIST, TOENAIL EACW l2J - 8a $UB°L WALL ATHING fTO J , ° 3. 1° X 6' SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL i21 ad AND LESS , bd CT)
4. WInER THAN 1° X b' SUBFLOOR TO EACH J015T, FACE NAIL t3J - Ed 19!32' - 314' Ea bd` 5. 2° $UBFLO TO JOIST DR GIBER, BLIND FEE NAIL i2J •Ibd 11a° - 1' 8d` tf)
6. $OLE PLATE TO JOIST OR BL ,FACE NAIL 16d ~ I6' CIC I U8' - I U4' 10a' 8d ` 1. TOP PLATE TO STUD, NAIL i2) •Ibd t SU~L R- ERLA T (TO F INGJ
8. STUD TO SOLE PLATE i4) - 8d T AIL i2)16d, NAIL 314" LESS bd' 9. DOUBLE STUD, F NAIL Ibd ~ 24° C/C 1~' - I' + 8d
10, ROUBLE TOP PLATE, FACE NAIL 16d ~ 16° C/C 1118° - I 1/4' 10d 8d °
nOUBLE TOP PLATES, LAP SPLICE a -16d 21 P L 31DIN3 iT0 F J 11. BLOCKING BE JOISTS AND ~ TO TOP PLATE 3 - 8d LESS bd` LMJ
12. RIM JOIST t0 TOP PLATE ®b° C/C 518' 8d° 13. 7 PLATES, LAPS MTER3EGTIONS, FACE NAIL 2 -Ibd 23 FIRE ATHIN;s "
14. TIN HEADER TO PIECES Ibd a Ib° C/C AL EA E I~° Ml GA` 16. GEILIN!a JOISTS TO PLATE, T AIL 3 • 8d bd`
!6, T! HEADER TO 3TUn 4.8d F6 11. CEiL JOISTS, L OVER PARTITIONS, F NAIL 3 ±Ibd 25/32° hi OA.' ~
18: CEILIPbra JOIST TO PARALLEL R8, FACE NAIL 3 Ibd 8d® 3 on 4
19. ER TO PLATE, TOEN L 3 ° 8d hb GA ~ ~ 0. I' B E TO EdCW STUn PLATE, FACE NAIL 2 • Sd 29 MTER1 P LINr's pPENINGS FOR VENTILATION
21. I X 8 ATHMCx OR LESS TO EACH SEAR FACE NAIL 2 .8d ~ Y° 22. WInER 1HAN I° X 8' ATHINa T EACH BEARMG, FACE NAIL 3 - 8d bd, ALLpWED IN NON-RATED SHTCs. ~ 9
23. BUILT-UP R 3TUn5 Iba ~ Ib' c~c 24' C/G -FABRICATED T 55E5 24. QUILT-UP GIRDER BEAMS 20a m 32' C/C AT TOP B0T7
ST EREn • 2 20d Ai Ed. EACW 3PLlCE 25. 2° PL 2 - !ba AT EAOH BEARIPXa BEVELED 2 X PLATE R-49 BLt~WN 1N5ULATION
DOUBLE 2 X BLOCKINCs
BEVELED
I. ON OR BOX NAILS MAT BE D EXCEPT RE OTHERWISE STATED 8. (CN RESISTANT I}~la NAILS WITW 1A6° INCH nl TER WEAR 2. NAILS SPACED AT 6' CdC ~ 6,12° CIO MTE IATE Icy' MCH L 7H ~9° SHEATH P,i° MCN L TH F
SUPP S EEPT b° O/C dT dLL S S WWERE SPANS 48° M 25/32 iNCN SHEdTHMG TO TF4E 1 NTS SECTION 23043 NAILMG OF 9Ti0dCTUIRAL P L ANn P IGLEeO °
DI S SHEAR WdLLS, R TO SECTI ~ 510N ~315TANT STAPLES WITH NC1°1MAL 1!16 MCW C Iva INCW 2315,33 ABD 2315,4, NAILS FOR WALL dTING MAY BE C ON, BOX CASING L TN ~i° SHEATH Iran LENGTH F 25A32' MCW 3WEATWING 1/2' GYPSUM WALLBpA
3. CN OR n D SHANK MCz 7O TWE t°2UI S OF 3ECTI 23043 10. P L SU RT9 AT Ib MCWE3 - 20 MCHES IFS N;sTH AXI9 IN THE L DIREGTICN 1 LAYER A, 51DE OF 4, THE P L, tALES3 OTHERWISE M D. CA3MG fMISW NAALS SPACEp
5. n n 3H b MCHE3 CAV P L E 3,12 INCWE9 AT INTE n1ATE 3U RTS ~2' GW6 NAILED IN PLAGE b. ION 1~5I3TANT 31DWG OR CASING NAILS MCa TO TWE II. PANEL SU RTS AT 24 M S. CA3MG FMI3H NBALS 8P 6' PANEL
I~EAUI ENTS ~ SECTION 23043. E E3, I? INCHE3 AT MTE LATE 5. 2 X 4 - 1' STUDS
1 FA9 RS 9PACEn 3° GJC + EDGES 6° CJC MTE DIATE 5U RTS 31/2' BATT INSULATI
o~s® TYPE 'X° GYP. BOA EA. SIDE
APPLY PARALLEL OR AT R(CxNT ANCzLES R B
W(TH STUDS WITH 6d COATED NA1L5 1 1/S LpNG, 0.0915 SHANK P AIR CaAP li ® ~ ° 4 WE 5 4 G/G, NAIL WALLBpA TO TOP AND
BOTTOM PLATES ~ 4' O/G. STAG~xER JOINT5 EA. SIDE
• MEM73RANE PENETRATIONS AT RATED WALLS:. NORIX. BRACING REQUIRED ~ MID HEICsHT. FIRE RESISTIVE WALLS MAY. HAYS OPENING5 NOT EXGEEDING 16 SQUARE INGHES FIN. FLOOR OVER I/2` PARTICLE ,
FOR STEEL ELECTRICAL OUTLET >30XE5 PROVIDED THAT THE TOTAL OF OPENINGS >3D, AVER see' PUiD 5U8•FLppR 16d ~ 12~ C/C Tp Jp157
FOR EVERY 1 SQUARE' FEET OF WALL AREA DOES NOT EXCEED 100 SQUARE INCHES. pVEF2 PI II 118° J015T5 10d g 6 G/C 5U8-FLOOR TO J015T
~ ELEGTRIGAL OUTLET BOXES SHALL BE:
STEEL OR RATED PLASTID. WHEN RATED PLASTID BOXES ARE USED THEY SHALL WAYS A RATING EQUAL TO 7WE RATING OF THE ASSEMBLY IN
WWIGH THEY A TO BE INSTALLEG~.
8 FIREE3LOCKINC~:
FIRE BLOGKING IS REQUIRED AT THE FDLLOWING LOCATIONS
I. IN GONGEALED SPADES OF STUD WALLS, INGLUDING FURRED SPADES CONT, 1314' X 111/8' LYL RIM
AT FLOOR AND GEILINC~ LEVELS AND AT 10 FT, INT. WOR1Z. AND VERT. JOIST W/DHL LYL 15LOGKiNG Z. SOFFITS AND DROP CEILINGS EAGW BAY
3, AT OPENINGS BETWEEN ATT(G SPADE AND CHIMNEY CHASE
4.AT OPENINGS A ND VENTS, PIPES, DUCTS, CHIMNEYS,
FIREPLAGES AND SIMILAR ENINGS WH1GH ALLOW PASSAGE FOR FI AT CEILING AND FLOOR LEVELS, WI7W NONGOMBU5TIBLE MATERIALS
ro ACCEPTABLE FIRE BLOCKING MATERPAL~ (EXCEPT A5 NOTED IN 4 ABOVEJ 1 LAYER EA. SIDE OF
1~2' GYPSUM WALL00A °i2' GWS NAILED IN PLACE 2 NOMINAL LUMlSER, GYPSUM BOA ,MINERAL FIBER, GLA55 FI;3ER
AND CEMENT ASBESTOS BOA OR OTHER APPROVED MATERIALS 5ECURELY Z X 4 - 1~' STUDS
FASTENED 1N PLAGE..
312' BATT INSULATION 24' MIN.
TIGHT FITTING OR 2 X 4 - lea' /G F ING
FIRESTOP 5r + + a TYPE X GYP. BOA EA. SIDE b
APPLY PARALLEL OR AT RICxWT ANCaLES WITH 5TUDS WITH dad COATED NA(L5 1 1/8° LONG, 0.0915' SHANK
is4' HEADS ~ 4' C1C. NAI WA I L LLBOA Tp TOP D
1' AIR CAA BpTTpM PLATES ~ 4' CJG. STAGGER JOINTS EA. SIDE , I n 'I x
HpRIZ. B GINCs REQUIRED ~ MID NEICxWT. p
FINISH FLOOR A5 NOTED
MODiF(E 7 HR WALL METAL OR TED doo
PLASTID BOXES 0
o® L col -
MODIFIED 2 HR WALL nia' TYPE 'X' GWi3 U .0 pL d
4' GONG, FLOOR SLAB
,i L ® WF
G
GLA55 FIBER INS. STAPLE w 24' X 24` XSia° TYPE 'X° ALL EDGES BLOGKED TO ONE SIDE m 10 FTe G/G 1.1AX. 7904
e a ° 1 = 1-0 OREGON
PROVIDE FIRE BLOCKINt~ PER pSSC SEC. l05 ~ ~O FLR/CLG. A55EM13LY: 5TG 55 - ll HRJ REF. CsA. FC 5101 ry
TIC 50 REF. RESEARCH REPORT 3433 DE51C~N C~ ~ rS+~
WALL ASSEMBLY - 5TG 51 - F. RIVE ANK ACGUSTICAL LAi35 TL15-63
~ SEE CsA FILE Np WP 3310 FpR FI RATING PIRI CONTINUE WALLBp BEHIND TUBS WHEN pN THIS WALL PI 3. DEC. V
M2W 18
i-
ui
CLASS 'A° COMP. SHINGLES
SIMPSON H2 l5-bd) TRUSS TO
51MP. A35 L TO
aid ~ 6' C/C
2 k 4 ~LOCi61NG
,
t~„~
''/7° DRl'tJALL FINISH 26 GA. PREFINISHED
w-°`'"Y~ GUTTED
2 k 6 - 16 ° CIO FR ING °
R-19 pATT5
~y
(
1-
1'`~.. ~V
,
,W
s^'w'`w.
•,~,yi I~PI RIM JOIST
~ r
) OC
f..~- O
SIDING °45 NOTED OVER r 15~ FELT OVER 1116' OS
~ SHEATHING W1TH NAILING PER
THE. ATTACNE~ 'L® SHEETS
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1° _ 1'•0' ORE N
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SHOIiJN PERPENDICULAR TO JOISTS p.
E X~lF1E5: DEC. 31. D
UJDETN32
1-
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IUALK-IN ~LC75ET
MALL ~RAG~ET
6
94° - 35° NA RAIL 1Y
1t ~i'~ II
CARRIAGES 's C~tUD~R Rt7GjM ~!f`m r m ~~I
I X Sf~.IRT tf~ i Q_
I- ' i.
i ` ~ ii 1
RFi~I 11 71~~ JSTS ~ ~
LvL N17R5 ~ '
2X5~'15'ClC
LvL NCR W~FA 34° - 3~" ~}AN~RAIL
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9' M1N.
" -
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1 X 5K1RT
QL O
II II
'f N 1'®~p
ilNITS '13' ANC "F' ARE 511'ILAR
,qi®fqa
SM. FL SNING
~®FING A5 N4TE~ ROOFING ,45 Nora 5M ~A~ ~ ~LAS~IN~
2 X ~ - 16" RAFTERS 12 2 X 6 ~ 16' GJC RAFTERS +n~ A to
SIMP. N~.S EA. TR1~55 24" CIC 51MP. N2,5 EA. RAFTER
24' CIS 2 X VENT LOC16 TRU55E5 2~ GA. GUTTER !~z` MAO PUJI~ 1 X 12 TRIM
TR1~55E5 ~ 2 X ~ FASCIA 12 , , a mom 4m coo
E------ 26 GA. G~ITT~R SM Z FLASHING d 2 X ~ FASCIA ~ X 1*~ j _ _ -1 X ~ TRIM 9~ A K
ypq 4. J 4m 'I eS5
~ ~ 1 ~ X E~/ 4JGAI 1 ~ , 2X6'512"aS'~/~' IN
~~z RS P~J1~I ~ fz R5 R~1O 2 X 4 FRAMING t 212 X 6'S to
i
2 X ~ FRAMED COLUMNS ~ ~ ~ 1 ~C 4 TRiM ry Mt~O 1~tUL"~ 0 CD 0
_ o e®.s i a r pMry .00
i {
i i tN
' ' € ' ' MIN. CONC. SLAB ~ e
O 1 ~ELOIU FLOOR SLAB 1 x 6 TRIM I ~ /
t j a r 12 M1N ll Lo o
u x~. .
~`'",y 2 X 4 COL. FRAMING
WINiLTI STEEL STUt?S
,4`'`~,,, ~rz' Mf~O fi~WD
1 X 6 TRIM ~ , ~N 7904
0
~ 4' COND. SLAB ~ FIN.
GRABE OREGON
If ~ ' ~ r ,
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N
f EXPIRES: DE-C.31,
5TR5N316
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5 11~ c%L y 19~ss V
~ 9f ~ ~ 9~c 25,
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4# 2 S~. ~T, EXPIi
1,11A 5G2. ~T• TIRES: DEC. 31,
~✓A' : i'~~® 5 FC7R tll1NS~0U1
PLANS ANn ~I.EvATION
SSE ~L4lLC~iNC~ ~LpC7R QN5 AT ~N~7 UNlTS t7PT4
5~%xll~a LVL.
® ~idB~ BOLTS
CJP ~/4.CxAP 1/4' P BOTH FLAN~xES lu
IL _J II 11 II mr :L
IC~ ®u®`I I~I III I~I °~a'x3~ii'x~O` SHEAR
CJP I (2) 5/a" A325-N BOLTS ~,de i
b' 11' a' 4' s 3/ 6
21'
l~J
'1116 NT. TOP ~ BOTT.
2l' ~
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lOd ~ O,G. 3/I6` HOLES
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TRIP TO BE UJ1pTH) STEEL BEAM
SHEET RO FUR WALL TO
v~'°M.B. ~ 24' O.C. ENCLOSE F .
I 2x5 NAl - LER NO SGALE
~ ~ IRiP TO BE iUIC~TH)
3°-b't YERIFY
I 1 NO SCALE 5r~~x11`~ LvL.
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` 1'4 BOLTS 33rd' ~ V4
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CONT. FTC. SEE FL>TN. ~ ~ i/4 9 a t~
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IOd g O.G, SHEATHING ROOF SHEATHING CSEE T1'P, WALL
CSEE TYP. WALL SEG.) SEG.) FASTEN TO t-
DECK SHEATHING Ti~155 OR END F MING W/ CSEE FRAMING NOTES) RFTR. W/ WEB Sd O,C. lU
~ : OR BLK'G 5TU 'EDGE' ®,4ND
I>Z~d 6 O.G, ~ MAX. Off. 12 O.G, FIELD EpGE NAILI
AND BLO 'G _ _ _ _ - - Hi0 CLIPS g EA ~ ALL PANEL &d ~ O.C.
15d ~ S° O.G, to E E5. TER ~
IA
: ~ 2 X BLKNG CLG. JST. EDGE NAILING 2 X JOIST U"
TER =mom
'S1MP5ON' L550 EpGE NAILING
CSEE NOTE51 CSEE 5GHEDJ ~ z 4
2 X STUD WALL 2 X STUD WALL ~ SHEATHING
~ CSEE SCHEDULE) dl .ci
SHEATHING SHEATHING 2 X STUD WALL I,
CSEE SCHEDULEl CSEE SCHEDULE) ~
l' ~ l~J
ROOF_1 ~ ® e SCALE: 3/$ ~ I -0 ~ SHEARWALL eu~.~~x
FLOOR--1 ROOF-4 I ~ . J I ApAr 1 HOLDOIiN CSEE s ah7msxrs as b°aL. IroL E4• eAii~ uNL.
SCALE: 3/4' i'-0` SHEARWALL 5GALE: 3/$' ~ 1'-O' ~ SNEARWALL SCHEDULE) A I~•ea~. ~axafee EAGM ~D£ NAIL ~ 4" aL, 4' O.G. 45° ALL PAN3. A~
SHEATHING
CSEE SCHEDULE) $ X FRAMING ~ fae o•a.e. i2•aL. 4g° ~ HOLp L c rn°ana- ! aw
fod 4' oL is° aL 3a DEGiC SHEATHING 16d NAILS ~ O.C.
8d ~ 3' O.C. CSEE F BNG NOTES) fie' GUT WASHER D +n• APA- ~ aE~ o ALL RATED "»M'6 fOd 0° OL. 9' aL. Zi' PA1~. ,gM15 A7 HOEDOWN ' ST NAILitYs
aw E Vl°APA dx REIXIIRED m ALL -a
EDGE NAILING ®p I~ rOL. b"aL. jL,~nars NAILING . e ALL TH Ap
t A3b STEEL BOLT •APA- ! 4x REL4aRPD 0 ALL ' I I w aATm sxrb u~ 4^ aL, la• aL. PAr~ .x»wes J015T ANCHOR BOLTS (EXTEND THRU BM) EA. SIDE iL1Nb
' ' ® V2' APA- bx6 • EA Ba0 Gw ktul. ' 1 MIN, EMBED. s aATFD sNT'b x' oL. b= oL. q• sw STWS o EA PAraL
E E NAILING ~ I CSEE 'NOTES' FOR 2 X FLR )STS EA ei~ .a~iNr, sT CSEE PLAN FOR 51ZE) 1D AU PL ro a~>sre2 APA NATm swre,AU. HLaKID~
IIII ' SIZE ~ SPACING) y .~rrrsr~ravgaGrLC~ - 115E I J5T EACH 51DE zD rwu rwAr Aae rbT wASTE>~ Dine ro Ferns sNALL ~ Nnu 9Ma
'S IMP50N' L550 OF THREADED BOLT s~ r' DMA ro ~ wN~ing~A rED ~tre CONC. STEM WALL w be NAILe o e° aL. , Lz° aL. Flan
CSEE NOTES) ~ wr. ro FLa~ aa~ slue run. ro saw eNre II BM ORHDR rveao4°aL. s) rhsTer ar. a ara rD AIL on, w s1 Lso o ra° a.u wasz
CSEE PLAN FOR 51ZE) sm,ae. ~u>r~Yalz°OL.r-~r~c,e'P~,r~D.S°rrrPF 2 X STUD WALL - , ear. rASTEw TD ra oR w>» si wo. 5GALE: 3/4 - I -O I I ~ ra sae w ~ N~a
I I b> Au whu SHre rau Her. ~ wALL PaAwnae, raP PuTE TO I I v &JLTB ae sera Pure rur a sau PLAre O LL
5HEATHING i I ~nn>~ AaE ~aa. NAILS GAN ~ snnrc®FoR cax
CSEE SCHEDULE) ~r~' ~ li r y. ~-MIµ4x5~~A.PA~.r~ °7 ~0~ 1 tYl II SIMPSON BP ~ # ~Ow~w
L~ BEARINCs PLATE usa aarasDlcnors aEanae TvPn •c• s' Ta ~ ruvE ww. sx Puns nrm rsiN. sx ruru Ar P#A111N5
FLOOR-4 ? RELEIVINe NhiuN3 rrP>GU As>TES~ursD ,or P'° BUILDER TC) VERIFY ALL INSTALLATION REQUIREMENTS °`a
PER °'S1MP50N" GATALG6 POR ALL NLDN GONNEGIIGNS. *J 1 i-i EA° 2 X TRI ER TO
r ~ F~ CONGEAL WASHER SCALE: 314 I ~ SHEARWALL 143
~ x BOLT ~ FND®4
ruax FA5 rag sPEG1u
pE E p~D~> ,I (SEE FRAMING NOTES) ° NDBA A
5GALE : 3i : I -D t G *mr4e !ib> ~ Mna m PDr1a
iOd ~ ~ ° O.G. SOLID BLK'G, 1 NAn~ AT „ oxD. f ~ r s *r~nz ~eJ~raa ea7aA o Na
X37
Sd COMMON ~ O.G. 55P024 As. I 1~1T~2° fsJ Ibd bl I ~ 16d G ON r : rvzxb
~ O.G. s I JO157 ~1~ ST E D pEGK SHEATHING a~nTn~bA~
CSEE F (NG NOTES) 6' t~4r 6~'`~ 9 {ao1 s•sr®ab Aa
' EpGE NAILING
I~ 1~ ~ e f ri ID °kml0h' !4D 9/8° &M.T5 + 557029 A.O. SIMPSON L550 ~I pE3~ hV4"D~Ax~°AU.,rAD r
CSEE NOTES) ~I pBL. JST. OR n1 ~ rols• P -TS niw la'INra Frs. eL },yBL BL U~ 6x9 F057
~ 3 V -nroiGA,rs craN
2 X STUD WALL ~IL 2 X BLOGICING a wAiLS A~ °P was NA,ts u o ea.>5 Aae h~aY, ae ~s ~ lEp zD mow. Aes GAw ~ w wr e AMY Au.- RaD.
O.C. s) Au. . 4x Posr u.N~, N s s eA am ~ PAN€a.. dD MRC GOPG.S iN + G 0° wD0 Frill HALL IS ♦ #~D1J5. SHEATI-}INCx 3 (hl ~ OR FLOOR J5T5o s~ Au_ slo~.saN rs ro Oe n~T rwyw. fusrawna~. (7~~c lJ ~ to
. CSEE SCHEDULE) t DIA-SMEARS bD~Dr,.Ae Ni TIGN rO T+?E SlO'xaJ°AO. .IN Yiie
I I I r) F ~IFF~G PGX1 5TEN1 WLL< !7D ad CAM. IN FTe. M m 26' OL. iP c X
CMST12-1 n° or Eglu 6aL'+Tw ruY nnrrE r °cnsnr FLOOR-3 ® , , io t5 zoos. 5GALE. 3/4 I -ID ~ FL R DIAPH -~E n~, 4x sTUO EA. PArm. PCR aow~itt>✓N vNo ~Nh
HAVE MN. !X RATE5 AND MN. 8X tiA7P~lAL AT FaAHiNb L L L N 9) 4~ 1
BAR CONT. aFCawres Nh~utu Trrieu A5 D55~NArcD SeALE~ 3!$' : I'-0' ~ SHEARWALL 3v~ ` NG. SLAB ON b MiL BUILDER ro vERIFY ALL INSTALLATION IREMENrS
a~ ANCHOR BOLTS M015TU BA IER ON PER "51 N" CATALOG FOR ALL NLDN. GONNEGTIONS. SEE SGHEp. FOR 5PC°G" (~1 W(J)o L@ L 00 c
m 4 G NULAR FILL Sdg3'O.C. W 0 00 000)
pE SHEATHING ~ ~ • CSEE FRAMING NOTES) ~ `
®4 BAR5 ~ 9' O/G CONT > 0 V) .0
EDGE NAILING • TOP d BOTTOM CT7F'J ~
6d ~ 8° O.G. ~ ~ . HOEDOWN REFER , W ~ W LL U)o N-L OO)f
• TO LAT SCHED FOR ' ~ 51ZE d MIN EBEp.
E E NAILING-'~ 2 X QBLOGiCING . $G' V.W.
° ~'S' SHEARWALLS Q,
'SIMP50N' L59m ~ C1) LATER OF REBAR CSEE NOTES) AT BOTf OF FTC.
~7G `CO EXTEND I8" PR
P,~ST EA. ENp OF 2 X STUD WALL U1ALL t~;~ TIE INTC SEE FOUNDATION
F~ECZI°ENDIGULA~ FOR FTCx, 51ZE 41 1 904
SHEATHING Etat~T INCx CSEE SCHEDULE)
ORE ON
FLOOR-2 9 0. /1 'Y
~1~ ~ J I T ® o e R ,
5GALE: 314 = I -O ~ SHEARWALL I I LU.>~ T m~
1 w ~x~ EXPIRES: DEC..31, Lfi, i
SALE : 3~$
LAT3UAN36