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Report (3) CT-07 BULLETIN CT-07.1 • s 76-9 9-23 Y" 14'_,0• 1a-5' 6'-2" 22-2" 6-0" 3'-11 Y d7 -07 r4 RO7,. \V „I. SHALL BE SHEATHED AND NAILED -V,Siae a7 RT. 806 EASE 4 B FTG W/ T-TxB POST r1 10' 1 Qx 0' / DEEP FTG W/(2) NOTE ALL EXTERIOR PONY WALLS DEEP W/ABU66 {p / BOTT.EWPOST BASE- MST48 P T.6x6 POST THE SAME AS THE MAIN FLOOR rtJAIN FLR.WALL IJ'ST48 ,,�,E�+--� �L' 'r SHEAR WALLS DIRECTLY ABOVE TO PONY WAL-) 4_7(2) (MAIN FIR WALL TO PONY VIAI I) ry'1.L �/�{/./ �6�7�.I(MAIN Ftk.WALL TO PONY WAL_) W/ABU'6� I VTLJ✓G/V�, [J1STH014 POST F >THDt4 t_- ♦ STHD'. (PONY WALL fripall, (PONY WALL TO FOUND 2x 48—L^F r ...._,__----- ' v�yTU OUND1 ----- , PT.4x8 HDRL_ (PONY WALL TO FOUND) ) /BASE " �- ,L• ♦;J- 0 Xir F ♦ J ° � - ,� PTPT 2x6 I 1/L174 I / 5 1 h CO ^+ LEDGER NOR ° I 1 • _. I- j POP.CH FRAMING a (. uY. /♦/Y_ (� jr1SIM - (MAN FLRIVALL 26 LEDGER T 0: ¢� 7 j� O i -- /To.FORV WALL)_-A col � 36"SQ.x iO"DEEP FTG Ti ♦ • I\I 1\1 ' I I ._-`INSTALL CONTINUOUSLY' STHD,a-- a x W/(a)u4 60TT.EjV r r l Y. /a OPERATED MECHANICAL -IPONY•WALL BUNDI FD I �` - r - - j_ F 2x IF7GFR J j VENT{LAT)ONDYXTEMAT Tc1EOUND) L. II r--�' 5-LIDS ABOVE - r \ 1 \ ,- _I- 4�-Itit--1t1 17 L I -FECOAWLSPACE ... F3�i---- Ali F"-- --J i .. i - -( l I— a7 i s __2s �1 ,.-- 1 _. O -. _J r -� 17 I sea -t: -: I\I a7 \I II © {. 18-5Q x1013, J Ebb ® i 4 wfvP u�o o STEP FOUNDATION AS -1- I D€EPETG - - l - :: .I., STEP FOUND NEEDED PER GRADING. I ..... .:. ----r- 1.--•-----. it..- -.••�. } ---. •••--- - STHDUR- AS PER NEEDED VERIFY GRADING WITH -- �-I• __ _ _ -- -- - ' CIVIL PRIOR TO POUR. I I -{ •• 1 • pT,4x4 POST I 16 _ GRADING. . - �6Tn 1 PT 4x4 POST ® AILI "LA .-:. TYP LINO S60- J GvERIFY RACING f • • _ r: I TVP.-.0 v O - � 3- 4xBH - • - -T- _F --r ; f S 8 { 3V8• - •S 7 .. 0 -. 3'6Y I g,.{____�e._1_t__--} } 4x8 HDR--•HA.t —,—Fes.-I-�__I g ® - IL WITH _ .. S p� t1J ,� jl j. •••• • 1 *i 9}r B: :_ L1J-- :L1 :.-: Ll_ LIJ .. 0-I, CTOL POUR R � n 3.0 2'4x10-{. FTG _ -. 1-- { •- K $6i 5�" _ ;�6Y - 5 6Y2 A,ill;/� r -- -�. 1 .- 12 o (4)44 SHORT WAR BOTT L. { l .-!- 0 -r r {1" .M nt D _ � -• ( • i•:SfI Y10'DEEP FTG •1 �O _ ) Qno _ � W/FPS xd BOTt�VJ �� - I - Y - 71 -� .,o� - k,- 11.1-I I I PErN @ A D-1!�' - vi - t 1 '-n z � t TYP U N O " I: �I m _�' I1 11i C2212Q4A r-®-+ -- 1 R6N I _ - { J 1 ® I I- I 1 -��1■ f I-- mFr 5 4� I V.] IT�J { •64-PCWV WALII. I �'. PONY -® I., .-; A7.1 1 I-. S'{7�'nW f f I - f4` \ -m ONn\ri Wl BEARIN>�-' { I - I #WALL _ 1 A F� T I t{sPxee 1. 'I - .. - Aec wALL A80.. -,• _ 13 -- IALCl•71' .. _. .. -=a.,1C Ss J. 1 2-�4,_{ C f2213{JOA sn 4 � � r��'axsEUR e : 1 S� I` ` a-+ --T- +r•• �1r40 1Z- - '221400fii): - _o'I• STHD14 2x#POIyV WALL - -J L - 1J z_ LYL FB _ ry1 -rt1 4x8HJR �t1 - r'{'-i W(BEARING z / I 7 I P T-4 4 POST )WALL ABOVE 17 1 f 2x4 PONY WA I• F-- -�-�---1••$ .7,-....,....,.�- -9"!� _ ✓- �. W/HEARING '' ♦J L J- _L�J L - : L 3 1Lj_ Y � 1 ,12 DR _ - : WAIL ABOVF � 24"SQ xtQ r- -T -{- -4---�} i-• - - - � ��. ` I -f L.. 16 S---xlfl•DEEP•••_ tE - 1 N 1 /L SI'_�. �_-_ • D'A 1 _'_p2_ il�/. �_ t'13i u49CTT E* -:{1 _ -1 F t •I 1 P6 •I- 11 A'- -�- 1� I ISTH7,a ® -sT+ID __J. - -- 14r -- sfJol a>r�.:- ��l _ dx6 -- 7_!z -s11v�T- WJt2).#dBO7TEW ..I. - 1N 1 -mot---- . I^' .1 -- --• i^' I �� .� _.�� Eh CD4 ,0 TYP llNO. • _ • �_ S-`L-_--- -- _ �_J L NDOa_1 �. 1 r 6', a'-P., HDU9 g / osIii• HDUE ]'-6 -' _I 1t -•,• r/ ` rt. J -�LI I El - ® 6Cir j/ il- J ` 3/"ABOVE ORE 3/"ABOVE G.F.F. 51M. 3%"ABOVE G.F.F. --( T2 4�2 .'.I r . ry Eh 1 �/- �� PER CIVIL _ PER CIVIL PER CIVIL -I Lx4 Po I' NC-STEPS ._t // -1'-V"MAX HT I-1'-1Y"MAX HT -i'-1Y."MAX HT I u4 _1 WALL 1 SLAB 2 AS NEEDED TO �bxB HDBr J .. r i� ♦ - TO.S. T.O.S. TO.S. - SPCA _:_i� IR_ �I_ •I 2® a GRADEINISHED -- Z .4 -.re~' *� / I. ' P.T.666 POST / La •i• 3'11. 2 1. 2'_i• 7•_2• 8" A80V: 1-�� Tvp I '2 _f.� F SLOPE - W;ABU66 I I t CID I -.!la3 I 13 ro { L / 12 DN _J POST BASE I I 3`1fJn a-1t>3/ :I Z w o ® -o E" JI -I 56 .NY -I , I=:� - °`J I - 1' SIM. -114."� , O Q.' (�114" 'i{�� .gyp L,�' I. 0 '\ o m N o v T{ v :M 6 -nil l a•9 4�/z PLINTH STHDI4Rl - _ - m __ I lS1S! -E3 !'--1 11 FIXTURE 11 S6D ® 20 f_I ' �� Q P ABOVE I 31�2"CONC.SLAB m 3Y2'CONC. 1 s6.o 3Yz"CONC.SLAB �!r� ? -� VP I� S a' zo SLAB ® j -ta-� 1e / :.-I If �;i 2._p r snlDtaR> I i. - PvP s5.o ® 6p I r -_-"�. r '-H't- fCr 10 SIM. t II� ---t 3�9 - ; L_ VALIDITY OF PERMIT II LI ® I�BLNDLED a �_ T - 4x8 HDR1-•1 7 _11 ♦ ■ MI■ I ® STUDS ABOVE '� ''" THE ISSUANCE OF A PERMIT ' ' STHL,4 '� 4xg_HOP�R1 r (Ud Li 3E SQ. 10" ® ��36'SQ.x 10' '® .13 Tl/d - f3)2x4 ..-FIXTURE.ABOVE rl - 4} T 1 DEB TG.W, I I DEEPOTG_W, .I r�-1 2x'aPONVWALL ;: BASED ON CONSTRUCTION L J - - -O 4)F4 ROPT.EWI = I (4)x4 BOTT.EW 'I - 44 SQ-10 DEEP FTO -L_ DOCUMENTS AND OTHER I - BUND_fD I - ®m ® =4-11,41 ®� : i V F(33 4A-BOlT EW I STUDS L _ 1 -113/. G.F_F.PERCIVIL ®�.�--ll G.FF.PERCIVIL _J GFRPERCIVIL n%" T}] ER �� �_ 2aPQNVWALL I. ""4RJ DATA SHALL NOT PREVENT I ABOVE r Y1-'r t_ '�, V,/BEARING • I-- 1 777 ti o'{ WALI ABOVE ... t, m . 1127I { r N -, I J i _D I - III - -.I: Soo = THE CODE OFFICIAL FROM STHDI4RJ� 7 S6 0 - - I• g ; �': 3 a t 4' 6p ® REQUIRING THE CORREr STHDt41i - // E. } -I CT:'�N ! WSW 12PA STRONG-WALL D2 P4 { - -1- OF ERR. 2'-6"x3'-4"x15"DEEP FTG. �7 i 113'"I -_ ERRORS. ORJI., -L -- -�- W/(5) 4 LONGW _• t-._ :J.n � yt y Y L aSTHD,4RI9 STHDURI I\I • !, 10 14-4 (b)n4 HORT WAY 1'-6 t'-1�' 16' z 1'-]" 1L \-♦ J 7 - ♦ 16-3' 2�21-6Y" 8'-3 f 1 ® S50 3,7Y," ' STHD14R1 Pd ® 7 STHD14R1 ' k 60 , 22'-10'. ]6_9 MH • 2S Triplex (A) FOUNDATION PLAN • •`•• 1 Msrzcrtt - 0e CT-07 BULLETIN CT-07.2 VP 9 IX 20-11" fi 9`6Y4' 3'-1IY4 i { 6._3. O'_2 5'-5' ' `✓ 3_0 1 Y., L. i.9" - B T TVA. r , _ SY 3Y _ D7 A m J ,. r L Is �` I , War 60�S05 Ur I 30p0 9 2.-n' {' _ , _ {r-4'i • I' I ('� { 1- L - r-4" +I I0•_2' ,•_4' - I• . I 3-08.1 Porch £ I•c ~f EVER `� 3-0 -O F 3-0 -O FI Poiii h -} L `^ ' •- i-- 1- ® FLOOR ABOVE ✓ 3-0 510 SH 3-0 E-0 OH . . . 3-24 ® Ja ,iJ 1 1 I. Entry 8 �I S'-2Y< 4•�Y2' 4 M • 1 Living ./'� - 3-C 430 SH i— 9 ®`I 1 M I. 1 O ® • r- Dw�,, I 4 L Entry D, �, —. ® ® Dining P O Living SEE SHEET EES ��� D1 Living E2 FOR STAIR A D U-I E2 ECR STAIR a DETAILS S" DETAILS 6'-2%4" 1'-3y�- e � _ ® (221200A) owwquAr«ar C 2`2' F 4- TYP INSULATE FLOOR ABOVE NOSING 1i _� - ® LOW WA_L AT ~-IJ OVER CRAWLSPACE ,'-6" 4'-"' 4'-2" b. OC -� r- ---T m ® +42"ABOVE f ® i --- �` A NOSING�I --r �. \ 17 R t,. .I0 O > ADU-2 e a m DP® 63- Kitchen (221300A) 1 '.-z r 3-e ♦ 6-9' r 4'_6 1/ t T INSULATE FLOOR 1 - 1 �' ® OJ �- --- OVER CRAWL SPACE .'--I^ T I I I �3AW_ 4 -� _ 1 I Ir Dining RAC_ P. —'i -ow- a M ACC.-_, �' y�� ISto1�.1 I _ � I11 SFU — D 9'/z 6Yz'� H �.— (221400A) z'o " F O CRAWL 2-4 HCW Pwdr II `� INSULATE FLOOR ®ivnc[ m OVER CRAIVLSPACE ti -Ha Kitchen A_«ss TOWEL 1 SIM. YY___,,Slor v, a \f RING TR 1 i� ,l > Y_ DW In . o• I H`C r SIM.O® .� �L - ® {-t a • I J 'LSS 1L_---_ _ N_' ' ® ms u® �z Dining ° o m .^ Oj _ ELVCs S sHII d t SEESIIEETE2E. `° -- •m PLATFORM AT e ® ` ®FOR 2'I" e_1R Yz` ra' o/z 6'6f r 1 D. s'_, • 1 .F r—i M 2-B MTL " INSUL PLATFORM AT MAT - .- L 2x6 • a F"� Kitchen +18"ABOVE SLAB ® 8"ABOVE SLAB LOW WALL AT+42" ___+18"ABOVE SLAB `18 f 2x6 WOOD TREAD,MAX. WOOD TREAD,MAX.RISER 8" WOOD TREAD,MAX.RISER a' v ABOVE NOSING © q r 9 D2 — _ RISER B"(ADD AS (ADD AS REQUIRED PER SITE (ADD AS REQUIRED PER SITE r-rXV rv, I4` m REQUIRED PER SITE CONDITION)MAX.2 TREADS— CONDITION)MAX.2 TREADS— ICFACE I Entry —_—_ 111+, r CONDITION)MAX.2 e e �1 r_ss1 3-0 8-0 Porch ,+ IREADS ENTRY —t ED -` 3.-g�. 5'-11' TI e t „' • 3-,' Garage rr e ❑ r �f F+ • WALL FINISH h"G.W.B. 1 _J ) 2-4 HCW z 2-4 HCW 0 Garage Gard •e CEILING FINISH%'TYPE G.W.B. - �C _ - _ Pwdr / - WALL FINISH Y."G.W.B. g FIRETAPE ALL G.W.3. ili -`^ StO r' y © PWdY P TOWEL '" CEILING FINISH "TAPE'X'G.W.B. WALL FINISH-'/a_G.W B� WRAP BEAMS BELOW CEILING LEVEL a TOWEL II -rt--�-� - Cr o` T RING r FIRETAPE ALL G.W.B. • r CEILING FINISH " INSULATE FLOOR ABOVE 1 �� RING V I f'/ \, - WRAP BEAMS BELOW CEILING LEVEL TYPE'X'G.W.B. 3 l Tc I N iue--p,y4l 3 I INSULATE FLOOR ABOVE FIRETAPE ALL G.W.B. 1 WRAP BEAMS BELOW ` �' I ` CEILING LEVEL T x J INSULA I E FLOOR ABOV= TYP. I FLOOR ABOVE SIM. SIM. FLC)OR W.I. m o 0 4k �1 ® Ark Il' 1 r�bvE t----1'tom a Cr -e 1 a �`` 1� � ® � � Ili II I i �-+ - r- FLOOR ABOVE 1 J 1 16-08`OSOHD '_ (,-, I k ` 1l , Den/ -� / I2 I r, _ • - - I E-08i05OHD 16-0E=0 SCHD 1 Bedroom 5 4,, .- 8•_8,. 5._8,. S._6, 9'-g�'1 1 Den 0 Ail 1 0 1 ^, _ EGRESS { EGRESS F. • ♦ ♦ ♦ L-_- 3-OL OSH -___I 3-OStOSH I J 19'-23•2 • .f • 14'-IY 1 r o MH 2S Triplex (A) Lower Level Floor Plan MST .0 t r- 003-4-9 CT-07 BULLETIN CT-07.5 I—JOIST W/WEB FILLERS I—JOIST DECK JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACEA" GAP 1/8" MIN. W/ (3) 8d EA. JST. I :i: �� — / N�lit! ■�--. ..��.����u. (3) 0.113x2 1/2" BOX NAILS i�mi � I CLINCHED Illil�l -- rl ____®1111 J w�11, -- — 3/4" WEB FILLER111 ►1 i `N TIGHT II ' Y PR VI ■ ■ JOIST BLOCKING AT 6 DFEET MAX O.C. 3/4" WEB FILLER (2) 0.228" DIA. LedgerLok FASTENERS WI 2" MIN. PENETRATION TO RIM AT WEB FILLER ATTACHMENT 1 16" O.C. STAGGERED PT 2X LEDGER BEAM PER PLAN SQUARE POST TO MATCH PROVIDE DTT2Z ASS'Y. AT NOTE: BEAM WIDTH BEAM TO POST W/ PC 8 FEET MAX O.C. LedgerLok Fasteners shall POST CAP LOCATE ASS'Y. WITHIN 2 be per ICC ESR-1078 Iii MANUFACTURED RAIL FEET OF EACH END OF ■""■ DECK SEE ARCHITECTURAL SYSTEM AND • FOR ALL FLASHING "_ CONNECTION DESIGN a DETAILS BY OTHERS SCALE: 3/4" = 1'-0" I—JOIST PERPENDICULAR . . TYPICAL DECK DETAILS , 70?,, - 061.7-'t • CT-07 BULLETIN CT-07.6 I-JOIST BLKG W/WEB FILLERS I-JOIST DECK JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE GAP 1/8" MIN. W/ (3) 8d EA. JST. 6-V f/— Ate' .- 1 .I. ►.,.I � I ■mI�- (3) 0.113x2 1/2" BOX NAILS "I t .r11 CLINCHED in i _illl,;� � opfoi,,,,„, 111 uwir i1' ---_-- 3/4" WEB FILLER 111 ►=.i `V TIGHT I JOIST BLOCKING ii PROVIDE O.C. � 3/4" WEB FILLER 2) 0.228" DIA. LedgerLok ASTENERS WI 2" MIN. PE16 O.C. ION TO RIM AT WEB FILLER ATTACHMENT 16" O.C. STAGGERED PT 2X LEDGERLI BEAM PER PLAN SQUARE POST TO MATCH PROVIDE DTT2Z ASS'Y. AT NOTE: BEAM WIDTH POST TO 8 FEET MAX O.C. LedgerLok Fasteners shall CAP WI PC LOCATE ASS'Y. WITHIN 2 be per ICC ESR-1078 FEET OF EACH END OF SEE ARCHITECTURAL MANUFACTURED RAIL DECK a FOR ALL FLASHING SYSTEM AND _' DETAILS CONNECTION DESIGN BY OTHERS SCALE: 3/4" = 1'-0" I-JOIST PARALLEL TYPICAL DECK DETAILS m( 20-0 - 003.49 li LEGEND: LOT COVERAGE: SANITARY SEWER Pacific Community - s= STORM DRAIN Design • LOT AREA: 7,612 SF WATER LINE 12564 SW Main Street 346.4 - ,✓j i -;; MANHOLE Tigard.OR 97223 BUILDING FOOTPRINT: 3,609 SF 338.8 s ITI503-941-9484 7 ,Q' � ■ CATCH BASIN DATE: ozioarzozi LOT COVERAGE: 47.4 % — , i f STREET LIGHT REVISIONS 15.0' 15.0' / jk < STRAW WATTLE PERIMETER I NO. DATE DESCRIPTION IMPERMEABLE SURFACE AREA: _ — -- — -- — — — —'to. TREE To BE -- _- _ _ EROSION CONTROL RETAINED _ _ _ _ 6.0'-11 s A TREE PROTECTION FENCING ENTRY WALK: 237 SF - T I ADU-2 I ( x z (221300A) 11 x y ,; a - CURB TO BE REMOVED COVERED PORCH: 147 SF �M ) �I, I' �1 !— F a a Ir r COVERED REAR PATIO: 0 SF � 3; �� ('1 Ii -1 1/ _ 3 o DETACHED MIN. SETBACK SUMMARY 'I ^1 ( PORCH GARAGE y Z DRIVEWAY: 643 SF M FF=346.2 I `, PORCH SETBACK: 8' L I , BUILDING: ADU Sr.1 li 1- c, BUILDING SETBACK: 12' o IMPERVIOUS AREA: 4,636 SF RAGE I ,,;-11 MAIN p a p SIDE SETBACK: 3' 0 11 FF=347.0 I I ?��� Ce SIDE FACING STREET: 177 FGA346 z (zz ooA) I Z PUBLIC STREETS: 8' -- a ALLEY/PRIVATE STREETS: 3' o i, : 1 o / 178 1,4 0~ 'i I 41 � Z REAR SETBACK: 15' 12.1' I 7,612 SF rZ II I 10.9 p REAR SETBACK AT ALLEY/PRIVATE: 0' PORCH r , g REAR COVERED PATIO: 10' v 0 3.7, _ 1 +. a SHARED - i GARAGE of LE) _ ACCESS -' - I FF=346.2 1 , a ", J GARAGE: 1 1 ESMT. I ; ,( ��` / PUBLIC STREETS: 20' LU 1 I ,' I a cc) ALLEY/PRIVATE STREET: 3'-5' Li_iII I jr_ a I ; M�N Ir M , k M 3 —" , , SFU J_.'L CONSTRUCTION NOTES _ ' SHARED (221400A) ' ' ' �� POLYGON 0 — —'— � O1 SAWCUT AND REMOVE CURB PER CITY '—' ` - - - - - ►� 3396 AT ROSHAK , , DRIVEWAY � 91 °- I , PORCH H r I 14.1' / �! OF TIGARD DETAIL 145, SHEET D1.0 N -- 'J 6.0—o- II.. _ II I a - - / 7—r— o � - ''��� ED REMOVE EXISTING DRIVEWAY DROP, RIDGE '- J 12.8'—- - - - -. 12 1' O� VISION - 12.0'1 13.2'. - -�-( -- - - -' V 1 /Aim 7 CLEARANCE REPLACE DEPRESSED CURB WITH i/// i� oa .% � ��' G.,"d'm TRIANGLE STANDARD CURB PER CITY OF TIGARD DETAIL 145, SHEET D1.0 a j 50.1' � • ° • 340.5 � a 345 5 ',� SIDEWALK 6.0 �O © STORM LATERAL- SANITARY O RELOCATE EXISTING WATER METER Et P.U.E. __ LATERALS METER BOX, INSTALL TRAFFIC RATED I LOT 178 o " BOX AND LID IF LOCATED IN a 4.00'CURB �� —�k X PLANTSTREET TREE: -- - NIX PLOT PLAN nh /�x N, (1) DRIVEWAY. METER TO BE INSTALLED o, 1 -TO BE REMOVED 22'CURB KATSUR / SD cy CERCIDIPHYLLUM JAPONICA PER CITY OF TIGARD DETAIL 520, 00 TO BE REMOVED - - —METER O SW 165TH AVENUE SHEET D1.1 OCONSTRUCT NEW DRIVEWAY DROP TAYLOR MORRISON (360) 695-7700 PER CITY OF TIGARD DETAIL 141, r Q 2S1W7 SHEET D1.0 o LOT 178 (R-4.5, MEDIUM) 5O REMOVE EXISTING DRIVEWAY WING, 0 POLYGON AT ROSHAK RIDGE REPLACE WITH STANDARD OR o SFU 14480 SW 165TH AVENUE DEPRESSED CURB PER CITY OF 0 0 ADU-1 14476 SW 165TH AVENUE TIGARD DETAIL 145, SHEET D1.0 PROJECT NO.: 395-010 Q. ADU-2 14478 SW 165TH AVENUE TYPE: CONSTRUCTION REVIEWED BY. SCALE 3 0 10 20 2 U PDR 2015-00002 1 INCH=20 FEET PDR 2016 00002 00006 mb(' Lt `00.P1 CT-07 BULLETIN CT-07.4 MAIN FLOOR WALL NOTE: ALL EXTERIOR PONY WALLS SHALL BE SHEATHED AND NAILED ram; THE SAME AS THE MAIN FLOOR I SHEARWALLS DIRECTLY ABOVE FINISH GRADE _ � .I -coEXTERIOR PONY WALL 411 (SEE 5/S6.0 AND BEARING WALE —till—till—III=1 I SCHEDULE NOTE #6) II—III—II1. lIIE� al IIIh — I ° SEE 7/S6.0 FOR REINF. :7 L _"\ \ \ \ =_II1=-IIIIII 8" / /1,-4„ SCALE: 3/4" = 1'-0" / EXTE�10 PO\Y WALL J 0 CT-07 BULLETIN CT-07.3 MAIN FLOOR WALL V� NOTE: ALL EXTERIOR PONY WALLS r —" SHALL BE SHEATHED AND NAILED THE SAME AS THE MAIN FLOOR SHEARWALLS DIRECTLY ABOVE HOEDOWN PER PLAN MST STRAP PER PLAN AT INSIDE FACE OF STUDS FINISH GRADE _ � j•I - EXTERIOR PONY WALL \-ico 4 (SEE 5/S6.0 AND BEARING WALL =1I I=1I I=11 E SCHEDULE NOTE #6) it=lil=l I L=III- z ICIIIII 1 SEE 7/S6.0 FOR REINF. U0 d d II II III IIIIIII II III I I 8„ / 1'-4" / SCALE: 3/4" = 1'-0" / / - OLDOW\ AT EXTERIOR PONY WALL gel • • CT-07 BULLETIN CT-07.7 5/8" DIA X 6 1/2" LAG BOLT POST BRACING FOR (CTRSNK) - (TYP) NOTE: PROVIDE POSTS EXCEEDING 7 BRACE ON ONE SIDE FEET TALL 4X6 BRACE (TYP) - ONLY AT END POST ONE BRACE AT END POSTS CONDITION. DECKING PER / ARCH. 2x BLKG /5/8" PT 2X12 STRINGERS AT 18" O.C. MAX LSC STRINGER TO RIM LAG BOLT OR STRINGER TO DECK „ 5/8 THRU BOLT (CTRSNK) P.T. POST PER PLAN (MAX. HEIGHT = 10'-0") TALL POST BRACING SCALE: 3/4" = 1'-0" TYPICAL DECK --- �ACI\ G a i