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Plans (155) LEAD: ���� OFFICE rnnv \ ` _ , , , _ /f —SS SANITARY SEWER Pacific OFFICE 1 ill , \` �.. ,.•',�/f —SD STORM DRAIN Co�nmtulity ��\ �..._..._..._..._..._...,% z�/ —w WATER LINE Design -274.9\� __ .i /// • 12564 SW Main Street 272.6 -- - - — �-�/ ® • MANHOLE Tigard,OR 97223 = _ ..../ IT]503-941-9484 City of Tigard _ 50.1 - - -' ■ CATCH BASIN _ 1`""` DATE: 05/03/2019 Approved Plans S - - .. .-- ~ = i `--= = / - I - REVISIONS By_At___ Data _272' - -- f.- _ ..- _ ,._ �_,_„,_ _ -'""__ STREET LIGHT NO. DATE DESCRIPTION _ _ _273- -- -- — - ' - _ -- =20.83' --- _ - -- _274. ,--- -._.� - - - - - -' f 227 '� �_ -1:27.85'- _ _ _ - — �_ STRAW WATTLE PERIMETER i-17B-7 �.•_. ��' - —e--=-_�- EROSION CONTROL —�—� 7 - I i� FLOW DIRECTION ARROW s'_" - 2B0 - --f -- --- -� - DECK I_ r- +- +---, y' �'28 i- 9.00' 218 - i STREET SECTION, SEE `�, _ I © CONSTRUCTION DOCUMENTS f ,Jr ..„.20) . 1 1 x-4,755 SF 1 I 1 BUILDING: 3DR - � ' I' --217 - SETBACK SUMMARY y FF=291.21 I a ,i FRONT SETBACK: 12' ' 219 r ' r ,� I I I — -- .0 SIDE SETBACK: 3' �2�7 i - I I, �\ STREET SIDE SETBACK: 8' FREVISION I _ 4.00' I FRONT PORCH SETBACK: 8' s I I ; .� '' GARAGE I � GARAGE SETBACK: 20'0. RECEIVED o f COVERED PATIO SETBACK: 10' MAY 2019 n ' IILi _ ' . . REAR SETBACK: 15' =_' CITY OF TIGARD> i I PORCH J--- .----- -"-- ---'.. 1 1.-______ i / _ - BUILDING DIVISION 00 w -$a/�' [--- \ 21.08' %20.00' LOT COVERAGE: I =5.71'_ — _ _ --- LL, ' 7_-___ - _ �i RIVER C LO 1.�1_, i — Ln ,,� 1'�"�- LOT AREA: 4,755 SF 6.00' / - ' .:. ���"'� - r TERRACE ALPUE, TYP.� . ����,�. 50.$' ,/��!�,�''' ��' BUILDING FOOTPRINT: 1,569 SF EAST NO. 2 z El �To eirAIA ,/ ������0`�� viii i COVERED PORCH: 39 SF Q ter^ 289.0 .moi!" =1 ilktint / M �������� -� �i M 04`1% I'' COVERED REAR PATIO: 0 SF 41�J �"���/ `SO - WATER METER -290 CANTILEVER LIVING SPACE: 14 SF N (1) JUNE SNOW DOGWOOD j 50 ' ' LOT 218 �- / CORNUS CONTROVERSA '��� B SW BIRDSONG STREET -5S \ PERVIOUS DECK AREA: 152 SF PLOT PLAN 'JUNE SNOW' S� o _ ;�`�,, -'`� �' TOTAL COVERAGE: 1,622 SF j ..� SD i, ipo /sib SANITARY LATERALI ;osm__��w,_ - �. o -_-2.\___ 5 -" rm, Ar STORM LATERAL ~' /�,��-^� '� � �„`. ��%►./././/�.. 34.1 % 15 -'�� IMPERVIOUS AREA: 2,372 SF 0_ . r �1- „ r --mow ' '�.f • U n m5T�i�— cX O REVISION 3 _ r l c.,,c09 b SW CS r- .Sbr 9rPOLYGON NORTHWEST (503) 221 -1920 OF TIGARD PROJECT NO.: 395-064 ZS 1 W6 CITY TYPE: CONSTRUCTION O SCALE REVIEWED BY: PRE 9 LOT 218, R-7 (PD), STANDARD A proved by Planning 10 20 cr, RIVER TERRACE EAST NO.2 S z 16690 SW BIRDSONG STREET Initials: �� 11NCH=20 FEET e � RECEIVED CT ENGINEERING MAY 82019 180 Nickerson St. INC CITY OF TIGARD Suite 302 BUILDING DIVISION Seattle,WA 98109 • (206)285-4512(V) (206)285-06I8(F) asolomon@ctengineering.com BULLETIN Date: April 4, 2019 Number: CT-56 Project#: 15238 Project Name: River Terrace Attached: CT-56.1 to CT-56.5 Subject: Plans 3,5,3410, 6065—Optional Decks Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the `River Terrace' project located in Tigard, Oregon. Per attached pages, see optional deck framing layout for the plan types specified above as requested by Polygon. ,`<, FW' G INC. V1-1 4/REG6NA WV4' 22,1g� <c� .4FS T. Gck�F 04/04/2019 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: April 4, 2019 Distribution: Contact Information: Paul McColm Polygon Northwest Company Frank Sandoval Polygon Northwest Company David Burnett Milbrandt Architects R:\15238 River Terrace SF\Bulletins\15238_2019.04.04_CT56_Plans 3,5,3410,6065-Optional Decks.doc Structural Engineers RIVER TERRACE CT-56.1 (CT-56 BULLETIN) 37'-0" 19'-0" 1 9Y2" i 4�4" x 18'-22" 43 4„ 1 10 2x10 TRIM OVER P.T. I I- A 3. 2x8 RIM TYP.ALL SIDES U I r • _ _— - P.T. 6x12 HDR 6x6 P.T.TYP. X O ` ABU66 TYP. STEP FDN 40 2 t.. •. 18"x18"x10" FTG. WALL PER Cj ;/(2)#4 BOTT \ 9 5/S6.0 TO / P.T.1x6 EW TYP. ' Co MEET GRADE /Z DIAGONAL BRACE ` P.T. 2x10 � LEDGE /� SIM. P3 R STHD1 i STHD14RJ • --1 sii,_ , STHD14. 1 STEP FDI PER SITE----- -----—I I-L�_J I WALL PER GcNb: I \ I 5/S6.0 TO Iti I. •---F I MEET GRADE Plan 3 (R) FOUNDATION PLAN 1/4" = 1'-0" OPTIONAL DECK RIVER TERRACE CT-56.2 (CT-56 BULLETIN) 40'-0" s 19'-0" 434„ 4/4. 10 2x10 TRIM OVER P.T. 18"x18"x10" FTG. A-3. I 2x8 RIM TYP.ALL SIDES\ W/(2)#4 BOTT.EW TYP. ISIS P.T. 6x12 HDR I ` I - -m 6x6 P.T.TYP. x O ABU66 TYP. STEP FDN - • i �-) WALL PER Cj o • 5/S6.0 TO P.T.1x6 Co MEET GRADE •/ DIAGONAL BRACE s-------_____________I8 49 STHDI4RJ P.T. 2x10 LEDGER `S — P4 ` \Lz-STHD14RJ A 3. _i A-3. s PER.SITE COND . I TEP FDN I WALL PER o. . I 5/S6.0 TO No. . . MEET GRADE Plan 5 (R) FOUNDATION PLAN 1/4" = 1-0" OPTIONAL DECK RIVER TERRACE CT-563 (CT-56 BULLETIN) 34'-0" / 13'-3" 4'-734" 1 10 2x10 TRIM OVER P.T. A 3. 2x8 RIM TYP.ALLSIDES r__k m Tr_ - - - - - -�. LJ-�J P.T.4x12 HDR IJ co ,/, ,`, 6 TYP. ABU66 TYP. STEP FDN.— �`'" . 18"x18"x10" FTG. WALL I W/(2)#4 BOTT - ALL PERO �� P.T.1x6 I EW TYP. q 5/S6.GRADE 8 ��DIAGONAL BRACE , F-- MEET °' 10 A 3. 8 V3) t S6.0 / P.T.2x10 _aT_Ei.D14— / LEDGER STHD14STEP FDN. w— ---------r.-- .111% �� _ , WALL PER I/I • • �� /I 5/S6.0TO -—-- -1 T r 1 i r t- -� MEET GRADE i_ -I PER SITE COND. 3&4 L--Ja I \ I D1 I a I � ' , =A WAY 1 1 4ob Plan 3410(R) MAIN FLOOR PLAN 1/4" = 1'-0" OPTIONAL DECK 8 RIVER TERRACE A-3. CT-56A (CT-56 BULLETIN) STEP FDN 23/4" 3'-9Y4" 16'-6Y2" WALL PER 2x10 TRIM OVER P.T. ,,. 24'x24"x10" FTG. 5/56 TO r -4.7--i--- W/(3)#4 BOTT r-'c-- 2x10 RIM TYP.ALL SIDES MEET GRADE DE .i--I iJ 3.T.4x12 HDR / \4 P.T. 4x12 HDR I.--'1 - 10 - o V 6x6 P.T. A-3. X O TYP. / \\ P.T.1x6 A BU66 T/143. \ DIAGONAL I 01'N., (9@: . / \({ BRACE6`-25 / \\ g I 7m // \ A-3. .. / \ / P.T.1x6 DIAGONAL � \ o // BRACE N O\ \ I \ PER SITE. / 18"x18"x10" FTG. a \ COND. / W/(2)#4 9 P.T. 2x12 \ I 6'-2/g" / BOTT. EW A-3. LEDGER \_ . iLki 7 r I P.T.4x12 \ } PER SITE COND, HDR 1 n Fn o XL vii\ PER SITE °- @j \\ COND. 4'-0 \ 10' 2 .. P.T.2x12 \' I LEDGER , _J, L__ - STEP FDN • r 11 HDU2 WALL PER A-3 5/S6.0 TO +3Y2" ABO MEET GRADE I PER SITE GFF PEP -- I COND. CIVIL, MA I MAX -1'-21/8 HT-1'-5) Plan 6065 (R) FOUNDATION PLAN 3/16" = 1'-0" OPTIONAL DECK RIVER TERRACE CT-56.5 (CT-56 BULLETIN) MANUFACTURED RAIL SYSTEM AND SEE ARCHITECTURAL CONNECTION DESIGN FOR--ALL—FLASHING DETAILS ' BY OTHERS JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE 11111W/ (3) 8d EA. JST. N 1---- 111 i—mak mim um —mos mime iI 1 IV 1161.41111111111111 MililcilifOiM 7 1 in .—_ - 11111111111F IN JOIST BLOCKING (2) 0.228" DIA. LedgerLok 0TRIM RE:ARCH. FASTENERS W/ 2 MIN. i PENETRATION TO RIM AT 24" O.C. STAGGERED rig \ PT 2X10 LEDGER i BEAM PER PLAN BEAM TO POST W/ PC PROVIDE DTT2Z ASS'Y. AT NOTE: —L- i-.— POST CAP 16 FEET MAX O.C. LedgerLok Fasteners shall LOCATE ASSY. WITHIN 4 be per ICC ESR-1078 FEET OF EACH END OF DECK SCALE: 3/4" = 1'-0" TYPICAL DECK FRAVING RECEIVED MAY 8 2019 CITY OF TIGARD BUILDING DIVISION Bulletin MILBRANDT ARCHITECTS Bulletin#: MA-3 Date: 04-04-19 ATTACHMENTS: MA-3.1-3.11 Job Name: Polygon at River Terrace Job No: 1503 This bulletin is being supplied to modify the design of the patio to a deck for single family plans 3R,5R,3410R,6065R at River Terrace. Please see revised first floor plan,foundation plan,and elevations on pages MA-3.3-MA-3.11.Additionally,please refer to MA-3.1-MA-3.2 for revised details. REVISION Distribution Job Site Paul McColm Client Angela Grajewski Struct.Eng. Arnold Solomon Architect Anna Thompson David Burnett Calaa O'Donnell 25 CENTRAL WAY SUITE 210 : KIRKLAND,WA 98033 : 425.454.7130 : WWW.MILBRANDTARCH.COM GUARDRAJL—15 4...,-,,,i IEXTERIORI OPEN CEDAR DECKING - r--Fromm our,-atm'OHM al/la WM 2 r r P.T.2x8 P.T.2x8 JSTS AT 16" . 2x10 FASCIA � ) RIM O.C. %a 1,, HEADER PER STURCTURAL PER PLAN GUARDRAILS ARE A DEFERRED io SUBMITTAL.GUARDRAILS AND V CONNECTIONS SHALL BE SMOOTH HARDIPANEL LIII DESIGNED FOR A LATERAL 6x6 P.T.POST LOAD OF 20 PLF. TOPS CTION Ya"x1}4"CORNER TRIM ' 6x6 P.T.POST SMOOTH HARDIPANEL 6x6 P.T.POST BASE•'PIAN WITH ABU BASE • SEE S SHEETS FOR SMOOTH HARDIPANEL STRUCTURAL INFORMATION 1 BASE SECTION 10 REARPATIO/DECK COLUMN _ r_ 1"=r-0" i SWING DOOR AT SIM COND,INSTALL "-I i AND FLASH PER MANUF.INSTRUCTIONS. METAL"Z"FLASHING W/DRIP /// 10 EDGE,PRIMED AND PAINTED Y = COMPOSITE SPACED DECKING ISI SEE STRUC.FOR ___ __ CONNECTION DETAILS _ _-'- - J [2x8P.T.JOISTFRAMINGPERSTRUCi. + HANGER PER STRUCT. .._ ,_ ,_, RIM BOARD PER STRUCT. -J LAP OUTER LAYER OF BUILDING PAPER OVER FLASHING.INNER 1 \, LAYER RUNS BEHIND SIDING. /\ P.T.2x10 LEDGER,PER STRUCT. 2 6 P.T.PLYWOOD FUR STRIPS X"x U4"-2"AT EVERY LAG. ..1,- 6 • METAL FLASHING ��! I SIDING,PER ELEVATIONS FLOOR FRAMING �— PER STRUCTURAL ==�a 9 LEDGER AT SPACED DECKING NEATEN* U 3„=1'-c" SECTION r►zea r<<a IIII 2x6 PT PLATE IA CRAWL SPACE II r 7.0 z • CiC v6 Z __III • '. V > m II . 11 4"PERF. DRAIN . ;:,• °<' .a' l • * VAPOR BARRIER SEES SHEETS FOR II1=1'' STRUCTURAL INFORMATION I f - C8 TYP. CRAWLSPACE FOOTING 3/4"=1-0" SECTION . PROJECT NAME: Polygon at River Terrace ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: As Indicated PAGE: PREPARED BY: Calaa O'Donnell REF.SHEETS: D3 MA-3.1 This bulletin is a stand-alone document.Referenced sheets posted at online plan center have NOT been updated typically. DOOR FLASHING FROM 9 THRESHOLD GARAGE UNDER THRESHOLD MA 3.1 DOWN ACROSS111 WOOD STEPS ADD OR SHEATHING / 1 REMOVE RISER AS NEEDED TRIM 1, • / - MMU D HANGER PER -' -�' I1IN 1x8 STRUCT. it 1 iii iil T=10" Q 2x8 P.T.JOIST P.T. LEDGER 2 FRAMING '` -{ PER STRUCT. /iii�i/ %i7%�J� BLOCKING .AilP.T. STRINGER I II-/ P.T. 2x10 LEDGER, PER STRUCT. II,Iia 2x6 PT PLATE i� EXTERIOR 1 I GARAGE [SLAB m� a Q a c STEM WALL SEE ao 2 a = a FOUNDATION PLAN 4 a GRADE 11 GARAGE/DECK TRANSITION 1-1/2" = 1'-0" SECTION • PROJECT NAME: Polygon at River Terrace - Plan 6065 ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: 1-1/2" = 1,-0" PAGE: PREPARED BY: Calaa O'Donnell REF. SHEETS: D3 MA-3.2 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 37'-0' i ♦ 19-0. i�i 434. 18'-2y" 43/4 ♦ MANUF.RAILING SYSTEM 1♦ I 10 SURFACE OR FACE ATTACH. 1 3 -3. INSTALL PER MANUF.DIRECTIONS ! `�1 ■ ■ •_. Deck 2 SPACED DECK . _ o 7.-634 - e. ♦ '9'-54 I 6._t. I Lk ,Alk 3-0 510 SH IV I WSW. 7-0 5-I XOX SL PIPQ I Plan 3(R) LOWER LEVEL PLAN • 1/4"=1'-0" OPTIONAL DECK 37'-0' ♦ V ♦ 19-0. ♦ •♦931' 43418'-2 4}�4 } I 1 m 2x10 TRIM OVER P.T. I♦ r 1 MT 2x8 RIM TYP.ALL SIDES 11 v,jIC r • !V`/J--- __P.T.6x12 HDR — ---".�— �j - ♦ •` 6x6 P.T.TYP. r O ` ABU66 TYP. 2 STEP FDN ♦ : '. 18"x18"x10"FTG. WALL PER ♦ o ,W/(2)#4 BOTT 5/56.0 TO / P.T.1x6 EW TYP. -MEET GRADE ....9DIAGONAL BRACE 9•` r Ali .949' N,2x10 ` - TV I' ♦/STHDI4RJI AI SIM i LEDGER STHD7 j t I L /1 vt.--, • TH014....................T..........7.1'.— STEP FD\I .'.' . .SITE...L.. .—............... ..... � WALL PER I.�MEET GRA DE . .................. .. ................... ... Plan 3(R) FOUNDATION PLAN 1/4"=1'-0" OPTIONAL DECK 2ND FIN.FLOOR110 C - ! -1` • a I I co MiaMi iliiin 1111111111111•1wrrI[ Ir , ■111•111111•111111 MINII••1••=• I 111111111 1111111111111115 MilIMINIIIII I SI■I 111111011111111111=1•1111' III — FIN.FLOOR E!�� ..!_� ! ! - E5 0 I - w o I I I >5, TOP OF I I FDN.WALL I I .--_ 111 .. in --' Plan 3(R) REAR ELEVATION 1/4u=1-0" OPTIONAL DECK PROJECT NAME: Polygon at River Terrace-Plan 3(R) ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: 1/4"=T-0" PAGE PREPARED BY: Calaa O'Donnell REF.SHEETS: A2,A5,A8 MA-3.3 This bulletin is a stand-alone document.Referenced sheets posted at online plan center have NOT been updated typically. LOW ROOF REMOVED 4 59.0/ 8 (P3 S1.2 STHDI4RJ STHDI4RJ STHDI4R 4 .'.4.,(10 1701744:i '- ' 4x10 HDR =7.5 GLITHDR I — ^ Ii 1I /i/ -�N, II \ \ T I• _ \\ \ MAIN FLOOR SHEAR PLAN & Plan 3 (R) TOP FLOOR FRAMING PLAN 1/4" = 1'-0" OPTIONAL DECK LOW ROOF REMOVED 37'-0" i 9'-3" 11'-3" / 3'-1" 1 6'-11Y2" 2'-33„ 7'-8� 3�-7� Y i 1 / li i I 5-0 216 F 3-0 51-0 SH 1! SAFETY G AZING ♦ - tit S & P I— —I flx36' / 9 I \ I a �/ER / \ z I � I as LL Q I \Ai i C I'lb \i\\ Plan 3 (R) TOP FLOOR PLAN 1/4" = 1'-0" OPTIONAL DECK PROJECT NAME: Polygon at River Terrace - Plan 3(R) ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: 1/4" = 1-0" PAGE: PREPARED BY: Calaa O'Donnell REF. SHEETS: A2, A6 MA-3.4 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 19'-0. 9y MANUF.RAILING SYSTEM 43/ 10 1 SURFACE OR FACE ATTACH. 1 A-3. INSTALL PER MANUF.DIRECTIONS I II/ El 9Deck a\ SPACED DECK 0 o• Cl C Bo i 11'-93/4' 8'-103/4 6'-4• T 4-014-6 1S-6 SL _I/ 6-08-0SGD I I r—r-1 �I t 9 DOOR SLIDE L_441 rO J L—__1 ,,-,4 I I 93 Plan 5(R) LOWER LEVEL PLAN 1/4"=1'-0" OPTIONAL DECK 41X-4 - _ / 19'-0' _ 434q%• 10 2x10 TRIM OVER P.T. 18"x18"x10"FTG. A-3' i 2x8 RIM TYP.ALL SIDES W/(2)#4 BOTT.EW TYP. Z T - ' I�`/J____P.T.6x12 HDR ` "'�_—___��� I j -_ i r 6x6 P.T.TYP. I o N ABU66 TYP. I STEP FDN ', �'� . I WALL PER �j 1 q 5/S6.0 TO PJ.1x6 MEET GRADE 0 DIAGONAL BRACE A STHD14• PJ.2x10 LEDGER 0 `� i _ STHD14RJ 1�1 TIP' ` '--1 --t t .---1 ------- -- -- �T' ....•......•.... �.._.. �. I STEP FDN . T................ o...................... ................ {. I 5/56.0 TO to Plan 5(R) FOUNDATION PLAN 1/4"=1'-0" OPTIONAL DECK 2ND FIN.FLOOR �e Num 11111111 MB 11111111111111151111111111111111111111111 1 III Ml= IM E 111111111111111111111111 11 llu� III — FIN.FLOOR m t 11I11111I11/11I11 I1/1I111111111. 111llllll 111 r - • z Ia �, I a u,O LU Li >EL TOP OF I I FDN.WALL I Plan 5(R) REAR ELEVATION 1/4"=1'-0" OPTIONAL DECK PROJECT NAYS Polygon at River Terrace-Plan 5(R) ARCH. JOB NO.:1503 BULLETIN DAZE 04-04-19 SCALE 1/4"=1'_0" PAGE PREPARED BY: Calaa O'Donnell REF. $HEELS, A2,A5,A8 MA-3.5 This bulletin is a stand-alone document Referenced sheets posted at online plan center have NOT been updated typically. LOW ROOF REMOVED 4 S90 /8\ �2�Si. STHD14RJ STHD14RJ STHD14RJ [ G I ----- --- L . l 3 5x9 GLIB HDR / ---6-x10rtIC / \ I i N M N\ \ MAIN FLOOR SHEAR PLAN & Plan 5 (R) TOP FLOOR FRAMING PLAN 1/4" = 1'-0" OPTIONAL DECK B A8 LOW ROOF 40'-0" REMOVED / 8'-6" 3'-8" 11-2" 1'-8%" 1'-114" 7'-103/4" 3'-314„ i i t i t i 2-0 31-0 SH 4-0 216 F REED GLASS SAFETY GLAZING f e" • e ,- _ _ .6 • (.7 rn tn TPC 0h e Qc), zLL \A/ Ifl s� o,�0Lo } —♦ Plan 5 (R) TOP FLOOR PLAN 1/4" = 1'-0" OPTIONAL DECK PROJECT NAME: Polygon at River Terrace- Plan 3D(R) ARCH. JOB NO.: 1503 BUL1E11N DATE: 04-04-19 SCALE: 1/4" = 1-0" PAGE: PREPARED BY: Calaa O'Donnell REF. SHEETS: A2, A6 MA-3,6 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 13'-10y' 4'-4' s i i 334' MANUF.RAILING SYSTEM 33' 't AEk [INSTALL FACE PER MANUF.DI DIRECTIONS 1 . • • ----,- DECK • SPACED DECKING 34'-0' s S'-1/r, T_10' 7'-11y' t A I I 1o „ r -6 5-0ISH I 5-0 4-6 SL • I I I • ,t • o' rr---1 • I Li® a --- 1JDw 1^ o r. L -1I I I 1 1 A I Plan 3410(R) FOUNDATION PLAN 1/4"_11-0" OPTIONAL DECK 34'-0' # 13'-3' W-734'IiI. , 2x10 TRIM OVER P.T. i M / 2x8 RIM TYP.ALLSIDES f ISI / -.x12 HDR I�--- -----� LJ m ,�;��6x6 PT. J ABU66 x 0 ,/ \, 1 TYP. a 18"x18"x10"FTG. STEP FDIC— a 1 W/(2)#4 BOTT WALL PER P.T.1x6 • Ili-- EW TYP '< • GR DE , DIAGONAL BRACE , 1 ^ a MEET GRADE 11131 ink 10 n Lk.1 S6.0 P.T.2x10 MYI .�i4— 40_ — STtiD LEDGER STHD14 STEP FDN. --- __.-___ WALL PER ` • I/I I •• T".7- , ' 5/S6.0 TO llff__ -� ., MEET GRADE LTJ IPER SITE COND.] 3&4 L7—J(7 1 I , I D1 I ? I I =A WAY I I % 1 Plan 3410(R) MAIN FLOOR PLAN 1m...1.-0" OPTIONAL DECK I 9, 2ND.FIN.FLOOR • 1 4-7 - - 1 ` FIN.FLOOR i ■ i a Z 111111111111111 w OV - I I `> TOP OF I I ,� FDN.WALL I I mv Plan 3410(R) REAR ELEVATION 1/4..=1'-0' OPTIONAL DECK PROJECT NAME Polygon at River Terrace-3410(R) ARCH. JOB NO.: 1503 BULLETIN DATE 04-04-19 SCALE: 1/4"=1-0" PAGE: PREPARED Bt Calaa O'Donnell REF. SHEETS: A3,A6,A9 MA-3.7 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. LOW ROOF REMOVED 8 P3 J (.4_ 9 S1.2 STHD14STHD14 2x LEDGER STHD14 ((22 2x10 HDR _)2x10 HP `,T — — I 4x10 HDR , , o . \ I IL 0 ir„..., iI i v AIN SHEAR AN Plan 341 O R TOP FLOOORF RAMINGLPLAN 1/4” = 1'-0" OPTIONAL DECK LOW ROOF REMOVED 34'-0" i 5'-5/4" 15'-1Y4" Z„ 5'-312„ 4'-8)/8 5'-15/8" i / / I i 4 2' 9' 3'-3' 16'-6y' 0 MANUF.RAILING SYSTEM . A-3. 40 SURFACE OR FACE ATTACH. INSTALL PER MANUF.DIRECTIONS 5-0 -0 F 'ai 1 ,_ 0,,r _ s_... _ , _r.,Q , a ey Deck zp9 N 0 r A-3. o ![ice 2-4' 6'-0Y' 6'-0 • 44 2'- T 9' ' 2-6 5'0 SH 2 •5 SH 'f 2 6'-9y' SAFETY GLAZE 7-0 8-b SGD SAF TY L LAZE ii ____ ini A 4 r.: .. . . ::P-- ____ ---=-::;r--- •• 59111 tom '--- i':1 I :1 :>`„' 1: 1 I 3'-2' 14:"1 7Y'k I;'1 '-2' 9N }9 1. ---- � . . . - ��: �:�i • ::�::.•.•.•.•.•.•.•..•.•:'_i::r__----1 :ice____ _— ) h:1 1:'1 I•; : LINE OF 1 0o I:,1 '':' I:': '1N DORMER • r 7 � 1 1 I ,11 I::1 Dining r1 1;. WALL - 1,:;So NT Duw10 8-- 1 i; j:. 1 ABOVE _o to �:: 2.-1y' 1'-10Y' .. :• :1(:. - I::1 11 1 r:.1 A-3. ra I 'L� `°N Shoe Plan 6065(R) LOWER LEVEL PLAN 3/16"=1'-0" OPTIONAL DECK 41) 23,j 3,944 16'64' STEP FDN 2x10 TRIM OVER P.T. WALL PER N24 x24"x10"FTG. 5/56.0 TO 2x10 RIM TYP.ALL SIDES r �.---W/(3)#4 BOTT I 1� :MEET GRADE vT ....... ."74P I 0O 6x6 TYP. / \ P.T.1x6 Ii BUS VP. \\ �DIBRACE L : s .: / \ 9 / P.T.1x6 DIAGONAL o„ , \ / BRACE x O \ � \\ Iu )::PM:SITE..' 18'x18"x10'FTG. - \ / o W/(2)#4 Q @I P.T.2x12 \ i:i:' 2V.i:::i: / BOTT.EWA LEDGER \� • " —.—__ IL t� r P.T.4x1 1 { ::::::: :::::. {P.E3i?:S}IE(CONR:??i?:;C;;{: HDR {.................... �. .........:i:::?i:•i?.•i:::�r::�i .�r::�r:�::�r:-r:�:::-:�: ..... .:�:�:::�:r:�r?rirrrrrc'rr:rr:`:::: IT N\ }.::P.ER.SITE:: d @\ `C©NP;:::: 4'-0'\ :[-:rrr:-:::::10'-.�; P.T.2x12 \' _EDGER - _UL.-:_ ;_;:: SI EP FDN HDU2 WALL PER zar 556.1,)TO +3Y("AB• ME(TGRADE I PER SITE GFFPE' 1 COND. CIVIL,M- I I MAXe--1'-2Y5 HT-1'- Plan 6065(R) FOUNDATION PLAN 3/16"=1'-0" OPTIONAL DECK PROJECT NAME: Polygon at River Terrace-Plan 6065(R) ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: 3/16"=1'-0" PAGE: PREPARED BY: Calaa O'Donnell REF.SHEETS: A2,A5 MA-3.9 This bulletin is a stand-alone document.Referenced sheets posted at online plan center have NOT been updated typically. • 6x6 POST ©®, TY P. 5.5x13.5 GLB HDR H-(Zt7xl0'ht HUC410 • 2 S9 2 'x'0 HOF (2)2x'0 HDF 2x 0 HD __ ( • INTERIOR BEA;INC V'ALL (2)2x10 HDR Plan 6065(R) ROOF FRAMING PLAN 3/16"=1'-0" OPTIONAL DECK PROJECT NAME: Polygon at River Terrace-Plan 6065(R) ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: 1/4"=1'-0" PAGE: PREPARED BY: Calaa O'Donnell REF.SHEETS: A7 MA-3.1 0 This bulletin is a stand-alone document.Referenced sheets posted at online plan center have NOT been updated typically. • e . 127 12 \ ' z _ 12 N12 OP OF PLAT +8-0' +8,-0' ee 1 — INEMMIl� 'L • MullIIiiIIIilill 117TllIll tI 11111 111111111111 I 111111111111 111111111111"Illllll11111 - FIN.FLOOR - '�{i rlllulIlll1 uumuui Iluit1nl11 • a1D ',, O cc" TOP OF >7,, FDN.WALL %• a,g Plan 6065(R) GARAGE SIDE ELEVATION - 3/16"=1'-0" OPTIONAL DECK 0 12 12 —7-ice. CEILING PROFILE OVER GREAT ROOM \fir COFFER BEYOND �� Mi TOP OF PLATE4 - o CD2\ �__--�� - ` A 2 -_IMMIIMMQ — s Ia�rl, FIN.FLOOR E d Lno TOP OF w t ..--L fDN.WALL • 8 Z A31 Plan 6065(R) REAR SIDE ELEVATION 3/16"=1'-0" OPTIONAL DECK PROJECT NAME: Polygon at River Terrace-Plan 6065(R) ARCH.JOB NO.: 1503 BULLETIN DATE: 04-04-19 SCALE: 3/16"=1-0" PAGE: PREPARED BY: Calaa O'Donnell REF.SHEETS: A9 MA-3.11 This bulletin is a stand-alone document.Referenced sheets posted at online plan center have NOT been updated typically. This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Ilit 2 4 Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or. v TO: DATE RECE 'ED: 41 DEPT: BUILDING DIVISION . ' CEI Y ED 1---1--- � MAY 82019 FROM: I ' g \\A,' v t S CITY OF TIGARD BUILDING DIVISION COMPANY: O PHONE: "2410 - `p -1100 By: ,,s--\-- RE: �RE: l (9(A° SW SLR-D' Wyly St (115T ZOI 9--0608"3 (Site Address) (Permit Number) qt vet -e/fieee. eet-St I/ 2- A 21 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING IT : Copies: Description: ^opies: Description: Additional set(s) of plans. tifi X Revisions: Ab ��Ce-- Cross section(s) and details) Wall bracing and/or lateral analysis. Floor/roof framing. 1 Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): • REMARKS:-{ •v/t5 E 'Paw Jt,1/41,k,-e vA P*00 d&ck_ lS- - zs FO OFFICE USE ONLY Routed to Permit Te' ,'cian: Date: 5 1/t 1 Initials-(4 Fees Due: Ye•. ❑ No Fee Description: Amount Due: kb \ r t_vi,tom l/ $ tis_ ° $ Special Instructions: Reprint Permit (per PE): Yes No ❑ Done Applicant Notified: Date: Initials: Pp �ll`C � I: Building..ForrnsTransiriittalLetter-Revisions Trans 061316.doe