The URL can be used to link to this page

Plans M 1C� �Z U[ � TREE PROTECTION FENCING TO BE EH ZOZI LEGEND: " "� V v ss SANITARY SEWER Pacific ADJUSTED 1.8'AND 0.5'TO CITY OF TIGAR, Community ii'q l d Skw115k 1,(eA1 -- ACCOMMODATE BUILDING AND DECK 'LANNING/ENGINE : SD STORM DRAIN Design —w WATER LINE 0 0 12564 SW _ -O 0� 64 O • MANHOLE Tgard,OR1 Street 97223 �X > X� z x_� 7 _ -x= ` , tix� x. c �� z X �CX � ( Y a , �X [1]503-941-9484 ■ CATCH BASIN DATE: 02/04/2020 0I8.7 302.3 / REVISIONS �� 20'\ 57' / 1 20.58' 1 —�— STREET LIGHT OFFICENO. DATE DESCRIPTION r O STRAW WATTLE PERIMETER �� ' --- �'Q _� ___ � EROSION CONTROL a S ;,. 1 � . DECK -4. FLOW DIRECTION ARROW 1 EXISTING 0TREES TO BE o STREET SECTION, SEE ' � Tip -- 149 PROTECTED CONSTRUCTION DOCUMENTS ns OV eeC PlanS T0 --- 7,291 SF , 1 (TYP) ppr Date I 1 . .- 3.00 BY '46 I I BUILDING: I I 1' SETBACK SUMMARY 150 6373A b I, FRONT SETBACK: 12' FF=313.34 1 a ; SIDE SETBACK: 3' E M 1 HR FIRE � STREET SIDE SETBACK: 8' RATED EAVES 3.42' FRONT GARAGE SETBACK: 20' 0 �� /--1-HR FIRE FRONT PORCH SETBACK: 8' N , RATED EAVES ! REAR SETBACK: 15' 0-4, \ ' ' \' GARAGE`. I REAR COVERED PATIO SETBACK: 10' r'-\- PORCH -IQ' I L \ II \ / L.LJ1- I I — �. ��t 1 a'' LOT COVERAGE: N — 6.00' - -- c �"_ RIVER o _POE, TYP. I -' L LOT AREA: 7,291 SF _ _ _ _ _ — — — TERRACE I_ 311.3 22.42' J 16.68'-12.00' — — BUILDING FOOTPRINT: 3,727 SF EAST �a — 307.7 — L, ANIMI /r1 \ \\\ Nr 2 / .....\\ * W Tj 69\ \ r � r\ COVERED PORCH: 72 SF P \\ N 4_ v �►� COVERED REAR DECK: 334 SF M `^r CIf/ zi- -' ` M \ ) CANTILEVER LIVING SPACE: 0 SF 149 v (3) KATSURA TREE/ -��,�'' ` WATER METER DECK AREA: 0 SF PLOT PLAN B CERCIDIPHYLLUM JAPONICA SANITARY LATERAL STORM LATERAL TOTAL COVERAGE: 4,133 SF D SW 165TH S, VENU / su / S� SD \SSv SS I^cgS p� SS a 55 q Q S✓ o 56.7 / / ro M M/." 4 929 • 5 1 /_----� _ �-'a 1 \ \, / IMPERVIOUS AREA: SF 2 v 0 P A POLYGON NORTHWEST (503) 221 -19203 C PROJECT NO.: 395-041 o 2 S 1 W6 SCALE REVIEWED BY:TYPE CONSTRUCTION PRE LOT 149 (R-7, ESTATE) ®� T'ICApI 0 10 20 pprovec! by Plannin RIVER TERRACE EAST Date: 2- -a _ 2e2e 1 INCH=20 FEET Z 13090 SW 165TH AVENUE Initials: ._._ _I //2 5 20/8-OOZE, /3070 sW /ism LEGEND: /'.."`�� TREE PROTECTION FENCING TO BE FEB 0 5 2020 SS SANITARY SEWER Pacific ADJUSTED 1.8'AND 0.5'TO Community ACCOMMODATE BUILDING AND DECK CITY OFiIGARD SD STORM DRAIN Design CANNING/ENGINEERING —w WATER LINE 0 0 12564 SW Main Street 0 O 6A 0 C� • MANHOLE Tigard,OR 97223 _.'�.� - - x � x — __ T��_ [T]503 941-9484 ■ CATCH BASIN 302.3 DATE 02/04/2020 O 308.7 J O O ��`\ O i- — REVISIONS KN... -z--- 7 .► 20.5T 20.58' , —Ci— STREET LIGHT NO. DATE DESCRIPTION -I lit ' O --- STRAW WATTLE PERIMETER O ��i `I �� EROSION CONTROL I?' DECK ` li N _ FLOW DIRECTION ARROW 57 \ I I` EXISTING JI TREES TO BE STREET SECTION, SEE �� i� , 149 I I PROTECTED © CONSTRUCTION DOCUMENTS -o --,- 7,291 SF I� (TYP) k I , 3.00' ti �o \ BUILDING: I p SETBACK SUMMARY 6373A o I__....._ FRONT SETBACK: 12' 150_e \ — SIDE SETBACK: 3' E '� V o FF=313.34 ; o co HR FIRE Iti STREET SIDE SETBACK: 8' RATED EAVES c) \ \\ \ 3.42' � FRONT GARAGE SETBACK: 20' I FRONT PORCH SETBACK: 8' �`' 1 HR FIRE REAR SETBACK: 15' RATED EAVES REAR COVERED PATIO SETBACK: 10' 0 0 I GARAGEV � i o _ a- /PORCH1 \ Li, — —v LOT COVERAGE: p� G 6.00' ,\ k \ \o I RIVER 3 ,E1 PUE, TYP._ `, ' L �� LOT AREA: 7,291 SF 311.3 22_42' ` _ TERRACE — — — 16.68' 12.00' — — — - BUILDING FOOTPRINT: 3,727 SF �.�� :.�� _ 3o7.T — _ — � � AI -\ AI�, EAST i ltNilA ��a��la� h69.4' wj' COVERED PORCH: 72 SF Lo a. SO__" COVERED REAR DECK: 334 SF co Lo '= �,/� ��4 _� LK :r�_. M �� CANTILEVER LIVING SPACE: 0 SF 149 �� _.��,;. ..,,..�� WATER METER DECK AREA: 0 SF w (3) KATSURA TREE/ PLOT PLAN 2 B CERCIDIPHYLLUtM�� JAPONICA SANITARY LATERAL STORM LATERAL TOTAL COVERAGE: 4,133 SF D SW 165TH�AVENII / 3��/` 5u SD '2 --N... SS ti I SS �� Ic�S a SS �/SS �\ S 56.7 6 f — • 4 d A i �� ir 1.111 IMPERVIOUS AREA: 4,929 SF i U v 0 CD 0 POLYGON NORTHWEST (503) 221 -1920 PROJECT NO.: 395-041 2S 1 W6 C11 Y ®F I'G I� 3 TYPE: CONSTRUCTION 11n SCALE REVIEWED BY: PRE LOT 149 (R-7, ESTATE) Approved by Planning 0 10 0 RIVER TERRACE EAST Date: 2-5 t4 j 0 13090 SW 165TH AVENUE Initials: Sc 1 INCH=20FEET Z , i `i ED FEB 0 b 2020 Ci T Y OF It1 sli'D � m 31J LD G ral IIS[1):\ CT ENGINEERING 180 Nickerson St. INC Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) YZafari@ctengineering.com BULLETIN Date: January 3, 2020 Number: CT-03 Project#: 18055 Project Name: River Terrace Attached: CT-03.1, CT-03.2 Subject: Lots 147 & 149 (Plan 6373AB)—Wood Deck Revision Drawings Affected: A2, A5 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 deck framing layout as requested by Polygon. ,�� PRC' „ �GINE1�10 Ci k am e, �REG�iNAI, 01/03/2020 CALL WITH ANY QUESTIONS Issued by: Yashar E. Zafari Date: Jan. 3, 2020 Distribution: Contact Information: Dennis Gaudreault Polygon Northwest Company Frank Sandoval Polygon Northwest Company David Burnett Milbrandt Architects K:\18055 Polygon at River Terrace(Area 3)\Bulletins\18055_2020.01.03_CT03_Lots 147&149(Plan 6373AB)_Wood Deck Revision.doc Structural Engineers 0 *11 1..0 n 0 CT-3 BULLETIN CT-03.1 63'-0" 7'-11 8" 7'-11/8" 7'-11 8" 8 STEP FOUNDATION WALL PER DETAIL 5/S6.0 TO MEET GRADE A53. 9 SIM. 10 7 A53. , N TV D1 S6.0 — —— —— P.T.4x10 HDR /-—Z P.T.4x10 HDR j--—Z P.T.4x10 HDR P.T. 2x12 LEDGER \\L J j �, ; L J P.T. 2x12 LEDGER /r- I WITH HUC 410 — WITH HUC 410 / i 1 2x6 PONY WALL • ♦ 2x6 PONY I ABOVE ` WALL ABOVE I FOUNDATION WALL ♦ FOUNDATION } / ` WALL } 6'-11%4" I 18"x18"x10" FTG % P.T.6x6 POST♦ 6' 8 Z" I / w/(2)#4 BARS w/ABU66 POST ( Jr EA.WAY TYP. BASE TYP. ♦ PER SITE COND. L .(kC_�� —� PER SITE COND. / P.T.1x6 ♦ —I • DIAGONAL ♦ L—J / BRACE / N P.T. 1x6 ♦` p DIAGONAL N p SIM. BRACE 6' 11 / P.T.2x12 N co 9 ♦ 6'-8 ' 1 , ,�• �4 L , / LEDGER A53.t ` Y_ ♦ f • +-- -MIIIIM -+-® = + - -----I-_ERII.m —J L--r J Z—_I L—J 2x6 PONYWALL ABOVE / FOUNDATION WALL PER SITE COND. o ao 6373 FOUNDATION PLAN 1/4" = 1'-0" 1 CT-3 BULLETIN CT-03.2 MANUFACTURED RAIL SYSTEM AND SEE ARCHITECTURAL CONNECTION DESIGN FOR ALL FLASHING DETAILS I BY OTHERS JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE 111 W/ (3) 8d EA. JST. _ N C 4i_ * i� ■ii lP! li ate. ii►iiit %,.i.—.Aima ��lliie 1/ IJOIST BLOCKING (2)FASTENER 0.228"S DIAW/. LedgINerLok II TRIM RE:ARCH. 2" M . \ PENETRATION TO RIM AT 24" O.C. STAGGERED PT 2X LEDGER PER PLAN i BEAM PER PLAN BEAM TO POST W/ PC PROVIDE DTT2Z ASS'Y. AT NOTE: — ` . POST CAP 16 FEET MAX O.C. LedgerLok Fasteners shall LOCATE ASS'Y. WITHIN 4 be per ICC ESR-1078 FEET OF EACH END OF DECK SCALE: 3/4" = 1"-0" TYPICAL DECK FRAvI\G . . .- ti_� , cam, FEB n 2020 CiIT(Q 8 'C".'i �caas 1 it olt\r r±x,' c',, e Bulletin MILBRANDT ARCHITEUS Bulletin#: MA-53 Date: 12-31-19 ATTACHMENTS: MA-53.1-4 Job Name: River Terrace Job No: 1503 In this bulletin,the single family plan 6373 have been revised to have a deck at the rear of the house.Heights of the deck from the ground vary per site condition.Three additional details have been created for these decks. Distribution Job Site Dennis Gaudreault Client Tonja Morris Dennis Gaudreault Consultant Arne Soloman Rodney Storedahl Architect David Burnett Jaya Kotadia Anna Thompson 25 CENTRAL WAY SUITE 210 : KIRKLAND, WA 98033 : 425.454.1130 : WWW.MILBRANDTARCH.COM ° GUARDRAL I EXTERIORI OPEN CEDAR DECKING Fo-%O/l%p//t 7/.O COMM.%wr %////%/. /p r P.T.2x8 P.T.2x8 JSTS AT 16" 2x10FASCIA �%II RIM O.C. II TA HEADER PER STURCTURAL PER PLAN GUARDRAILS ARE A DEFERRED SUBMITTAL.GUARDRAILS AND SMOOTH HARDIPANEL CONNECTIONS SHALL BE 1111DESIGNED FOR A LATERAL 6x6 P.T.POST '.—. a LOAD OF 20 PLF. TOP SECTION )/8"x1Yz"CORNER TRIM 6x6 P.T.POST SMOOTH HARDIPANEL 6x6 P.T.POST BASE PLAN WITH ABU BASE • SEE S SHEETS FOR SMOOTH HARDIPANEL 1 STRUCTURAL INFORMATION I 1 c t, G . WE n—n®n: BASE • SECTION REAR PATIO/DECK COLUMN ...__ 1"=1'-0" i tiSWING DOOR AT SIM COND,INSTALL ' Wri � AND FLASH PER MANUF.INSTRUCTIONS. �Illu�� METAL"Z"FLASHING W/DRIP • /// ® EDGE,PRIMED AND PAINTED COMPOSITE SPACED DECKING SEE STRUC.FOR __ __ _ CONNECTION DETAILS u { 2x8 P.T.JOIST FRAMING PER STRUCT. HANGER PER STRUCT. 2 RIM BOARD PER STRUCT. u LAP OUTER LAYER OF BUILDING PAPER OVER FLASHING.INNER LAYER RUNS BEHIND SIDING. i/�� P.T.2x10 LEDGER,PER STRUCT. r P.T.PLYWOOD FUR STRIPS "\ I ` Y2"x 1Yz"-2"AT EVERY LAG. 2 6 METAL FLASHING SIDING,PER ELEVATIONS �9 LEDGER AT SPACED DECKING �_/ 3"=1-0" SECTION I Ems` FLOOR FRAMING �i PER STRUCTURAL I i/1T, T Y Y 111 I' w I lilt 2x6 PT PLATE lam CRAWL SPACE r° w �ao a III III I hI � �d "' 2 I I u — � a LL,-II Q° 1- lJ III _4 I 4 lommamm 4"PERF. DRAIN '?.:1 a • L6 VAPOR BARRIER SEE S SHEETS FOR —111=111=11' STRUCTURAL INFORMATION I I= 8 TYP. CRAWLSPACE FOOTING 3/4"=1'-o" SECTION PROJECT NAME: River Terrace ARCH.JOB NO.: 1503 BULLETIN DATE: 12-31-19 SCALE: As Indicated PAGE: PREPARED BY: Jaya Kotadia REF. SHEETS: D3 MA-53.1 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. s • MANUF. RAILING SYSTEM SURFACE OR FACE ATTACH. INSTALL PER MANUF. DIRECTIONS 63'-0" 23'-10" 4-6" 5'-6" / 10 / 5'-1" i A53. i L. 3-0 5-0 SH 3-0 5-0 SH 8i .. , A 53. n N O Ln Deck L-i� 6'-5" SIM. �. . . . . . . . 9 I . .4 . . . x 5' 6„ k A 53. 5, 6, 4' 0 2„ / 2' 4 2 i. . .D1 L 3-0 PATIO i i - 3 0 PATIO I . .3' 8 3' 10�2", 2050SH 808Or SGD 2050SH +ll I. 4-0 2-0 F 4-0 2-0 F 4-0 2-0 F S & P I CLEARSTORY ABOVE CLEARSTORY ABOVE CLEARSTORY ABOVE I I I c3 I A 6373 FLOOR PLAN 1/4" = 1'-0" 63'-0" 7-11/" 7'-11/8" T-11 8" 8 STEP FOUNDATION WALL PER DETAIL 5/S6.0 TO MEET GRADE A53. 9 1 7 3 SIM. D1 \56.0 P.T.4x10 HDR /1— _ P.T.4x10 HDR S—Z P.T.4x10 HDR - — — — --I—�—L — � — �— — — — -� P.T.2x12 LEDGER \�L J/� ; `♦ L J P.T. 2x12 LEDGER 4/ I WITH HUC 410 — WITH HUC 410 / l 2x6 PONY WALL / ♦ 2x6 PONY I I ABOVE `♦ FOUNDATION / WALL ABOVE FOUNDATION WALL { WALL T� 6'-11%4" I 18"x18"x10" FTG / P.T. 6x6 POST♦ 6'-8%" I w/(2)#4 BARS / w/ABU66 POST I '� EA.WAY TYP. t / BASE TYP. ♦` PER SITE COND. • r I �—+--- — —+ (E '<-P.T.1x6 R.-+ _ __i.mo.' _J L PER SITE COND./ DIAGONAL L__I 1 /� BRACE I { ♦ I / N P.T. 1x6 ` { DIAGONAL u BRACE / N p SIM. --A 1 i ' % P.T.2x12 N 9 ♦ 6_g 6' 11/4", LEDGER ` / I y2 • t—I El • \ rI —I r tom....{• ^- ..0•MMMF=Ftgil= _J L_J —Z—J L_1 - 2x6 PONYWALL ABOVE FOUNDATION WALL PER SITE COND. Eo 6373 FOUNDATION PLAN 1/4" = 1'-0" PROJECT NAME: River Terrace ARCH.JOB NO.: 1503 BULLETIN DATE: 12-31-19 SCALE: 1/4" = 1-0" PAGE: PREPARED BY: Jaya Kotadia REF, SHEETS: A2,A5 MA-53.2 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. . ( P6 P6 8 vikk \s1.2/ t.,.,,,,.4,0:: • P6 P6 6373 SHEAR PLAN 1/4" = 1'-0" PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 12-31-19 SCALE: 1/4" = 1-0" PAGE: PREPARED BY: Jaya Kotadia REF. SHEETS: A6 MA-53.3 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. c 3 1 12 D3 3I/ +8'-0" --------- \ __ 0I __-- - __hl, I I r \ 8 � A-53. 10 A-53. 6373 REAR ELEVATION 1/4" = 1-0" C3 CLERESTORY • RAISED CEILING ` 12 5 TOP PLATE AT DECK O oc) L- m 5 Deck / / [I, \ Eo a Z 2x6 PONY WALL I I I w o I 6x6 POST Q Lu I I > . I I • 1 J 9 \ / 10 \\ / A-53. A-53. 6373 SECTION A 1/4" = 1'-0" PROJECT NAME: River Terrace ARCH.JOB NO.: 1503 BULLETIN DATE: 12-31-19 SCALE: 1/4" = 1-0" PAGE: PREPARED BY: Jaya Kotadia REF. SHEETS: A9 MA-53.4 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.