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Report (61) r`C\ oc\- It ut O kS oN) S�t- RECEIVED SEP 12 2019 CITY OF TIGARD BUILDING DIVISION Bulletin MILBRANDT ARCHITECTS Bulletin#: MA-GEN 4 Date: 06-05-19 ATTACHMENTS: MA-GEN 4 River Terrace(All Areas),Bethany Creek Falls(All Areas), Job Name: Villebois(All Areas) Job No: 1430, 1503,1517 In this bulletin,the single family plans 3,5,3210,3410,3413,4063,and 6065 have been revised to have a full width 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 Paul McColm Client Paul McColm Tonja Morris Angela Grajewski Consultant Arne Soloman Rodney Storedahl Architect David Burnett Sue Vanasouk Anna Thompson -- 25 CENTRAL WAY SUITE 210 : KIRKLAND, WA 98033 : 425.454.7130 : WWW.MILBRANDTARCH.COM GUARDRAL a EXTERIOR OPEN CEDAR DECKING r l JI///WW1:"WM:%///l"//i "//////7/, o!I P.T.2x8 P.T.2x8 JSTS AT 16" 2x10 FASCIA II RIM O.C. /� TA HEADER PER STURCTURAL PER PLAN Aiik GUARDRAILS ARE A DEFERRED SUBMITTAL.GUARDRAILS AND CONNECTIONS SHALL BE SMOOTH HARDIPANEL w DESIGNED FOR A LATERAL 6x6 P.T. POST --1 LOAD OF 20 PLF. TOP SI CTION Y"x1Yz"CORNER TRIM 6x6 P.T. POST SMOOTH HARDIPANEL MI 6x6 P.T. POST BASE'PLAN WITH ABU BASE SEE S SHEETS FOR SMOOTH HARDIPANEL STRUCTURAL INFORMATION I —o III If=1111=IIAlI BASE SECTION U * REAR PATIO/DECK COLUMN 1" =T-0" r 3 SWING DOOR AT SIM COND, INSTALL AND FLASH PER MANUF. INSTRUCTIONS. n METAL"Z" FLASHING W/DRIP • //, EDGE, PRIMED AND PAINTED \-- COMPOSITE SPACED DECKING L_- f SEE STRUC. FOR _ CONNECTION DETAILS C=— —��— J l 2x8 P.T.JOIST FRAMING PER STRUCT. HANGER PER STRUCT. I RIM BOARD PER STRUCT. __ i. .__. 1 N, 4 LAP OUTER LAYER OF BUILDING PAPER OVER FLASHING. INNER LAYER RUNS BEHIND SIDING. P.T.2x10 LEDGER, PER STRUCT. r 2 6 _ P.T.PLYWOOD FUR STRIPS Y2"x "-2"AT EVERY LAG. 2 \ 6 '\ METAL FLASHING SIDING, PER ELEVATIONS C,9_ LEDGER AT SPACED DECKING 3" =1-0" SECTION —40I FLOOR FRAMING PER STRUCTURAL I =wandommsammad 11111111111111 I 1.... I I 1 2x6 PT PLATE 11111 CRAWL SPACE z i• v Icc � � a. III-III I I 1, 1 I LE rr° > a II I V I_ ° I a Ia° w son a _ 4" PERF. - I ° DRAIN .!� : a I : • o ° j VAPOR BARRIER SEE S SHEETS FOR .0• il I � STRUCTURAL INFORMATION I k TYP. CRAWLSPACE FOOTING (8) 3/4" = 1'-o" SECTION PROJECT NAME: Polygon Single Family (RT, SR, BCF, Villebois) ARCH. JOB NO.: 1503, 1430, 1403, 1517 BULLETIN DATE: 05-23-19 SCALE: As Indicated PAGE: PREPARED BY: Sue Vanasouk REF. SHEETS: D3 MA-GEN4.1 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. LOW ROOF ` REMOVED 0 40'-0" / / 11'-2" 3'-8" 8'-6" 16'-8" / / - / / 3'-3)4" 7'-10 4" 1'-11 4X1'-81/4 44'-8Y2" ` 4'-0" r 4'-0" ` 3'-11� / f 4-012-6 F 2-0 31-0 SH I I I ` \ \ ••. SAFETY GLAZING REED LASS 3-0 5-0 SH 4-0 5-0 F 3-0 5-0 SH \ \� •• _ a S H P EGRESS •m _z / �OAt�I TF0/ of `_, N 7v' Q "x72" O L `" --- -12 -—� -*•---'41_' 9 /DROPd /q� ,), : : `. W.Q.C. io it:(i4i1 N a GLASS WALL ,, v • ,,_ `� 2-4 HCW v N m • • -coTUB PLATFORM ATI . -� Plan 5 TOP FLOOR PLAN 3/16" = 1'-0" 1'-3/4" 36'-84" 2,_0" / ♦ r i 44" 8'-1174" 8'-117/" 8'-117/" 8'-117/" 414" it1 i 110 i/ 1 \ A-4. } - MANUF. RAILING SYSTEM 0 ��_1 SURFACE OR FACE B ATTACH. INSTALL PER Deck A8 MANUF. DIRECTIONS 40'-0" o. / ' 6'-4" 8gl 104" 9 11'-93/4" 5'-0" 5'-0" 2'-111/2" I , A-4. 1 1 I I 4-0 4 6 SL I 30505H 6-0 5-0 F SH ♦ \ I �— \ \ti I 1---1---.� I 6-0 8-0 SGD r--J o �I dw-1 -J DOOR SLIDE 18 i I \ D3 ink DZ 7= N - o –—cm I I C 1'-13+l' -0" M 3 Plan 5 MAIN FLOOR PLAN 3/16" = 1'-0" 8 LOW ROOF /-4-\ P4 S1.2 REMOVED \59.0/ E[14-DS1.2 STHD14RJ --\\THD14RJ /7_ STHD14RJ �� 4R __ Z ._�r.�r� `- :.M, r.r.. ,',��r � r //�--� , • a it I 1 -, GT 7 //�// /^.� I 1 1 ABOVE 0 \/ 1= f o/ GTABOVE I7 / J/ I // N / l \_ii \- 9 Q 2x LEDGER v, 71 _..7 vii O � =z lith I Plan 5 MAIN TOP FLOORFLOOR SHEARFRAMING PLAPLAN & N 3/16" = 1'-0" 40'-0" • 36'-834„ 44"' 8'-117/8" ,� 8'-117/" 8'-117/" 8'-1174" 4Y4" 1. ; 18"x18"x10" FTG. ; 2x10 TRIM OVER P.T. i I 10 W/(2) #4 BOTT.EW TYP. 2x8 RIM TYP. ALL SIDES_ I � MA 4.1 - I -� _-rte �� � � -_ P.T.4x8 HDR P.T.4x8 HDR LJ P.T.4x8 HDR P.T.4x8 HDR L�.i 6x6 P.T. POST TYPe e P-1x6 e • I ABU66 TYP. / D AGONAL MST48 ( N FLR WALL , B_A MST4AIN FLR WALL E. e TO PONYWALLU ® ONYWALL) � S • ': ,, LL TO O , STHD14 (POI HALL TO FDN) 14� H `,21. /e 8 • FDN)P4 e P4 P.T. 2x10 LED.E� MA-41` e MA 4.1 • I r ------ZS---- '——— —,—LS STEPFDN PER SITE COND i -113/4" 1 WALL PER \-- I STEP FDN WALL PERT c/S6 0 TO 5/56.0 TO MEETGRA \ f 3 1 3 ti MEET GRADE. l� ,. I 14'-84 1 0 14 0 1, S :1, �4 [ Plan 5 FOUNDATION PLAN 3/16" = 1'-0" PROJECT NAME: Polygon Single Family (RT, SR, BCF, Villebois) ARCH. JOB NO.: 1503, 1430, 1403, 1517 BULLETIN DATE: 05-23-19 SCALE: 3/16" = 1-0" PAGE: PREPARED BY: Sue Vanaouk REF. SHEETS: A2, A5, A6 NA-GEN4,6 ' This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. NOTE:VENT TERMINATIONS ARE B TO BE LOCATED AND INSTALLED IN LOW ROOF COMPLIANCE WITH ORSC M1804.2 DS REMOVED 1 0 D3 DS , ::„,0.,° I' ii II 11 II in 1 ink ISI ICIF Plan5 ROOF PLAN 3/16" = 1'-0" 14 D2 1. 0-J^ J FIN. FLOOR' 1 m TOP OFLATE Ems. D3 _ WD\V. STD HDR. -1 _ — o o — s`— � 1. � � � ; 1,,, — j FIN. FLOOR a Z w ° II I > F- I^ —" ewe, 1...--...... — 4 1,......-4 \ 111 iii % 8 10 _ z Pi A4. \ A-4. ,_an 5 REAR ELEVATION 3/16" = 1'-0" r .„„,___________ ` IN. FLOOR TOP OF PLATE A. WINDOW STD. HDR. m - i b b I 1 U FIN. FLOOR w - E I I > a- o I I U -s-- - --- -I- II- - - Z � -f 10 8 co A-4.1 A-4. Plan 5 GARAGE SIDE ELEVATION 3/16" = 1'-0" PROJECT NAME: Polygon Single Family (RT, SR, BCF, Villebois) ARCH. JOB NO.: 1503, 1430, 1403, 1517 BULLETIN DATE: 05-23-19 SCALE: 3/16" = 1'-0" PAGE: PREPARED BY: Sue Vanaouk REF. SHEETS: A7, A8 NA-GEN4,7 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. CT ENGINEERING INC 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) asolomon@ctengineering.com BULLETIN Date: July 10, 2019 Number: CT-58 Project#: 15238 Project Name: RT, SR, BCF,Villebois Attached: CT-58.1 to CT-58.9 Subject: Plans 3, 5,3210,3410, 3413, 4063, 6065—Optional Decks Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the `River Terrace, Sunset Ridge, Bethany Creek Falls & Polygon at Villebois' projects located in Oregon. Per attached pages, see optional deck framing layout for the plan types specified above as requested by Polygon. ,`F, GINE.. sa\ r f it REGbN 22, 07110/2019 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: July 10, 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_2019.07.10_CT58_Plans 3, 5, 3210,3410, 3413,4063, 6065-Optional Decks.doc Structural Engineers CT-58 BULLETIN CT-58.2 40'-0" 36'-8%4„ 4)/4 1 ' 8.-117/• 8" 88.-117A" 8'8'-117A" 8'-11 8.. 4/4 ' ' .. i 18"x18"x10" FTG. 2x10 TRIM OVER P.T. ,I #4 BOTT.EW TYP. 1 2x8 RIM TYP. ALL SIDES' ' ' 10 4_W/(2) I I I A41 4 P.T.478HDR-"i"--17.1 -4x8 HDR Li P.T.4x8 HDR P.T.4x8 HD .i R L 6x6 P.T. POST TY P 1x6 • ABU66 TYP. `% D AGONAL MST48 ( 4IIN FLR WALL B QAC MST4 AIN FLR WALL •TO PONYWALL v i ONYWALL) MST48 (MAIN FLR WALL S -.4 , •: ••"A LL TO N N O , STHD14(POfR VALL TO TO PONYWALL) FDN) „ 8 • FDN) STHD14(PONYWALL TO , P4 o- P4 FDN) , P.T. 2x10 LED.E• MA-4.1 • A-4.1 • STEP FDN -- ---- -- ----- STEP FDS WALL PER I PER: SITE COND. �- --- Z�---- I1 -11W WALL PER MEET GRADE I STEP FDN WALL PERS I 5/S6.0 TC L 5/56.0 TO MEET GRAD a - I MEET GRADE I 14 8/8,.. 1. 14 .03: ” 1 I. I I i, I 11'3 ' I , Plan 5 FOUNDATION PLAN 3/16" = 1'-0" , • CT-58 BULLETIN CT-58.8 ' MANUFACTURED RAIL SYSTEM AND SEE ARCHITECTURAL CONNECTION DESIGN FOR ALL FLASHING DETAILS I BY OTHERS JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE W/ (3) 8d EA. JST. 4T, tee��eeeeewNOM i0 alai aWI^�� 1' -_pi iT JOIST BLOCKING (2) 0.228" DIA. LedgerLok TRIM RE:ARCH. FASTENERS W/ 2" MIN. i PENETRA110N 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 FRAMING CT-58 BULLETIN CT-58.9 „ ,I„ 111 • HOLDOWN PER PLAN (STHD SHOWN) MST STRAP PER PLAN AT INSIDE FACE OF STUDS N SEE 5/S6.0 AND BEARING WALL FINISH GRADE00 1 . SCHEDULE NOTE #6. A. . ° \ \ I I I I I I I I I I I I I I I I I I 8" / / / SCALE: 3/4" = 1'-0" / / HOLDOWN AT EXTERIOR PONY WALL FOR OFFICE USE ONLY-SITE ADDRESS: 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 II. Isy Transmittal Letter TIGARD, 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED SEP 12 2019 FROM: ► \ S gi CITY OF TIGARD COMPANY: f BUILDING DIVISION 3 PHONE: WD - ,ct 5--Y1 Co By: Sp- RE: \ to 1,OO SCJ —612.b � Sr I T 7/ q- 1)0 2Y2 (Site Address) (Permit Number) , Z L ' ZZ3 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: 1 Additional set(s) of plans. X Revisions: CNJN, t€62ajk, Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKSV lnEt• - 41) add- & a 0 Q, - ) -N C.,1-5 ` s(1 G /J 13 De._c-L w twit) Datic .' w .39�/ 1 - obi?,(rr -� O 7- 1�fO 4' FO OF ICE USE ONLY Routed to Permit Technician: Date: 9 i le i I Initials: Fees Due: Yes ❑ No Fee Des 'pti : Amount Due: l Z eLan C.cv; --) $ c_ $ $ Special Instructions: Reprint Permit(per PE): Yes ❑No ❑ Done Applicant Notified:sz_k.t,c,,ko ate: C( 7 ket Initials:S--t I:\Building\Forms\TransmittalLetter-Revisions_061316.doc