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Report (65) \vat-5,1/44 -"P, ?..‘._is'ocn St ' 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 GUARDRA L— U a EXTERIOR OPEN CEDAR DECKING m r":WPM"//////%r//l'//////"/J////'/I1 %/, $,, A! P.T.2x8 P.T.2x8 JSTS AT 16" 2x10 FASCIARIM O.C. / TA HEADERPERSTURCTURAL PER PLAN GUARDRAILS ARE A DEFERRED SUBMITTAL.GUARDRAILS AND CONNECTIONS SHALL BE SMOOTH HARDIPANEL 111 DESIGNED FOR A LATERAL 6x6 P.T. POST . LOAD OF 20 PLF. TOP SI CTION Y"x1Y2"CORNER TRIM ell 6x6 P.T. POST SMOOTH HARDIPANEL INMI 6x6 P.T. POST BASE'PLAN WITH ABU BASE SEE S SHEETS FOR SMOOTH HARDIPANEL . STRUCTURAL INFORMATION BASET SECTION ) REAR PATIO/DECK COLUMN r 3 SWING DOOR AT SIM COND, INSTALL AND FLASH PER MANUF. INSTRUCTIONS. METAL"Z" FLASHING W/DRIP /// in EDGE, PRIMED AND PAINTED Y \/ COMPOSITE SPACED DECKING SEE STRUT. FOR =:= =--- =- 1 CONNECTION DETAILS �� _ J 2x8 P.T.JOIST FRAMING PER STRUCT. HANGER PER STRUCT. 2 • RIM BOARD PER STRUCT. tt.: -J LAP OUTER LAYER OF BUILDING PASINNE LAYERPAER RUNSOVER BF LE SIDING.HING. R litillidil P.T.2x10 LEDGER, PER STRUCT. 2 6 P.T. PLYWOOD FUR ST Yz"x 1'/z" 2"AT EVERY LAG. 2 6 `� METAL FLASHING SIDING, PER ELEVATIONS 9 LEDGER AT SPACED DECKING 3" = 1-0" SECTION 1,v! I '►.I FLOOR FRAMING I I s! PER STRUCTURAL I •••�••iaaaui.aa il U111iI . ,..... IF= illipi 2x6 PT PLATE �II me J h• CRAWL SPACE z I. 5 v_ Icc reo 14 a - 71 �11III III ,Y= 9- > ,J 1— < I w �_ _I a w "' a — = 4" PERF. - I DRAIN fIO ° Li_ .4 • a -7,- VAPOR BARRIER SEE S SHEETS FOR �� —I i I=1 11-1 1' STRUCTURAL INFORMATION I I- 8 TYP. CRAWLSPACE FOOTING 3/4" = 1'-0" 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. 0 LOW ROOF — REMOVED 1 40'-0" 16'-8" 8'-6" 3'-8" 11'-2" �„ 4 0 4-0 1 1'-84 1'-11 4' 7'-10/4" 3'-344, 3'-11 4,_8��� I I I 2-03L0SH4-02I6F 3-0 -0 SH 4-0 5 0 F 3-0 -0 SH REED LASS SAFETY' LAZING • EGRESS S S P dIMF QTPL1 *A ' zLL M "' I 4 72" OV �N N _ I • M �o� Ill TUB >• r�2':':.:':::.::':.:::I W.I.C. w I::. ::.: ::::::K::::::: ::: ::: ::::. . . .:: :::':::::.: :':::I i: ' '::'::: :::;':::::'::::::':::; ' :::::::':::: ::;' ':::::.? I . GLASS WALL— �\ a Plan 5 (R) TOP FLOOR PLAN 3/16" = 1'-0" 2'-0" 36'-844" 1'-3�4 / / / i 444" 8'-1174" 8'-117/" 8'-117/" 8.-117/8.. 43/4„ 10 A4. 1 GMANUF. RAILING SYSTEM \ ° SURFACE OR FACE �1, 44)B Deck ATTACH. INSTALL PER `� MANUF. DIRECTIONS 40'-0" q I Eto 2'-114' 5'-0" 5'-0" 11'-934" 8'-1034 6,_4 9 8 1 0 1 I I A-4. \ A-4. 3 5- SH 6-0 5-0 F 3-0 4-0 SH I 4-0 1-6 SL N.e e —� Cr\ L \ •••.• • J 6-0 8-0 SGD I '– fi� 01 18 DOOR SLIDE L- I--A 1 l L--H Nom,-- ® D3 -N I I I D2 \ I P_ _ . ft P-1.1/" S3 Plan 5 (R) MAIN FLOOR PLAN 3/16" = 1'-0" 8 4 LOW ROOF 8 S1.2 P4 59.0 REMOVED 111, P4 STHD14RJSTHD14RJ STHD14R THD14RJ - -i_. ai cci c----, , E - --r---., -7_,--.-_-_,---. 1 GT –� I I • °I �N ABOVE 1 ( L�, \ oI \J L— 1 ____.1-`-- 1-r \ \-\\ I , GT AB JVE \\__\o \\,i \\\ _Illi Ni ,I 2x LEDGER �_—_� I—n – va —.. Iw �i0CX b I MAIN FLOOR SHEAR PLAN & Plan 5 (R) TOP FLOOR FRAMING PLAN 3/16" = 1'-0" 40'-0" 4. 36'-844„ 4/4 8'-117/" 8'-117/" 8'-1174" 8'-1178 A44" ,p � 2x10 TRIM OVER P.T. 18"x18"x10" FTG. , A-4.1 1 III 2x8 RIM TYP.ALL SIDES1 W/(2) #4 BOTT.EW TYP. '_J P.T.4x8 HDR - P.T.4x8 HDR L-__1 P.T. 4x8 HDR P.T.4x8 HDR--____1(4 e PT 1r6 ® 6 P.T. POST TYP. •. N DIAGONAL �/ , ABU66 TYP. MST48 (MAIN F WALL :RA E MST48 (MAI LR WALL I TO NYWALL) ♦ U. TO PO ALL) I STHD14 XNYWALL TO ` N 0 / STHD A "iv, * • • 1 Fp( / 8 ~ •/ P4 MA-4.1 ♦ • @J SMA-4 • .1 P T. x10 LEDGER P4 \ � 1��I/� -.-s' • ''� E STEP FDN Z� Z - 113'4, , PER SITE CONDI ETWALL TO RER '� • fTEP FDN WALL PER ' I I MEET GRADE 56:0 TO MEET GRADE I I Tv- 14'-0 8, I 14'-84" A Plan 5 ( R) 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 Vanasouk REF. SHEETS: A2, A5, A6 MA•GEN4.8 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. I B NOTE:VENT TERMINATIONS ARE A8 TO BE LOCATED AND INSTALLED IN 1 COMPLIANCE WITH ORSC M1804.2 LOW ROOF DS D3 REMOVED DS m F '\. ,_ ii Ii II 11 Plan 5 (R) ROOF PLAN 3/16" = 1'-0" = n EY, o C14:2) • 12 41111II.a► I H H I= - O O I — i - 1 — _ C Ty, L - - - ------ - • .,. _ _ _ Z V) 0 - .CC UJ I Ay---- *1.-...11•1111.) gum.....-...... r - z 10 8 `° _ A-4.1 A-4. Plan 5 (R) REAR ELEVATION 3/16" = 1'-0" FIN. FLOOR TOP OF\I'LATE k WINDOW STD. HDR. M M ' O O En 1 FIN. FLOOR 1 • � o LUI- I Quo L) fa 10 z MA 41 2 r.Plan5 (R) 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" PA : PREPARED BY: Sue Vanasouk REF. SHEETS: A7,A8 MA.GEN4.9 _ This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. CT ENGINEERING 180 Nickerson St. INC Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) asolomon@etengineering.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. �p PROS ,<<:-�G I NF,�,V)p tYi 60 43'.. .t,,,‘ /4../ J , c,rl� REGOR..,\ /G<" 22,1e'� <ck• 07/ 10/2019 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" 8'-11/" 8'-11/" 8'-11/" 8'-11/" 4Y4. 1 18"x18"x10" FTG. , r2x8 2x10 TRIM OVER P.T. W/(2)#4 BOTT.EW TYP. I RIM TYP.ALL SIDES i i i J A-411 -— 41 P.T.4x8 HDR P.T.4x8 HDR L P.T.4x8 HDR P.T.4x8 HDR L'i 6x6 P.T. POST TY P 1x6 ; • ABU66 TYP. i `o D AGONAL / MST48 (fIN FLR WALL B'A MST4� AIN FLR WALL Eo e TO PONYWALL U i I ZONYWALL) MST48 (MAI 1 FLR WALL S •.,. A .: 1•n ALL TO N N O STHD14(PO ALL TO TO 'ONYWALL) FDN) �� Co 8 • FDN) STHD14(PO YWALL TO i P4 tea\ a~.' P4 FDN) ,— P.T. 2x10 LED.E' MA-4A-4i iiiimm " FDN I. — ►� --.— --- ►� L PER r! PER: SITE coNo. — »—L�--- -----IMMIMIWIIMIII� STEP FD :.0 TO I 1 -1Y8a 1 E � WALL PE' M I GRADE 1 STEP FDN WALL PER 5/S6.0 Ts .1. 3 5/S6.O TO MEET GRAp MEET GRAPE 1 i 1 14-8/ 1. ' 14 0 11 3y4 . 1 ■ Plan 5 FOUNDATION PLAN 3/16" = 1'-0" CT-58 BULLETIN CT-58.8 MANUFACTURED RAIL SYSTEM AND SEE ARCHITECTURAL CONNEC110N DESIGN FOR ALL FLASHING DETAILS BY OTHERS JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE W/ (3) 8d EA. JST. lili c,, I i 4' f ina I .,. ii ,I JOIST BLOCKING A II \ (2) 0.228" DIA. LedgerLok TRIM RE:ARCH. FASTENERS W/ 2" MIN. i 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: —.4._._ 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 f f CT-58 BULLETIN CT-58.9 HOLDOWN PER PLAN (STHD SHOWN) _ MST STRAP PER PLAN AT INSIDE FACE OF STUDS 1111 z '. • SEE 5/S6.0 AND BEARING WALL FINISH GRADE\c° • • •I . : SCHEDULE NOTE #6. \ i . —111-111-111—I T I \J • ii=iii=III_;III- i I-1 :111 I. • \ ..11 . . (-) [ ° ..7"' ,;,111;,111,;,1111,;, 8" � 1'-4" / 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 faun when submitting information for plan review responses and revisions. This fouu and the information it provides helps the review process and response to your project. City ofTigard •• COMMUNITY DEVELOPMENT DEPARTMENT $11 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: Ii G., INk.criZia CITY OF TIGARD BUILDING DIVISION COMPANY: 0 • AI5 v`al PHONE: 1100 By: l�- 'S- RE: t(4 5 4 5 UU "Bt Q-osahc-, "5-r f 01 Cull 7 (Site Address) (Permit Number) (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: DVADuAQ�(� U.A.I . 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): REMARKS:gs.vvs t, 131" '� aO•d` zsC\a1 T aQEI � FO OFFICE US ONLY Routed to Permit Technician: Date: `1�� ( 9 Initials: AA— Fees Due: Yes ❑No Fee Descnption. Amount Due: th--- lG3, h - Special Instructions: Reprint Permit(per PE): Yes ❑No [ Done Applicant Notified: ck P ate: �-,- Initials: 5t I:\Building\Forms\TransmittalLetter-Revisions_061316.doc