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Plans (24) • CT ENGINEERING INC 180 Nickerson St. • Suite 302 City' Of rgaro Seattle,WA 98109 (206)2854512(V) Approved P!arK: (206)285-0618(F) BY—J:17- 7-)a-) asolomon@ctengmeenng com BULLETIN Date: July 6,2016 Number:CT-07 Project#: 15238 Project Name: River Terrace SF Attached: CT-07.1 Subject: Raised Concrete Stem Wall(Lots 78-82) Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the 'River Terrace SF' project located in Tigard, Oregon. Per attached detail, see reinforcing and embedment requirements for raised existing concrete stem YY-15±4 -20 - o " ) i 96 1-739 ,S‘At AvIn c65) PRO. 14 GIN4-,0„ 60 1/4:1 ' 46A 4114kiteREGOlk, Lo -t- 2 2 , 7 07/06/2016 •• rss- , L, ca.g REVISION oke-Control Systc..;.. Ottlertnapections_ _ OFFICE COPY CALL WITH ANY • • Issued by: Arnold R. Solomon Date: July 6, 2016 Distribution: Contact Information: Chris Walther Polygon Northwest Company Angela Graiewski Polygon Northwest Company Alexia Fukui Milbrandt Architects R:\15238 River Terrace\Bulletins\15238_2016.07.06_CT07_Raised Concrete Stem Wall(Lots 78-82).doc Structural Engineers 180 Nickerson St. CT ENGINEERING Suite 302 I N C. Seattle,WA �N til 1 e.R M E SF 98109 Project: Date: (206)285-4512 �T d7rnx: Client: Page Number: 1.1- .' (206)285-0618 lCI'01 26011~1)4 I IDD u) "y Cour'. ADD "INUIT i4.I . ' : - L el _,. TeP OP ELIST ILInu 0 11 Kilt REIN= Pen.PLAI4 I E L 1 C13 -1C-1 WALL . PI. le Null. vi EPo1.4 b.Ln.G `Jtm.PaoW eStnbnc,-7e StT tinCROSttn-L RD146-t\tE Sl.ITE ') ` Ca PIPPRovto Kora, CMLN. bmce0 Depcl4 _e VI ) Seato-N Structural Engineers • E) PRD 1 CT ENGINEERING �`F,e�GINF�lk INC 60 ,' � 18d$0 Nickerson St. �� `ia Su8vite 302 ( •�R E G�i N A, Se attle,WA 98109 \1 �c, t2 6)285-t512(V) Q� + COPY %:IVPFS T2,G���F (2(z06)285-0618(F) team asolomon@ctengineering.com 06/13/2016 BULLETIN Date: June 13,2016 Number:General Bulletin Project#: Multiple Project Name: All Polygon Single and Multi-Family Projects Attached: None Subject: Epoxy&Acrylic anchors for HDU holdowns—Oregon (All Jurisdictions) Drawings Affected: Holdown Schedule Description/Action: This bulletin provides design clarifications and/or variation requests for all of the Polygon Homes single and multi-family projects located in Oregon. Holdown bolts may be set in drilled holes with either epoxy or acrylic anchoring adhesive per the table below. For temperatures between 50 degrees and 110 degrees Fahrenheit, 'Simpson Strong-Tie SET-XP' Epoxy Adhesive System may be used. For temperatures between 0 degrees and 70 degrees Fahrenheit, 'Simpson Strong-Tie AT'Acrylic-Based Adhesive System may be used. Contact engineer for alternate products and temperature ranges. Note that STHD14 holdowns may be replaced with HDU5 holdowns unless noted otherwise by the engineer. SET-XP AT-30 MIN. HOLDOWN CL OF BOLT A307 ROD HOLE HOLE MIN. EDGE EMBED. MODEL TO F.O.S. DIAMETER DIAMETER DIAMETER DISTANCE DEPTH HDU2 1 5/16" 5/8" 3/4" 11/16" 1 3/4" 5 1/4" HDU2 1 5/16" 5/8" 3/4" 11/16" 2 3/4" 4 3/4" HDU4 1 5/16" 5/8" 3/4" 11/16" 1 3/4" 5 3/4" HDU4 1 5/16" 5/8" 3/4" 11/16" 2 3/4" 5 1/2" HDU5 1 5/16" 5/8" 3/4" 11/16" 1 3/4" 6 1/4" HDU5 1 5/16" 5/8" 3/4" 11/16" 2 3/4" 5 3/4" HDU8 1 3/8" 7/8" 1" 1" 1 3/4" 8" HDU8 1 3/8" 7/8" 1" 1" 2 3/4" 7 1/2" HDU 11 1 3/8" 1" 1 1/8" 1 1/16" 2 3/4" 8 3/4" HDU14 1 9/16" 1" 1 1/8" 1 1/16" 2 3/4" 91/2" CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: June 13, 2016 Distribution: Contact Information: Chris Walther Polygon Angela Graiewski Polygon Alexia Fukui Milbrandt Architects R:\15238 River Terrace\Bulletins\03180_General Bulletin_2016.06.13_Epoxy holdowns(Oregon-All Jurisdictions).doc Structural Engineers l ,4 —r,c2cC--7 OdCS(o 17 311 sw Akio r G)re,(ef $Gic,-/- 7d- OFFTiff7E COPY 22•_O• '-10)4• I6'-Y 3'-10)f2• tfil STHOu I l" 3x11}BLOCK OUT -- -- I ', l[ir'iBf�` O STEM WALL TSP. STHD7 kl`t n _ y ,,,, Rdr*,,,,imgtae 3) CONC. SLAB r4n_4trts7a7 ►sc• OVER 4•FREE DRAINAGE MATERIALg OVER COMPACTED FILL VERIFY GARAGE SLAB HEIGHT ' - �S �H MRI GRADING PLAN 1� V ® 0 }IQfAI AUG tom-, 'L��y CCKIRK AND,WA Ala'-D}4' 3'-11]4T m �i 6666 c IT�OFORk' I J _16• me min i 3li*CONC. I r © VARIES: MIN. I FURN• . la PATIO SLAB ® 9IA��1-3'FROM TOP m � 'I / ABOVE STEM WALL I III SLCPE ® Ft 51H014 L__-0- `e a __ __ I i z 2 DN �.. D i i'-Smou Zs 434 ^ 12.4 PONY WALL _ 18x24 CRAWL -1 ABU66 ��r AI AT HIGH FON. • SPACE ACCESS y © 6 HO I ,�,, FIXTURE ABOVE- .11 f • 510E n ®r M. 1 1 I L 18'x34., FOOTING II .Q o ENURE IIID • e .___I 0 ENTIRE 13$-x 91f-L_6L_n • ! SIDE L. — T L+J / . 6 CENTER U/WALL 1 d_00: 4 - I17 tl I J rI IR 0•z L- Q I 30•x310• I o Cl) 'e m CD ®' ■ FINISHED FLOOR ®' tl FOOTING W 1 Vg m o al I - __.. — •`� ry� a 3 #4 EA.WAY I I, Q ZJ e 4 I KY I 1 P.T.414 POST ^,�� xJ d I e e r l TYP.U.N.O. A •O CRAWL SPACE LLI j L J `.‘ DRAINAGE SYSTEM. 0 , CONNECT LINE TO c n 91f•I-Jd575 AT 19.2'C.G FOOTING DRAIN. TYPICAL ALLOW POSITIVEZ m DRAINAGE,8/01 O t0 V L 'O'. -113/4• It'-7}�4 i 14'-4�• I LL 9'-�• I I• Q I SH EARWALL NOTES J� FOOTING W/ Om e � _ 3:,-_,,,,,..,____ r- �-JO.30•x10• I ti m I 18•x18•z10•FTG. O1 I 3 EA.WAY • Z C3 SHEAR WALL TYPE-SEE 14/S1.1 FOR NAILING ,� TW.U.N.O. I I ) -11Y• 1,Q ho W/(2)N EW 6x6 P.T.POST d 02 I tr ;5 0 _4 LTJ 70 AIL Q I _ •. 13:x 15: YS_--__ SIM.V.275m. ®I■ - tl SHEAR WALL WITH FORCE TRANSFER -, v AROUND NINDOWS SEE 8/S1.2 FOR , 2x� AOUI.IY. .���. ' DETAILS. '�,, O—HD HOEDOWN TYPE-SEE 10/51.2 FOR SCHEDULE TART FAIK[r�y rgC+�,7 Nr ® - ®'�NJIi�l1 � g JO SHEAR WALL-INDICATES EXTENT OF SHEAR WALL �� —d -' I �� WHERE SHEAR WALLS REQUIRE PLYWOOD.IT SHALL BE APPLIED TO SDE OF I W STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. ® I V ST1)14 16'6h• Q SHF®14 9-S eL,tl SOME WALL SCHEDULEYWOD SHEAR SHEET S1.1. 7 LLS MAY REQUIRE 3 z 4 STUDS. SEE SHEAR 3$6 CONC. SLAB rl L - C I THICKENED SLOPE 1T4•I TOP OF SLAB L 0 a SLAB EDGE E SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE —rr — _ __- _W - 0E 0 PERIMETER FOUNDATION WALL. --- I V ABU44 11311=111= 4 L 05 c ABU44 ..t� e@ 1'-I)4 I 6'-0- I ABU44 0 & m FOUNDATION NOTES > 0 26'_8)F .•'. 8' ; SEE STRUCTURAL SHEET Si.))FOR ALL FLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE. r C L E G E N D NAILING AND OTHER PERTINENT STRUCTURAL INFORMATION. ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS ON FOUNDATION WALLS: FOR TYPE Y•(PLYWOOD) PLAN 7B FOUNDATION PLAN CC a 0 SHEAR WALLS.PROVIDE AN EXTRA ANCHOR BOLT EACH f Z UNLESS NOTED. SDE OF VENT. 1/4'=1'-0' FRAMING CONTRACTOR SHALL • a '914•TA 110 O 19.2.OC UNLESS NOTED AMERICAN MODERN VERIFY HOLDONN LOCATIONS PRIOR Lm SHEAR WALL TAGS AT FOUNDATION WALLS ARE FORT TO POURING FOUNDATION. OC 0 PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE PROVIDE UI PERFORATED FOOTING DRAINS AT PERIMETER a® SHEAR WALL-SEE NOTES ON THIS SHEET FOR SPACING. OF ALL BUILDINGS. Ci)ET. 0) FB FLUSH BEAM WHERE SHEAR(PONY)WALLS IN CRAWL SPACE REQUIRE STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING- PLAN 7B CRAWL SPACE VENTING: a HDR HEADER-SEE 51.0 FOR LUMBER VALUED PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD SEE 4,5/56.0. REWIRED: 787 SF/150=5.25 SF=756 SO.IN. O PROVIDED: 11 VENTS 0 72.5 SQ.IN.=798 S0.IN. a WALL WITH THE SYMBOL SOME PLYWOOD SHEAR WALLS O —0 DOWNSPOUT: PROVIDE TIGHT LINE&RISER BOOTPERWOPENCE VENTS PROVIDE 72.5 SO.IN.NET FREE AREA LOCATERVENTS S NOT 3. MAX 01 CRANLSPACE 0- ONSTUDS.SHEET 57.1. FOR GROUND COVER INFO. ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL CONCRETE FOUNDATION WALLS ARE 8•THICK UNLESS +33•} ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTED OTHERWISE. AGENCY. ALL EXTERIOR COLUMNS,BEAMS AND FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE ®' FINISH SLAB ELEVATION JOISTS EXPOSED TO THE HEATHER SHALL BE AWAY NO LESS THAN 2S FOR AT LEAST 5 FEET. :l Job No, 15-03 PRESSURE-TREATED. d Sheet No.: ®QX POST SIZE k NUMBER OF BUNDLED STUDS SEE SHEETS 59.0,&59.1 FOR TYPICAL WOOD FRAMING VAPOR CRAWL SPACE FLOOR N1TIi MIN.6 MIL.POLYETHYLENE DETAILS. VAPOR BARRIER. u w Sheet Order: A S D7 (��/ 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 IS , r Transmittal Letter i ; 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439•www.tigard-or.gov TO: i O Y14- DATE '�" '�V `) DEPT: BUILDING DIVISION J U L 11 2 016 �O* /�, x P,' ',. FROM: LI ra 2 U�.S I A y d COMPANY: IN i Nam Lvonel-ftofhts I IV.ONE: 2C1.0S'11 B� RE: Pkon a� - WQQc�- in TeriaL i-tr�le0-tel 16, (Site Ad s) (Permit Number) � o739/ ou, �}n', �o� _Lor 7S ject name or subdivision name and lot number) I/ ATTACHED ARE THE FOLLOWING ITEMS: Additional set(s)of plans. Revisions: 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): /n� r REMARKS: ��cJ ait o-,,`. plo-v..x } Routed to Permit Technician: Date: - - IMEMMIIII Fees Due: ►'/ Yes • No Fee Descri tion: Amount Due: ©.S J-1 v- c.. r v , e'./ $ a $ $ $ Special Instructions: Re s rint Permit ser PE : ❑ Yes PIP o ❑ Done A. I licant Notified: .9n/6-1 " Date: 7 _ (•'?L'�� I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012