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Plans (25) CT ENGINEERING 1 N C y 1 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)285-0618(F) OFFICECPv solomon@ctengineering.com 1 • 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 wall. . !gar ci App.App:'oved Pans k'D\r _.... __....... Date 7-d -) p c°53 PRO. �4 m s-fi a.0 16— 00 1 9-7 �- : 60 • 14-1-1 446 � 173 Sw Arn Grcc� � ke REG�iN& 07/06/2016 CALL WITH ANY QUESTIONS 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 Ao CT ENGINEERING 180 Nickerson St.Suite 302 I N C. Seattle,WA Project: EIV til. isen.RACE J'FDate: 98109 (206)285.9512 rnx: Client: Page Number: CT-67.' (206)285-0618 CT-01 &u.n N OFFICE COPY 1400 u) "4 GALT'. it • ADD "I Vett -. 1 - r 0 1 T7P 0R hiii Wn« b Nur Rein NIL FLAW El-IST Govt WALL 1 p ig le DRILL EPoxy U.nr `Junkrow tS t ,-7E 4r AnutocuAta P1DH6ftV e SIJTEM 1 Ot HPPao eo Ku ttL CML EmawO to s.i _ 3'`1 S1 cn N Structural Engineers AN CT ENGINEERING 4.T.�GNF��k? INC 60 ,;� 18d Il0 Nickerson St. IrtuI ` `� SuBetite 302 REG�iNA, ("Seatt1e,WA98109 1 c7 ( 36)285-4512(V) T" < ` I Y v-' 22,\�\�<� (2 06)285-0618(F) S T. G teatot 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" HDU11 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 Grajewski Polygon Alexia Fukui Milbrandt Architects R:\15238 River Terrace\Bulletins\03180_General Bulletin_2016.06.13_Epoxy holdowns(Oregon-All Jurisdictions).doc Structural Engineers "u57—als61 -62°(� 7 O4 I ,E' FY A. p, ate i , . . , 1 Sla e otl b r ;, _._?«.:vturai I.,;..'a°,9 c9ag Code 4 t._,.3,- zz D 16'-3' 3'-10)[2' , ti 19 Concrete and Rei ,. s xing S d s1.4 ® yLc). _ P� ` ®,(1�+' t €�! k �y tt t I I t Mi 3 It 9 n 4i ��xiB 4 sc q Arch fect .O Bolts Installed ed in Concrete sTNDu 3014 5TEBML WALL TTSP. STHDui-/ �j V{ �2 4Iag 51024 x4r � ° e'_.Special Moment-Resising Concrete Frame CONI. SLAB 4045 1 '' 4' thkg OVER 4'FREE DRAINAGE MATERIAL ll@6- h1( OVER COMPACTED FILL 0 Reinforcing Steel&Prestressing Steel Tendons , (0 r'1 .,..�} �p� _ VERIFY GARAGE SLAB HEIGHT '' = S L Structural ®Melding IN71H GRADING PLAN I I V ( High-Strenght Bolting e o ® riAUG yy OKRA WA 16'-0)4' • i'-oil !R1 �� 5558 [J Structural Masonry ...1" `°of QRS I 0 Reinforced Gypsum Concrete 16` , 0InsulatingConcrete rill 4. Vi CONC. m' © VARIES: MIN. n 0 r-+FURN. PATIO SLAB _14' sal-WILE,-3'FROM TOP OF r--. ABOVE 49 STEM WALL o 0 Spray Applied Fire-Resistive Materials SLOPE 1 1L--y ® Pa sn Qu SL ON �� '__ � � _R______' 711 Piiings,Drilled Piers and Caissons _ 4;'90 3-,4.7 i`sTHD14 �-!s J = 1 4 12x4 PONY WALL i 18x24 CRAWL i p ABU66 i I AT HIGH FON. 19 -SPACE ACCESS 0 Shotcrete jsme II.R I FIXTURE ABOVE-�_ li- y� py 4 _ 3 'I „ L_J'i 1 18'x36',10'FOOTING ; I 0 Special Grading, Excavation and Filling ENTRE® w ® 1 1 d® i(2)l4,(3)l4 `__ ENTIRE SIDE ti--- n ' _ J �I 13{-x91£-9/L1.2.1_,.."Li I P6 SIDE _ > Smoke-Control Systems ___ L'J To 4 = el CENTER U/WALL T Y - 0 Other Inspections _ 16 G �' jj - Q ♦-H O I 16 30'x30"x10' �/� o to . ... ®' FINISHED FLOOR L4 .0 FOOTING W/ y/ •; 1 ° Z Q • . (3)l4 EA.WAY ® A m H �_' I Y.... i 1 l P.T.4x4 POST +••• A N i 1 I TIP.U.N.O. •,� A O CRAM SPACE LL A L J +x._ DRAINAGE SYSTEM. ..a CONNECT LINE TO 2 I 9N-I-JOISTS AT 19.Y O.C. FOOTING DRAIN. J o TYPICAL ALLOW POSITIVE die o DRAINAGE,8/D1 Al w I-113/4- - 11'-7Y,, w l 14'-4V I 1 .O w rf-i I— E L�J 9'-8y' Q SHEARWALL NOTES J "' A -_i i iOm 8 � T 13:'i 9)4_LVL 30'x30'x10' (� I J I FOOTING W/ 18'x18',10'FTG. \ • � (3)14 EA.WAY --,1_1131'1 Z (Q W/ • (2)It EW n ( L____I 6,6 P.T.POST d P6 SHEAR WALL OWE-SEE 14/51.1 FOR NAILING „r TMP.U.N.O. Lt+J ,020 }LTJ 10 QSHEAR WALL WITH FORCE TRANSFER 131'x 9YT LK 9M .0_�94. ®1 - N ,`__ AROUND WINDOWS. SEE 8/51.2 FOR _~__—_--- _ ,�2x PONY _ lYle :,....t DETAILS. ^,. j WALL lit NEB - I ' f-HO HOEDOWN TYPE-SEE 10/51.2 FOR SCHEDULE TART FRMG.1_ISW1.���-M.® l N ` SHEAR WALL-INDICATES EXTENT OF SHEAR WALL �=IfNUN d i 1., _� WHERE SHEAR WALLS REQUIRE PLYWOOD,IT SHALL BE APPLIED TO SIDE OF 1 51H014 4P3 57HD14 I��" W STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. ,T 0. I 16•-6Y' 9'-5)i' V ' SOME PLYWOOD SHEAR WALLS MAY REWIRE 3 z 4 STUDS. SEE SHEAR ° 3YA�CONC. SLAB , m CU �' WALL SCHEDULE SHEET S1.1. ,� t l L. C Q 1 THICKENED SLOPE 11h' TOP OF SLAB CD .I SLAB EDGE I Q� E SHEARIMWALLSFCALLED OUT L. THE PLANS SHALL EXTEND TO THE , ___—'. _ _ — — I— O QE PERIMETER FOUNDATION WALL. m I ABU44 _ l c L m C V ABU44 1•-1V I A�A�, > O +• ' 2 ` J,- 6-0' I ARUM > Q m d FOUNDATION NOTES } °� 46'-eYz- +4 0 SEE STRUCTURAL SHEET 51.0 FOR ALL FLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-SE. 1.I L E G E N I7 NAIUNG AND OTHER PERTNENT STRUCTURAL INFORMATION. PLAN 7B ON FOUNDATION WALLS: FOR TYPE'P'(PLYWOOD) ) 0 ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS,PROVIDE AN EXTRA ANCHOR BOLT EACH FOUNDATION PLAN COR 'a H Z UNLESS NOTED. SIDE OF VENT. 1/4'-1'-0' FRAMING CONTRACTOR SHALL m 7, 9)I'TA 110 0 19.2'OC UNLESS NOTED AMERICAN MODERN VERIFY HOEDOWN LOCATIONS PRIOR C C SHEAR WALL TAGS AT FOUNDATION WALLS ARE FOR TO POURING FOUNDATION. C PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE PROVIDE 4'PERFORATED FOOTING DRAINS AT PERIMETER 0 AO Q OF ALL BUILDINGS. V� >_ SHEAR WALL-SEE NOTES ON THIS SHEET FOR SPACING. }�a (� FB FLUSH BEAM STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING- PLAN 7B CRAM SPACE VENTING: WHERE SHEAR(PONY)WALLS IN CRAWL SPACE REQUIRE SEE 4,5/56.0 REWIRED: 787 SF/150=5.25 SF=756 S0.IN. ..,:,• a ,. HDR HEADER-SEE 51.0 FOR LUMBER VALUES PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD PROVIDED: 17 VENTS 0 72.5 SQ.IN.=798 50.IN. d —0 DOWNSPOUT: PROVIDE TORT LINE&RISER BOOT WALL MATH THE SYMBOL SOME PLYWOOD SHEAR WALLS CRAWLSPACE VENTS PROVIDE 72.5 50.IN.NET FREE AREA LORATE VENTS WITHIN 36'MAX'D OF GRAWLSP EEE MAY REQUIRE 3,4 STUDS. SEE SHEAR WALL SCHEDULE PER OPENING. CORNER,UNLESS NOTED. SEE Dl CRAWLSPACE NOTE r fl ON SHEET 51.1. I,--.1 CRAWLSPACE VENT FOR GROUND COVER INFO. ^ ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL CONCRETE FOUNDATION WALLS ARE 8'THICK UNLESS +33'J" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED ABS STAMPED BY AN APPROVED NOTED OTHERWISE. REVISION AGENCY. ALL EXTERIOR COLUMNS,BEAMS AND FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE CM FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALL BE AWAY NO LESS THAN 2%FOR AT LEAST 5 FEET. Joh No.: 15-03 PRESSURE-TREATED. ®Q POST SIZE&NUMBER OF'BUNDLED STUDS SEE SHEETS 59.0.&59.1 FOR TYPICAL WOOD FRAMING COVER CRAWL SPACE FLOOR WITH MIN.6 MIL.POLYETHYLENE i Sheet No.: DETAILS. VAPOR BARRIER. a �� A S D f Sheol Order: t 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 Transmittal s al Letter Ps , i , 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439•www.tigard-or.gov TO: o DATE RECE VED DEPT: BUILDING DIVISION FROM:L `��YA`(( �Ol Ora). PWS ,. COMPANY: W!' UkC vT 1-yon*- , 1 VCs I IV ONE: (?b - Ut5'1 1 CP BX RE: Poco‘e.\ a* W��� &fey-Pa-ace !5r //—aJZ �,. (Site Ad ss (Permit Number) J73'/s AtJ� �GIr( oject name or submvisiv....ame and lot number) ATTACHED ARE THE FOLLOWING ITEMS: ',itC6 l r,61:1 J(is a s . .y . ii u k�"", �.< 51'44,°. L ..$ . ''-) hi l�:`::. .4& �.„4 . a : w u+;. . 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): REMARKS: — - - ` !— 0 a.i _ _IL. .. _ II ;:aay 4,... .tim ., ; x .s : =;; 11:C. a� � ,).... 1 Y .: . 7... tee`` '. . �.;., s. "i.: . 3. ..�,*s�.ac..,�rets ��.�..�,.i�t *�.k+�'S .,[�;.. Routed to Pe it Technician: Date: 7 s )a-- ) C Initials: Fees Due: FA Yes ❑No Fee Description: Amount Due: 0 . `� � �, e O.,c M r J i cv, resv; _‘,./ $ l S f h . N C #i, ,� "1 t pt Q ,yam 7 7141 $ :iia .23 �% A ..k ti �C ti 3 i g: $ .�13�' Mfa.e.W' "�. h huYF t.,h:� �:. �`.�,. W Special Instructions: Reprint Permit(per PE): ❑ Yes VPNo ❑ Done Applicant Notified: i�f(fE- Date: 7//V/7/40 / 7.f.L i L Initials: --i I:\Building\Forms\TransmivalLetter-Revisions.doc 05/25/2012