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Plans (3) BUP2015 -00127 I VICINITY MAP : LA QUINTA TIGARD - REMODEL i � c1� q �r d --- --_- n vunmaas- F� II _�_ 1' _ LAUNDRY CHUTE (a) 10830 SW GREEN RG RD TIGARDR AREA SEPARATION WALL f i( SCOTT EDWARDS ARCHITECTURE LLR y 1 I (E) ELEVATOR SHAFT ,.,�.,<y-., aria.®. _ • > ILL 2 HR. RATED <•4 : g(aw a wm - ENCLOSURE n 2525 E. Burnside St., Portland, OR 97214 A (E)EXIT ENCLOSURE PROJECT DIRECTORY: INDEX p on ( > 26-3617 e p om h e: 503 2 www.s all .c (E) EXITENCLOSURE ' Ma asst oFFC ' . STORAGE/ neove CS COVER AND CODE SHEET I SLATE:, 3oec MECHANICAL ,r`- I r- = BUILDING OWNER: SHIRISH "DOC" PATEL (E) 1 HR RATED DOOR - 6Occ 215 SF@ sos soCC3� y,,, >2_S A1.1 SITE PLAN RECEIVED , @ 10830 SW GREENBERG RD 529 SF --,00- - 3 TIGARD, OREGON 97223 A2.1 FIRST FLOOR PLAN TEL: 503.475.9460 MAY 12 2015 I i J - „eae bs. tighE,eek _- y, FAX: DOCSBPDX@aol.com A2.2 SECOND FLOOR PLAN ETER RIMM „ �i I a . , , u ry ArrN: Doc CITY OF TIGARD Lr_ E A A2.3 THIRD FLOOR PLAN BUILDING DIVISION - - --! asp ,m �,y,M9 A2.4 FOURTH FLOOR PLAN / FOUNDATION PLAN CA LANA OREGON • {o - -p-- II � JLer,<�<,�k� . r .` -,.�.:na,. � ARCHITECT: SCOTT EDWARDS ARCHITECTURE, LLP _ o - J -(E) 1 HR. RATED DOOR PORTLAND, OREGON STREET71A2.5 ENLARGED LOWER FLOOR LAN UcENSE#4966 I I I - TEL: 503.226.3617 r I C7 A4.1 EXTERIOR ELEVATIONS 400 SF KELLY Ql- O socG '� a OCC,_ , 3 occ: I 3 occ. z occ p4 occ. � 3 occ 3 occ. 3 occ 3 occ. I 3 occ 40o SF - :� - " ATTN. KELLY EDWARDS IONS (E) E FAX' A4 2 (N) EXTERIOR ELEVATIONS 208 SF ?435F 208 SF; 208 SF ,80 SF 652 SF @ 15 208 SF 208 SF 208 SF 208 SF I 208 5F PROJECT LOCATION STRUCTURAL: NISHKIAN DEAN STRUCTURAL ENGINEERS A5.1 BUILDING SECTIONS i 1022 SW SALMON STREET, SUITE 300 Digitally signed b Peter Grimm l i : PORTLAND, OREGON 97205 A5.2 EXISTING WALL SECTIONS Dae: 201505.1212:18:31-0700' AILS SHEAR WALL J SHEAR WALL J SHEAR WALL J SHEAR WALL J M n - h£ k TEL: 503.474.,643 LL SECTION AND DET A5 3 WA t FAX: 503.445.8686 .4 F ELEVATIONS HORIZONTAL EXIT - Y,,�NcphWr $ ATTN: KEN OLIPHANT A5.5 STRUCTURALNOTESTIGARD DOOR MUST BE 1-1/2 HR. LA QUINTA RATED - REMODEL LOWER FLOOR EGRESS / LIFE SAFETY PLAN LEGAL DESCRIPTION: WCTM1S135BD - Lot 1300 1 v1s° = r-o° ZONE: MUC - MIXED USE COMMERCIAL DISTRICT ORIGINAL CODE INFORMATION PER CONSTRUCTION 10830 SW DOCUMENTS DATED 02/1984 : ( 1982 UBC , ASSUMED) TIGARD, OREG NBERGRD TIGARD, OREGON - LAUNDRY CHUTE (,) - - AREA SEPARATION WALL R SHAFT STRUCT ON TYPE. V- HOUR a u (E) EL VAT „ ENCLOSURE (1) �� UL 2 HR RATED 1 . ' OCCUPANCY GROUP R1 (E) EXIT ENCLOSURE - NUMBER OF STORIES: 3 PLUS BASEMENT . £ F (E) EXIT ENCLOSURE x• OM eovE ALLOWABLE AREA: ALLOWED: 10,500 SF 3 STORIES 3 OGG (E) 1 HR" RATED DOOR Aam 8 9 SF Ii :,.� INCREASE: MIN. SET BACK 3 SIDES =60' = 100% I 3OCC. 3OCC_ 3OCC 3occ 7i3OCC 3OCC. 3OCC 9'08L' I ) 280 SF 260 SF 280 SIF _ 26.SF :�<BOSF 2se;� zeO Y 280 SF _ ADJ. 2S0005SFA 2 �i `" I "AS-BUILT" BUILDING AREA: i I - {occ_ BASEMENT 7,625 SF �� _- o� (E) 1 HR. RATED DOOR FIRST FLOOR O 7,625 SF SECOND FLOOR 7,315 SF 4Os° y i THIRD FLOOR 7,315 SF _. OCC ( a BUILDING TOTAL- 29,880 SF 20S SF 31OCC. 3"OCC, 3oec 3'OCC "'`OCC 1 3OCC 3OCC. 90CC. 3'OCC. 30CC I' 4OCC 3 0GC 6 i 208 SF 208 SF 208 SF 208 SF i s 208 SF 2tst 5F .208 3F 208 SF 208 SF 208 SF a 400 SF SEC. 505 (d)- BASEMENTS a 209 SF II t ABASEMENT NEED NOT BE INCLUDED IN THE TOTAL ALLOWABLE AREA PROVIDED SUCH BASEMENT DOES NOT EXCEED THE AREA PERMITTED FOR A ONE STORY BUILDING. SHEAR WALL SHEAR WALL J SHEAR WALL :%M. ==` "` SHEAR WALL J --- HORIZONTAL EXIT BUILDING TOTAL LESS BASEMENT=22,255 SF DOOR MUST BE 1-1/2 HR. -=- RATED (1,255 SF OVER THE ALLOWED BUILDING AREA) SEC 505.e AREA SEPARATION WALLS 1 l -D .,9 >f t• A & � - _ EACH PORTION OF A BUILDING SEPARATED BY ONE OR MORE - - AREA SEPARATION WALLS MAY BE CONSIDERED A SEPARATE BUILDING, PROVIDED THE AREA SEPARATION WALLS MEET THE FOLLOWING REQUIREMENTS: 2 FIRST FLOOR EGRESS / LIFE SAFETY PLAN 1116"= 1'-0" 1. AND TWO-HOUR FIRE-RESISTIVE CONSTRUCTION IN TYPE II ONE-HOUR, II-N, OR V BUILDINGS. THE TOTAL WIDTH OF ALL OPENINGS IN SUCH WALLS SHALL NOT EXCEED 25% IF THE LENGTH OF THE WALL IN EACH STORY. ALL OPENINGS SHALL BE PROTECTED BY A FIRE ASSEMBLY HAVING A... ONE-HALF-HOUR FIRE-PROTECTION RATING IN TWO-HOUR LAUNDRY CHUTE (,) FIRE-RESISTIVE WALLS. �.. AREA SEPARATION WALL 2. AREA SEPARATION WALLS SHALL EXTEND TO THE UL 2 HR. RATED EN ELEVATOR SHAFT OUTER EDGES OF HORIZONTAL PROJECTING ELEMENTS tea , ENCLOSURE (1) SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, (E) EXIT ENCLOSURE t µ MARQUEES OR ARCHITECTURAL PROJECTIONS. I ,, O EXIT ENCLOSURE 3 TWO-HOUR AREA SEPARATION WALL MAY TERMINATE :,.� _, .+ F ABOVE AT ROOFS OF ENTIRELY NONCOMBUSTIBLEE ItE 94". aocc CONSTRUCTION. CJ��'0F TIGARD t EXCEPTIONS REVIEWED FOMP A j 1. AREA SEPARATION WALLS MAY TERMINATE AT THE UNDERSIDE OF THE zze sF. � OR COCOI E LTANCE 8de «< 3oec. 3oec 3oec 3opc 3ocez '2 aocc „ aocc t ROOF SHEATHING DECK OR SLAB PROVDEDTHEROOF-CEILING Approved: 280 SF 280 SF 280 SF 280 SF 280 SF 28G SF 280 SF' 280 SF - ASSEMBLY IS OF AT LEAST TWO- HOUR FIRE RESISTIVE CONSTRUCTION. OTC:- rem TC: ] a remtic 2 MI HE UNDERSIDE I- 3 0 e l OF THE ROOF SHEATHING, DECK OR ,PROVIDED. ActdtCee: G� �IJIU� T TWO HOUR SEPARATION WALLS MAY TERMINATE AT T { /CT F �8LS o .. - (E) 1 HR. RATED DOOR D LABSuite #:(E) 1 HR. RATED DOOR �-� a OGc - A. WHERE THE ROOF-CEILING FRAMING ELEMENTS ARE PARALLEL TO ri 1�3sosFTHE WALLS, SUCH FRAMING AND ELEMENTS SUPPORTING SUCH FRAMINGDaF i i FOR A WIDTH OF NOT LESS THAN 5 FEET ON EACH SIDE SHALL BE OF NOT LESS THAN ONE HOUR FIRE RESISTIVE 208SF 3VCC 3"OEC 30C30CC 30CC 3-0CC 30CC. 30CC 4OCC CONSTRUCTION OF THE WALL. 208 SF 208 SF f 208 208 SF 208 SF 208 5E 208 5E 208 5E ,� 400 5E OFFICE COPY B. WHERE ROOF-CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH FRAMING AND ELEMENTS SUPPORTING SUCH FRAMING SHALL BE OF NOT LESS THAN ONE-HOUR SHEAR WALL SHEAR WALL I SHEAR WALL J FIRE RESISTIVE CONSTRUCTION. HORIZONTAL EXIT DOOR MUST BE 1-1/2 HR. ='- C. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET OF THE AREA SEPARATION WALL, RATED D. THE ENTIRE BUILDING SHALL BE PROVID-0 WITH NOT LESS THAN A sr _ _�._ �..} `. P,�w „��, - CLASS B ROOF COVERING AS SPECIFIED IN TABLE NO. 32-A OR A SPECIAL A PURPOSE ROOF COMPLYING WITH SECTION 3204 (E) y..- 4. PARAPETS OF AREA SEPARATION WALLS SHALL HAVE NONCOMBUSTIBLE FACES FOR THE UPPERMOST 18". S SECOND FLOOR EGRESS / LIFE SAFETY PLAN INCLUDING COUNTER NTERFLAS"'NGA"DQQPING MATERIALS. 1/16" = 1'-0" 5. WHERE AN AREA SEPARATION WALL SEPARATES PORTIONS OF A BUILDING HAVING DIFFERENT HEIGHTS, SUCH WALL MAY TERMINATE AT A POINT 30 INCHES ABOVE THE LOWER LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 10 FEET ABOVE THE LOWER ROOF IS OF ONE-HOUR FIRE-RESISTIVE CONSTRUCTION WITH OPENINGS PROTECTED BY ASSEMBLIES HAVING A THREE- FOURTHS- HOUR FIRE- i I A 7- i � t-,! .«� m � t ....,. '.„L�.�ttNRf.Y,:Ct-1UTE (,) PROTECTION AREA . EXCEPTION: THE AREA SEPARATION WALL MAY TERMINATE AT THE UNDERSIDE OF SPECIAL INSPIEC ION !REQUIRED SEPARATION WALL (E)'PLEVAIYSFYrSIFiAFT THE ROOF SHEATHING, DECK OR SLAB, OF THE LOWER ROOF PROVIDED: UL 2 HR. RATED ENCLOSURE c?) State of QI'egort Structural Specialty Code A. WHERE THE ROOF-CEILING FRAMING ELEMENTS ARE PARALLEL TO (E) EXIT ENCLOSURE a and Reinforcing Steel THE WALLS, SUCH FRAMING AND ELEMENTS SUPPORTING SUCH FRAMING (E) EXIT ENCLOSURE SHALL BE OF NOT LESS THAN ONE- HOUR FIRE- RESISTIVE ❑ Bob metaled in Concrete CONSTRUCTION FOR A WIDTH OF NOT LESS THAN 5 FEET ON EACH SIDE a -- occr OF THE WALL. ❑ Spada!Moment-Resisting Concrete Frame ❑ FelMwdn9 9 229 SF B. WHERE THE LOWER ROOF-CEILING FRAMING ELEMENTS ARE Steel d Prestreesin Steel Tendons PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH FRAMING I 3'6tC. 3 OCC 3 OCC 3 OGG ...3 OGG 3 occ 3 OCC 3 OCC ❑ CSburt'Ur81 welding ( 280 SF 2805F 280 SF 280 SF 28oS5 280 SF 2808F 280 SF AND ELEMENTS SUPPORTING SUCH FRAMING SHALL BE OF NOT LESS I� THAN ONE-HOUR FIRE RESISTIVE CONSTRUCTION. ❑ FWgtt Strenght Rotting a . j C. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED WITHIN10 ❑ Strtictura!Masonry Drawing: - 370 ff- FEET OF THE AREA SEPARATION WALL. ❑ Reirttorced Gypsum Concrete - (E) 1 HR. RATED DOOR (E) 1 HR. RATED DOOR -!= 4OCc 8 occ ❑ hwjW6V Concrete Fill 390 SF _ _ Fre Resistive Materials COVER SHEET SEC 3309: EXIT ENCLOSURES: 1-HR RATED ❑ �y�Pked aOGG 208.sF L 3'uec. 3oec 3oec 3-occ aocc �j aocc -3o'cc. aocc abitc. 316cc 4OCC OPENINGS: 1-HR RATED ❑ P�7'ngs,DrilledPiersandCaissons 21 208 SF g 208 SF i 208 SF' 208 5F 208 SF ,,'3� 208 SF 208 SF to F$ 208 SF 208 SF 3 208 SF I 400 SF ❑ Shotcr8 8 $ f j . _ - UNIT TYPE: SINGLES(STD) 43 Special Grading,Excavation and Filling SHEAR WALL SHEAR WALL SHEAR WALL SHEAR WALL J SINGLES(DLX) 5(ACCESSIBLE) ❑ Smoke-Control Systems ..a. 14119 HORIZONTAL EXIT DOUBLES 22 ❑ Other inspections Job No: SUITES(TYPE A) 4 DOOR MUST BE 1-1/2 HR. „ (TYPE B) 3 doss; RATED MANAGERS PEC) 1 Date: 05/12/2015 f' ?. /„� V./ k�3M �' ...I^a. I'�' * *e > (1) NOTE: ELEVATOR AND LAUNDRY SHAFTS Drawn By: CRO TOTAL 80 SHOWN WITH (2) 5/8"GWB EACH SIDE. SHAFT Checked By: KJE OPENINGS PROTECTED BY FIRE SPRINKLERS (ASSUMED AT ELEVATOR, NOT VERIFIED) Sheet No: 4 THIRD FLOOR EGRESS / LIFE SAFETY PLAN DOCUMENTS SHOWN SCREENED ARE THE ORIGINAL CONSTRUCTION SET AND AT THE ORIGINAL SIZE CS ICC Al 17.1-2009 Chapter 5,General Site and Building Elements i� Chapter 5. General Site and Building Elements 501 General the adjacent access aisle is 96 inches (2440 mm) 501.1 Scope. General site and building elements minimum in width. SCOTT EDWARDS ARCHITECTURE LLP, required to be accessible by the scoping provisions 502.3 Vehicle Space Marking. Car and van parking _ adopted by the administrative authority shall comply spaces shall be marked to define the width. Where --- 2525E Burnside St., Portland, OR 97214 with the applicable provisions of Chapter S. parking spaces are marked with lines, the width mea- surements of parking spaces and adjacent access phone:(503) 226-3617 www.seallp.com 502 Parking Spaces aisles shall be made from the centerline of the mark- 502.1 General.Accessible car and van parking spaces shall comply with Section 502. EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or // •a c r 502.2 Vehicle Space Size. Car parking spaces shall be access aisle, measurements shall be permitted to - `�- r� ""' r +- 3 v° � ,p ,; /�.7, ' „ 96 inches (2440 mm) minimum in width. Van parking include the full width of the line definin the arkin spaces shall be 132 Inches (3350 mm)) minimum in width. space or access aisle. g p g $c. : 502.4 Access Aisle. Car and van parking spaces shall '"' ��• ) -^-�-• ,• • . _ -. &•, c.�„,�,,,,,�, + EXCEPTION:Van parking spaces shall be permitted ` tit ; - a e ,. M '' r ffi c nye ' f f j ER R1MM P 9 P P have an adjacent access aisle complying with Section 7 e _ea 41VK " rto be 96 inches (2440 mm) minimum in width where502,4• < '502.4.1 Location. Access aisles shall adjoin anaccessible route. Two parking spaces shall be per- mittedOREGON to share a Common access aisle. Access J rrr 1• d •a ^r� ,. � aisles shall not overlap with the vehicular way, Park- t ,` ;' EXISTING ADA PARKING STALLS TO REMAIN - „ s- ,s 1� ' I� J t LICENSE#4966 G ing spaces shall be permitted to have access aisles / VERIFY COMPLIANCE WITH 2014 OR$C SECTION 1106.7: j Q Q placed on either side of the car or van parking space. -ICC Al 17.1 SECTIONS 501 THROUg1-1°502.8- PARKING SPACES f % j �r►� Q �> Van parking spaces that are angled shall have -ICC At 17.1 SECTION 406- R n 1 access aisles located on the passenger side of the ; i d. r pa king space. - e -ICC A117.1 SECTION 402-A C'ESSIBLE ROUTE,;.. - j^ ,3'. „ f 502.4.2 Width. Access aisles serving car and van `/`j I :"' i r Digitally signed by Peter Grimm p' l� m� Q parking spaces shall be 60 inches (1525 mm) mini- ✓ > Y j Date: 2015.05.12 12:18:39-0700' 8 �.. mum in width. 't .' :•'"_ + / /J'y "( r ° ' r it 132 mm i, 96 min I, 502 4.3 Length. Access aisles shall extend the full !• j iia _ I _ T.�;., ,tai - anso 5ozs 2�e length of the parking spaces they serve. •n ) J�/ ` "3 lr off4u VEHICLE PARKING SPACE SIZE 502.4.4 Marking- ACCBSa a15P®S shalt be marked SOS. s�SrG.-......,.. , / 7... �' . b °�, - �r LA Q U I N TA T I G A R D .� j Ra v. f as to discourage parking in them. Where access .9 t� access aisle serving r access aisle serving ) -.� 4�A ^ -� +&1.rs t ,r' / tr.I REMODEL car parking spaces / van parking spaces { ! •. }t xa #---- *N4 w >e M+e"" € # /.,f,F t , P I >6 {£f€ S •i _` 3 .. - .. f IV I eJ r[4 area to,� 0 area to I 1 - ,� ra `# d` e7 �,'. , � .� f 10830 SW GREENBERG RD 1 n p J/J J O O be n O tl marked 11' U t i j �p` ��a ' \ `\ 5 `° e y t f '' «-� ��, ?` \ t v ;_ TIGARD, OREGON 7I marked { jl jr cc �j$ ¢¢ �.•s I ❑ ❑ Q U U L ' d I - . ... .`�i` .` \ ` `\�.�}* - , 4` ' r 7 `/ 'r• -'J' fjr(',J _ „ 'X, \( � `_l=-`�_' � � � � � [' � // t ... _,t i � �� bbd � ; � a '4 ''�,� `� -i ,.;^ 1 / l�� sem• � ti•. + fes_ =1 60 min i t s' -J `• 60 min - ,/` - - 1525 1525 '% t .f 4� i �'- .`. t' Z �",r' _ vim`. C.. S=�t D c FIG.502.4 PARKING SPACE ACCESS AISLE \ Chapter 5,General to and Budding Elethent8 ICG As 17.1-2009 0 g I '�'• i` .` q �r fF41 _ ":1..,..._.... ,., -- ' ` Vt aisles are marked with lines, the width measure- 503.3 Access Aisle. Passenger loading zones shallr//�J�yFX1{ 1 3 § \\ ' 'ff fie. '' t' \ - 6 �i ments of access aisles and adjacent parking spaces have an adjacent access aisle complying with Section / dl , P i i a t i ! ``•" a _ O `�`< v C a�I.� shall be made from the centerline of the markings. 503.3. f s �;s x v ` 4( i ' -N EXCEPTION: Where access aisles or parking503.3.1 Location. Access aisles shall adjoin an +4 r• < _ A spaces are.not adjacent to another access aisle or accessible route. Access aisles shall not overlap the a ..,,�• , - m�, parkingspace, measurements shall be permitted vehicular Wa r to include the full width of the fine defining the 503.3.2 Width.Access aisles servingvehicle pull-up access aisle or parking space. . . P P �,, �' -. ,•I. \ . �,. a- # + j °°.. is S m✓® ., spaces snail be 60 inches (1525 mm) minimum in 111- r f �,, . 502.6 Floor Surfaces, Parking spaces and access widtfi- r + `^ `, ; \ O `w \ ` I• aisles shall comply with Section 302 and have surface 503.3.3 Length.Access aisles shad be 20 feet(6095 , slopes not steeper than 1:48. Access aisles shall be of mm)minimum in length. 4 f to the same level as the parking spaces they serve. 1 t s: -'- 41 \ •,, - y y� v.�o•aa•'"�v� - 503.3.4 Markin Access aisles shalf be marked so T L� 502.6 Vertical Clearance. A vertical clearance of 98 g< " r,,..� $� r - _ a rer , ° - ; �'' � `.. ~t as to discourage parking in them. ! , I `> ' d i an a ac.o Fr t t S V inches(2490 mm)minimum shall be provided at the fol- t q r d 4.4,A c'E lowing locations_ 503.4 Floor Surfaces. Vehicle pull-up spaces and ✓ # , r` w a,,p >- g g I 1. Parkin access aisles serving them shall comply with Section fff i' ; Parking spaces for vans. 302 and shall have slopes not steeper than 1:48. f Y f ,l �e i - - - S ^,, , � ti,_� �✓ I 2 The access aisles serving parking spaces for Access aisles shad be at the same level as the vehicle ! vans. pull space the serve. �, i &4vuw P P P y t � R� i w _ ': , " t $ t .. �� . \ i CI J / 3, The vehicular routes serving parking spaces for 503.5 Vertical Clearance, A vertical clearance of 114 \�,1 / \ ( a f ' g a `�„ f \ ' b F•. 'zss.2* -w r.9' -Ss'r.' .�';" eye's,A, i, t.rtY' hv ret'^:r.Ct"a' bin&e. vans. inches(2895 mm)minimum shall be provided at the fol- _ ` , _ ,eg^ .¢. ',l r* 'sf= ..'` ���`' " "'4i «': '.,'*e` r - w = " •rr °� q. rc: - :-a<�# ,® . r :"�r�-z'"T q. ;a''f•,. pS.�9 �:. 502,7 Identification.Where accessible parking spaces owing locations: stf+A )Z C: Z 4.s r` Ar C, Z,° A = :55'� are re uired to be identified b si ns, the sl ns shall 1. Vehicle uh-u s aces; k 'r'`.{ t - k' ° - �< , '`t` - C ° ' x'ec"a < -'v °"; - ia"y•F-�" - 3= ^"f q y 9 9 p p P \ \ ? & ,A 71 5 A, F� eek A E include the International Symbol of Accessibility cont- « ! f ' . - g ],.�`,, 1 1 . - a .... .8 , s ''+o c, :a ' } , :$•< plying with Section 7D3.6.3:L Signs identifying van 2. The access aisles serving vehicle pull-up spaces; ti ,� ' .L '' ' ' ' '.�. - •fir': -�.. ,ci parking spaces shall contain the designation "van 3, A vehicular route from an entrance to the pas- senger as- "` accessible"Such signs shall be 60 inches (1525 mm) sengerloadingzone,and; �f•'° ~ � / a` ... I i"; . "' ,� W '- �' \'\`• 1 ��+ y` 7^ p� , X0--4 •r, minimum above the floor of the parking space, mea- 4, A vehicular route from the passenger loading sured to the bottom of the sign. zone to a vehicular exit serving vehicle pull-up 502-8 Relationship to Accessible Routes- Parking spaces. $�°dy tom.: 1 `,=,ver-* * _ ! , ' ; - 0 C C 41 P. P spaces and access aisles shall be designed so that cats a +. a' :. <r` and vans, when parked, cannot obstruct the required 504 Stairways \ 5 w rr clear width of adjacent accessible routes.. 504.1 General,Accessible stairs shall comply with See- �• �, o • -. % v'f• �`'. � � • �'!�-'°® `a 'Y ° r e�; ' ,.-- `w ° 50;3 Passenger Loading Zones tion 504. a ,..,,, si ~,,,'`" °g'.+<.^s' a9..... .,,` `. '` ,r 1,' :: ,e° .*_,` ('..�^' '� �. „y°: S 504.2 Treads and Risers. All steps on a flight of stairs y`' n ! 4>x P , <, " Y (4 3t/df,d air CAP) 5tt:i.1 General. Access passenger loading zones shall have uni!orm riser height and uniform tread depth. ' 3 ~� a *,• "-'° >r,. `°•" ``""yy `� A . Y r^y t i. \ \ "'w n� ' +r.`e rJ 4' L e� +``.a •• +t,. s,. shall comply with Section 503. Risers shall t e 4 inches (100 mm) minimum and 7 r & i \ °1 l t 503.2 Vehicle Pull-up Space Size. Passenger loading inches (180 mm) maximum in height- Treads shall be 4�°c '� ` C Y ks l .,. -. ya .. f ya ^ t 1 inches 280 mm)minimum in depth, c g vs sL r- & 0 zonas shall provide a vehicular pull-up space 98 thanes ( eP fit,, 2 i � '� nX q� '" y � `�. � ,r { .. ,.0 (2440 mm) minimum In width and 20 feet (6095 mm) 504.3 Open Risers.Open r ears snail not be permitted, w .Q minimum in length. 20 feet min � \ ( I< > �v .« - 6095 l� h� tS r' `4 0,., r t - 7 `fi "�:', •' tia6�:`+. t._ �n iii j ro- P-k ki.M F: y . t � / 6525 °r`twra _ ,_ "6 �. �,cy ' ``_. ',-. .'r ! < 's I /1R4a1afr.a. ta t2'=t:",e/"J. �. area to be marked �.wA. are .:1 c� `• 4 / ' 3 /. 0 ` I q, 2 y `\ ��' �. �G1 �. ,. a'. A Y✓.. e.• tit i 4 1. ti' st. C•s L r.�, , �- -� F1G.503.3 -- 'F..�•t !,� _ 'f 'r f J PASSENGER LOADING ZONE ACCESS AISLE y! i ' "A fXt ',L'1«5Gl .3 S'/L`.E:" CtC' � 2'40:0 ILAY' �f ,%• \}"7'• w . . \, 'r .t'7i R••M1'• sAMX, /q t,.l o'sftP.tw L $' x Zd QdU ICC Al 17.1-2009 Chapter 4.Accessible Routes Chapter 4. Accessible Routes p v� _ `t.. '•. ,��a "g ••• ' , Fe»ow} t,2 x' 2,css CS ,.Pro � A t2aA1. ,. . ,a oa 44c �c, `� G+ l TO 454, tEacrr�cs� w�r�re�r�e�� �r 401 General reduced width segments are separated by segments ^- „ I,'�, �s, �, 04 J\ `t®f \•, \ that are 48 inches(1220 mm,minimum in length and TFiF_ c7r»"<?°' 401.1 Scope. Accessible routes required by the scop- 3g inches 1,915 mrn} minimum in width. ing provisions adopted by the administrative authority shall comply with the applicable provisions of Chapter 403.5.1 Clear Width of 190 Degree Turn.Where an q. accessible route makes a 180 degree turn around an - ` '- `'..'c8, g •, ..,y 4•.�' (;> .. - object that.is Less than 48 inches(1220 mm)in Avdth, 402 Accessible Routes clear widths shall be 42 inches 11065 mm)minimum • - approaching the turn,48 inches(1220 mm)minimum 402.1 General. Accessible routes shall comply with o �, < pv during the turn, and 42 inches (1065 mm) minimum "� ��t#' � <� � � ��•�`r � ,«.�.� .� m: Section 402. leaving the tum. tY f s, r N. 402.2 Components. Accessible routes snarl consist of EXCEPTION: Section 403.5.1 shall not :apply °t•1."`t �- '- \ '� - ,, -/ , - - "„ .. one or more of the following ramponents: Walking sur- where the clear width during the tum is 64 inches ` aQ4gg y �Cf jj faces with a slope not steeper than 1.20, doors and i - _ doorways, ramps, curb ramps excluding the flared (1525 men)minimum. ` sides,elevators,and platform lifts.All components of an 403.5.2 Passing Space. An accessible route With a ` "' /f clear width less than 60 inches(1525 mm)shall pro- ' , - j accessible route shall comply with the applicable por- ^-� C,. F - - '' _ _ - vide passing spaces at intervals of 200 feet (81 m) r # < i* r `i tions of this standard. / L. ,i1#.: { ._. maximum.Passing spaces shall be either a 60-inch f' 4(12.3 Revolving Doors, Revaluing Gates,and Turn- (1525 mm) minimum by 60-inch(1525 mm)minimum `""""'"`""`""`""""`""'""""""""'" """"'"""""�-'-"""'"""' - -- s - - �„._.__..._._.r,�..._._.... \. sifi es. Revolvingdoors, revolving gates, and turnstiles - s , , .,-L •-1r---r Q•r--- _p_��_,_ ; 4��\ 9 9 space,or an intersection o,two walking surfaces that + 2• ta'i„ _ shall not be part of an accessible route. provide a T-shaped turning space cornpfying with t ' p r r r \ YRf M'Y AIL ti,..xiA�DL.L va Section 304,3.2provided the base and arms of the °f' 403 Walking Surfaces T-shaped space extend 48 inches (1220 mm) mini- t N ... ... - +.''.�-(c 403.1 General. Walking surfaces that are a part.of an mum bevond the intersection. - - 1 accessible route shall comply with Section 403, 403.6 Handraits. Where handraits are required at the side of a corridor the shall Comply with Sections 505.1 - "' -?' •c-c>. - ,/ 4032 Floor Surface. Floor surfaces shall Comply with Y P y` } �.. Section 302. through 505.9. t ' , t ti✓J•/°s ' 403.3 Slope. The running slope of walking surfaces 404 Doors and Doorways ! - Shall not be steeper than 1:20. The cross slope of a ` walking surface shall not be steeper than 1:48. 404.1.General. Doors and doorways that are part of an - - \ �.. ° ' .>b.•' - -'�• ' accessible route shall comply with Section 404. - Lit '-;' kT 1 � 0 "L r a u*,.< �' ,`+ ,�, p{ ••,�,+ ,:,, '1'' 403.4 Changes In Level.Changes in level shall comply IL $r 7,< < o, with Section 303. 404.2 Manual Doors. Manual doors and doorways.and � � d d. � � tt f L. 403.5 Clear Width. The clear width of an accessible manual gates, including ticket gates, shall comply with - - - X * S ^• 4<8 °2. - 17 2 S , route shall be 36 inches(915 mm minimum. Section 404.2. �4.�tar�•rr�y 3'•za.e'id i."txF< c:-t-t-F54` EXCEPTION: The clear width shall be permitted to EXCEPTION, Doors, doorways,and gates designed -- - m to be operated only by security personnel sna0 not be reduced to 32 inches (815 mm) minimum for a be required to comply with Sections 4134.2,6,404.2.7, length of 24 inches(610 mm) maximum provided the and 404,2.8. 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S TO 2 ROOM I 2 ROOMS 0 1 ROOM tr 4((lraffoM T i. ° (E) ROOM TO CONVERSION CONVER PN C INVERSION CONV, RSION ( REMAIN REMAIN e " E I € (M A UNIT +,t AS IS r AS Is a 7 Sutepk. ,e-'t•- rtes. , _ 10 11 12 Aisa t Els.. 13 14 15 18 47i) tx At,i.- G�ii,.tt3tg s�e4gt`f'S CI "tart: x., F°Ea'C A,"i^TrOMAL ara�cseen4-s ic'+ia aaF#S.L+a {'ar/viry<vE, ra ii.tlr' Y +a, - ' _ ., �, Ac.i.., F1.1•^-�fmta�'. `"++'✓'r43- r*"u"E3h -s0 EL 'S,�9i'Of*k . - - ' . € _......_ 4, As..r '4SiEAf= Wac.L 9•Ts3V Ycai^r <v Yrs ' - -. - ��._� ;�,a^ �, R�-L �c-r�.c.,mC- �tc±4s-Es�w4�«lizE. wiai-♦, asT+SR+, - f w`�.� TD et. ZiKA- LiTiL.. tkp i$1H•i°},C. r-_%M$°$ t4 r THIRD FLOOR PLAN Drawing: THIRD FLOOR PLAN Job No: 14119 Date: 05/12/2015 S A Drawn By: CRO Checked By: KJE Sheet No: A204 41 oz� tw r. SCOTT EDWARDS ARCHITECTURE LLP, �n 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp..com 114F,w,tv r 'film xz xj j ?06DAR 4 L 46 C"A VIP, TYf r""') r A-";c PA 14 0 1 e ETER RlM -4— - 7-A RTLAND, OREGON U y Licmm#4966 t 1" wx i-, 1 0 ON& 41v z" F rz 6" 9! Digitally signed by Peter Grimm -V zxmoi inntp., 2015,05.12 12,19,36-07'00' '61114 w; 7 4 Vt 1 rx f: IV $ fir LA QUINTA TIGARD t4 r REMODEL A ...... I vT�rt 4 4 1. voi 4;- iMi" rs 16 t. 3 lk' jj:=_ A . _J1 10830 SW GREENBERG RD TIGARD, OREGON 4 -A 4e er-0 ZA Ji 2 1=�L lx�r V i T X F s. 4 W Ito F - j MN 29 '1,-w?,x4 A -- - - - - - - - - - -- - - - - - --- - - - - - --- - - -- - - - - - - - - - - - - F_11T17 - — - - - — - FT 3 16 1 —–—–—–—–—–—–—–—– 22 A5.4 - -- 16 - ----------- --------------- ------ A5.4 3 R004S TO 2 ROOMS 3 ROOMS TO 2 ROOMS CONVERSION CONVERSION (S E 2 A2.2) (SEE 2 A2.2) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — _j - — - — - — - — - -- ENLARGED LOWER FLOOR PLAN 1/4" V-0" KEYNOTES: SYMBOL DESCRIPTION SYMBOL DESCRIPTION I REMOVE (E) BATHROOM FIXTURES (E) STRUCTURAL POST TO REMAIN (E) 1 HOUR RATED PARTITION WALL TO REMAIN t5 (E) LOBBY CASEWORK TO BE REMOVED (E)WINDOW TO REMAIN (E) BUILT IN PLANTERS TO BE REMOVED DEMO PORTION OF WALL FOR (N)OPENING 1 HOUR RATED DOOR SHOWN ON ORIGINAL PLANS. NOT Drawing: (N) 1 HOUR RATED NON LOAD BEARING PARTITION WALL CONSTRUCTED. UNDETERMINED IF DOOR HAD CODE IMPLICATIONS. ENLARGED 20(N)COUNTER AND LAVATORY (N) T-0"X T-0" DOOR (E) BATHROOM TO REMAIN. REPLACE ALL FIXTURES AND FINISHES21 OS REMOVE (E)CASEWORK AND COUNTERTOP AND REPLACE WITH (N) LOWER FLOOR PLAN REMOVE(E) DOOR AND INFILL WITH RATED WALL TO MATCH (E) 22 (N)T-0"X T-0" POCKET DOOR. PROVIDE ACCESSIBLE HARDWARE Og REMOVE (E)COUNTER AND LAVATORY tp ORIGINAL BATHROOM NOT CONSTRUCTED 10 REMOVE(E)DOOR ORIGINAL WALL NOT CONSTRUCTED Job No: 14119 11 REMOVE(E) LOAD BARING PARTITION WALL REMOVE (E) SAUNA AND STEAM ROOM Date: 05/12/2015 12 REPLACE (E) COUNTERTOP AND LAVATORY 26 REMOVE(E) BUILT IN JACUZZI 4 S A M p VIM, I CL20 + 22 I ' � � I I I I�11 Drawn By: CRO 13 REPLACE ALL FLOORING 27 REMOVE (E)WINDOW Checked By: KJE 14 REMOVE (E) NON-LOAD BEARING PARTITION WALL 28 (E) LOAD BEARING PARTITION WALL TO REMAIN Sheet No: 15 AT PARTITION WALL ON GRID LINE 4 SEE SHEET A5.4 FOR 29 EXISTING GLULAM BEAM AND POST TO REMAIN. INFORMATION REGARDING PENETRATION THROUGH SHEAR WALL VERIFY EXISTING CONDITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES FROM THE ORIGINAL DRAWINGS. A2m5 SCOTT EDWARDS ARCHITECTURE LLP. 2525 E. Burnside St., Portland, OR 97214 ._-- phone:(503) 226-3617 www.seallp..com � - xT F-1 ETER III MM 17' __... e L--T-1 Lf1 ORTLAND, OREGONF— - - LiC�rse#4966r t LEl � Q Q OJ` J 1-21 rn Digitally signed by Peter Grimm rr{{ Date: 2015.05.12 12:19:47-07'00' Ll El LA QUINTA TIGARD F-1 F-1 REMODEL .r- �. L C -- ----- 10830 SW GREENBER RD TIGARD, OREGON L 'VAT f r } £ i i , ' i t I T f1a p ° i i Ea � � ) t .SEE A5 . 1 AND A5 . 2 F OR (N ) � t � WORK ON EXTERIOR WALLS . i ter; Li 7 1 E 1 T _l�l # t ( t T , . s o ! T' i" p�[. - t f _t sr _ ,. v....,....,�v..,,..T.',.:.. v._.........v.,._.,v...v..�v...vv....v.:...........w..,.....«.a.w..............-.,...-+........_._.==-'.._n.....r_._..,.e ..._...1 .._....-:.+.».e .._.._........,_.,__:S_«................. ..._....w_...v..._1...W..iv.:,...v...-,...-v ...._.rv.....v.-.v. n� { A . Y r v I L E _ { S E wy d< '�.. f T( - _,» ., s �' .f..v p1 ` «,�9. r , .� ;.,..�.. . � "XT�':°Arlo' T'" Ft"tzm M T E L\ t E-7 s, ! ..,, .. _.._ . '.; :.� � _ .m s r1... ° ., :f:. d:.tr_s r �.G{JMAFS .I 'IRpY7..1 ft WR6dA 4' _.:u,"< S�,Lr pfl��b...v�r:.lc. ;. _ a .. _ .:• t' � `-A.'. ,j,.,. _ x-... _.. .,. J..-; r^--- _::. ._. ." • al. __.. .0 ..._ _....._�.._....._..� «...., _' x: r _ i r`." '--f 2. AJZO,S ecasrC,Jq R7^a ._t �t_..F. .. - f - + .._.�_ -..__.i......F1 SJ2�7NCy _m. __. . _. _ ..,.. .. _ _ a .. _ .�' � ': < tea, -, .S+Y:A PPAIr 7'&+C AJ -L. -f-. B _ € T _ i 3 =r — € ayes Ar A, ,.s 45oa� ! yy D W 7.. p -e 1' t z B r t r s ! L .h. 5. a.. .. 1 F f h i "'F Y sl,: •i ''}« gin. � \" .:" 't x'.�' ".3.. ` < 6 ����~ i � : h � ? t ]I 1 4 a c a I ' yyyy _» ?'4--Ems'. t P".S#v ° :'S _ ".. ._ -.._ . .._...-. .. _..,,...... . "... .�. . ..... .... .... ... ...�:,.w.nr�+ryq• --r ,._,., L.'.... .. se. .....- .u..e_s,_,....-�. -,kyr - _ Drawing: EXISTING ELEVATIONS EXTERIOR ELEVATIONS i Job No: 14119 Date: 05/12/2015 Drawn By: CRO S E A Checked By: KJE Sheet No: A401 T.O. PARAPET , S E A SCOTT I EDWARDS ARCHITECTURE LLP. T.O. PARAPET + 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallp..com T.O. PARAPET �..;. .:.\. ... ,: ..»»» «.... .« ....... ..... _...- ..... ,,..»»« .« .�».««.,�.c..;, .. .. .....,... ..." 38'_3•' \\ , T.O. 3RD FLOOR TOP P LAT E » EfER RIMM u .\•, ;' T.O. CORNICE r ' . . . >..r.r.,.., r.tr e'*•.... "», ,.,w.,.,�_\..o a a, ,.,E »a "»,Er "~�,»» .w i" • i — _ , �. � 3RD FLOOR T.O. GYP CRETE .' � VTLAND,OREGON +25•-9" Ucmw#4966/ _ .. .rc,, y , ..d K-r, +M:! f.. RY A:�.: - ,f•' t: ,V,x y' �... T7 ✓ a .. .. r z _ a ,<.. br„ >w »,, ,� , !': Digitally signed b Peter Grimm � 2ND FLOOR T.O. GYP CRETE. � ! I w� r , ' +17-2" Date: 2015.05.12 12:19:55 0700' /,.,,, yMr., ."sy dad it :E"• �\..:�,: <,". .. - W s �: ;. € ,,',';' fl r<. �I 1; Pfn i u.r,. 1 1. III I� I ::Ili II III , x 'w x. ff.. 1 t f .. ,.rc LA QUINTA TIGARD 1ST FLOOR T.O. GYP CRETE. h 8, 7.. REMODEL Fn, q; yy �\ �` ':' .. 'R• f>. .. /... '. ... ,. . ,' ....ti). 1 I. III ;frs„ V�. ! , F I BASEMENT F.F - +o,-o" 10830 SW GREENBERG RD TIGARD, OREGON 1 NORTH ELEVATION 1/8„ = 1'-01• �J ................. I _ ..�� � I I ZL � m m m m m ! A m Ffl m S EAST ELEVATION 2 WEST ELEVATION Y ......_...... .................................................. f� ................_..............____..__._.___ ........_................. I 1 � i m m [1:1 E[1 m m m El m m m m [11 L :1 L :1 11 Ll Ll Ll Ll L -1 LI LL LA LI L :1 m m ® [1:1 m m ® m m m m i L :1 E ] LI LI LI LL LI LI LL LI LI L1 1 :1 m m m 11] [11 m m m m IE m m m EEI L -1 LL LI LI LI LI LI L -1 LI LL L :1 LI L :1 ® LL ® 111L -1 L -1Ill ® E ] m ® m E :1 ® L -1 LIm ® Ll L :11T-1 Drawing: PROPOSED EXTERIOR ELEVATIONS 4 SOUTH ELEVATION 1/8" = 1'-0" Job No: 14119 Date: 05/12/2015 Drawn By: CRO Checked By: KJE Sheet No: A42 , ATTIC. Y L ac TA !k a`=576 0"4. t� �,..*, F.: •: .s+s,% @#'i'`*^y, t ei. 1 G"; 1.eeG, +,T A 4Mk'a UM- I4TZ H A* EA roe kal�sc @ r ad �t 7 d �r g p �y p �y q.} �• +:"•-� � �} TTr �3m.0.x +Til•-ice BE�p aS SJ aur�'I . 3. ....-:. .in` .,,� .. f A�IkGR 8�A p'. �OSC ,Pa,Y8i4'Y°a=y° UR.$T3L,1�.Y�' ,�'�L....- �� §a xA�r �, � �.. ! ---- / SCOT DWARDS ARCHITECTURE L . V/ elN sr �`t t,94T6FP AAWTo,W-'',:* 4°ksk�:" .., . i4se Ci ` ua diad `° ' LP l4at7 !� end _ _. i »� t / w,0„4,cr rIo.) 0 r v 2525 E. 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'�""1` p `�. €€ - 2 > � Cz �) _kyczyy"p : r+tzsntug, J ( " cs< µ ... ila" P. r+r� . RTLAND, OREGON tx t_fceNse#4966 Wn€4L a^R IIO,c . ' t � � a H id -��_ a O t _3D' ¢ J.d'/" Ftp. Y 3 MI. I&' m akctda' fd4;. tk :�: . H�= ai {.g. . Z . Iw 44 2 MF _- ._..... _ . . i4 ems. .. kp ir.. - F.a..7.4, - s .?. .,..�..�--. -....... .». t "e.+41p: tt�:i { eA. tra a Digitally signed by Peter Grimm s L o IOU @'- 54^1_0r° i a } k t Date. 2015.05.12 12.20.04-0700 H pF >� 1a .. i y^ CB$J �r� SSbe @N. bs R:! Q'T..(�` r ego o+Q' v� rar ��kraacrr° 3 ? I� : '`s �E §c.pa xw �y xArx raaswa.,atavti+[�°Yz+.� lea I GtrRt7' GaaR.ta,.aI A'� A@ai LA QUINTA TIGARD f k . y ' e M 6 P k 'f P 9 N' t .� sem' f P^t�. `..,K, >fd i'6p. M. ....._ .. - i'aknQ. -... ... .,, �+.+: x . e .. _ . ._ ._." _ - _ _ _ _ y�____.__ ..�.T � _ � __.� REMODEL Ii �iA"c,rk�avwt��4�a�s�xr,e�sFa�rn.s�-..^wrcrrsx &UK& f°aA ,4yp I F 4rtarS, 401tp. SPX4 3r? cax 41L) x Arra U aP Sffi 0�rr �3d %. P4 44tIP�G}�, .. 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R`Y4 �^-. gti '7�.!?. k ^. ,+�^" d ..... - a: ._ _... � .. ..... _ � gas rm:Pha GIp^s�. W: ti�TussB tit. . f Sc r,.ta-s°E.. ppr� aaa�.r ab sd Msri t - _T-T ib.7 $ j ! SBsd A'IL �"`a7. . bRPce .Ae R.ir. E i `+w :.. �€ i ."....� !4 +G i:F• 'v7."T'�At t ' Y+Yv a - t G,+N i IP #ri wr •rreexsrxn r StWA'% i. ` A. a r •rt G .. =44 arca 3 arra c nrratata4a.e, *fxt"44 r, ° f,.�... .iArt'F`+be°�tr•i ak+ 'tZA4 _.. } 0 �+;'-.•.°t i e ei. ALL e .• 4.§ R'°'§°i,47 4 "°4`S"4 aG. A Ll _- G,Y . " r4.ik.V. "r+' °.�: GA,.a. .: ' .FrL /� x 1-#� Iyt hC Z d ,� 1t Yti �.._ - 1f7� q€ 't'7S 84 K��i A 2., � - •'kP@,S�Pf rT"^�. - 7 .,.x .�,u... Drawing: BUILDING SECTIONS Job No: 14119 Date: 05/12/2015 Drawn By: CRO Checked By: KJE Sheet No: A5 . 1 7_.,:.^e.�,.®.. sI ? REMOVE ALL E MANSARD ROOFING. TYP. 'r k, ` .. Ir F,. 4"L *" A ..._. 'Luh uriL, tAF:. / .. ;7 3TOW f,t4 i.,.4 a,i 1 A�+_L- J f _ K h.,-r got ffi , ,w %� ' •P' C- dq.,�::H CT.2.".. x0 ti r P s II } k SCOTT EDWARDS ARCHITECTURE LLR 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226 3617 www.seallp.com y l i +� `�:..,� £j � -',-. .1 F2"t€•r "+ uSk.�' „dNaNisA,'$� J,?6rt,i4s+�aeu.r fK„�.vsa n � ,. ��t ..�- v'�- r .�'9 y�4�', �,'�.. ' 3 >�.k. . iii-41 ; W l .3 E S`aI -_ r `:u<`yxy `- ' "•. `��� Y a p g 'Y s� - �� 1 1 _ t � `��`r��t�,`� '�• �' � a I _ tJ � ETER Ri 4. �j ORTLAND, ORECCN i d k : _,!_ LICENSE� , '� ` � #4958 .x AU 4s> ? Digitally signed by Peter Grimm VII .M� Date: 2015.05.12 12:20:13-07'00' LA QUINTA TIGARD ,. REMODEL Ipq l 2w46 qrrn.. op-4 LeP*kdur I t <216°a; C. CYY-) 10830 SW GREENBERG RD i 4. � '.�` r D, OREGON REGON Y'ix; :NEAT}/d/+ist' 7 YP: t-' .aFF X fit6 skr g£@ .romsrdRoV f-< tA e, ,y w .a ,3ING � « _• ENSURE 1/2 " GYP SHEATH LL --; -- -= . Ale TO REMAIN CONTINUOUS ttt"' fs1•e^ 4Te 1 ¢ f< lXL. z^TyaYT -s�yYxk a £ T) 4k [ -TA Y 6,. VA 7419 7' 1< o rn REMOVE ALL E MANSARD ROOFING. 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Burnside St., Portland, OR 97214 F CONTINUOUS LIQUID APPLIED WRB phone:(503) 226-3617 www.seallp.com Top of EIFS feature Nom` t' (` � 1 ,',,, , � 1/2"TYPE X GYP SHEATHING w 1]Detail shows the � sloped minimum 1:2 11 Provide,a mock-up ttpo (Sts detail 1.04) installation and test using i' t components t` x FOAM CORNICE PIECE r � Supporting structure StdThermci Exterat ! materials andsubtrades, -" Insulation and Finish +t _ GoldGuard(See Sto associated with the details 10.23a and SStem(EIFS)vwEl1 �« to � pro)ett. � �k y Substrate StoGuard Moisture. �� t0.23b) ETER RIMM ' -- Protection. s` f J 21 Provide flashing installed i:a >StoGuard sheathing faint §� indaw,flange set in over the window to direct SEALANT, BACKER ROD AND WEEPS �� treatment 21 StoGuard detail I sealant !, '' water away the METAL FLASHING ORTLAND,OREGON • !- component options, window. Verify a)StoGuard RapidFili ' ° _.Sealant with backer rad requirements for h@ail y; LICENSE#4966 b)Sto Gadd Fill.and ,° �i and wee r•' ,�;; [ >-` ps flashing with local toles DOW CORNING 123 SILICONE SEAL. StoGuard Mesh t / OF 00 Sto Gold Coat X and window I OVERLAP THE PLY WOOD MIN. 3" tel' fit` t .- Air seal continuous manufacturer.if not (INSTALL PRIOR TO WRB) c)Sto,void Coat with §�= StoGuard Fabric �< around interior perimeter required, seal between :.::::: '.:::...... .. - - _ of window window head and EIFS: 315taGuard iointtreatment Digitally signed b Peter Grimm Sto adhesive options: E WINDOW TO REMAIN t Y 9 Y a)StoGuard R rdFll " 31 against rough opening �� ] w,ndova frame O l J(�( 7�){ i \1 J \ Date: 2015.05.1212:20:21-07'00' 'F- b)Sto Gold Fill and riev lion si - A- _ „ =- '', . 1 over windowhea 'amb T.O. 3RD FLOOR TOP PLATE StoGuard Mesh , ,i s Head flashing folded penetrailon with ,.. 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(E)WINDOW TO REMAIN WRB over spa component Back-wrap termination a ! 1/2" GYP SHEATHING over �✓ -- t 2 X 4 WOOD STUDS with —�- Sto insOation 51 Guard rdlnateS#aGoldt METAL FLASHING window installerr.lation w 0En' I 5. �„w BATT INSULATION over ' Starter track with Supporting structure a 5/8 "TYPE X GWB weep fides Substrate \ (N) PLY-WOOD SHEATHING iMMVTAWcam�nwnnaatwwwf,d 6WCATANT ceawaaana,astaenbrada ;; d 1 HOUR ASSEMBLY PER UBC Sfi are riBnahad t3'adios mmyNathedrs STo we'fu[narxa#by acht+'man.ararnanaa , �A aft rail ftitfmarrtr mslarand br vadas: and ora not neanis.4y Instatl i by umk> >, e # 17-1.1 wfo instal the sto oradcts:sera,to t» *ha ir,stall the sto wodcicta Ree,To poyv �}' � � FLASHING CAP WITH FORMED AND • ' i r \ i P(i7 @i9y or St.CaFA.AC NhttS.RanaraN. Kt NM[5rKSCL�P3tt t{pkt,IM�tf raCpeaY at Sin[at}x kA Wgrgs'Nes¢rwd. 4Lt x+ei§K S9iha(S,hr,4§rhf(t - .' � SOLDERED END DAM AT EA. END. 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DECORATIVE SCREEN BY OWNER I I� GYPSUM SHEATHING NAILED n 3 WITH 1-3/4 " BY NO. 11 GAUGE 0 5 3 BY 7/16" HEAD GALVANIZED NAILS AT 8"ON CENTER. ,A: ® I SIDING NAILED WITH 7d � BBB SEALANT AND BACKER ROD J GALVANIZED SMOOTH BOX NAILS CONTINUOUS LIQUID APPLIED WRB VERTICAL ADHESIVE CHANNEL PER StoThetml® d Detail No.: 10.28 StOTherm� d Detail No.: 10.29 i = MANUFACTURER'S SPECIFICATIONS, Flanged Window Jamb Flanged VVindow Sit[ Date: lune 2014 Date: June 2014 CONTINUOUS INSULATION SYSTEM BASE COAT, MESH AND ., 3RD FLOOR T.O. GYP CRETE. No eS: Notes: . ', FINISH R MANUFACTURES t PER Supporting structure / Supporting structure SPECS. Ril 11 Pstallaamack-tap 11 Provide stallaionandup TYP. WINDOWSILL DETIAL Substrate installation and teal usanrJ /Substrate installation and test materials and subtrades ruing materials and RouglT window opening associated with the ,Rough window opening subtrades associated with 3"= V-0" wrapped with StoGuard project. wrapped with StoGuard the Projee- prior to installation of prior to installation of head flashing(Refer to 21 Protect rough opening head flashing(Refer to 21 Protect rough opening , " r Sto detail 1 Q23ai against water penetration �� � � 1 Sto detail 10.23a) against water penetration with StoGuard.Direct any with StoGuard.Direct any __ rk A _ water penetration to the water penetration to the tf r AI seal exterior at orabove the f exterior at or above the sill S 2ND FLOOR T.O. GYP CRETE. v: sill pan flashing.(Refer to _ -Window set in pan Kashin (Refer to Std r .. Window _-- � Sto details 10.27 and � � sealant details 10.27 and 10.28), ` r o 1p,2g). 1 PROPRIETARY E.F.LS SYSTEM. I ` $to insulation 31 Provide continuous air Window flange set in 31 Provide continuous air barrier connection wmmmmml) sealant hair er connection ft "- Sta base oat and mesh around the per meter of ti_i ' around the perimeter ofal­Y the window is reduce i the window to reduce fi. "Sto finish leaking,condensation �_ rt leaking,condensation t CONTINUOUS LIQUID APPLIED WRB _ elated t4 lir movement 's �'t >�-'�-trv,, +re. and sound and insect related to air rrioyement "'�' � � lir seal and sound and insect ''tom ar -intrusion. „-„ k% .._. Sto insulation intrusion, Sealant with backer rod 4 , ,i—ir ii -- _— . �. ,, ' �.^ �;'d. Al Coordinate StoGuard Windowframe installation J' 7 �. 41 Coordinate Sto Gold E sequence with Sto base coat and mesh Guard installaiiori — - .. — .�i IST FLOOR T.O. GYP CRETE. v w * «;' � window Installer and d T�.; c s # sequence with window Back wrap termination other related treses. r "^ - +8'-7 Sto finish installer and other :;. - 'e »+ related trades. < -Sill window flange not W 51 r :�. big not set window sill r t e ., 3 b _ r C✓ .. \ s`' `he~- . • � in sealant(see prate 5) f s...: < . Lange n sealant unless WCORNING 3 5 DO 12 SILICONE SEAL. approved by window Back-wrap iermrnatian ?' }° w �: OVERLAP THE PLY WOOD MIN. 3" � 5 P �•, manufactY7rer, 'StoGuard System(Flefer __..-. v . .,: .c%?,Rr n•'? (INSTALL PRIOR TO WIRE) X , s to Stn Detail 10.23a and StoGuard System(Refer 10.23c1 GAA to Ste Detail 10.23a and : 10.23x) $ �y Starter track with weep r l .:< _.: `_"'_---""' hates a� �,., � Starter track..with weep "-.,,�4 4, holes Sealant with backer rod Sealant backer rod M4309TAW-£ '�'tl""ms's, &VOirtAlit C reanonU nut.=terwurd�a Sts are fmaahed by Ober manalac rs: S+ a e fwn&.d by adaa ttneAJfaetwws mill ase edt nfi a anfr m9:tal�any vsxian wW 8ta not ftNa dr'roww kat padgs who motal:Uro sw am3un,Rei,to Pro, w6e mT g the 5ta 9m jo U,Reye to pr Rnptny o55to(a,.AA W11 Amra,i M spepfircanowl dO[ 9 RoranY of cw Ecge AA Ruins tbrsaisd. er1 gw rc conowt tiacurs€% '•c - . www.stocorp.cam www siooprpcorT ° ti17Eti1Y0N. aC1TEN710N e . 4 iWWAKsark0"4M tofsa.W%,aeelV 'attoofwta wixMw,rnmroaamnar atcfabryrocCmx,nrems AM iia rdtryag4R4d=kKncmiess� dge,wecon- stet°06'xri;WI-WWW rwwrarolwaiedP1345flei000tmrbaa.not U'unmas,asa,wrnlafwntotato"wmirumm,as*n&tyasw.tl,e•1Wa4�rarareal^F+ofesWW,9amarww haC m b.1d r.That,OfcaM hr ihaSaanl ill attdreiartta Wit,diose a 6..hons and Sto's'uyirfxftw. 51.tarp dticlamaa bl£,end xiumea:,q, dT tae arrnk a,t(:a.-oom to,if,p,o i,xv, trano,or baAdw.Shap d,datd fx ki hd in atc*Jro wAh those 8aepi`,tMawis ervt SW,msh,aceinof,SM eon,d,<+;lana,eiC anA aaarwp no,YeMair tar osis maprtSlany;to m prndue» aiaoe lmfwafiel%ofarunGuaPRedFa!9aRatY kta3,aPaPparshranfiPPmfhdeaegrredNsanawcYadbuidmg.fortPaaaw,penaMnancedfagaemitl-AdyirlLarnpoteXA5a(a4+zmdesa@fan awdjMMWIy,Mtrimayamel0onarraotmotfa,atsapan Wan,riarrN-rPJd,aji+miormsrwrahuaany10the mor eriarmanzcofaeloeantbotdinpconvenen6am om e.df faI— athe tomwi, mn"naaoaeryamt Sh+a tnttta initanver ase otsu 4iadu[ts o ui,t a'>rpan of an uFvifx,h o6vaial di eunsiauurled large aSsem,aYerbuadinry may Wife e,sera ifaniage W www tromtaotw aniA,bey&.W"aria cannot.Nt§prty itte ar Ste y,oducu a Inc ea�part of an imprammilf drvmid nr#armoires imgre sasemds a buadmd may fes,iit in sews onnage to s�madp�:a aOvWwrareafINtwid"W, fxfnetu Sao0slats,ataitaftufvtlneofthe� dfasr r,&>, TYP. WINDOW JAMB DETIAL Y' l tL NT?Ei E%PASSED tFR IRiPL D E NP €AfiK R.W(a'� L T£3 Ai CT d SY 6 -D4NNA,W AC 0MAf t fM.Rr{ Sr F . 1. A i R. -ZHt C C.PA Ft r0? fT 5 WHOM WARRA Wh r�ilifr\TR,AND dSCEPTF flY RlSLtlNti D nc r'G4DItNCE k491}F I lr 1 } WARRnuT ` s - ` � F( E \' n � ab A 3,. = 1,_0„ 4T t bo raw dGL[:!Altai Tfl 11C.L. _ 'REK i,f - alt 119x5,.nxisl9 ent ilii' 1$tnar.an PtapF(a5alirca6ah,d x01 f:f trn#Iil(!Ufy{m?i ffwuata,L T A , rTia TRw T. f L.G !W flat fAvi,S w moan in a ' CSI r,tppfs aPP-SU WiY.my". Jed wh.,filn ti,YidBMnlY I- anlwmrtraia,G Aa .-J r6Cmnlc,,P4 xe'Gte,la the Sx Caro,Weksrtt,xJKVtitaGa9P,tan sed wa,raruac tH,Al d dkfdiff A hk`Ma+sfcr anri,e 5 Lap.ro!4mla,li�ofMAotwp¢ v s III—III—III—I f I—III—III—I i 1=1 11=1 I = r� ° III=1 I I=1 11=J 11=1 I I=1 I I=1 I I —I 1 1-1 1 1-1 1 1-1 1 1--I 1 1—i i t—'i t l-1 1 1— EXTERIOR INSULATION FINISH SYSTEM (EIFS): THE USE OF EFS ON THIS PROJECT IS BY SPECIFIC REQUEST OF THE / = V' i'"` _- PROPRIETARY E.F.I.S SYSTEM. tli OWNER. THE ARCHITECT AND ENGINEER MAKE NO WARRANTY AS TO THE SUITABILITY OF THIS PRODUCT FOR THE / 'I INTENDED USE AND THEREFORE ACCEPT NO LIABILITY FOR ITS USE OR PERFORMANCE. - BASEMENT F.F \� I CONTINUOUS LIQUID APPLIED WRB a a c c +0'-0" a STARTER TRACK WITH WEEP HOLES - y a e a 4 ° 8 PRE MANUFACTURED CONCRETE 41 Drawing: CAP a ' ADHERED STONE VENEER SYSTEM. PER O.S.S.C. SEC. 1405.10 WALL SECTIONS N, 1 y 3/8" CEMENTITIOUSSCRATCH COAT WALL SECTION Job No: 14119 WITH PAPER BACKED SELF FURRING 1 E A METAL LATH. 1"= V-0" Date: 05/12/2015 Drawn By: CRO Checked By: KJE �) Sheet No: 5 EFIS TO STONE VENEER TRANSITION A503 3,. = 1x_0„ Y l � 0� 5 6 `'J 10 11 12 13 14 15 16 T.O. 3RD FLOOR TOP PLATE EA +34'-3" SCOTT I EDWARDS ARCHITECTURE LLP, i © 0 © I © 2525 E. Burnside St., Portland, OR 97214 Phone:(503) 226-3617 www.seallp.com E 1 O A E�fR SEARING Oj O O 1 O AREA OF RING O f WALL VAL TY� WALL MO TYP 3RD FLOOR T.O. GYP CRI TE. `ETER RIP�tv1 +2s RTLAND,OREGON 3. d . . —_. . I , LIcS #49s6 : m_ .............-:::::::::: ... . . ��of ole Digitally signed by Peter Grimm 1 O 0nava' gn1 r n5 19 1g'gn'go_mTnn- 1 O O O O +17D FLOOR T.O. GYP CRATE. I j I © O © © ( I I © © LA QUINTA TIGARD REMODEL ..ham.. I .. - II {I I 2 C, O O O i 2 D I Q 10830 SW GREENBERG RD XZ +STS FLOOR T.O.OGYP CRETE. TIGARD, OREGON I " �(E)GLU-LAM I REMOVE (FY"' ' �(E)GLU-LAM « I BEAM TO REMAIN ( COLUYJ4 @ NEW BEAM COITIONS 0 o I o 0 0 �' o o 3 O 3 3 O BASEMENT F.F I (E) 6X6 POST (E)6X6 POST � +o,-orr i r w .A_ 9 r J R n .+ ., ... a ... . :, .• . .i :. . r .,.... , ,. t I 4 lvr 'i a.;'• i: r' r.. t F + ... .. a c + , a ".. r -. • .. +., +. i 2 � i / 4 07 TYP. 5 LOCATIONS (N) POST TO(E) SLAB ® 9 10 11 12 13 14 15 16 (N) ' SQ. X 15"THICK FOOTING W! CONNECTOR:SIMPSON ABW66Z POST BASE W/1/2" 0 EPDXY (5)#5 EA. WAY AT BOTTOM OF FOOTING (3" CLR) DOWEL TO (E)SLAB-4" MIN EMBEDDM (5)#55 EENT (N) SQ. X 15"THICK FOOTING TYP. EA. WAY AT BOTTOM (3" CLR)TYP. (SPECIAL INSPECTION REQUIRED) 1 FRAMING ELEVATION ALONG GRID LINE F - LOOKING NORTH 1/4" = V-0„ BEAM SCHEDULE HOLDDOWN SCHEDULE SHEAR WALL KEYNOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION OA 3-1/2"X 9- 1/4" TIMBERSTRAND LSL A SIMPSON HDU4- SDS2.5 ABOVE/BELOW FLOOR AND1O REMOVE(E) GYP. BOARD (GB)AS REQUIRED TO G F E D C B A ATTACHED TO MIN. (2)2 X STUDS. CONNECT HDU'S W/ INSTALL HOLD DOWNS. MIN. 24"X 24". REINSTALL GB 5'-6" , 3'-6" O O © 3-1/2"X 9- 1/4" PARALLAM PSL 5' DIA. A307 THREADED ROD. W/SAME THICKNESS, USE 6d COOLER NAIL(0.092"X 1 TYP. SIMPSON HDU11 -SDS2.5 ABOVE/ BELOW FLOOR . e"LONG,4" HEAD)AT 4" O.C. ALL PANEL EDGES. © 4 X 10 D.F.L. #2 ® O ..........................._ ............................_. ............................................ .__........._.._.._...................._ ... ..........................`...... -..____..........--- - T.O. 3RD FLOOR TOP PLATE CONNECT W/ 1" DIA.F1554 GR 36 THREADED ROD. 2 8' DIA. X 6"SIMPSON TITEN HD SCREW AT 32"O.C. +34'-3" O (3) 124"X 9141t MICROLLAM LVL - GANG CONNECT EACH LVL W/(2) Q SIMPSON HDU11 -SDS2.5 TO(E)CONCRETE. USE 1" VERIFY(E) MUDSILL IS CONNECTED TO FOUNDATION I I f l O SIMPSON SIDS T"X 3"SCREWS @ 16" O/C DIA. F1554 GR 36 THREADED ROD AND SIMPSON SET- W/SIMPSON MA4 MUD SILL ANCHOR AT 32" O.C. ADD XP EPDXY- 12"CONC. EMBED. AT SIM. USE SIMPSON DIA. X 6"SIMPSON TITEN HD SCREW AT EVERY GLU-LAM 5 'X 15"24F-V4 PAB8 TO (N) FOOTING- 12" CONC. EMBED, MISSING OR DAMAGED MA4 J REA OF , O GLU-LAM 5 Z'X 19 2"24F-V4 O3 4 X 6 W/8d COMMON WIRE NAIL AT 2" O.C. EACH SIDE E f OF WALL W/HOLD DOWNS ATTACHED TO TOP OF 4 X 6 L I I COROR POST SCHEDULE JOIST HANGER SCHEDULE O MIN. (3)2 X STUDS FULL HEIGHT. NAILED WITH 16d 1 RE VAL I I s \ SINKER AT 6" O.C. TYP. AT IST AND 2ND FLOORS SYMBOL DESCRIPTION SYMBOL DESCRIPTION — E O5 MIN. (2)2 X STUDS FULL HEIGHT. EACH SIDE OF WALL :� I �1 3RD FLOOR T.O. GYP CRETE. O 4X4 DFL#1 W/SIMPSON PC44 POST CAP @ TOP (EPC44 AT END ALL JOIST TO BEAM TO HAVE SIMPSON LUS28. OPENING. TYP. - � l POST CONDITIONS)AND SIMPSON BC40 @ BASE. �ry , +25'-9" O6 ADD MIN. 1/2"APA RATED PLY WOOD SHEATHING TO O 4X6 DFL#1 W/SIMPSON PC46 POST CAP @ TOP (EPC46 AT END FACE OF(E)WALL STUDS. NAIL W/8d COMMON WIRE I POST CONDITIONS)AND SIMPSON BC40 @ BASE. NAILS AT 3"O.C.ALL PANEL EDGES, 12"O.C. FIELDS. 6X6 DFL#1 W/SIMPSON CCQ46SDS2.5 @ 4X BEAM & SIMPSON VERIFY (E) PLYWOOD ON OPPOSITE SIDE OF WALL REA O� 5 OINCREASE NAILING AS REQUIRED TO MEET 3"O.C. 1° CCQ66SDS2.5 @ 6X BEAM. SIMPSON BC60 @ BASE. SIMPSON PANEL EDGE MAILING. EAR II ` f CB66 @ NEW FOOTING. SEE FRAMING ELEVATIONS FOR o a L COR OR EXISTING FOOTING CONDITIONS. RE VAL O4 6X8 DFL#1 W/SIMPSON CCQ68SDS2.5 CENTERED ON GLULAM \ I I f i BEAMS. SIMPSON CB68 @ NEW FOOTING. 2ND FLOOR T.O. GYP CRETE. +17'-2" PtREA 4 , SH f L I I CORrXOR RE VAL I f � ® 4 1ST FLOOR T.O. GYP CRETE. I �\ f g AR�Q.OF SH�,•d•R WALL1\R MSJVAL f COROR ~ Drawing: BASEMENT FF ' aP q ; .. y .,• 7•n.' ::.. f ,� i • ;4 :Y., j' .. +O,_Orr 4 .. FRAMING ELEVATIONS B A 4'-9"SQ. X 2'-6" DEEP CONC. FOOTING CENTERED ON HOLD DOWNS. (5)#5 EACH WAY AT TOP AND BOTTOM OF FOOTING. 3" CLEAR. Job No: 14119 Date: 05/12/2015 Drawn By: CRO Checked By: KJE ELEVATION OF SHEAR WALL ON GRID LINE 4 - LOOKING WEST Sheet No: 1/4" = 1r_0" A504 PROJECT NARRATIVE 2. SPECIAL INSPECTION AND ANCHOR TESTING: STRUCTURAL ALTERATION TO EXISTING 4-STORY WOOD FRAMED HOTEL. STRUCTURAL SCOPE OF WORK LIMITED TO: A.SPECIAL INSPECTION IS REQUIRED UNLESS NOTED OTHERWISE. S E A 1)DRILL-BIT COMPLIANCE WITH ANSI B94 12-1977. 1. PROVIDE NEW FLOOR BEAMS, COLUMNS,AND FOOTINGS WHERE REQUIRED DUE TO THE REMOVAL OF EXISTING WOOD 2) CHECK HOLE DEPTH &CLEANLINESS, PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD DIAMETER AND LENGTH. SCOTT I EDWARDS ARCHITECTURE LLP, BEARING WALLS. 3) VERIFY EPDXY/ADHESIVE EXPIRATION DATE. 2. PROVIDE HOLDOWNS AND FOOTINGS AS REQUIRED AT NEW OPENINGS IN EXISTING SHEARWALL. PLYWOOD WALL 4) VERIFY INSTALLATION AND IN-SERVICE TEMPERATURE REQUIREMENTS MEET MANUFACTURER'S CURRENT ICC REPORT 2525 E. Burnside St., Portland, OR 97214 STRENGTHENING REQUIRED AT GROUND FLOOR SHEARWALL DUE TO INCREASE IN SHEAR DEMAND GREATER THAN 10%. REQUIREMENTS. hone: 503 226-3617 www.sealip..com CHECK ANCHOR INSTALLATION METHOD REQUIREMENTS WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS AND THE P ) p..com GENERAL CURRENT ICC REPORT. 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. B.PERFORM PULL-OUT OR TORQUE TEST WHERE SPECIFICALLY NOTED IN DRAWINGS. 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED UNDER THE 3. ADHESIVE ANCHORS&REINFORCING STEEL DOWELS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT HEADING"DESIGN CRITERIA". ICC REPORT. THE FOLLOWING EPDXIES ARE APPROVED: 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. A.CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. 4R%_- 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 1) SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN EVERY INSTANCE. 4. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. DIAMETER AS NOTED a FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN. IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS UNLESS NOTED OTHERWISE. ETER . RIMM 6. THE EXISTING CONDITIONS SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS AND/OR FIELD 1)TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713. OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE EXISTING CONDITIONS ARE NOTAS 5. WHERE ANCHORS ARE INSTALLED IN CONTACT WITH WOOD FRAMING AN OVERSIZE WASHER IS REQUIRED IN ORDER TO SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE WORK. ACHIEVE TORQUE REQUIRED BY THE ICC REPORT. THE WASHER SHALL BE OF SUFFICIENT SIZE TO PREVENT NOTICEABLE EIRTILAND,OREGON 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO DEFORMATION OF WOOD FIBERS ON FACE OF MEMBER DUE TO TIGHTENING OF NUT. USE MINIMUM WASHER SIZE 1/4"X3" E � THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. SQUARE.VERIFY REQUIRED WASHER SIZE PRIOR TO INSTALLATION. 8. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. Ocp 9. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE,AND LOCAL SAFETY ORDINANCES. 10.THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE METHODS, Digitally signed by Peter Grimm PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL nater 2015.05.12 12:20:36-07'00' TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. DESIGN CRITERIA LA Q U I N TA T I G A R D 1. BUILDING CODE: OREGON STRUCTURAL SPECIALITY CODE(OSSC)2014 EDITION. 2. RISK CATEGORY: II REMODEL 3. DEAD LOADS A.SELF WEIGHT OF STRUCTURE 4. LIVE LOADS: 40 PSF ROOMS, 100 PSF CORRIDORS 5. SNOW LOAD: 25 PSF 6. WIND DESIGN DATA: WIND EXPOSURE CATEGORY: B BASIC WIND SPEED:V= 125 MPH 3 SECOND GUST. 10830 SW GREENBERG RD 7, EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: I = 1.0 TIGARD, OREGON SEISMIC DESIGN CATEGORY: D SITE CLASS: D DESIGN SPECTRAL RESPONSE ACCELERATION: 1.) SHORT PERIOD: Sds=0.721. 2.) 1 SECOND PERIOD: Sd1 =0.446. SEISMIC RESPONSE COEFFICIENT: Cs=0.111 (ULTIMATE). DESIGN BASE SHEAR:V=Cs TIMES W(W--BUILDING SEISMIC DEAD LOAD). ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE. y FOUNDATION 1. FOUNDATION DESIGN IS BASED ON 1,500 PSF ALLOWABLE BEARING PRESSURE IDENTIFIED WITHIN ORIGINAL CONTRACT DOCUMENTS. 2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL. THE TOP OF FOOTING ELEVATIONS SHOWN ON THE DRAWINGS AREA MINIMUM AND SHALL BE LOWERED AS REQUIRED TO REMOVE SOFT OR LOOSE SOILS AS APPROVED BY THE STRUCTURAL ENGINEER. AS AN ALTERNATIVE TO LOWERING THE FOOTINGS, THE SOFT OR LOOSE SOILS MAY BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL COMPACTED TO 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM A 1557,AS APPROVED BY THE STRUCTURAL ENGINEER. WHERE COMPACTED FILL DEPTH IS GREATER THAN 12 INCHES, A SOILS INVESTIGATION SHALL BE CONDUCTED PER IBC SECTION 1803.5.8 3. THE SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS: A.SIDES OF EXCAVATION MUST BE VERTICAL(OVER POURING AND MUSHROOMING NOT ALLOWED). B.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE, DURING, AND AFTER POUR. 4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER, GROUNDWATER OR SEEPAGE IF REQUIRED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTING ALL EXISTING UTILITIES, EXISTING STRUCTURES, ETC.,WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. CONCRETE l 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH A MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN ACCORDANCE WITH ACI RECOMMENDATIONS. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II [TYPE V(REGIONS WITH HIGH SULFIDES)]. 3. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C 33. 4. CONCRETE SHALL HAVE A 28 DAY STRENGTH, Fc= 3,000 PSI WITH ALL CONCRETE NORMAL WEIGHT. 5. SCHEDULING OF WORK MAY REQUIRE ACHIEVEMENT OF DESIGN STRENGTH IN A SHORTER PERIOD OF TIME. 6. ALL CONCRETE TO BE REINFORCED, UNLESS SPECIFICALLY NOTED"NOT REINFORCED". 7. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND EMBEDMENTS, INCLUDING HOLDOWN ANCHOR RODS, ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. 8. NO LOADS SHALL BE PLACED ON STRUCTURAL CONCRETE FOOTINGS WITHIN 7 DAYS AFTER CONCRETE IS PLACED.AFTER CONCRETE IS PLACED, IN NO CASE SHALL THE SUPERIMPOSED CONSTRUCTION LOADS BE GREATER THAN SPECIFIED DESIGN LIVE LOADS, UNLESS THE WORK IS SHORED. REINFORCING STEEL 1. ALL REIN RCING STEEL FOR CONCRETE AND/OR MASONRY CONSTRUCTION SHALL BE PLACED IN CONFORMANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE",ACI 318 AND THE"ACI DETAILING MANUAL"AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. 2. REINFORCING STEEL: A.DEFORMED BARS,ASTM A 615 GRADE 60. 3. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, UNLESS OTHERWISE NOTED: A.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3". 4. ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. 5. WELDING OF REINFORCING IS PROHIBITED, UNLESS APPROVED BY STRUCTURAL ENGINEER. FRAMING LUMBER 1. FRAMING LUMBER GRADES:VWVPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBER VALUES: A.2x4 STUDS (NON BEARING PARTITIONS)CONST. GRADE, D.FIR/LARCH, S.DRY, Fb=1000. &STRUCTURAL LIGHT FRAMING No, 2, D.FIR/LARCH, S.DRY, Fb=900. C.STRUCTURAL JOISTS&PLANKS(INCLUDES 2x6 &2x8 STUDS) No. 2, D.FIR/LARCH, S.DRY, Fb=900. D.3x&4x MEMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1000. E.POSTS&TIMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1200. 2. GLUE LAMINATED MEMBERS: A.BEAMS: SPECIES= DOUGLAS FIR-LARCH Fb=2400 PSI,COMB 24F-V4 (24F-V8 AT CONTINUOUS SPANS)CAMBER=SPAN/400, EXCEPT AS NOTED. NO CAMBER IS REQUIRED IN BEAMS WITH SPAN LESS WITH THAN 20'-0" B.COLUMNS: Fc=2300 PSI, Fb=2000 PSI, COMB 3. C.MEMBERS SHALL BE FABRICATED WITH WATERPROOF ADHESIVE. D.MEMBERS SHALL BE MANUFACTURED PER ANSI A190.1-CURRENT EDITION WITH THE ADDITIONAL REQUIREMENT THAT THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE SHALL NOT EXCEED 12%. E.PSL OR LVL MEMBERS OF EQUAL DEPTH AND WIDTH MAY BE SUBSTITUED FOR GLULAM MEMEBERS AT NO ADDITIONAL COST. 3. STRUCTURAL COMPOSITE LUMBER A.LAMINATED STRAND LUMBER (LSL): 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2.) MODULUS OF ELASTICITY: E= 1550 KSI. 3.) BENDING STRENGTH: Fb=2325 PSI. 4.) SHEAR STRENGTH: Fv=310 PSI. B.LAMINATED VENEER LUMBER (LVL): 1.) SIZES SHOWN AREAS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2.) MODULUS OF ELASTICITY: E=2000 KSI. 3.) BENDING STRENGTH: Fb=2600 PSI. 4.) SHEAR STRENGTH: Fv=285 PSI. C.PARALLEL STRAND LUMBER (PSL): 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2.) MODULUS OF ELASTICITY: E=2000 KSI. 3.) BENDING STRENGTH: Fb=2900 PSI. 4.) SHEAR STRENGTH: Fv=290 PSI. 3. STRUCTURAL SHEATHING: A.ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE"AMERICAN PLYWOOD ASSOCIATION". B.GRADES: 1.) WALLS: a.1/2", "C-D", SPAN INDEX 32/16, EXPOSURE 1. C.MINIMUM NAILING REQUIREMENTS: 1.) NAIL SIZE: USE 0.131" DIAMETER x 2 1/4"GUN NAIL. 2.) SPACING: SEE DRAWINGS 3.) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. D.PANEL LAYOUT: 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT PANELS AT WALLS MAYBE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. 3.) MINIMUM PANEL WIDTH SHALL BE 12". 4.) EDGES OF ALL PANELS LESS THAN 24"WIDE SHALL BE BACKED BY BLOCKING (2x4 MIN SIZE). 4. JOIST HANGERS AND FRAMING CONNECTORS: A.DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE"CONNECTORS. NAILING SHALL BE PER ICC RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP BETWEEN END OF JOIST AND FACE OF Drawing: SUPPORTING MEMBER SHALL BE 1/8". WHERE CONNECTION IS NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. TESTING SPN D INSPECTION 1. SPECIAL INSPECTION N ACCORDANCE WITH SECTION 1704 OF OSSC REQUIRED FOR BUT NOT LIMITED TO: STRUCTURAL NOTES A. FOOTING EXCAVATIONS AND COMPACTION- PERIODIC B. PLACEMENT OF CONCRETE AND REINFORCING STEEL- PERIODIC C. ANCHOR BOLTS SET IN CONCRETE-PERIODIC E. CONCRETE/GROUT STRENGTH TESTING-CONTINUOUS F. EPDXY ANCHOR, EPDXY DOWEL-PERIODIC POST-INSTALLEDC�N ��EANCHORS Job No: 14119 1. INSTALLATION H LE R POST-INSTALLED ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED.ALL MISDRILLED OR UNACCEPTABLE HOLES SHALL NOT Date: 05/12/2015 BE USED AND GROUTED SOLID. Drawn By: CRO Checked By: KJE Sheet No: A505