Loading...
Plans (49) BU P2018 - 00176 CO RE & 'Ill'iiii:i1;1 H E LL pERMIT SET 06/07/2018 RECEIVED JUN 7 2018 CITY OF TIGARD > BUILDING DIVISION k , rt . 1-4 .3 .-,r. .. .':. .. 4 . u ._by r X ,�, .. n. .. .- e:, ,s .. R..-.,-»n.. ....,, .th3 _..." _Y 'li`-+� -,..., .' , ? 9--, ,e'.. ... .t .ice.:. 2+:,,,„"I''-:^X�, .. r.: 3 . ...- .,..� ., _fit .. .. .. ..,.., - :-•„61:-• . -.... .--•,,- _., F.,&'c' -4.. �'..., -�. -.- "�.F ., , .... ra. , : . .. _,.. ,.r,r-� �-_ . , ,: _ ray �' .�. ., -. ': s,,....o... zx_ . ., +.r eX>r. . ..:,. ,. tir;. c- :tea ?` '.fr�. -,',-,.7'z,':..,-,',.-,:,--'-'----;:":-.2-':-- ,rrt, ,. - ..-. ._ .:., .. »r �,: egg {` yge , ...,..!,,op., ,; mow. F .. -� ;.'s r rAttrA".4-.'),-;..-41;ti.,;44';:r:,,:f.-.,..;*.to,*4;;;,,*4sx,. ., =' �� r •*,,, ,. sr, .. 4:t4:''''' 4„ - �� `� _ �. �•„.: WX:.,., VI �, ,:.� .... 'I'l:,,f.t4 ::.=�_ 'sa ' sir r .a.'. ..': '° .-},. _. ,, w..s ,' : � �`:,:- da `�” �'��,:. � .,�*' :.k. dr r^u. '+ ' yaaf f`'r.• -•, ,,;,,V4)11-1,- - _ - � ,,:: .;tit �s '. ` k x' i» ^ia° '.rte' x' "r,), �, ' _ i-, :._:,,,,,'::::::,.,j1.:;.1;,:.,,,,,:,I,:,,t,::,,,:.,,,.:,,.:,1;,,.:,.„,,,,,,,..„..,,,.,,,,,,,,:,,,,,i;...,;:.:,-i.,,,;,,,,,,,,,,,, .,,,,,yr.:..,,__':...,::,,_,?:,z::'::::,_1:::.-4':1:;..ai;-,I.::::::_'',,', ,,,i-',,,,,,..::.:,,,,:::'*;:..e.L.:::::;,kie,,,,,,::::,'t-,'-,:,.„:.;'.,.,,. _3,4,..),As .,...,,,.,,,,,l,:r,,,.:,.„ ,,,,,,4:tott' p,t1 , Atgagift..- ''''-.,. h , a '' •''.--':-5'',C-.;'f--;'-'r,-V,('r.t''t.i-Z..s•-A,W',-,:,'"4.70-'44.s-.••;.'•i---"rk",s,,,'.,.•':."-"r'''"" -'''- } riitr; a � xt` • 4 � .. fix, d'. p " i,,, : s .- z r rw G- f� n"F .v. t''''',, ,�: t'i.' � ..��,=Y"k�`^� 3-NA c 8 ls"i - s ;;I:14N14%;•71,‘„,8A-4,,v.•.'•,,',:-„,",,,':,•,',.- '•',4.,,t'i,-4iP,P,RI-,:1,,i,-,-,t,::,.[!-,, W t � � . �r - �� �_. r., • � _ .. r.., C .� SW END ON1 BICE COPY -z-,--,:,---,--.--- �, `� W _C. CITY OF�'IG tiii x* '-¢3 -,...,,,,,,...--„a„.„.„.., � REVIEWED FOR CODE COMPLIANCE . � -�- 'APP j �� w ,,,���. ,�” -� OTC • s , r _- j '• . :.� � 4 _ Ad r: Address: Tj )4�1 O t� �� r r o z. rql. ;, .. . uitc#: -ti,,,,,,:,_.--�, .r-'c�x5s : SF, _ a... .. ,,w : z, f .,... : ,::<, ry .�.._.:'.. ...-. 4 Date:,r....... • t. �..... .ri .. :�... :.� f.R.-w:. r :tic - y 4'r - rt a: 4: It�-, ,ra-.. i «r r Vii: l �' ;�:,,_ �°. .�% • �' ��,'." �.. ,> : ;^sem x, ";b ,. = ;t �a� • a {��,, :a w k rtz S asc. �. F r.. 'x - '' ti,,x� ..j r ;7.-;"••..•.,' ^Sk ." �t b ".+dy �' • fY. fr t.. 'IWin g. .. ..�... %•�:°"� :.• � '.v J.9,,..r, ,fes. 2'hi ''''''4"-&' •. ;.;,. ,..,::: Lot .,,,,,..t s.,.., , , , . 4r,,. , , ' '. - :� Ot .,. is U'Y ...:....£= .�" - ,. a., , .,, lab' As i :., :r _ ,..: ,.,. .-.. , ',;,,,:;f::',.;,-;,'. ,. . , ,ate .<..,., - r .. ,, ..t., ..,- -:. .. : k, ., :. a . <s _. ,c.... .. I , ., <_ ... lv � .. ,. ... 0"... ...,.. u. ,�+�i'� .. .. ..... :Y �: . 5 .. ... -..• i• leR ,. .:'`G... +. .x. •. ���c.�•- _,.., ..,.� "�Yd t . .,.. .....:. 'r. ,. +x .:...� _,. '_tel .....;'.� � �. ....,r'kR' �.,.. , ?': - • i 3 t , . eh- nz.� _ w ,.ST�r"z,+ .x^ ..ri '" ',a ��,,' far, 3iM y.,x ,.ye F : „ .„ ., <L f -ham s 1 -.» �.y z a .� "+,dye, 't- € "'r -:. yp p - fit' Aii. - ¢ y' : ' ;-' ' IC4' "." ' ' ' '"'''''''':''41'''''''s. . - 1*' ,-,,...,-‘ ,„,- ''.. 4--. 'g I. :!-'-.7.."--1-'--.--.."'„'"-."'.7"''.''''''.'-.....-- , R m� .,i. 1 ..._,..„.,,,,..',,,4,4,-,,,,,. g : . .c..,„,(cokf-DN. EEER . RIMM ' 9 o s +'-3 0 = ORTiANcENs�,OREGO#4966 N • OF 00 w O w 0 S1E 223 JQU Z d W RD . Digitally signed by Peter Grimm G 5 ° R 97 Date:2018.06.06 17:49:47 07'00' Z_ m ° (9 0 Z CL— W Q ZO 03 o W w ZQ Lu SCOTT I EDWARDS ARCHITECTURE LLP. I-- 1— Et ~ 2525 E Burnside Street' Portland, OR 97214 zli • phonec (503)226-3617 www.sealip.com• 111 w Cf) = CITY F IGARL Date: Planning Initials: SC, CODE SUMMARY LEGEND BUILDING CODE SUMMARY 2014 OREGON STRUCTURAL SPECIALTY CODE PROJECT SUMMARY SHEET INDEX ----> OCCUPANCY EXISTING:A-3 (ASSEMBLY) PROPOSED: B-OCCUPANCY(BUSINESS GROUP B) SHEET# SHEET NAME S 1 E A o o c== 2 HOUR RATED ASSEMBLY ® EXIT SIGN SHADE INDICATES ILLUMINATEPROJECT DESCRIPTION THE SCOPE OF CORE AND SHELL WORK IS TO CONSTRUCTION TYPE TYPE V B, NON-SPRINKLERED INCLUDE:A NEW 2 HOUR DEMISING WALL, NEW FACE. ARROW INDICATES PARTITION WALLS, (2) NEW ADA COMPLIANT GENERAL AREA NAME DIRECTION TO EXIT ALLOWABLE AREA RESTROOMS,AND A NEW ENTRY DOOR. NO 60.01 GENERAL PROJECT INFORMATION & CODE i EXTERIOR SITE WORK IS PROPOSED WITH THIS SUMMARY SCOTT I EDWARDS ARCHITECTURE LLP NAME EXIT A COMMON PATH APPLICATION. 'Occ Grp OCCUPANCY(CH. 3) 100'-0" ALLOWABLE AREA BASIC ALLOWABLE AREA 9,000 SF/2 STORY PROJECT VALUATION: $25,000 #SF AREA(SF) TABLE 503 2525 E Burnside Street, Portland,OR 97214 OLF # OCCUPANT LOAD FACTOR/ :BUILDING AREA 3,997 SF ARCHITECTURAL Function NUMBER OF OCCUPANTS L EXIT A TOTAL BUILDING AREA 3,997 SF/ 1 STORY phones X503}226-3817 www.seallp.com 4 ` o0 0"-4 EXIT PATH TENANT SPACE AREA: 1,852 SF A0.01 ARCHITECTURAL GENERAL NOTES & GENERAL FUNCTION (CH. 10) FIRE SEPARATION DIAGRAMS (13 E PROJECT ADDRESS: 14210 SW BARROWS RD. A2.10 EXISTING FLOOR PLAN cli INDICATES AREA REQUIRING TIGARD, OR 97223 a cl / MINIMUM 1 FOOT CANDLE OF TABLE 508.4 FIRE SEPARATION OF OCCUPANCIES ARE NOT REQUIRED PER OSSC TABLE 508.4. HOWEVER, OWNER AD.01 DEMO PLANfosDN. -1 A ILLUMINATION FLOOR FOR THE SURER FRN ELECTING TO PROVIDE 2 HOUR SEPARATION OF TENANT SPACES FOR THE FUTURE FLEXIBILITY OF TENANT USES. TAX MAP: 2S1046608000 A2.11 FLOOR PLAN & REFLECTED CEILING PLAN ETER RIMM N OF 90 MINUTES PER OSSC A9.01 TYPICAL LIGHT GAUGE STEEL FRAMING DETAIL 1006.2. EMERGENCY POWER TO EGRESS DESIGN 0 BE PROVIDED PER OSSC 1006.3. ZONING: C-C (COMMUNITY COMMERCIAL) • -6 rAORTLAND,OREGON LICENSE#4966 �I SECTION 1004.1.2 (NOTE:OCCUPANT LOAD FUTURE MARTIAL ARTS TENANT IMPROVEMENTS TOS FUNCTION AS EXERCISE 0= 33 OCCUPANTS AROOM) L PROJECT TEAM OF ORS' 2 SECTION 1014.3 COMMON PATH OF EGRESS : MAX 75' 10'-0" OWNER BARROWS PLAZA, LLC cis PO BOX 880 CO Digitally signed by Peter Grimm 5--1SECTION 1016.2 EXIT ACCESS TRAVEL DISTANCE: MAX 200' 10'-0"+ 38'-8" + 30'-6"=79'-2" KETCHUM, ID 83340 Date: 2018.06.06 17:49:53-07'00' U) SECTION 1005.3 EGRESS WIDTH 33 OCC X .2"= 6.6" co 34" MIN REQD/68" PROVIDED CONTRACTOR AMERCO REGLAZING & PAINTING SERVICES LLC SECTION 1015.2.1 WHERE (2) EXITS ARE REQUIRED, EXIT DOORS 55'-9"/2=27'-5" 8630 SW SCHOLLS FERRY RD#131 14210 SW cocp O SHALL BE PLACED ONE-HALF THE DISTANCE OF EXIT DOORS PLACED 37'-11"APART BEAVERTON, OR 97008 ' THE MAXIMUM OVERALL DIAGONAL: TEL(503) 547-7013 0 CONTACT:AMER NAJM BARROWS RD. EMAIL:AMERCOANDSERVICES@GMAIL.COM SECTION 1021.2 MINIMUM NUMBER OF EXIT DOORS REQUIRED: (2) REQD/(2) EXIT DOORS PROVIDED CBD: 200884 GENERAL PROJECT NOTES :' I Job Number: 18059 " ARCHITECT SCOTT I EDWARDS ARCHITECTURE, LLP PLUMBING 2525 E. BURNSIDE STREET TIGARD OR 97223 U /74y �% // i PORTLAND, OREGON 97214 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS . ' ' ro''•2`. TEL 503.226.3617 PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND FAX 503.226.3715 MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. F- SECTION 2902.1 (1) PER (25) FOR THE FIRST(50)AND (1) PER (50) FOR THE EXCEEDING (50). CONTACT: JP SPEARMAN Q // %� I U�1 JSPEARMAN@SEALLP.COM 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS tl r 1 WATER CLOSET CALCULATION TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY �' / �� DISCREPANCY PRIOR TO CONTINUING WITH WORK. W (TOTAL OCCUPANT LOAD/2)X FIXTURE RATIO J 0 IQ (33/2)X.04= .66(1)WATER CLOSET PER SEX MINIMUM REQUIRED �� > �/ 3. GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM / �// LAVATORY CALCULATION CLEAN CONDITION AT ALL TIMES DURING THE PROJECT. �� TOTAL OCCUPANT LOAD X FIXTURE RATIO DEFERRED i BIDDER DESIGN ITEMS 4. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, / _ (33/2)X .025= .41 (1) LAVATORY PER SEX MINIMUM REQUIRED INCONSISTENCIES OR OMISSIONS HE OR SHE MAY DISCOVER. THE r CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE J / '4, CONTRACTOR SHALL PROVIDE DESIGN, ENGINEERING, FURNISHING AND START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE �"4 INSTALLATION OF A COMPLETE, FUNCTIONING SYSTEM(S) BASED ON THE SCHEMATIC ATTENTION OF THE ARCHITECT. BRING UNFORESEEN CONDITIONS TO ;y ACCESSIBILITY Vit/ LAYOUT SHOWN ON THE ARCHITECTURAL DRAWINGS, DESCRIBED HEREIN AND IN ATTENTION OF ARCHITECT UPON DISCOVERY AT ANY POINT. THE MEANS OF .1 i % COMPLIANCE WITH PREVAILING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE CORRECTING ANY ERROR OR UNFORESEEN CONDITION SHALL FIRST BE FOR FINAL ORDERING OF ALL DEVICES AND FIXTURES TO ENSURE PROPER OPTIONS, APPROVED BY THE ARCHITECT. TENANT SECTION 3411 THE ALTERED AREA HAS BEEN ASSESSED BY THE APPLICANT TO CHAPTER 11 OF THE OSSC ACCESSORIES AND CONFIGURATIONS. CONTRACTOR SHALL PROVIDE COMPLETE 5. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID 1 SPACE AND FOUND TO BE COMPLIANT. DESIGN AND DOCUMENTATION AS REQUIRED FOR SUBMISSION TO,AND APPROVAL FOR BY THE INDIVIDUAL TRADE. OF ARCHITECT, OWNER,AND GOVERNING BUILDING DEPARTMENT. 6. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR 1614SF UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD, THE CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE II 50 33 CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF I ,EXERCISE, AGENCY FOR PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT FEES. AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. �' 3j, 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION I i ip, SW BARROWS RD OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO ' 1. MECHANICAL PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL - EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OROTHER PROPERTY i 122'_6" 2. ELECTRICAL OPE TY `% 3. PLUMBING DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. i 1 8. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE ,�a /;���,; / „/, / t4,� ,� ir- USED BY WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL +�i / ;10 ✓�v �/ �.� � SUBCONTRACTORS' CONSTRUCTION SETS REFLECT THE SAME INFORMATION. Y��/ „` 1:0P � THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE I j- _- O COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS, �``//��'�� . p' ADDENDUMS, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE . Q-� ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE L II* MADE AVAILABLE TO BUILDING AND FIRE INSPECTIONS FOR REFERENCE /�' `���� 1 DURING CONSTRUCTION. iib I -' I ,� 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF VI` THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. I 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE I THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS TY OF ANY 1---- j G 14200(2 45 BARROWS RD. y1 ENERGY CODE COMPLIANCE: 2014 O E ES C AND METHODS AND SHALL MAINTAIN THE CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL STRUCTURAL CARRYING WORK TO BE UNDER Il SYSTEMS ARE COMPLETED. PROJECT SEPARATE PERMIT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR FIRST FLOOR LIFE SAFETY PLAN NORTH + s,, � y�E 1„ / , REMEDY ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP ill 1 ,�Eg' �'a' �� /1 F 1--.144 WHICH SHALL APPEAR WITHIN ONE (1)YEAR AFTER THE COMPLETION AND 0 1/8"= 1' 0" I ,, ' ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. ►' TABLE X1.1 13. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR , Al �,',•27110./ BUILDING ENVELOPE REQUIREMENTS-OPAQUE ASSEMBLIES MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT, ACCESSORIES, ---- / w J ; F, W 41--- �%���/ CABINETS, ETC. o } �� y' 14. CONTRACTOR TO PROTECT ALL TREES AND ROOTS NOT SLATED FOR / �mli ,Mi !` /s CLIMATE ZONE All other Group Ft REMOVAL DURING CONSTRUCTION. /,:A ��� ,d47-.11.1 . 0 o r���// AVANH 2 15. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA `r° I s /�j',i% j% ;%�% R°°#e AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT • H �///;��//.rte ��� „„vv/' ,, �,�+ U) Insulation entirely cafe deck R-moi ! -206 INTERFERE WITH DAILY OPERATION OF ADJACENT PROPERTIES OR PUBLIC r� �� i / % F= RIGHT OF WAY. ,�,(/Li,J/1: /,I� ry 6 ` Metal buildings(with R-3.5 ? //• 5/ �r Q 16. GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING. !���/� �:l;� /��, o, Z thermal blac);s46 R-13+R-13 R-19 3_._' 14210 SW BARROWS RD. /./.� S'�� ��� Aril- Wails,Above Grade 38 R-3 1 852 SF /0° '/d' f I '� // �� �2r I cA `Mas R-11.46 R-13.361 t Metal buildiangh R-13 +R-5.t ci. R-13 +R-5.6ci O N 4rt� ✓ L1' L Metal framed R-13 +R-' _5ci R-13 + R-7.5ci J R-13 +R-3_8ci R-13+R-3.86 1- r X11 �, • _ ii 17i7d fr med and other or R-21 or R-21 ,IIN,\ ' •,:\,,, W - co ,_ , Anli \\\\\\ i Q V � �, \ Below e wall's _ R-7 5ci I R-7.5ei illik„.4ith.\\> VICINITY MAP CO U � t Floors._a J Q �,:I'`� � «, MassR-t.Ua i R-12.5ci CORE & SHELL 06/07/2018 Z Q H 1 EXISTING ACCESSIBLE ROUTE 1 � Joist/Framing� steellwaxtcll R-30 R-30 - PERMIT SET Z Wm O (33) PARKING SPACES TOTAL TERXIISTIING Slab-on-Grade Ro =„ 7 . ISSUE DATE L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �S , _ e Ieeeeee r 00� ENCLOSURE R-10 for 24 in. , Fti,,E,t,w IM▪ Z W C 152'-6" Unheated NR below Drawing: „u 1.�/ sv, moRnaris riot - 0 > Z _I s Heated lal s R-15 for 24 in.. R-15 for 24 in. / i GENERAL PROJECT _ 0 1y below below pa - .. � I�4 Opaq�Do�e .zio fw INFORMATION & , u Ce a w �11►� stein: _ U-0.70 _ U-0.70_ CODE SUMMARY N U _ Roll-up or sliding v-�a0 40 --:-. .5 T3-a50 -,?0 , /1,D 40 l/ 04 * - , X1,0 , 00 , �1 )3'•' C7 w 1.- , W /1, , I�s /I1; it ♦ iil1 / #/ i`` 1 d -A wap m w Sheet No: _ F- PROJECT 1 ,....; 1 I- O NORTH .:>* NORTH 0 SITE PLAN ► 1,K .rG<� ,, / � . 01 1".20'-0" I i 1 i ®, STANDARD MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS ABBREVIATIONS GRAPHIC SYMBOLS DIMENSIONS ARE FROM FACE OF FINISH AND/OR CENTERLINE OF FIXTURE OR NORTH ARROW ACCESSORY L ANGLE GR GRADE SIM SIMILAR NORTH 12" 42" @ AT GND GROUND SC SOLID CORE I li S 1 E A 36" 6" CL CENTERLINE GYP GYPSUM SP SOLID PIPE 40" / / U 1 MIRROR 0 DIAMETER OR ROUND GWB GYPSUM WALL BOARD SSM SOLID SURFACE MATERIAL VP Q # POUND OR NUMBER S SOUTH GRID LINE Z - HNDCP HANDICAP SPK SPEAKER SCOTT I EDWARDS ARCHITECTURE LLP. SCD - SCD O Inc') H I w I SD AFF ABOVE FINISH FLOOR HDWR HARDWARE SPEC SPECIFICATIONS 0 2525 E Burnside Street, Portland,OR 97214 -ozo , 1 I N - >< > ♦ AFG ABOVE FINISH GRADE HDWD HARDWOOD SQ SQUARE �- c I 1 t � _ �' ACT ACOUSTIC CEILING TILE HDR HEADER SF SQUARE FOOT VERTICAL DATUM phones 226-3617 wwwseallp.cam I fi TPD �� c° I ii TPD b <� ; z z_ d v �� �� ADJ ADJUSTABLE HVAC HEATING VENTILATING AIR STN STAIN Nil z� - — liii -Z 5-'4 -- _ _,i -- -. 2 w CONDITIONING Ca E g� a, la ALT ALTERNATE SS STAINLESS STEEL NAME - Y , "' M Y N `N ` M ` ALUM ALUMINUM HT HEIGHT STD STANDARD ELEVATION �-� a, �� a, �I,�j / �' oo�` AB ANCHOR BOLT HPL HIGH PRESSURE LAMINATE STA STATION �� � c 7 - 9 18" • r 7 -9 18 -' 6" MIN.J -8" MIN KNEE HIGH ° INSULATED ANOD ANODIZED HC HOLLOW CORE STL STEEL ROOM NAME AND NUMBER keecISP' .5 'C r` 'C PIPE WRAP APPROX APPROXIMATE/ HM HOLLOW METAL STRUCT STRUCTURALi APPROXIMATELY HSS HOLLOW STRUCTURAL STEEL NAME •ETER RIMM . ►�c SA SUPPLY AIR STANDARD TOILET ACCESSIBLE TOILET AND GRAB BARS LAVATORY ARCH ARCHITECTURAL/ HORIZ HORIZONTAL SUSP SUSPENDED 101 ..4 y O ARCHITECT HP HORSE POWER SYM SYMMETRICAL •IRTLAND OREGON • -6 AD AREA DRAINCA (0 HB HOSE BIB EXTERIOR ELEVATION LICENSE#4966 0 ASPH ASPHALT HW HOT WATER f/ 8"TYP. @ DOORS TEL TELEPHONE dr 1 ‘. f.OFAC ASPHALTIC CONCRETE HR HOUR TV TELEVISION 0)46 ) DRAWING O o TEMP TEMPERATURE AW NUMBER BRG BEARING tiE IN INCHES TER TERRAZZO SD PTDEll \ BLW BELOW ID INSIDE DIAMETER A3.01 SHEET NUMBER 00 THK THICK/THICKNESS Digitally signed by Peter Grimm P„, BTWN BETWEEN INSUL INSULATION T/M TO MATCH Date:2018.06.06 17:50:00 07'00' CH `� BITUM BITUMINOUSw INT INTEROIR�� !! — i o0 't �� SIGNAGE BLK BLOCK IE INVERT ELEVATION TLT TOILET BUILDING SECTION/WALL SECTION T&G TONGUE AND GROOVE in z 0_ 2 BLKG BLOCKING TJ TOOL JOINT co = m 0 U BD BOARD JT JOINT TP TOP a NDRAWING UMBER 14210 SVV w BOT BOTTOM JST JOIST TO TOP OF QQ JH JOIST HANGER SHEET NUMBER U W `r v . '� • BO BOTTOM OF TOC TOP OF CONCRETE A4.01 0 oo a , _ 0 BC BOTTOM OF CURB JB JUNCTION BOX ����®W� RD. 0 • \ \ bo <‘ TC TOP OF CURB 't H. BLDG BUILDING TOP TOP OF PARAPET Job Number: 18059 0 BUR BUILT UP ROOF KD KILN DRIED 0o TOS TOP OF STEEL II KW KILOWATT TOSF TOP OF SUB-FLOOR INTERIOR ELEVATION TIGARD, OR 97223 O CAB CABINET KIT KITCHEN TOW TOP OF WALL 1 2 TOILET ROOM ACCESSORIES COAT HOOK ELECTRICAL AND CONTROLS SIGNAGE CPT CARPET CSMT CASEMENT LAM LAMINATED T TREAD OR TILE 4 A5.02 2 d CIP CAST IN PLACE TS TUBE STEEL DRAWING LAV LAVATORY TYP TYPICAL NUMBER W CI CAST IRON LB LEADER BOX 3 SHEET NUMBER J CB CATCH BASIN LH LEFT HAND u- LT LIGHT LABORATORY CLG CEILING UL LABOUNDERRATTOORRYYR'S DETAIL CALLOUT CL CENTERLINE LTWT LIGHTWEIGHT UNF UNFINISHED PROTRUDING OBJECTS GENERAL SHEET NOTES CT CLADWOOD CERAMIC TILE LKR LOCKER UNO UNLESS NOTED OTHERWISE DRAWING CWD ICC A117.1-2009 FIG. 307.2 LIMITS OF PROTRUDING OBJECTS UR URINAL IEIIIII NUMBER CO CLEAN OUT MB MACHINE BOLT ( .i 7.01 SHEET NUMBER A. VERIFY ALL ACCESSIBILITY REQUIREMENTS WITH CO CLEAN OUT MH MANHOLE VB VAPOR BARRIER ��4" MAX. CURRENT CODE AND LOCAL JURISDICTION. CLR CLEAR MFR MANUFACTURER VR VAPOR RETARDER B. DIAGRAMS ARE INTENDED AS A REFERENCE ONLY CW COLD WATER MO MASONRY OPENING VP VENT PIPE DOOR NUMBER r AND ARE NOT ALL INCLUSIVE. REFERENCE COL COLUMN MAT MATERIAL VFY VERIFY CURRENT CODE AND PROJECT DOCUMENTS FOR ROOM NUMBERCONC CONCRETE ADDITIONAL REQUIREMENTS. MAX MAXIMUM VIF VERIFY IN FIELD i C. NOTIFY ARCHITECT OF ANY DISCREPANCIES CMU CONCRETE MASONRY UNIT MECH MECHANICAL VERT VERTICAL (1014.w DOOR BETWEEN DIMENSIONS SHOWN HERE AND CONN CONNECTION MC MEDICINE CABINET VG VERTICAL GRAIN co PROPOSED WORK. CONT CONTINUOUS A CJ CONTROL JOINT MTL METAL VCT VINYL COMPOSITION TILE CEILING HEIGHT MIN MINIMUM CEILING HEIGHT CTSK COUNTERSUNK MIR MIRROR WSCT WAINSCOT ABOVE LEVEL N CFM CUBIC FEET PER MINUTE MISC MISCELLANEOUS WC WATER CLOSET 9 0 A MRGWB MOISTURE RESISTANT GWB WR WATER RESISTANT P-# '' ACCENT PAINT COLOR WHERE DP DAMP PROOF MTD MOUNTED WP WATERPROOF OCCURS DEG DEGREE MULL MULLION W WATT REQUIRED CLEAR FLOOR AREAS DEPT DEPARTMENT WRB WEATHER RESISTANT WALL TYPE SYMBOL PER ICC A117.1-2009 DET DETAIL (N) NEW BARRIER WALL TYPE DTL DETAIL NOM NOMINAL WT WEIGHT 60" DIAL DIAGONAL PARTIAL HEIGHT/WALL f N NORTH WWF WELDED WIRE FABRIC DIA DIAMETER NIC NOT IN CONCRACT W WEST A/g CONFIGURATION DIM DIMENSIONIW2-4 FRAMING OR NTS NOT TO SCALE WO WHERE OCCURS DW DISHWASHER NO NUMBER WF WIDE FLANGE 1HR A CMU/CONC SIZE Ili DR DOOR WDW WINDOW � � ACOUSTIC INSULATION I�• DO DOOR OPENING OBS OBSCURE W/ WITH OTHER FIXTURES 30"x 48"CENTERED FIRE RATING (IN HOURS) m i NOT ALLOWED I�� ON LAVATORY DBL DOUBLE OC ON CENTER W/O WITHOUT WITHIN THIS _ DH DOUBLE HUNG OTS OPEN TO STRUCTURE WD WOOD AREA DF DOUGLAS FIR / 25" MAX' DN DOWN OPNG OPENING WI WROUGHT IRON WALL CONFIGURATION • OPP OPPOSITE STRUCTURE DS DOWNSPOUT OD OUTSIDE DIAMETER \ / FIG. 604.3 SIZE OF CLEARANCE FOR WATER CLOSET SIZE OF CLEARANCE FOR LAVATORY DWR DRAWER OFCI OWNER FURNISHED `\ /�`\ / DWG DRAWING CONTRACTOR INSTALLED ` / i____/ CEILING DSP DRY STANDPIPE OFOI OWNER FURNISHED OWNER - MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS DISP GARBAGE DISPOSAL INSTALLED PER ICC A117.1-2009, FIG. 404.2.3.2 EA EACH PNT PAINT E EAST PTD PAINTED _Nr- _ l ,& I I ELEC ELECTRICAL P PANTRY 2 I I ELEV ELEVATION PLAS PLASTIC I18"MIN. i 1 (-1;12" MIN.* EMER EMERGENCY PLAM PLASTIC LAMINATE X �+' co I 1 ENCL ENCLOSURE PL PLATE OR PROPERTY LINE FLOOR gEQ EQUAL PLYWD PLYWOOD r` - o EQUIP EQUIPMENT PVC POLYVINYL CHLORIDE X X B C C E co EXIST EXISTING PSF POUNDS PER SQUARE FOOT (E) EXISTING PSI POUNDS PER SQUARE INCH X'-X" PARTIAL HEIGHT WALL; HEIGHT AS INDICATED. EJ EXPANSION JOINT PIP POURED IN PLACE A FRAMING AND FINISHES TERMINATE AT EXP EXPOSED PC PRECAST UNDERSIDE OF CEILING. BRACE AS EXT EXTERIOR PT PRESSURE TREATED REQUIRED. IF BOTH CLOSER AND LATCH ARE B • ❑ PROVIDED FRAMING AND FINISHES TERMINATE 4"ABOVE ecW O (a) FRONT APPROACH PULL SIDE (b) FRONT APPROACH PUSH SIDE FOC FACE OF CONCRETE QT QUARRY TILE FINISHED CEILING. BRACE AS REQUIRED. FOF FACE OF FINISH ix F- FOS FACE OF STUD R RADIUS OR RISER C FRAMING EXTENDS TO BOTTOM OF ❑ 0 0 FC FIBER CEMENT RWL RAIN WATER LEADER STRUCTURE. FINISHES TERMINATE AT 4" Cr)_I ❑ I— DIMENSIONS FG FIBERGLASS REC RECOMMENDATION ABOVE FINISHED CEILING. FRP FIBERGLASS REINFORCED REF REFERENCE D FRAMING AND FINISH ONE SIDE OF WALL -1 Q 0 PLASTIC REFR REFRIGERATOR EXTEND TO BOTTOM OF STRUCTURE. FINISH COp 7,U Ce FIN FINISH REINF REINFORCE(MENT) OTHER SIDE TERMINATES AT 4"ABOVE a. a.. W A. DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS SHALL NOT FA FIRE ALARM REQ'D REQUIRED FINISHED CEILING. CORE & SHELL 06/07/2018 Z = I BE SCALED FOR DIMENSIONS. FE FIRE EXTINGUISER RESIL RESILIENT PERMIT SET _I FEC FIRE EXTINGUISHER CABINET RB RESILIENT BASE E FRAMING AND FINISHES BOTH SIDE EXTEND Q W B. IN MANY INSTANCES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF TO UNDERSIDE OF STRUCTURE ABOVE. ISSUE DATE Z m Q FRT FIRE RETARDANT TREATED RF RESILIENT FLOOR ELEMENTS ARE TO BE EQUALLY SPACED OR ALIGNED. IN THESE CASES, THE I- 1- FLASH FLASHING RA RETURN AIR Z z NOTATION "EQ"OR"ALIGN" IS USED IN LIEU OF A DIMENSION. FLR FLOOR REV REVISIONS FLOOR/FLOOR-CEILING/ROOF ASSEMBLY Drawing: TYPE Q >_ Cl) C. DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS. REFERENCE FD FLOOR DRAIN RH RIGHT HAND W Q INDICATED DIMENSION POINTS. FLUOR FLOURESCENT ROW RIGHT OF WAY ASSEMBLY CATEGORY ARCHITECTURAL � 5U FT FOOT/FEET RD ROOF DRAIN R-1 - ASSEMBLY NUMBER GENERAL NOTES & CI Z D. DIMENSIONS SHOWN ARE TO GRIDLINE, CENTERLINE OF COLUMN, OR FACE OF FTG FOOTING RM ROOM W Q ZFW- STUD/MASONRY, UNLESS NOTED OTHERWISE. FDN FOUNDATION RO ROUGH OPENING NGENERAL I- I- E. INTERIOR WALLS WHICH ARE EQUALLY SPACED ARE DIMENSIONED TO FRZ FREEZER WINDOW TYPE DIAGRAMS 0 Q CENTERLINE OF WALL. FURR FURRING SCHED SCHEDULE _ FUT FUTURE SEC SECTION O W Z = W F. DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALLS AS SHOWN SAM SELF ADHERED MEMBRANE 0 I ON PLANS OR LOCATED 4 1/2" FROM FACE OF WALL TO ROUGH OPENING. GALV GALVANIZED SSK SERVICE SINK ACCESSORY/FIXTURE TYPE ❑ Q F- I- 4 1/2"TYP. GI GALVANIZED IRON SHTHG SHEATHING W W O= GA GAUGE SHT SHEET C) Sheet No: CO 2 GC GENERAL CONTRACTOR SM SHEET METAL LLJ i O - GL GLULAM SHWR SHOWER REVISION A3 — REVISION NUMBER AO . 01 RFI 123 ► REVISION DOCUMENT S 1 E A SCOTTIEDWARDS ARCHITECTURE LLP. 2525 E Burnside Street,Portland,OR 97214 + phone: (503)226-3617 www.seallp.com ZI 1 CWOMENS O 0 0 C L 1 / 1 A l "ETER . RIiSeED 144%MM a) 1 „,\\ ThMENS ” O ..' N. •RTLAND,OREGON ■ 03 'el LICENSE#4966 O GAME0 I ��� 31ROOM % 1 r O o ( \ / (f..,s/s F o1 iii ml i Digitally signed by Peter Grimm 0 Date: 2018.06.06 17:50:07-07'00' 0(AI nE ��� 10 \ C____U ''�'co L 14210 SW 03X X `� BARROWS RD. U 0 ._.J FLR FLR MOP SINK vi SINK Job Number: 18059 a) — TIGARD, OR 97223 U FD Z H - Q o_ w —1 LI I ■ FLR FLR �/ SINK SINK X k \' DINING DINING SERVICE . Room ROOM AREA C' Q • FLR FD SINK D o Room ELEC PANELS (� I , I j h n n u n n �1 � Li H u_ . , I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PROJECT NORTH Ce• W EXISTING FLOOR PLAN k O O 1/4"= 1'-0" Mir • D OU I W = GENERAL SHEET NOTES m▪ ore m J Q A. ALL KITCHEN EQUIPMENT ARE SHOWN FOR REFERENCE ONLY a. a w CORE & SHELL 06/07/2018 o I- PERMIT SET zm o ISSUE DATE 3 ~O z Drawing: 2zW a o EXISTING FLOOR w 0z PLAN - zw aa NUr - ZH, . _ I 11 0QH H w w 0 Sheet No: w ~ F- HOS A2 . 1O I 0 S 1 E A SCOTT I EDWARDS ARCHITECTURE LLP. 2525 E Burnside Street, Portland,OR 97214 T-- `_- phones (503)228-3617 www.seallp.com / / as '' / E / // cn / is;SOEDilke*,, 'ETER RIMM lor O / cA ••RTLAND,OREGON o / / LICENSE#4966 , \ ‘. r OF 01696 iii — 1 CCI // I I I 1 Digitally signed by Peter Grimm I / I Date: 2018.06.06 17:50:14-07'00' / �1 i / co 14210 SW TliII �� 0 1 BARROWS RD. +,I ) I Job Number: 18059 �' 1 "// TIGARD, OR 97223 U L 2 I- < a. H wH ii 1 II / \ II I 111 II -- \N.. 11111 I 11 II 1I 11111 II ISI 0 11 II r J 1I I 1I 1 I I- - 7 II 1 1 III III 1111 � - III __-__.__- �I IIS 11 III 1 _ _ J H1 H II II 11it II 111111 II 111 111 G I I I I I I I I I I I I I I I I I 1 I I == PROJECT NORTH Y W FIRST FLOOR PLAN I ► O = 0 1/4"= 1'-0" cocL 0 N W = KEYNOTES LEGEND GENERAL SHEET NOTES M U03 — — — DEMO Q — WALL A. COMPLY WITH ALL APPLICABLE LOCAL CODES a W O1 DEMO(E) FLOOR DOWN TO (E) SLAB.(N) FINISH FLOOR BY OTHERS. — — — — AND ORDINANCES CONCERNING DEMOLITION CORE & SHELL 06/07/2018 Z SI- 2 OPERATIONS, RECYCLING,AND RESTRICTIVE m o I- n i REMOVAL. SSUEIT SET DATE Q W L- B. LIMITS OF DEMOLITION SHOWN IS FOR GENERAL Z m 0 II / DEMO DOOR GUIDANCE ONLY. CONTRACTOR SHALL ASCERTAIN THE FULL EXTENT OF DEMOLITION Drawing: OZix z LI / REQUIRED TO ACCOMMODATE THE NEW WORK O Z / AND PRODUCE A CONSISTENT APPEARANCE. C. PROVIDE TEMPORARY EXITING AS REQUIRED DEMO PLAN _ 0 AND APPROVED BY LOCAL FIRE MARSHALL. I— IDU D. COORDINATE ALL DEMOLITION AND SALVAGE W Z Z WITH OWNER. OWNER TO COORDINATE Ce Q W REMOVAL OF EXISTING FURNISHINGS, FIXTURES Q ‘.AND EQUIPMENT UNLESS NOTED OTHERWISE. U) 0 O E. CONTRACTOR SHALL BE RESPONSIBLE FOR Z I— SHORING OF EXISTING STRUCTURE AS V = F. CONTRACTOR SHALL VERIFY EXISTING g Ce I— CONDITIONS AND NOTIFY ARCHITECT O < 1— IMMEDIATELY OF DISCREPANCIES. u.1 w O= G. IF EXISTING BUILDING IS TO REMAIN OCCUPIED Sheet No: cn I = DURING CONSTRUCTION, CARE IS TO BE TAKEN W H f- TO MINIMIZE NOISE, DUST, ODOR AND I LI- O - DISRUPTION OF OCCUPANTS AND UTILITIES. ALL I- BUILDING OUTAGES REQUIRED FOR COMPLETION OF WORK TO BE SCHEDULED WITH AD . O1 OWNER WITH 48 HOUR ADVANCE NOTIFICATION. • � V , , , •,, , •• Ir ,N, •• , Iv w •� PLUMBING FIXTURE & ACCESSORY SCHEDULE DOOR SCHEDULE GENERAL/DOC), R SCHEDULE NOTES PLUMBING DOOR FRAME P-1 WALL MTD SINK z z A. PROVIDE SAFETY GLAZING PER CODE. _ P-2 FLR MTD FLUSH VALVE TOILET CC 0 0 B. SWINGING DOOR DIMENSIONS ARE ACTUAL DOOR SIZE. CONTRACTOR TO li EXISTING STRUCTURE, ~ � P-3 WATER HEATER W �� OORDINATE FRAME AND ROUGH OPENING DIMENSIONS. 0 "lk VIF EXISTING STRUCTURE, ACCESSORY SCHEDULE CO2 V) 0 0 to C. SECTIONAL DOOR HEIGHT AND WIDTH ARE THE ROUGH OPENING SIZE. /A SEALANT&TAPE PER, ACC-1 18"X36"WALL MTD MIRROR VIFACC 4 TOILET PAPER DISPENSER APPROPRIATE DOOR SIZE TO BE COORDINATED BY CONTRACTOR. ACC-2 SOAPDISPENSER LU OQ UL#U419 ACC-5 TOILET SEAT COVER DISPENSER Z z z D- ALL DOOR HARDWARE TO BE APPROVED BY OWNER PRIOR TO INSTALLATION l'i:!!!!!!11 EXISTING ROOF TRUSS, ACC-3 PAPER TOWEL DISPENSER ACC-6 GRAB BARS _ = _ = p SCOTTIEDWARDS ARCHITECTURE LLP. MIN. 20 GA I– O_ U_ Z Z N p � = I— U IL OU IL C� _ 2525 E Burnside S>v�treert, Portland,QR 97214 6 I DEFLECTION TRACK VIF O p W = O Q � moil" SEE A9.01 FOR TYP FASTENER INFO phones (503)226-3617 www.seallp.com cc SEE A9.01 FOR TYP c I ►�� EXISTING ROOF TRUSS, FASTENER INFO •;-: _ .• ; _ , 100A 3' 0" T 0" 0' 1 ALUM EXIST ALUM EXIST TEMP A • \ ca 3/4" ESTROOM �� VIF d d w 102A 3'-0" 7'-0" 0'- 1 WD T.B.D. HM T.B.D. N/A B i 1111MI 11\ MIN- 18 GA 3/4" 03 " (S. 13N I DEFLECTION TRACK I _ \ 103A 3'-0" 7' 0" 0' 1 WD T.B.D. HM T.B.D. N/A BP-Q P-2 1' 6 B SEE A9.01 FOR TYP V 3/4" CO MINI N IW1-6 � , " FASTENER INFO �, l 1 _ CLG-1 ' ' a 103C 3'-0" 7'- 0" 0'- 1 HM N/A irj°9(io3A) - 5 0�` © •SER RIMM L / A2.i 2HR A Y SEALANT&TAPE PER CLG-1 _ W ` HARD Y��ARE/SCHEDULE MIN. w/r , / 4 Q I . UL#U419 0 �. ' 0 b y � _ , 9'-0". - w HARDWARE GROUP A: (TO MATCH EXISTING) LEVER HARDWARE W/STRIKE, ` a J 0 .,r21 `�F3TLAND,OREGON ca � EXISTING CONC SLAB -'IS it - - � � KEYED ON EXTERIOR SIDE, CLOSER, HINGE SET = •\ � � (,��#4� ° I , `► �+ /�_"tea r A IA\ A (E)ACT 9 w HARDWARE GROUP B: THREE BUTT HINGE SET CLOSER, LEVER SET, A !r"1 IW3-8 OF 00&) c.r IW2 3 a NRA CYLINDER, OCCUPANCY LOCK, KICK PLATE NRZ A O , NR A N ° cv' w 1 6 � mI DEMISING WALL SECT0 PARTITION WALL DTLAl CLG-1 w , r6" Digitally signed by Peter Grimm f MIN. Q 1 , / �s Date: 2018.06.06 17:50:21-07'00' 5 1 1/2" = 1'-0" 1 1/2"= 1'-0" q)-1) P-2 MIN. p w 14210 SW ,• �102A� / �� BARROWS RD. Zo A 0 — EQ- .�+_EQ M IW2-3 IW16 Job Number: 18059 N NRA 2HR A CC 1 -; TIGARD, OR 97223 U – ( 33'-4 3/8" 3 5/8"), 7'-0 5/8" s 2 I-- o- w TENANT -II ill 4 SPACE 4 rr. 111111111 I A2.11 100 ME A2.11 IIII 1 0 z z l I I � . ,4 I 1 I 1111111 - I il i , I I • I 1111111111111111111111111111 I i 1 o I I 0 1 EW1-X 1 I 1 NR T 1 1 I I 4 Ab. e - i 'M 1 , PROJECT PROJECT re• W REFLECTED CEILING PLAN NORTH FLOOR PLAN �R► Q 0 1/4"= 1'-0" 0 1/4"= 1'-0" 111, Ce 0OV LU CT W = ASSEMBLIES KEYNOTES LEGEND GENERAL SHEET NOTES Oa a J Q - - A. FIRE EXTINGUISHER LOCATIONS TO BE DETERMINED BY FIRE MARSHALL ON SITE PRIOR TO C Z D' W ACOUSTICAL BATT I,rI I . (N) METAL LATH AND0 (N) STOREFRONT ENTRY DOOR TO MATCH EXISTING. 2 HOUR RATED ASSEMBLY OF 0. CORE & SHELL 06/07/2018 > _ VII PLASTER TO MATCH •17 .-0-- 5/8"GWB 5/8"GWB ( (2) LAYERS 5/8"GWB NEW WALL B. MAINTAIN FIRE RATING OF WALLS AROUND FIRE EXTINGUISHERS, CABINETS,AND OTHER PERMIT SET Q W INSULATION III 1 . 2O (N) WALL MOUNTED SINK. RECESSED ITEMS. J I EXISTING , ISSUE DATE 8"X 20 GAGE MTL �I 3-5/8"X 18 GAGE 6"X 20 GAGE MTL C. PROVIDE ACOUSTICAL SEALANT AT FLOOR/CEILING/WALL TRANSITIONS, RECESSED BOXES, Z m o L- —�/ (N)WALL FRAMING L EXISTING WALL AND PENETRATIONS OF SOUND RATED ASSEMBLIES AND OTHER CONSTRUCTION. I– 6"X 20 GAGE MTL ,;ill' TO MATCH EXISTING STUDS @ 16" OC ��� MTL STUDS @ 16" ` STUDS @ 16"OC 3O (N) FLUSH VALVE FLOOR MOUNTED TOILET. (9„ Q Z STUDS @ 16"OC WALL- "�1 OC D. PROVIDE MOISTURE RESISTANT GYPSUM BOARD TYPICAL AT ALL RESTROOMS- Drawing: E. WHERE PARTITIONS ARE FIRE RATED AND INCLUDE PROPRIETARY MANUFACTURERS, NO O z N 4 (N) GRAB BARS. (N)8" RECESSED CAN LIGHT SUBSTITUTIONS ARE ALLOWED. W Q Z �- ' T �,, ♦rl (N)WRB __40, ACOUSTICAL BATT illb--- ACOUSTICAL BATT ACOUSTICAL BATT MODEL:T.B.D. F. PROVIDE DEFLECTION HEADS PER TYPICAL METAL FRAMING DETAILS. FLOOR PLAN & _ U `� ( �ul INSULATION i' INSULATION - INSULATION 5O EXISTING SUSP CEILING, SOFFIT, &LIGHTING TO G. FOR TYPICAL LIGHT GAUGE METAL FRAMING DETAILS SEE A9.01. 0 Z (N) PLYWOOD ♦ REMAIN. (N)VENT FAN H. UNLESS OTHERWISE NOTED, WALL FRAMING AND FINISHES BOTH SIDE EXTEND TO REFLECTED CEILING Z LV I 1 . 1I111 I SHEATHING TO I MODEL: T.B.D UNDERSIDE OF STRUCTURE ABOVE. Ct Q Q , _41._��j 1 1 �� iAi MATCH EXISTING �, / I. ALL CEILING HEIGHTS ARE FROM FINISH FLOOR ELEVATION. PLAN I- _ ♦ 5/8"GWB 5/8"GWB (2) LAYERS 5/8"GWB © (E) STOREFRONT WINDOW TO REMAIN. J. CEILING MOUNTED DEVICES ARE SHOWN FOR ARCHITECTURAL INTENT ONLY IN SELECTED W I` (N)THERMAL BATT I 4 1 • ROOMS. DEVICES NOT SHOWN SHALL NOT BE INTERPRETED AS NOT REQUIRED. IT IS THE Z E' (N2) LAYERS 5/8"GWB Jr ll INSULATION R-21 MIN I e 70 DEMO (E) FLOOR DOWN TO (E) SLAB.(N) FINISH FLOOR RESPONSIBILITY OF THE CONTRACTOR TO SATISFY THE REQUIREMENTS OF THE LOCAL = W „r �I BY OTHERS. JURISDICTION FOR QUANTITY AND LOCATION OF DEVICES THROUGHOUT THE PROJECT. L NOTE: FRAMING NOTE: FRAMING 111 \ • OBTAIN APPROVAL OF THE LAYOUT FROM THE ARCHITECT PRIOR TO INSTALLATION OF ALL I-= Iri�inf, (N) GWB TO MATCH - EXTENDS TO BOTTOM �' EXTENDS TO BOTTOM �_� SYSTEMS AND DEVICES. 0 Q ? I� rllll i EXISTING EXTERIOR OF STRUCTURE. 4 OF STRUCTURE. K. CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED FOR WALL MOUNTED SINK&ALL W r r WALL FINISHES TERMINATE FINISHES TERMINATE RESTROOM ACCESSORIES. Sheet NO: III _ = AT 4"ABOVE FINISHED AT 4"ABOVE FINISHED W F- CEILING. CEILING. UL#U419 CLG-1 HARD 21D GYPOSUM CEILING EW1 -X OEXTER OR INFIOLL WALL IIIU3-8 OMT 1 STUD PLUOMBING WALL Iwo) 1 OMT STUD PAROTITION WALL IUM -6 O;HR RATED DEMISING WALL INTERNATIONAL BUILDING CODE (IBC) SECTION 1607.14 © CONT. STRAPS: 2"X 20 GA. @ 2'-0" 0/C VERT. MAX. INTERIOR PARTITIONS: SCREW TO EA. STUD W/(1)#8 WHERE WALL FINISH 2 A9.01 DOES NOT OCCUR A9.01 INTERIOR WALLS AND PARTITIONS THAT EXCEED 6 FEET INS 1 E A _ HEIGHT, INCLUDING THEIR FINISH MATERIALS, SHALL HAVE UNDERSIDE OF ADEQUATE STRENGTH AND STIFFNESS TO RESIST THE LOADS TO 4116/ WHICH THEY ARE SUBJECTED BUT NOT LESS THAN A HORIZONTAL STRUCTURE LOAD OF 5 LBS PER SF . SCOTT I EDWARDS ARCHITECTURE LLP. BASED ON NORTHWEST WALL AND CEILING BUREAU FIELD I TECHNICAL INFORMATION STEEL FRAMING 200-501 2525 E Burnside Street, Portland,OR 97214 CEILING _ CEILING WHERE A NON-LOAD BEARING PARTITION (GYPSUM BOARD OR PLASTER) OCCURS - - - phone: (503)226-3617 www.seallp.com THAT ENDS AT, OR JUST ABOVE A SUSPENDED LAY-IN TILE CEILING SYSTEM REQUIRES LATERAL SUPPORT BY MEANS DIRECTLY ATTACHED TO THE STRUCTURE. DO NOT USE LAY-IN E ` ' ACOUSTIC CEILING GRID AS AN ALTERNATE METHOD OF BRACING (Sille4k%. '6 \ 6 � \\ // Q INTERIOR NON-LOAD BEARING WALLS a) A9.01 // \ ` ` EXCEPTIONS: • ETER RIMM a \ / \\,/ • IF END OF PARTITION IS WITHIN 8 FEET OF AN /\ /\ INTERSECTING PARTITION, LATERAL SUPPORT IS NOT / \ /� �� REQUIRED. © / ` •• PARTITION MAY BE ATTACHED TO CEILING GRID IF THE OREGON • 0 0 - , , > ORTLAND, co , , A9.01 ��� ��� \�\ TOILING SYSTEM SUPPORTTHEHAS PARBETION EN DESIGNED (ENGINEERED) 0FINISH FLOOR LICENSE#4965 IT IS ACCEPTABLE TO ATTACH THE PARTITION TRACK TO THE OFo0-0°-) I NW 3 4 I CEILING GRID SYSTEM TEMPORARILY FOR ALIGNMENT UNTIL SINGLE A9.01 A9.01 OPENING OPENING PERMANENT BRACING IS INSTALLED COl - 4'-6" MAX. 8'-6" MAX. Digitally signed by Peter Grimm A PARTITION MAY BE ATTACHED DIRECTLY TO THE SUPPORT Date: 2018.06.06 17:50:28-07'00' 5 AND/OR FRAMING MEMBER OF A SUSPENDED GYPSUM BOARD OR PLASTER SYSTEM AT op LO 12" O.C. WITHOUT LATERAL BRACING 14210 SVV co 4 TYPICAL SECTION 0,, LIGHT GAGE METAL FRAMING TYPICAL ELEVATION MAXIMUM PARTITION WEIGHT IS 15 LBS PER SF Co BARROWS RD. U O J ,,I Job Number: 18059 5 a) TIGARD, OR 97223 U ± 1— CLIP ANGLE: a 1 1/2"x 1 1/2" MIN. X 4"X 20 GA. w W/(2)#8 SCREWS EACH LEG STRUCTURE ANCHOR PINS: J (2) HILTI DN 32 P8 POWDER DRIVEN FASTENERS W/ DEEP LEG 2""SLIP"TOP DOUBLE STUDS --= 1 1/8" EMBED (.145" 0) @ 32" TYP STUDS TRACK W/(2)#12 SM (BOXED) O.C. DBL STUD 2 1/2" SCREWS @ 12" OC 1 1 � _ ANCHOR PINS: TYP STUD PER PLAN TYP STUD Ell (2) HILTI DN 32 P8 POWDER PER PLAN PROVIDE ANCHOR PIN EA. SIDE OF EA. STUD 1.11 ? L- A J DRIVEN FASTENERS W/1 1/8" `� EMBED (.145" 0) @ 32" O.C. 111111=1 J - + N ' 1/8" MAX. GAP HUNG CASEWORK A II #8 EACH FLANGE #8 EACH FLANGE MIN. 18 GA DEFLECTION TRACK r 16 GA TRACK W/NESTED STUD + , + + + I 1 1 + STITCH W/#8 SM SCREWS @ T ° a ° T ° 12"0/C. METAL STUD PER PLAN ° ° v ° a v a ° °. a ., ° a -- O. a ;s7 ° a 2" 2" G 2," i2 MAXTYP P MAX @ OPENINGS -/—/— M,AX TYP MAX TYP 6 TYPICAL HEADER @ OPNGS < 4'-6" 0 TYP TOP TRACK - DEFLECTION 4 BOTTOM TRACK AT OPENING TYPICAL BOTTOM TRACK CLIP ANGLE: 6"x 16 GA. MIN. METAL 1 1/2"x 1 1/2" MIN. X STRAP W/MIN. (3)# 12 X 4"X 20 GA. W/(3)#8 1/2" SM SCREWS AT EACH SCREWS EACH LEG STUD i EXTEND BACKING ACROSS (3) STUDS MINIMUM AND ,_ TO LAST STUD BEYOND 4"X 16GA MIN TRACK I! 2X FRT WOOD AS COMPONENT AS BLOCKING IN,46_ BLOCKING + + + CLIP ANGLE: METAL STUD PER METAL STUD PER —�- 2 1/2" 1 1/2"x 1 1/2" MIN. X PLAN AND DETAILS PLAN AND DETAILS T dr 4"X 20 GA. W/(3)#8 SCREWS EACH LEG cG• w 0 TYP BACKING o eG� SOU D w w .7..1Q U m0ce Z = = CORE & SHELL 06/07/2018 o I PERMIT SET zw w0 ISSUE DATE C9, 0 Z Drawing: imZI a o TYPICAL LIGHT w Z Z GAUGE STEEL cc a FRAMING DETAIL O I— W > Z I— § F, Lli —§ F _ g re 1-- c < ' w w O Sheet No: f— I- 05 A9 . O1