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Plans BU P2018-00175 I i - RENEWED FO R PERMIT SET CODE CONWT,IANCE T . TI . 06/07/2018 RECEIVED JUN 7 2018 CITY OF TIGARD . ._. .; gar f -_z %.� +_.' BUILDING DIVISION . - ). - ... . . - ..ko , pill. , ._.: I , ,,,_-: . . , ..... . .. .. ,.. „,_.. . ,, _.4 , . ,., COPY .„ . ., officE __. 4 - , . ,_ J :y i� CITY OF'TIGARD • '' F,REVIE FOR CODE COMPLIANCE Arsrovc I ,�,0"r CO Permit#s d�i/�r�(����[UCS! 7�' �� Address: r+ __ G W r n '.s f . , Suite , • Y i Date: 7- I a ..:ilia- � . ... ... _. 7. ly e L H 141 P1/4tC . f.. S V kiVALN111- s SW V74, yrs , ' ` '''..-,,, ., - Al f? p, - ' -7.1 1 a a ,t' a 1 p mY 0 M •/x �_. �k' �� -1._i { OF PERMIT VALIDITY !_a ;' r I : THE ISSUANCE OFA PERMIT 1,,:... y i , k. BASED ON CONSTRUCTION ,- _ - _,, SHALL NOT PREVENT DOCUMENTS AND OTHER ,. DATA ; THE CODE FROM FFICIAL a) REQUIRING THE CORRECTION < M OF ERRORS. OSSC 105.4 ^ r a ,..._. . , . - ' , .../.,, i t fSW- WAL. NU `_, ,:' , - ,f,,,,...&) _. s r -- s (S.-OF-D 4.41p, % kETER . RIMM Ie WRTL.AND,OREGON g O to A,ci LICENSE#4966 ❑ OU OF 00 J Q V n 03 0--J a Digitally signed by Peter Grimm 14200 SIA/ BARROWSRD ■ Qate: 20 f 8.46.06 17:48:09-07'00' ClZ CL 111 H Z m 0 (9QZ o } n TIGARD , OR 97223 S1E A z w z W SGOTrIEDWARDS ARCHITECTURE LIP. N v 2525 E Burnside Street, Portland, OR 97214 CD phone: (503)226-3617 www.sezdlp.com 0 = I— CI ❑ a15 w w r = CITY OF TIGARD � o � Approved Planning Date: A nitials: cc, 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 ® EXIT SIGN PROJECT DESCRIPTION TENANT IMPROVEMENT SCOPE OF WORK IS TO ®••e 2 HOUR RATED ASSEMBLY SHADE INDICATES ILLUMINATE CONSTRUCTION TYPE TYPE V-B, NON-SPRINKLERED INCLUDE: NEW PARTITION WALLS AND HEADER AT FACE. ARROW INDICATES GENERAL DIRECTION TO EXIT EXISTING CEILING. t AREA NAME ALLOWABLE AREA PROJECT VALUATION: $30,000 G0.01 GENERAL PROJECT INFORMATION & CODE SUMMARY SCOTTI EDWARDS ARCHITECTURE LLP. NAME EXIT A I Occ Grp OCCUPANCY(CH. 3) 100 0" COMMON PATH]: ALLOWABLE AREA BASIC ALLOWABLE AREA 9,000 SF/2 STORY AREA : 3,997SF SF AREA(SF) TABLE 503 TOTAL BUILDING AREA 3,9972525 E Burnside Soret, Portland,OR 97214 OLFI # OCCUPANT LOAD FACTOR/ TENANT SPACE AREA:2,055 SF ARCHITECTURAL phone: (503)226-3617 www.seallp.com EXIT A SF 11 STORY Function NUMBER OF OCCUPANTS E. .,. _. EXIT PATH A0.01 ARCHITECTURAL GENERAL NOTES & GENERAL 4 100'-0" FIRE SEPARATION PROJECT ADDRESS: 14200 SW BARROWS RD. DIAGRAMS CO FUNCTION (CH. 10) IcE INDICATES AREA REQUIRING TIGARD, OR 97223 A2.10 EXISTING FLOOR PLAN i MINIMUM 1 FOOT CANDLE OF TABLE 508.4 FIRE SEPARATION OF OCCUPANCIES ARE NOT REQUIRED PER OSSC TABLE 508.4. AD.O1 DEMO PLAN TAX MAP: 2S104BB08000 .591 jA ILLUMINATION RED FROM THE FLOOR FOR EUDDURATION EGRESS DESIGN A2.11 FLOOR PLAN RIMM 'IA m OF 90 MINUTES PER OSSC ZONING: C C{COMMUNITY COMMERCIAL) A9.01 TYPICAL LIGHT GAUGE STEEL FRAMING DETAIL c 1006.2. EMERGENCY POWER TO BE PROVIDED PER OSSC 1006.3. • R SECTION 1004.1.2 OCCUPANT LOAD DINING: 24 OCCUPANTS PROJECT TEAM to RTLAND,OREGON I- -6 POS 1OCCUPANT o GAMING: 15 OCCUPANTS 71,1)% LICENSE#4966 I `iMi \\till/,= \1I!!/i `1111/1 111//1 \\IN/i \III// 1`llll/� KITCHEN: 4OCCUPANTS �6j 2 �� � � � � �� STORAGE: 1 OCCUPANT OWNER BARROWS PLAZA, LLC OF O i i i ,----i„; 'i ..,.F...-----?7, i OFFICE: 1 OCCUPANT PO BOX 880 cit '//111\\' /1+11\x\ /1111\'' /I;I\\\\ /1111\ //111\\ /11 1\\ "111\\\ 46 OCCUPANTS KETCHUM, ID 83340 ml EXIT B Digitally signed by Peter Grimm SECTION 1014.3 COMMON PATH OF EGRESS : MAX 75' 25'-3"+3'-2"+7'-4"+4'-6"=40'-3" TENANT PAT CAHILL Date:2018.06.06 17:48:26 0700' I K-HILL& SUN LLC COL -:.. ...: - SECTION 1016.2 EXIT ACCESS TRAVEL DISTANCE: MAX 200' 26'-0" + 16'-0"+ 16'-4"+8'-6"=66'-10"(HALL TO EXIT A) 8860 SW 69TH AVE co ��� PORTLAND OR 97223 /;,J,7 . - i�oi s o o „ " 14200 SW co /7:,� iiiG iiii )r'P- ���`� SECTION 1005.3 EGRESS WIDTH 46 OCC X.2"= 9.2 r1�',/ ? CONTRACTOR REMODELING AND MAINTENANCE SERVICES, INC. 34"MIN!108" PROVIDED �'�.' �,�.. ry PO BOX 231061 1 t .44 .., „ , „ BARROWS RD. ttcti 1 r r ,4/ SECTION 1015.2.1 WHERE (2) EXITS ARE REQUIRED, EXIT DOORS 59-4 /2=29'-8 READ BETWEEN EXITS PORTLAND, OR 97281 J I J ,'4 SHALL BE PLACED ONE HALF THE DISTANCE OF EXIT DOORS PLACED 49-1 APART TEL(503)330-7267 / O / t 4.�._ THE MAXIMUM OVERALL DIAGONAL: CONTACT: BOB PAVLUKOVICH GENERAL PROJECT NOTES "-' / 1 EMAIL: BOB@RAMSERVICES.BIZ Job Number: 18059 _ �f sa) , ► J J,/ SECTION 1021.2 MINIMUM NUMBER OF EXIT DOORS REQUIRED:(2) (2) READ/(3) PROVIDED CBD: 66997 //i7"Ii/ s�' '- s s • 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS TIGARD, OR 97223 U � ma MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. 2 _ �/� ^'� ' �! /� // LL I 2525 E. BURNSIDE STREET �� �,/ PORTLAND, OREGON 97214 a F � y �l///.% //I i / ,ter 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS 0. 1 i�/i, A ,' TEL 503.226.3617 W I jJ res;+�� SECTION 2902.1 (1) PER (25) FOR THE FIRST(50)AND (1) PER(50) FOR THE EXCEEDING (50). FAX 503.226.3715 TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY � �� CONTACT: JSPEARMAN DISCREPANCY PRIOR TO CONTINUING WITH WORK. J WATER CLOSET CALCULATION IL I I ,/:. JSPEARMAN@SEALLP.COM T_. 2 : I,: p 4,, I 1 O (TOTAL OCCUPANT LOAD/2)X FIXTURE RATIO 3. GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM ' (46/2)X.04= .92(1)WATER CLOSET PER SEX MINIMUM REQUIRE/] CLEAN CONDITION AT ALL TIMES DURING THE PROJECT. , i i 10 ,.� 4. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, J LJ U ® " LAVATORY CALCULATION DEFERRED 1 BIDDER D D E R DESIGN ITEMS INCONSISTENCIES OR OMISSIONS HE OR SHE MAY DISCOVER. THE ply TOTAL OCCUPANT LOAD X FIXTURE RATIO CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE H HAS NOT BEEN BROUGHT TO THE ��� / � .✓•� (46/2)X.025= .575(1) LAVATORY PER SEX MINIMUM REQUIRED CONTRACTORSTART OF CONSTRUCTION SHALL PROVIDE DESIGN, ENGINEERING, FURNISHING AND ATTENTION OF THE ARCHITECT. B NG UNFORESEEN CONDITIONS TO ME IN /, INSTALLATION OF A COMPLETE, FUNCTIONING SYSTEM(S) BASED ON THE SCHEMATIC ATTENTION OF ARCHITECT UPON DISCOVERY AT ANY POINT. THE MEANS OF 'f%�f Vii! ` ' 1 �/ ACCESSIBILITY LAYOUT SHOWN ON THE ARCHITECTURAL DRAWINGS, DESCRIBED HEREIN AND IN CORRECTING ANY ERROR OR UNFORESEEN CONDITION SHALL FIRST BE / COMPLIANCE WITH PREVAILING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE APPROVED BY THE ARCHITECT. H u I--I _�. v,- 4 c. - FOR FINAL ORDERING OF ALL DEVICES AND FIXTURES TO ENSURE PROPER OPTIONS, 5. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID �'/ /7%irri/ / - SECTION 3411 THE ALTERED AREA HA5 BEEN ASSESSED BY THE APPLICANT TO CHAPTER 11 OF THE OSSC ACCESSORIES AND CONFIGURATIONS. CONTRACTOR SHALL PROVIDE COMPLETE FOR BY THE INDIVIDUAL TRADE. f DESIGN AND DOCUMENTATION AS REQUIRED FOR SUBMISSION TO,AND APPROVAL 44r ��. Y,� / AND FOUND TO BE COMPLIANT. OF ARCHITECT, OWNER, AND GOVERNING BUILDING DEPARTMENT. 6. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR ��'"� /,,,..;17(.1 . / ./".',ATV', C CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE �''r� j ///�� UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD, THE ARCHITECTS REVIEW OFA SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF I � '� / CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. / //.. �• ;yr AGENCY FOR PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT FEES. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION %�/ i,.'. �.��f�/�J ' j SW BARROWS RD OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO .�'' , %%�//�� ` G e4 A PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL / A 7Z / �• 122'-6" - 1. MECHANICAL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY '� , 4a 2. ELECTRICALDAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE E .�;, 'T I I - - -- - �r� f�.M.-M-- -- = 3. PLUMBING WORK. 8. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE if I &A �� N. d USED BY WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL r 1 1 '_//`�r SUBCONTRACTORS' CONSTRUCTION SETS REFLECT THE SAME INFORMATION. . EXIT A 1 1 1 ,, j�, ��, THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE p COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS, _A L gyp' ADDENDUMS, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE '' I MADE AVAILABLE TO BUILDING AND FIRE INSPECTIONS FOR REFERENCE %bk.\ DURING CONSTRUCTION. r 1 I. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF CiLIFE SAFETY FLOOR PLAN ../ THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE 1/8"= 1'-0" + THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. `�� 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS TY OF ANY It11/ 1111/ 1111/ 141// 1111/ 1111/ 14+1/ �Ik11/, � ENERGY CODE COMPLIANCE: 2014 OEESC CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERAND METHODS AND SHALL MAINTAIN THE TCALILOAD ICA CARRYING SYSTEMS ARE COMPLETED. - -- -- __ „ = PROJECT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR/Ill\� �1+i1\� X1111\� X1141\� �Il ll\� �/+11\� X1111\� �I141\� NORTH REMEDY ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP 3•try '/ :' ��*IOW p E$ � a �.�.>. -- XIT B Al .,�f ;. ,,, :�.. WHICH SHALL APPEAR WITHIN ONE (1)YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. uQ o TALE 50 .11.11 13. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR : - -::_l_. �.---. __..._- _ -`_- -_. , .,- CABINETS, 'i I ( 5 � E4MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT,ACCESSORIES, ! ,/ BUILDING ENVELOPE REQUIREMENTS-OPAQUE ASSEMBLIES CABINETS, ETC. O O - �,; , -971 --. 14. CONTRACTOR TO PROTECT ALL TREES AND ROOTS NOT SLATED FOR _0 • CLIMATE ZONE AJ1 other 1 Group R REMOVAL DURING CONSTRUCTION. iiiiil /.. T• • im . ��1��® 15. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA r L �' I �/ 0 1•- R AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT I v f ,gyp i ) Insulation entirely above deck R-2llci R-20ci INTERFERE WITH DAILY OPERATION OF ADJACENT PROPERTIES OR PUBLIC - '"""" RIGHT OF WAY. r IN*_I Meta\buildings(with 1 7[GAi5m9BsINFG l ""� 3 `o 16. GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING. ,1 _ sc �,,z : ,;.2",,:; ;.., _ I oa Zthermal bloclks� R-13+ 13 R-1g\ • �C �� $c i ��% �i/� J I• -�! I �i !/�l�i'���:��� '' m ilk B Q Attic and other R-38 It 38 11 115 f�����/ �/�1 P:#3/ :: I GAMING t. . . . r .. MlAJ flrade I I urn X 1 11 1 �I i u) Mass R-11.4ci R-13.3ci I STORAG i. . i _' R-13R-13 -� i Y 1 I B ... --- ... ,� 42 0 SW BARROWS RD. Metal lalffldtri. +R-5 6c +R .tac Ce N 1 -Y 86 SFX to'',w ^^'��, - Metal framed R-13+R-7-Sot R-13 +R-7Sci O 1 I � - W T {2,145 SF) - - 200 1 I : /,: i R-13 +R-3-8ci R-13+R-3-8ci re I,,, 1• D I.STOitAGE KITCHEN I e r Wood framed and otter s - or R-21 or R-21 W UI = p N T 697 SF +}� =^�) I 1\ \ Mile,Below Grade enWr.. HLI ® 200 4 ® �� I J Q V ,- I _KITCHEN = \I1 I Below grade waIld R-?S�ci R-7 5ci �� , L\ Floors VICINITY MAP z 6. a wnuin ., •` -- I Mass R-10ci R-12.5ci �`ly= ;" .. r T.I. PERMIT SET 06/07/2018 1EXISTING ACCESSIBLE ROUTE/ENTRY EXISTINGJ © � IJ TRASH igi Joist/Framing(steel/wlood) R-30 R-3Q ��►�,�,«.rLpW _ (33) PARKING SPACES TOTAL ENCLOSURE slab-ons Floors7:111'4'"1*:)°,:11.1/117 ISSUE DATE O _.. - r r r r rrr r r r"� r s r� r r mow. �. r �r .r r r I r r r r _l - 1. -_ °4 R-lel for Z4 tn_ ��'' ry���mbelow • O Z 7 a 152' 6" Unhealted slabs NR r ls DrawingCL Z 111 O } f1 It-1 fo€2 111 R 15 for 24 ifl. ,, g &�tit9ae�� � �Wa o I I ® 1 ,�II slabsbelow l�elo+w , .� GENERAL PROJECT 2 2 0 DINING II OFFICE 1 1 - ❑ B 4 B ,,,��► I ue ;,4,. B e e 1 totINFORMATION & ili Z w 3515E 42 SF n�� �� Swinaine U-0.70 U-0.70 �. � ' FCODE SUMMARY Ce a 15 24 10DI 1 i,� � a 1-- J Roll-up or slidf U-0.50 v-11513 U) - DINING I OFFICE , '" • U IT I0 0 - 000 . 0 -, SW ii ommit:4,T LL 1p --' 0 . * • 0 \ . , ' _L . .''''''''- ' . **-7-1 g-j:i Ci ,7-'-''''''''''"'''' , -:,Ne 4 IL - g � H 66SF '� ' _ v ; ti CI LIC i J20a0s 1 j °'1. ' Sheet No: W LL H' PROJECT 410.14.0+ .r.6,ARf;,�, nu d ? NORTH , L, ., NORTH I- 0 � �� roe� �. , ' G0 . 01 OCCUPANCY PLAN SITE PLAN / 'ko ..., . s 5,:, ,,.--. 1/8"= 1'-0" �1 l 1„ =20'-0" " ®, MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS ABBREVIATIONS R/ PHI SYMBOLS - PER ICC A117.1-2009, FIG. 404.2.32 NORTH ARROW •' r - - - -. - - L ANGLE GR GRADE SIM SIMILAR NORTH AT GND GROUND Sc SOLID CORE CL CENTERLINE GYP GYPSUM SP SOLID PIPE �18"MIN. � , �, �12"MIN. �� DIAMETER OR ROUND GWB GYPSUM WALL BOARD SSM SOLID SURFACE MATERIAL . . - i E„ A • 1 # POUND OR NUMBER S SOUTH GRID LINE ' I HNDCP HANDICAP SPK SPEAKERS ' " ARCHITECTUREWARDS L� 3 P. � ` �' AFF ABOVE FINISH FLOOR HDWR HARDWARE SPEC SPECIFICATIONS 0 - - 2525 E Burnside Sheet,Portland,OR 97214 AFG ABOVE FINISH GRADE HDWD HARDWOOD SQ SQUARE ne:(503)226-3617 wwar.asallp-corn _ ACT ACOUSTIC CEILING TILE HDR HEADER SF SQUARE FOOT _ VERTICAL DATUM ^, ' T ADJ ADJUSTABLE HVAC HEATING VENTILATING AIR SIN STAIN E .-----) ALT ALTERNATE CONDITIONING SS STAINLESS STEEL NAME 4 •IF BOTH CLOSER AND LATCH AREALUM ALUMINUM HT HEIGHT STD STANDARD ELEVATION qlj PROVIDED - AB ANCHOR BOLT HPL HIGH PRESSURE LAMINATE STA STATION C (a)FRONT APPROACH PULL SIDE (b)FRONT APPROACH PUSH SIDE ANDD ANODIZED HC HOLLOW CORE STL STEEL ROOM NAME AND NUMBER STRUCT STRUCTURAL •:.!!. .444.M APPROX APPROXIMATE/ HM HOLLOW METAL � c APPROXIMATELY HSS HOLLOW STRUCTURAL STEEL SA SUPPLY AIF; NAME +: 10, .. . ... . ARCH ARCHITECTURAL 1 HORIZ HORIZONTAL SUSP SUSPENDED L1 01 f: }- ARCHITECT HP HORSE POWER SYM SYMMETRICAL . .:. r,,,A, ,OREGON DIMENSIONS AD AREA DRAIN HB HOSE BIB EXTERIOR ELEVATION ASPH ASPHALTTEL TELEPHONE ' WC' AC ASPHALTIC CONCRETE HW HOT WATER I HR HOUR TV TELEVISION , TEMP TEMPERATURE - DRAWING F . 2 A. DIMENSIONS ARE INDICATED IN THE DOCUMENTS, THE DRAWINGS SHALL NOT BRG BEARING NUMBER 1(5 BE SCALED FOR DIMENSIONS. BLW BELOW IN INCHES TER TERRAZZO A3.01. - SHEET NUMBER CO ID INSIDE DIAMETER THK THICK 1 THICKNESS • . Digitally signed by Peter Grimm 1B. IN MANY INSTANCES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF BTWN BETWEEN INSUL INSULATION TIM TO MATCH Date: 2018.06,06 17:48:33-07'00' CI) ELEMENTS ARE TO BE EQUALLY SPACED OR ALIGNED. IN THESE CASES, THE BITUM BITUMINOUS INT INTEROIR TLT TOILET BUILDING SECTION 1 WALL SECTION I NOTATION "EQ"OR"ALIGN" IS USED IN LIEU OFA DIMENSION. BLK BLOCK IE INVERT ELEVATION TSG TONGUE AND GROOVE in BLKG BLOCKING a0 SW C. DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS, REFERENCE TJ TOOL JOINBD BOARD JT JOINT TP TOPT INDICATED DIMENSION POINTS. BOT BOTTOM JST JOIST TO TOP OF 1 .,� NUMBER G cv A4.01 ..4 SHEET NUMBER BARROWS D. DIMENSIONS SHOWN ARE TO GRIDLINE, CENTERLINE OF COLUMN, OR FAGS DF BO Bt.7TTOM DF JH JOIST HANGER TC TOP OF CONCRETE STUD/MASONRY, UNLESS NOTED OTHERWISE. BC BOTTOM OF CURB JB JUNCTION BOX J TC TOP OF CURB _,I BLDG BUILDING E. INTERIOR WALLS WHICH ARE EQUALLY SPACED ARE DIMENSIONED TO TOP TOP OF PARAPET Job Number: 18059 CENTERLINE OF WALL. BUR BUILT UP ROOF KD KILN DRIED TOS TOP OF STEEL C2 KW KILOWATT TOSF TOP OF SUB-FLOOR INTERIOR ELEVATION TIGARD, OR 97223 0 F. DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALLS AS SHOWN CAB CABINET KIT KITCHEN TOW TOP OF WALL 1 ON PLANS OR LOCATED 4 1/2'"FROM FACE OF WALL TO ROUGH OPENING_ CPT CARPET T TREAD OR TILE F1►�4112.,TYP. CSMT CASEMENT TS TUBE STEELDRAWING B -' CEP CAST IN PLACE LAM LAMINATED 4 °:° A5.02 2 LAV LAVATORY TYP TYPICAL ., NUMBER CL CI CAST IRON LB LEADER BOX 3.. SHEET NUMBER --------N) _ CB CATCH BASIN LH LEFT HAND UL UNDERWRITER'S �. CLG CEILING LT LIGHT LABORATORY DETAIL CALLOUT CL CENTERLINE LTWT LIGHTWEIGHT UNF UNFINISHED T 71 1CT CERAMIC TILE LKR LOCKER UNO UNLESS NOTED OTHERWISE 1 DRAWING CWD CLAD WOOD UR URINAL NUMBER CO CLEAN OUT MB MACHINE BOLT A7.01 - SHEET NUMBER CO CLEAN OUT MH MANHOLE VB VAPOR BARRIER CLR CLEAR MFR MANUFACTURER VR VAPOR RETARDER CW COLD WATER MO MASONRY OPENING VP VENT PIPE DOOR NUMBER COL COLUMN MAT MATERIAL VFY VERIFY CONC CONCRETE MAX MAXIMUM VIE VERIFY IN FIELD II ROOM NUMBER CMU CONCRETE MASONRY UNIT MECH MECHANICAL VERT VERTICAL "i01A DOOR CONN CONNECTION MC MEDICINE CABINET VG VERTICAL GRAIN , CONT CONTINUOUS MIL METAL VCT VINYL COMPOSITION TILE CEILING HEIGHT CJ CONTROL JOINT MIN MINIMUM CEILING HEIGHT CTSK COUNTERSUNK MIR MIRROR WSCT WAINSCOTr i ABOVE LEVEL CFM CUBIC FEET PER MINUTE USG MISCELLANEOUS WC WATER CLOSET I 9'-0., MRGWB MOISTURE RESISTANT GWB WR WATER RESISTANT P ACCENT PAINT DP DAMP PROOF MTD MOUNTED WP WATERPROOFCOLOR WHERE DEG DEGREE MULL MULLION W WATT OCCURS DEPT DEPARTMENT WRB WEATHER RESISTANT WALL TYPE SYMBOL DET DETAIL (N) NEW BARRIER ! WALL TYPE DTL DETAIL NOM NOMINAL WI WEIGHT DIAG DIAGONAL N NORTH WWF WELDED WIRE FABRIC PARTIAL HEIGHT/WALL DIA DIAMETER MC NOT IN CONCRACT W WEST '� Of= CONFIGURATION DIM DIMENSION NTS NOT TO SCALE 11V0 WHERE OCCURS ---1,' 1W2-4+tFRAMING OR 1HR�A CMU/CONC SIZE OW DISHWASHER NO NUMBER WE WIDE FLANGE DR DOOR WOW WINDOW I ACOUSTIC INSULATION DO DOOR OPENING OBS OBSCURE W/ WITH i FIRE RATING (IN HOURS) DBL DOUBLE OC ON CENTER WJO WITHOUT DH DOUBLE HUNG OTS OPEN TO STRUCTURE WD WOOD OF DOUGLAS FIR OPNG OPENING WI WROUGHT IRON WALL CONFIGURATION DN DOWN OPP OPPOSITE DS DOWNSPOUT OD OUTSIDE DIAMETER t f i STRUCTURE DWR DRAWER OFCI OWNER FURNISHED \ I \ ,/ DWG DRAWING CONTRACTOR INSTALLED I i i ;--� I � CEILING - DSP DRY STANDPIPE OFOI OWNER FURNISHED OWNER _ _ _ _ ' E- - -,I_- _ _ - Y _ ..1 -1.„. - ... INSTALLED l DISP GARBAGE DISPOSAL I ! EA EACH PINT PAINT Ii ' I E EAST PTD PAINTED _ - - ---_- ELEC ELECTRICAL P PANTRY 3` ELEV ELEVATION PLAS PLASTIC 5- I EMER EMERGENCY PLAM PLASTIC LAMINATE ; a< ENCL ENCLOSURE PL PLATE OR PROPERTY LINE I I ! FLOOR EQ EQUAL PLYWD PLYWOOD B L E EQUIP EQUIPMENT PVC POLYVINYL CHLORIDE X-X EXIST EXISTING PSF POUNDS PER SQUARE FOOT X'-X" PARTIAL HEIGHT WALL; HEIGHT AS INDICATED. (E) EXISTING PSI POUNDS PER SQUARE INCH 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. B W FOC FACE OF CONCRETE QT QUARRY TILE FRAMING AND FINISHES TERMINATE 4"ABOVE ct FINISHED CEILING. BRACE AS REQUIRED. d 2 FOF FACE OF FINISH B" 1.--; FOS FACE OF STUD R RADIUS OR RISER C FRAMING EXTENDS TO BOTTOM OF © 0 FC FIBER CEMENT RWL RAIN WATER LEADER STRUCTURE. FINISHES TERMINATE AT 4" I CII- FG FIBERGLASS REC RECOMMENDATION ABOVE FINISHED CEILING. 0) III FRP FIBERGLASS REINFORCED REF REFERENCE 1H 0 FRAMING AND FINISH ONE SIDE OF WALL PLASTIC REFR REFRIGERATOR EXTEND TO BOTTOM OF STRUCTURE. FINISH FIN FINISH REINF REINFORCEMENT) OTHER SIDE TERMINATES AT 4"ABOVE O. FA FIRE ALARM RE a'D REQUIRED FINISHED CEILING. T3. PERMIT SET 06/07/2018 FE FIRE EXTINGUISER RESIL RESILIENT CI I- FEC FIRE EXTINGUISHER CABINET RB RESILIENT BASE E FRAMING AND FINISHES BOTH SIDE EXTEND z al o FRT FIRE RETARDANT TREATED RF RESILIENT FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. ISSUE DATE }.. }... FLASH FLASHING RA RETURN AIR (9— 8 Z - FLR FLOOR REV REVISIONS FLOOR/FLOOR-CEILING/ROOF ASSEMBLY Drawing: 0 2 FD FLOOR DRAIN RH RIGHT HAND TYPE WFLUOR FLOURESCENT ROW RIGHT OF WAY i ASSEMBLY CATEGORY ARCHITECTURAL h2 0 FT FOOT/FEET RD ROOF DRAIN C( :Li--, ASSEMBLY NUMBER Ill 0 z FTG FOOTING RM ROOM � � "` NOTES I< FDN FOUNDATION RO ROUGH OPENING GENERAL DIAGRAMS Hr- FRZ FREEZER ' WINDOW TYPE CO CO W E-" FURR FURRING SCHED SCHEDULE z I— FUT FUTURE SEC SECTION SAM SELF ADHERED MEMBRANE CIt..., GALV GALVANIZED SSK SERVICE SINK • ACCESSORY/FIXTURE TYPE 4 15 GI GALVANIZED IRON SHTHG SHEATHING U.I W C GA GAUGE SHT SHEET E##) Sheet No: Coi_i i GC GENERAL CONTRACTOR SM SHEET METAL ' u XGL GLULAM SHWR SHOWER I - REVISION -c REVISION NUMBER AO . 0 I RFI 123 -•, REVISION DOCUMENT :::.,::.::.::::: ::.::::::: . E A .. . . _.._ s.corri'EDWARtitS ARCHITECTURE LLP. 2525 E Burnside Stmet„,Portland,OR 97214 phone: 226-3017 ismriv. Ip rn z I VI 0 0 0 WOMENS E 0 o Sp, 'RAM t 1 ,.6 ... , ra -it,* - 0,OREGON v Loam#41956 ''' -- _. -- J \''''''.----.__4 , � "' - - ,\ - - - ,— Digitally signed by Peter Gri�nrr3 I nr 111E L Date:2018,06,0617:48:40-07'00' 't I) .— C) CO is--- A . to . : \ . i ,, , 14200 SW , , : ,_ _.„. ., ,... . ,, ,x- , , ,m I . , :: . . .. , . , . , , , ,,...., ---... ,Q , _ , ..., „,. BARROWS RD. ...., , f - R_____ Job Number: 18059 f _ SINK SINK / : ,.. cr 1 , dTIGARD, OR 97223 r' FD `- r I I mJ I FLR FLR t_„------/A\N-------_.. 1 _ , SINK SINK ,,_,,,:LL----._„ I II 14 :......... Li i - I - I _ DINING DINING SERVICE � Room ROOM AREA 1-- I _....., _,—.,_., r i IIIr Yom; I FLR FD ! SINK 1 r I I r Room I a - --------- - -- -------- ----------_. ...- 1 ELECPANELS Eu I 1 ewn ii,i,iuu.le,iiu.,, a,.,�Y�illnuVi�l:lu.i.,,,,�y�'ui,la iJ,�u41.•Ak'•S d"�ulWw, ;,i a,t, �.lII,::Jaliu,� "uuu,„u','J'..,u,J..ul:l:iAY,LiuW..i YWIl1lllul1l'I, illlY.:uYSu.�ulWi.,�lluuu� AMe�tl�L�11iS,JiIwWIw�L�. i .�..ii:... �.w .ii �.�' ui�.. I� +�I , i��i� . Wi�lu:. ,w�i�i . 1, I 'JT I I k I i I I I I i I I I I I I I I I I i ........ ......wt ..mo••.. ........ =M PROJECT NORTH EXISTING FLOOR PLAN Dt• iii 0 114” = 1'-0" - --........ Mr I CI I GENERAL SHEET NOTES D — < A. ALL KITCHEN EQUIPMENT, PLUMBING,AND FIXTURES ARE SHOWN FOR REFERENCE ONLY a ' w T.I. PERMIT SET 06107/20/8 • WI ISSUE DATE (j 1-- Z Drawing: . • ›- zEXISTING FLOOR = 20 PLAN w z Lu < r o we O 04 1— Sheet No: CO X X LI• 0A251 0 S 1 E A SCOTT I EDWARDS ARCHITECTURE LIP. 2525 E Burnside Street;, Portland, OR 97214 = == - -74 ._ . , , _ _ . _. . . _. _ _ , . . � phone` (503)226-3817 www.seallp.corn —8 (s. )3v-D4.4k4,. a., _ ____o� 0 0 ,_ a / rn ' r---) I I = _ ;I 1. -.. x..� �_ -.. ,.<,,,.g : 1 — RIMMa) , / lh - 1 / •:CETER A'iLAND, • OREGON as N ` _ _ LICENSE#4966 II I I - I i I 1 ISXF1 � �V�\--______. 1 m eter Grimm I01 ' IlI L \ J / �T6 P PI • C Irq Datet 2018.06 06 1ally signed by748:47 0704' III I III0,,,, ... I1 CO uIT = 14200 SW CO U BARROWS RD. o1,i I I LR MOP Job Number: 18059 .� � I I INK lirrSINK a) • TIGARD, OR 97223 U I ED Elf; H f I a CI 0 .-r.7. LU 1 J_ LL J I °� FLR FLR", X SINK SINK Ll I1_ — J 'f / FLR 1 FD SINK KT _, . ELEC i PANELS L.e - r 1 r I I j I PROJECT NORTH • W 1 FIRST FLOOR PLAN � ► O• 0 �_ 114" = 1'-0" ce ❑ OU Lu N W= KEYNOTES LEGEND GENERAL SHEET NOTES -71 mVre nJ Q 1 EXISTING CEILING TO REMAIN . Lij — � — — A. COMPLY WITH ALL APPLICABLE LOCAL CODES et. et. DEMO WALL AND ORDINANCES CONCERNING DEMOLITION T.I. PERMIT SET 06/07/2018 OPERATIONS, RECYCLING,AND RESTRICTIVE p ❑ II-- REMOVAL. Q 111 [L B. LIMITS OF DEMOLITION SHOWN IS FOR GENERAL ISSUE DATE Z °I O GUIDANCE ONLY. CONTRACTOR SHALL F- — ASCERTAIN THE FULL EXTENT OF DEMOLITION Drawing: 5 0W REQUIRED TO ACCOMMODATE THE NEW WORK AND PRODUCE A CONSISTENT APPEARANCE. O >_ z C. PROVIDE TEMPORARY EXITING AS REQUIRED DEMO PLAN W Q O AND APPROVED BY LOCAL FIRE MARSHALL. I- 0 E D. COORDINATE ALL DEMOLITION AND SALVAGE W ❑ Z WITH OWNER. OWNER TO COORDINATE Q WREMOVAL OF EXISTING FURNISHINGS, FIXTURES Q 1- r AND EQUIPMENT UNLESS NOTED OTHERWISE. CO O R E. CONTRACTOR SHALL BE RESPONSIBLE FOR CD LU SHORING OF EXISTING STRUCTURE AS = W REQUIRED. F. CONTRACTOR SHALL VERIFY EXISTING gre I— CONDITIONS AND NOTIFY ARCHITECT ❑ Q = IMMEDIATELY OF DISCREPANCIES. Cr)WI I 0 G. DURING ING BUILDING IS CON CONSTRUCTION,TOREMAIN ISI TO BE TAKEN Sheet No: W 1- F- TO MINIMIZE NOISE, DUST, ODOR AND xu. - DISRUPTION OF OCCUPANTS AND UTILITIES. ALL BUILDING OUTAGES REQUIRED FOR COMPLETION OF WORK TO BE SCHEDULED WITH AD • 01 OWNER WITH 48 HOUR ADVANCE NOTIFICATION. S1EA SCOTTIEDWARDS ARCHITECTURE LLP. 2525 E Burnside Street, Portland,OR 97214 Miiiiiii.iiiiill phone: (503)228-3817 wwwseallp.cam E WOMENS -0' 0 0 106 I •rtn NRNA7 ~ I f (C19313 44N> } `° _ \�I • ITER RIMM - : • MENS / I -a - . .. . •• . •_ .. • ' / AT[.AIVD,OREGON o • • ' . : . / - AL.lcaus 4#4966 ISI — �' . �. — '� , I - - - - - d5 . • 1 4 / OF 0-61 iii , , GAME ; / — — I ml ' ROOM ' L \ \ J / - I- L ..,_ 14200 SW c0 d N rC2.11 _ . . � BARROWS RD. y .__I . . , • IW1-3 i IW1-3 ' ,. NR NA i NR NA E Job Number: 18059 i w i : ` TIGARD, OR 97223 0 1 • 4'-6518" 3518" 112'-0518" ,Q O .}, OI ; O • ■ ; , ,I I x ' • KITCHEN • 1 102 1 O r 111 DINING 100 . Mil OFFICE 1 03 - • 1 I r 1I 1 Y • 1 I 1 I �� PROJECT PROJECT (D W REFLECTED CEILING PLAN NORTH O FLOOR PLAN NORr) TH Q N C 114"= 1'-0" � I J 1/4"= 1'-0" O O 0 . - W COI = DETAILS ASSEMBLIES KEYNOTES LEGEND GENERAL SHEET NOTES m 0 ct ♦.......♦ = J Q 1 (2) 362-S162-43 BOX POST. NEW WALL A. FIRE EXTINGUISHER LOCATIONS TO BE DETERMINED BY FIRE MARSHALL ON SITE PRIOR TO C a •���•�����•�• •�•���•���•�•������ �� (E)WALL STUDS. O OF O. T.I. PERMIT SET 06/07/2018 ���♦��������� �������♦ SHORE AS REQD B. MAINTAIN FIRE RATING OF WALLS AROUND FIRE EXTINGUISHERS, CABINETS,AND OTHER ❑ I- ♦����������♦ .��������• I I 518"GWB 20 EXISTING FLOOR TO REMAIN. EXISTING WALL RECESSED ITEMS. ISSUE DATE JQ w •�����������• / #8 SCREWS @ 16" _ . C. PROVIDE ACOUSTICAL SEALANT AT FLOOR/CEILING/WALL TRANSITIONS, RECESSED BOXES, Z1:13 0 ` Ir '�EXISTING I I OC STAGGERED 3-518"X 20 GAGE —� AND PENETRATIONS OF SOUND RATED ASSEMBLIES AND OTHER CONSTRUCTION. MTL STUDS 16" 0 DBL 8005162-54 HEADER . , , (� 0 Z • STRUCTURE, VIF EXISTING -- 362T-150-43 TRACK @ D. PROVIDE MOISTURE RESISTANT GYPSUM BOARD TYPICAL AT ALL RESTROOMS. Drawing: STRUCTURE,VIF OC E. WHERE PARTITIONS ARE FIRE RATED AND INCLUDE PROPRIETARY MANUFACTURERS, NO Fe Z N I I MIN. 18 GA o o •- ® EXISTING CEILING TO REMAIN . o VIDEO LOTTERY TERMINAL W/ SUBSTITUTIONS ARE ALLOWED. O Z I • DEFLECTION {N} HEADER SEE , . OREGON LOTTERY F. PROVIDE DEFLECTION HEADS PER TYPICAL METAL FRAMING DETAILS. FLOOR PLAN La Q O TRACK PLAN = — DBL 800S162-54 HEADER 5/8"GWB , RECOMMENDED CLEAR SPACE EXISTING ROOF O G. FOR TYPICAL LIGHT GAUGE METAL FRAMING DETAILS SEE A9.01. H Q 0 I I ` SEE A9.01 FOR TYP TRUSS,VIF L2 X 2 X 18 GA X 3" - - �- H. UNLESS OTHERWISE NOTED, WALL FRAMING AND FINISHES BOTH SIDE EXTEND TO L Z Z • I I FASTENER INFO / WI(2)#8 EA LEG - UNDERSIDE OF STRUCTURE ABOVE. 60 o �( - o a #8 SCREWS @ 16" I. ALL CEILING HEIGHTS ARE FROM FINISH FLOOR ELEVATION. Q F I I EXISTING ROOF •1�•1� 362T 150-43 TOP TYP J. CEILING MOUNTED DEVICES ARE SHOWN FOR ARCHITECTURAL INTENT ONLY IN SELECTED Cl) 0 Er p. ___/� TRUSS, VIF r o a TRACK ROOMS. DEVICES NOT SHOWN SHALL NOT BE INTERPRETED AS NOT REQUIRED. IT IS THE Z I~ - V I r`� MIN. 18 GA 362T-150-43 TRACK TOP 7 RESPONSIBILITY OF THE CONTRACTOR TO SATISFY THE REQUIREMENTS OF THE LOCAL 2 w DEFLECTION -iv-- DBL 362S162 43 BOTTOM - JURISDICTION FOR QUANTITY AND LOCATION OF DEVICES THROUGHOUT THE PROJECT. (> I SEE A9-01 FOR TYP I TRACK BOX POST NOTE: FRAMING OBTAIN APPROVAL OF THE LAYOUT FROM THE ARCHITECT PRIOR TO INSTALLATION OF ALL g 95I I 'I FASTENER INFO I I FASTEN (E) LEDGER TRACK EXTENDS TO BOTTOM SYSTEMS AND DEVICES. ❑ Q = - - - - II EXISTING CONC SLAB SEE A9.01 FOR TYP (2) 362T-150-43 TRACK TO HDR W(2)#8 @16"OC • OF STRUCTURE. K. ALL KITCHEN EQUIPMENT, PLUMBING,AND FIXTURES ARE SHOWN FOR REFERENCE ONLY LU W O I �_ - -- II FASTENER INFO WI#8 @16 OC (E)CEILING JOIST, FINISHES TERMINATE L. FURNITURE SHOWN SCREENED ON PLAN FOR REFERENCE ONLY, Sheet No: Cl) H I A 1/ SHORE AS REQD AT 4"ABOVE FINISHED i t CEILING. 2 LI— ° TYP WALL DTL TYP WALL DTL E53 HDR @ POST FRAMING DTLe_e( HDR FRAMING DTL C 1 1/2"= 1'-0" 1 1/2"= 1,-0" 1 112"= 1'-0" 1 1/2"= 1'-0" f 11A►1 �3 MTL STUD PARTITION WALL YY �+ � 0 1112 - 1 0 ■ INTERNATIONAL BUILDING CODE (IBC) SECTION 1607.14 1 Ark CONT. STRAPS: 2"X 20 GA. c@ 2'-0" 0/C VERT, MAX. AlkINTERIOR PARTITIONS: -i] : ' A9.01 SCREW TO EA. STUD W/(1)#8 WHERE WALL FINISH 1 DOES NOT OCCUR A9.01 INTERIOR WALLS AND PARTITIONS THAT EXCEED 6 FEET IN HEIGHT, INCLUDING THEIR FINISH MATERIALS, SHALL HAVE • ADEQUATE STRENGTH AND STIFFNESS TO RESIST THE LOADS TO I UNDERSIDE OF WHICH THEY ARE SUBJECTED BUT NOT LESS THAN A HORIZONTAL STRUCTURE I LOAD OF 5 LBS PER SF BASED ON NORTHWEST WALL AND CEILING BUREAU FIELD SCOTT 1 EDWARDS ARCHITECTURE LLP, TECHNICAL INFORMATION STEEL FRAMING 200-501 CEILING CEILING WHERE 2525 E Bum S'ti et, Portland,OR 97214 OCCURS IW f I A NON-LOAD BEARING PARTITION (GYPSUM BOARD OR PLASTER) 2. ! THAT ENDS AT, OR JUST ABOVE A SUSPENDED LAY-IN TILE � �� (503)� �? � � � ! CEILING SYSTEM REQUIRES LATERAL SUPPORT BY MEANS DIRECTLY ATTACHED TO THE STRUCTURE. DO NOT USE LAY-IN ' ACOUSTIC CEILING GRID AS AN ALTERNATE METHOD OF BRACING I6 ,, / INTERIOR NON-LOAD BEARING WALLS ?S,V4D (1,) /f A9.01 , r `rr \// •EXCEPTIONS:ENDOF PARTITION IS WITHIN 8 FEET OF ANi E1E ,.<E=RIIII c r� INTERSECTING PARTITION, LATERAL SUPPORT IS NOT ,_ r REQUIRED. .' ' N ' rr / ` • PARTITION MAY BE ATTACHED TO CEILING GRID IF THE • F' ' 7/ \ CEILING SYSTEM HAS BEEN DESIGNED (ENGINEERED) A #" ' 'D,OREGON i . TO SUPPORT THE PARTITION. L7 A9 01 FINISH FLOOR IV � ACCEPTABLE TO ATTACH THE PARTITION� ��, IT IS ACCE TRACK TO THE 41 I Q CEILING GRID SYSTEM TEMPORARILY FOR ALIGNMENT UNTIL CO 2 SINGLE A9.01 A9.01 OPENING OPENINGAI AI PERMANENT BRACING IS INSTALLED tB ? P- tx]I 4'-6"MAX. 8'6" MAX. A PARTITION MAY BE ATTACHED DIRECTLY TO THE SUPPORT Digitally signed by Peter Grimm 5 AND/OR FRAMING MEMBER OF A SUSPENDED GYPSUM BOARD OR Date: 2018.06.06 17:49:03-07'00' W PLASTER SYSTEM AT �I 12"O.C. WITHOUT LATERAL.BRACING co 20 x- TYPICAL SECTION LIGHT GAGE METAL FRAMING TYPICAL ELEVATION MAXIMUM PARTITION WEIGHT IS 15 LBS PER SF 14200 SW CO 0 BARROWS RD. �1 Job Number: 18059 .' cu XTIGARD, OR 97223 a 1- Q Q ---CLIP ANGLE: 1 112"x 1 1/2"MIN. X4"X20 GA. JW/(2)#8 SCREWS EACH LEG STRUCTURE _ _-----__.._._,_ --ANCHOR PINS: LL (2) HILTI DN 32 P8 POWDER DRIVEN FASTENERS WI DOUBLE STUDS - DEEP LEG 2""SLIP"TOP 1 1/8"EMBED (.145" 0) @ 32" (BOXED) d. TYP STUDS- - -..1--DBL STUD TRACK W!(2)#12 SM O.C. 2 1/2" SCREWS @ 12"OC ' �. - TYP STUD PER PLAN TYP STUD ANCHOR PINS: (2) HILTI DN 32 P8 POWDER PER PLAN PROVIDE ANCHOR PINEA. SIDE OF EA. STUD �+ + z --fir -A I DRIVEN FASTENERS W/1 1/8" aG� HUNG CASEWORK �, _ j iii EMBED (.145" 0) a 32" O.G. 63 + +T'y - 1!8" MAX. GAP #8 EACH FLANGE #8 EACH FLANGE \ Li) -A ,- MIN. 18 GA DEFLECTION TRACK- i 1 \\ I - ��16 GA TRACK WI NESTED STUD + I I -' + + T`+ + STITCH WI#8 SM SCREWS @ ° e Q ! ' I [ i METAL STUD PER PLAN 1, ° 4 v v Q 0 0 12"0/C. v 0 -a0 , d ° d 0 G 0 0 II I 2„ ►2„ 2" 2"" MAX TYP MAX a@ OPENINGS x'211 MAX TYP MAX TYP TYPICAL HEADER @OPNGS < 4'-6"' 0 TYP TOP TRACK - DEFLECTION 4 BOTTOM TRACK AT OPENING 3 TYPICAL BOTTOM TRACK 6 � of CLIP ANGLE: 1 6"x 16 GA. MIN. METAL \ n 1 112"x 1 112" MIN. X STRAP W/MIN. (3)#12 X 4"X 20 GA. W/(3)#8 112"SM SCREWS AT EACH SCREWS EACH LEG STUD K../ , Ii EXTEND BACKING ACROSS 'T 1 (3) STUDS MINIMUM AND 4"X 16GA MIN TRACK — } T STUD BEYOND 2X FRT WOOD AS — TO LAST COMPONENT AS BLOCKING + _cv BLOCKING 11111 --CLIP ANGLE: METAL STUD PER �- METAL STUD PER Ft, 2 1/2" 1 1/2"x 1 112" MIN. X PLAN AND DETAILS PLAN AND DETAILS al. 'r 4"X 20 GA. W/(3)#8 ,! SCREWS EACH LEG ' © w TYP BACKING 0 O 00 Lur w c21W- _ CO 0W a, a w T.I. PERMIT SET 06107/2018 • Ci I-- -1 ISSUE DATE ZmQ az w Drawing: W a• z TYPICAL LIGHT i- w 2 0 GAUGE STEEL w a FRAMING DETAIL u)0 z � � U = g X I- GI w Sheet No: ILI 1- � Q A9 . O1 0 I