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Plans (30) BUP2021 -00241 RECEIVE' Dufflugu S I r n �� nnnnnnnnn Z OCT 6 2021 1 Jul CITY OF TIGARUOffiffm wuuuuuuu° 3UILDING DIVISIONmuuuuw muuuuw u uu d 129 ® ® - 1295 ® SW PACIFIC HWY cTa Jt Sa I _ II - - - d P DRAWING INDEX RONALD JAMS PED Al.m COVER SHEET AI.1 UPPER LEVEL SITE PLAN ,41.2 LOWER LEVEL SITE PLAN SA OREGON�C� A2.1 FLOOR PLAN OF D CODE SUMMARY- Aeo6, SWpfelts CODE: 2019 0550 f US sCHEFSTOREq V OCG: B/P1/6 eo 9 cost--.- ;3 CONST: V-B ® %4A z,? .: >l P' rlp /� i}utcti hof oe 9 ry $ swP > gQvS: O r`` ALLOW AREA: ,mmsD>a+ I,Smm>p > 11,61allt OK Gf p,,W olesale WinCo Fo SPRINKLERS: NO SW Kadwim St R °�v f' ' FRONTAGE INGREA5 s j Park 2179 /284 )- .25 .20 X 9,000 1,a00 y value=villagev 1631 F;�WiEr A�1n#dle Senc�Gl S«v, "'w�� ,_•,'r"�Y'"' I Wal Sykart Indoor Racing , � George Modan Bard Tc wEs® *� © `� _ Plumbing Supply , N * N y't � Lo e Home � impro�ment O VALIDITY ffi y, a`c',c d F A PERMIT 0 e i HISSUANCE O PERMIT SW FOMal ` Sry Sanchez Taquerla BASED ON CONSTRUCTION O V P, United Car Wash 4 ~r` s' DOCUMENTS AND OTHER Z W f anaderW' w�R f Burnham Business Tt,e�elds Apartments DATA SHALL NOT PREVENT a Q y ,a x < &Storage HE CODE OFFICIAL FROM T Natural Grocers REQUIRING THE CORRECTIONsw H' OF ERRORS. OSSC 105.4 Q AgiIg Coroora Icon O 6 Bevins -are/ h Presctiooi IL U ® ® ;' Mlzurril Bu et� Tigard Public Liu O — .. .. Z U r z �Oa U. P 1 ,rrc� N N Swvwrn�.nr. ' OmariSt s•.vcn OFFICE COP ,' `' ~ Q N N Q` H-MART PO ND �A s,1Eo,y. PROJECT LOCATION - ' ORCA,ja s Tigard Goodwill +' ,A„ OT� r COMPCCBcc s Walgreens® 3 C ' _ O SW Gaarde M Ti 9 a d on SW McDonald St SW McDonald St SW McDonald St . Pem>Zt FW— O sw cae to / Hail Bouleord J Ad Q suite J Z DRAWN 1 SEPT 21 VICINITY MAPnow : JOB NO` 2,84 w A1.0 cs N47°10VE 1MM _ - - - - - - - - - - - - - - - - - - - ILIFU I z o I I I I I I I I I I I I 134% EG 10.5% EG 49' CLREl I I I � I I I I � — 12.8% EG I 52% EG I I I I I I I I I I I I 11.1% EG I I I I I I I 12.3`o EG I Q yo I I I I ' I I I � I i I I I I I I i I I I 14.4% EG I i — —— — — —— — — — — — — — — — — — — — — — — — — — — — — — — — I i 12.1% EG a3% Ks 1.0% IG I RONALD JAMES PED �I I 2.2`o ECs _ � 12.8 a EG U OREGON N OF tiN 12.0% Ks Dil \h�%0 19 1 I .. i7 F1 I I H n n n H H I w W w d W I F=J I euc vwn h I e InI f co r ------- ! CY GSD ' `L 11 ---Ir " I I CC l Q CC \ � it o ilii Li Q O1il 7 S � 3;Wscar I U S8 � I oO zU ss Z C) a< 0 SUPPER SITE PLAN I CO 3 AI.I SCALE : I" . 10'-0" I U 11,151 3CJFr o r s xo — — — — — W C r-'ROJ NORTH TR1E NORTH N47°46'51'E 120.35' �- � 0 IL - — - — - — - — - — - — - N47°46'51°E 160.71' - - - - - - - - - - - - - - a r DDAATE SEPT 21 AWN JOB NO.- 2184 A1.1 cS N47°10VE 161.95' _ _ — — — — — — — — — — — — — — — — — Laj I I 75) I I I I o I I I I I � - - - - -- - - - - - - - - - -- - - - - - - - - - I 9.4% EG 105% EG I I I I II I I I I I I I � I I I I II I I I 12.8% EG I i I I 5.8% EG I I I I I II I I I I I I I I I I I II I 11.1% EG I I I I I I I I I 12.3% EG I I I I I I I I I I I I I II I I I I I I I I I I I II I 14.4% EG L - - - - -- -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- -- - - - - -- - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - I I 11 IL-iL I I II I I i 12.1% EG 8.9% EG 10% G I RONALD JAMES PED I I �I I I I 22% EG _ � 128% EG � S ���� OF II 12.0% EG (7 19 1 II IW0 W W � W e s I I H Ij e I $ I I--- - - -- -- - - - - - - - - .•� I I I II II w 52'-9" CLR I I I N ■ ■ ■ ■ ■ ! i O a I �` ----- ----- ® I H g I IL S $ I RU So I I O ZU ss o C) a ;:)LOWER LEVEL SITE PLAN N N AIZ SCALE : 1" 10'-0" I a 0 r s• +u 20• W PROJ NORTH TRUE NORTH N4r46'51'E 120.35' _ � � � CD _ — — W46'516E 160.71' — — — — — — — — — — — — — — — — — Q N • - - DATE- 21 SEPT 21 DRAWN JOB NO.- 2164 A1.2 I u I I I c.i M wLrul J0�5T z �Ye DBL JOIST ® WALL AS NEEDED O I I PROPPOSED x12 BEAM EXISTING BEAM o NMI mm MEN (TYP.) TOP FLANGE HANGER I I � I /L EXISTING FLOOR JOIST A2-1 M I REMOVE BEARING WALL I I IA„ 0D. - - - - I I I I I I I I I U I DISTANCE I -UP I - - - I I I I I I I I 42'1 (TYPJ TOP FLANGE HANGER / RIM JOIST I � I EXISTING FLOOR SHT'G - - - L 150 /OCG Il OCC ON EXIT PARTIAL I — � T- T7 -1— F_ 7 _T — a RCC 11 V8" I JOIST FLOOR FRAMING PLAN I UP I I I I I I I -- AEaC 2.1 SCALE : 1/2" = I'-0" I I I I I -UP P 0 2' 4' I i l l l l l l I 2x STIFFENER BLOCK s 24" OD SLOWER FLOOR PLAN CROSS SECTION a D A21 SCALE : 1/4" = I'-0" EXISTING FLOOR SHT'G SYMBOL K E Y PROPOSED SISTER II Ye" I JOIST NEM TO FIRE EXTINGUISHER (1 PER/3000+)(1) REQ'D KIDDE DRY RqJAED EXISTING FLOOR JOIST gFEC CHEMICAL FIRE EXTINGUISHER UL CLASSIFICATION 2A-1015C (2498 SFJ30W =1 REQ'D)TOP OF EXISTING FLOOR JOISTS EXTINGUISHER 46" AFF WEB STIFFENER s 24" ,�p�, EXIT LIGHT- COMBO WITHBATTER7 BACKUP I $ (3) SDS 3"x 1/4"0 SCREW a 24" O.G. 1—? LITHONIA QUANTUL MSWIG 120 DC 6 EXIT-UNIT COMBO BACK MOUNT WITH BATTERY BACKUP I I I I I �� = 16 OCC ON EXIT VVs4LL $G�iE®tlLE I I I 150*/OCG — rwau,aH EGRESS LIGHT- WITH BATTERY BACKUP � PROPOSED WALL I - REQ'D "~ LIGHT FIXTURE INSUSTRIES, EL-WETLEDEXST.WALL ' T I JOIST DETAIL LED EGRESS-UNIT BACK MOUNT WITH BATTERY BACKUP DEMO WALL I DISTANCE II I 3 ® EGRESS LIGHT- WITH BATTERY BACKUP I I I I I SCALE:'SPT= I'-0" M:/ovuio/LSAUR / LITHONIA ELM2 LED EGRE55-UNIT BACK MOUNT WITH I III I II BATTERY BACKUPF -1 W II 1 I � •" 2x6 ® 16" oc EXISTING f _ A II \ EXISTING EXIT LIGHT- COMBO WITH BATTERY BACKUP I I \ L - / II 1 °p 2x12 RIM JOIST - - - - - - - - - - - J L - 1 O EXISTIW-i EXIT LIGHT- WITH _ _ _ _ _ II I .; (3)3 xI/4= SDS SCREW EA SIDE BATTERY BACKUP F I I II J N �-p �p u EXISTING EGRESS LIGHT- WITH .. PLYWOOD SHT'G w BATTERY BACKUP I 1 1 z LL - - I I II I O EXISTING FIRE EXTINGUISHER OFFICE— ROOM NAME 0- FLOOR 1 JOIST 100 — ROOM NUMBER — REVISION TAG 110 SQUARE FOOTAGE l __j 1 15 - -- OCCUPANT LOAD FACTOR (PROPOSED I HIR II \ w n TOP FLANGE HANGER XX ^ DOOR TAG l OCCUPANT LOAD I IRA 8DHDWMDOW WITH( \ - - - I - - - RIM JOIST DETAIL OFFICEROOM NAME LL- _ - 7 � _- - - = - - - - - - - - -L = L - - - - - - - - - - - - - -J L - - ELEVATION TAG A Y /DATUM PT. o -- ROOM NUMBER � F - - - M \ SCALE: I" I'-0" Mamvwo��sm�L� \ N EMERGENCY LIGHT II \ � 1` 10063 ILLUMINATION EMERGENCY POWER THE POWER LOCAL SHUT-OFF CONTROLS - -TL - - - _ � SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL (SECTION 13133.1.1) - - - - -� - F F = = ` = i F = = = - - 240&3 - HAZARDOUS LOCATIONS. NORMALLY BE PROVIDED BY THE PREMISE'S �N / r , a L —I— — THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS ELECTRICAL SUPPLY. AT LEAST ONE LOCAL SHUT-OFF LIGHT( REQUIREING SAFETY GLAZING MATERIALS: CONTROL FOR EVERY 200 SQUARE FET L - Z p�q IN THE EVENT OF POWER SUPPLY FAILURE, AN OF LIGHTED FLOOR AREA AND FOR ALL , _ _ _ �( u I L I I L - u-- Q a I.)GLAZING IN SWINGING DOORS EXCEPT JALOUSIES (SEE sEGTION 24063.1). EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALY SPACES ENCLOSED BY WALLS OR ILLUMINATE THE FOLLOWING AREAS: CEILING HEIGHT PARTITIONS. - 2.)GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. I. EXIT ACCESS CORRIDORS, PASSAGES AND AISLES IN AUTOMATIC SHUTOFF CONTROLS ROOMS AND SPACES WHICH REQUIRE TWO OR MORE (SECTION 13133.12) 3.)GLAZING IN STORM DOORS. MEANS OF EGRESS. _ 2. EXIT ACCESS CORRIDORS AND EXIT STAIRWAYS ALL INTERIOR LIGHTING SYSTEMS ARE ® ® 4.)GLAZING IN UNFRAMED 5WINGING DOORS. LOCATED IN BUILDINGS REQUIRED TO HAVE TWO OR EQUIPPED WITH A SEPARATE AUTOMATIC r - I V 0 ® MORE EXITS. CONTROL TO SHUT OFF LIGHTING DURI0 jJ V . . 5.)GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOL, SAUNAS, 3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE UNOCCUPIED PERIODS. OFFICES LESS _ _ _ _ C� STEAM ROOMS, BATHTUBS AND SHOWERS.GLAZING IN ANY PORTION OFA LEVEL OF EXIT DISCHARGE UNTIL EXIT DSCHARGE I5 THAT 300 SQUARE FEET,MEETING AND r - - L_ - J I Q SBUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO CONFERENCE ROOMS, AND SCHOOL - - - - - - - - z O d EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES ABOVE THE OR MORE EXITS. CLASSROOMS SHALL BE EQUIPPED I 0 WALKING SURFACE. 4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITED IN WITH OCCUPANCY SENSORS THAT , I I I OR: ® ® SECTION 1023.1, IN BUILDINGS REQUIRED TO HAVE TWO OR COMPLY WITH SECTION 13133.12.1 Q (m (n N (o.)GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A MORE EXITS. r I IW O DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 5. THE PORTION OF THE EXTERIOR EXIT DISCHARGE I I 24-INCH ARG OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED IMMEDIATELY ADJACENT TO EXIT DISCHARGE Iwraw ur+w. .. CD POSITION AND WHERE THE EXPOSED EDGE OF THE GLAZING 15 LESS THIN 60 DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR Q 04 BOVE THE WALKIWG SURFACE. INGHESALAZING NOTES FOR MO� EXTSDRAWING NOTES DRAWN- TI 21 SEPT 21 AZAR LOCATIONS n AND TACz DESCRIPTION B UPPER FLOOR PLANJOB No., 2Q,sa II &G CALE: NTS M:IMM ATMGLAZurG TEXT L SCALE: NTS A21 • • 2,1 a D SCALE : I/4" I'-0" 0 z• a e' i I I I I I I I I I ILFU I I - - - - - - - - - - - - - - - - - - - - - - - - - 9.4% - - - - - - - - - - - - - - - - - - - - - - - - 9.4o EG 10.5% EG I I I I ❑ II I I I I I I I I I I 12.8`' EG I I I 5.8% EG _ I I I II I I I I I I I I I I � II I II.I o EG I I I I I I I I I 12.3% EG I I I I I I I I I I I I I II I I I I I I I I I I I II I 14.4% EG IL- - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - I II I I e2 I 12.1% EG 8.13% EG 1.0 o IG-1.0% RONALD JAMES PED �I I � 2.2 a EG c=96 123% EG SA OREGON I /4 /� OFpj12.0. EG 19 19 I � H W W W W ry II `O I pL — — — — — — — — — — — — — — — — .. I I II II 52'-9" CLR I I I 04 N CY I � O a I I ` ----- ----- FF rT IT V IIII++� a U s $ I 00 ZZ U.U. ss o Oma SLOWER LEVEL SITE PLAN I a Cl) eqAIZ SCALE : I" . I0,_0" !i I 01, S' 10' 20' - - - - - - I W PROJ NORTHtRUE NORTH Nl47°46'51'E 120.35' JII C) IL _ _ _ _ _ _ - N47"46'51'€ 160.71' _ _ _ _ _ _ - - - - - - a � r DATES 21 SEPT 21 DRAWN JOB NO.- 2184 A1.2