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Plans (16)
BUP2020 -00127 MILDREN OFFICE COPY DESIGN AREA OF WORK CTTY OF TTGARD, GROUP REVIE\X'ED FOR CODE COMPLUNC,'E ARCHITECTURE I INTERIORS 7650 SW Bewlarid Street,Suite 120 Approved: ] Tigard,Oregon 97223-8692 arc: I ] O 1503.244.0552 Li la-7 Address: Iy I yb Sw 7Z CIV Suite By: Date: 1 04 Keynotes GI I I I in I I I I I I I I I I in I iLLLL4 , E T 1. LIGHTED EXIT SIGN '�% 2. LIGHTED EXIT PATH — 36 INCH NIDE PATH WITH MINIMUM ONE FOOT V�j CANDLE ILLUMINATION AT THE FLOOR LEVEL 9 3. PROPOSED RACKING � OC a 4. OFFICE AREA PP t9Td E Room Symbol Legend RINROOM NAME FFI E�ROOM NUMBER ROOM AREA/LOAD 101 FACTOR XXX/100:2 `NUMBER OF B:2 E I OCCUPANTS T-= L,-j =-T- OCCUPANCY GROUP PER� NUMBER OF RECEIVED 24 % 98 { % 96 24 % 98 24 % 98 4 % 96 24 % 98 24 % 98 % 86 24 x 96 24 % 98 2{ % 98 EXITS PROVIDED 13'-11}` A �•_ IBC TABLE 1004.5/NUMBER MAY 2 0 2020 __—__—________ __ CITY OFTIGARD �I , _ ' , , 24 % 98 24 % 98 24 z 96 . . . . . . BUILDING DIVISION B A VALIDITY OF PERMIT a % 96 24 % 9624 % 98 24 X 98 _Separate Submittals THE ISSUANCE OF A PERMIT 0 1. ELECTRICAL DOCUMENTS AND OTHER 2. FIRE SPRINKLERS BASED ON CONSTRUCTION x BA*Q C 1O DATA SHALL NOT PREVENT Y x 96 24 X 96 2/ X 96 2a X 96 I ' THE CODE OFFICIAL FROM _D- WA R E H O U S E c REOFIRING ERRORSEO SC 05.gON - a x , x96 2ax96 2IX95 z, zas Client: a 103 NW Handlin I y ~ ` g i' % 98 24 % 96 24 % 96 24 % 98 R x a B 13 6 5 2 S. F. 3 General Notes Systems 4 x 9a 24 x N z4 % 98 z4 % 9e ' A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS mI /500 — 2 I o �D NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK, 14' x x SIEXITS TS 1 za x as za x ae M za z 96 B. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF Y Y T z 9a NOT LESS THAN 2–A:108 FOR EACH 3,000 SQ.FT. OF FLOOR 18008 NE Airport Way r-r o BII�p A AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO Portland,OR 97230 EXCEED 75'. a °1D' x x ss za x as za x ae za % 96 C. PER OSSC SECTION 1008 MEANS OF EGRESS, INCLUDING EXIT '_O• o DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE 1 \ BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC X 9e 24 % 98 24 % 98 =24 % 9a — — ILLUMINATION AT THE FLOOR LEVEL. D. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ' o _ , �,?Ud.?•L,f. ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE EXIT (29) EXISTING 3 s W ACCESS CORRIDORS, PASSAGEWAYS AND AISLES AND THE Project: - .@'D¢t "P'r 1 PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY Hobby king BAYS OF 44x96 0 x 9e z4 x 9a za x sfi 24 % 98 ADJACENT TO EXIT DISCHARGE DOORWAYS WITH THE EXIT v J f ILLUMINATION SUPPLEMENTED WITH AN EMERGENCY POWER Racking x x x 12 X 98 24 X 98 24 % 98 24 % 88 b Site Plan sake Instslk'"u' `•'1^''`'� SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. Egress Plan = 0 4 =.,8PgCjW Wte,u+•, ���� EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE b v 0 50 100 200 i "palG1ng81eei8.Ptestralii�lD� INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 �. 3 FC AND A MINIMUM AT ANY POINT OF 0.1 FC MEASURED I 4 % 96 24 X 96 24 X 96 24 X 98 r9l�r`dinQ [�] $kYClt1 ALONG THE 36 INCH WIDE PATH OF EGRESS AT FLOOR LEVEL. A MAX. TO MIN. ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 40 TogaOdS R7 7224 ve,Suite 130 x a 1 Str+:rt''�;xst'rt�ttg SHALL BE PROVIDED FOR A MIN. OF 90 MINUTES. X 96 24 X 96 24 X 96 24 % 96 [❑ SttuctUfat f)st'on`y E. EXTERIOR LEVER LOCKSET HARDWARE IN ACCORDANCE WITH •_O• I A o �^ ❑ ANSI 177.1. Rakdaceo uyi�.sun!"ottCt9EE t ❑ Insulating`^ x x x _ 4 % 98 21 % 96 24 % 98 24 % 96 r I I II �'r]bWay Applied Fr. Rc9;rtivelplldl( AREA OF WORK ' , v 10'-8` ' , IM ' 1=1 , ,, , -, ro,plI®gs,DdiieC Piers and ZOSOM Sheet Title: x x g ❑> it Fire and �Xea m ' L0 a��.,8ummar Life Safety 2 a h1 AtbMV1 ll7 2 AND SPECIALTY CODE (OSSC) Plan I S 3 CODE SUMMARY FOR EXISTING BUILDING- PERMITTED UILDINGPERMITTED OCCUPANCY: B/S OFFICE PERMITTED CONSTRUCTION TYPE, TME IIIB PER OSSC SECTION 602 Way HEIGHT: 1 STORY y, 1 0 4 PERMITTED FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION s „� SYSTEM IN ACCORDANCE WITH OSSC 903.3.1.1 $ SW B"ft Road ' 4 FIRE–RESISTANCE RATING REQUIREMENTS: PER OSSC TABLE 601 AND 602 1202. 6 7 S. F. Revision: A STRUCTURAL FRAME: 0 HRS. /100 — 1 5 - INTERIOR NON–BEARINGL WALLS: 0 HRS. 0 HRS. B: EXITS 1 CODE SUMMARY FOR PROPOSED AREA OF WORK $ OCCUPANCY GROUPS: PER SECTION 304, AND 371 x EXISTING B/Sl MIXED USE AND OCCUPANCY: NON–SEPARATED USES BETWEEN B & S1 OCCUPANCIES PER TABLE 508.4 125 SF OCCUPANT LOADS: B; OFFICE 1,203 SF 173 OCCUPANTS ° S7; STORAGE 13.652 SF / 28 OCCUPANTS - TOTAL 14,855 SF / 41 OCCUPANTS n EXIT TRAVEL DISTANCE: S1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC TABLE 7006.2.1 S1 OCCUPANCY. EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED ' 400'-0" PER OSSC 1017.2.2 TRAVEL DISTANCE INCREASE Date: May 202C } Drawn by: Checked by I CLT Job Number: 12005E Fire and Life Safety Plan Vicinity Plan Sheet 0 2 4 8 16 Building Permit Submittal - May 2020 AO SHEET NUMBER SHEET: 1 OF 1 106'- 2" RECEIVED 24 X 96 11 24 X 96 24 X 96 24 X 96 24 X 96 24 X 96 24 X 96 24 % 96 24 X 96 24 X 96 24 X 96 MAY 2 0 2020 CITY OF TIGARD BUILDING DIVISION 0 I 24 X 96 24 X 96 24 X 96 24 X 96 I 24 X 96 24 X 96 24 X 96 24 X 96 Q b b 0 6.. M m m x x I a a � � 9 24 X 96 24 X 96 24 X 96 24 % 96 ' ` H OI VQ; � m b � m mrte; x x 24 X 96 24 X 96 24 X 96 24 % 96 M+i p W 5._6N A � 24 % 96 24 X 96 24 X 9611 24 X 96 b b O x m x x p 24 X 96 24 X 6 24 X 96 24 % 96 ^ ISI O � W a m ~ K x x U W 15'-5" a i 9" 24 % 96 24 X 96 24 X 96 24 X 96 O � 11 11 O d U I 8'-0" ° w U' W u _ 24 X 96 24 X 96 24 X 96 24 X 96 0 x xm ZZL,JQZQ "< `< T o Q0Z :2 < Z Y Y O QO = 24 X 96 24 % 96 24 X 96 24 X 96 O of W >- z Q O O I I O Q 24 X 96 24 X 96 24 X 96 24 X 96 O I I (° O 0I p LC) rT1 Q OM 24 X 96 24 X 96 24 X 96 24 X 96 w O (fl I OCO 00 x x x - F- O Of (NI I I N-) a a a OI O G) r7 r7 d 0- W 1 cr Ln 24 X 96 24 % 96 24 X 96 24 X 96 Q O CD o m a m O O 24 x 10'-0 UPRIGHTS x x x z Z 0 A a 'v a a `6 2.5" x 96" BEAMS 24 X 96 24 X 96 24 % 96 24 X 96 0 � 9'-4" O °° O x x x O 24 % 96 11 24 X 96 24 X 96 24 X 9671 a a a a a a 8'-0" m m rn m x x x xik4 b m x K x X X f Y Y O W O � O 00 b � m � x a —O" N i I � O o: b W O a A x O N O O N �l IL LO Oaf U W O r7 x (D O Loz m z m x m N O Z O O a o N i it r , x F o 44" x 20'-0" UPRIGHTS -° ^6268PE w < Q Z © 5" x 96" BEAMS v= cn o of O U- DRAWING NUMBER R N �. RACK ELEVATIONS NORTH _ PLAN VIEW THE P.E. CERTIFICATION PROVIDED HEREIN �fj ��OF��,,rJ SCALE: 3/16" = 1'-0" PERTAINS TO THE 05/15/2020 NGQIAO Z SCALE: 1/8" = I'-0" SHELVING COMPONENTS ONLY. EXPIRES:06-30-2022 w E ALL OTHER COMPONENTS ARE OUTSIDE Mingqiao Zhu, PE/P.Eng THE SCOPE OF THIS CERTIFICATION. 1428 N Shevlin Court S Sewickley, PA 15143