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Permit (166) CITY OF TIGARD PERMIT PERMIT #: BUP1999 -00355 r � DEVELOPMENT SERVICES DATE ISSUED: 8/26/99 I- � 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 SITE ADDRESS: 16200 SW PACIFIC HY Z PARCEL: 2S115BA -00100 W SUBDIVISION: ZONING: C -G BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 3 -1 HR : sf N: S: E: W: OCCUPANCY GRP: M TOTAL AREA: sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: •sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: P O 94 Remarks: ire/sup ression system Owner: Contractor: IBJ SCHROEDER BANK & TRUST LARSEN FIRE PROTECTION CO BY ALBERTSONS INC #565 LYLE LOUIS LARSEN ATTT N: CORP ACCT DEPT 16410 S HIRAM AVE B Phone :D 83726 %we Ea 97045 . Reg #: LAC 118596 FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Sprinkler Rough -In . FIRE BON 8/16/99 $53.80 99- 317505 Sprinkler Final PRMT GEO 8/26/99 $140.50 99- 317950 ORIGINAL 5PCT GEO 8/26/99 $9.84 99- 317950 Total $204.14 . This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246 -1987. Permitee Signature: Q,(„ f c ,/eZ/1/2...4.—____ Issued By: � /� � Call 639 -4175 by 7 p.m. for an inspection the next business day Fire Protection Permit Application Plan Che � : w - '/ CITY OF TIGARD Commercial or Residential Recd B � , 13125 SW HALL BLVD. Date Recd • • `% TIGARD, OR 97223 Print or Type Date to P.E. !,- =.:: (503) 639 - 4171, x. 304 Incomplete or illegible applications will not be accepted Date to DST '�i'9 Permit # rok )' ' 0; Called - o If 7'/S--- `1,04e_ 14.1.4 4 0∎ Job Name of Development/Project Type of System (Complete A or B as applicable) 41- r 'Dt9 - ur &OP--)-- 1 Address Address .P1iTILN A.) Sprinkler Wet 17; Dry ❑ Nam ^ A L 6a1/H6 1 Standpipes X. Owner Mailing wart_ U�I4f o1` Hazard Group © y Additional /i, D Zr City/State Zip Phone Information Density 60/ S (.s; Za 33249 c 15 Name ./%7 AS /VW ✓lam Design Area 4y _ 9D Occupant Mailing Address K. Factor �PJ S -6 City/State Zip Phone A.1) Sprinkler Project Valuation $ /7?) . Contractor Name ',� l ,� B.) Fire Alarm (Sprinkler or c�.J\! j tt.. /r P /r_/G Alarm Company) Mailing Address Submittal Shall Include Battery Calculations YES ❑ Prior to permit / (RT O S, /4 //�rn issuance, a City/ tate Phone Individual Component YES ❑ copy G! 70 j Cut Sheets of all licenses OY(.LS6 � C./ P '7 �' ¶ - 54 B.1) Fire Alarm Project Valuation $ are required if State Const. Cont. Board Lic.# Exp. to expired in COT 1 l 't'� Project Valuation Subtotal (A & or B) $ database Name Permit fee based on valuation $ ` d !/ s0 (see chart on back) Architect Mailing Address 7% Surcharge $ g S/ $ ? . City/State Zip Phone FLS Plan Review 40% of Permit $ 5 61D Describe work A.) New 8 Addition ® Alteration • Repair O TOTAL $ ^ v /5/ to be done: o � B.) Modification to sprinkler heads only: 1. 1 -10 heads= No plans required Plans required: Submit three sets of plans, including a vicinity map and 2. 11 += Plan review required the location of the nearest hydrant. _ I hereby acknowledge that I have read this application, that the information given is Number of sprinkler heads: ( 4S correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with Oregon State laws. Additional Description of Work: Signature of Owner /A ent Date c '--(>2‘A A.) In Existing Building KI New Building Building ' Contact Person Name Phone Data B.) Commercial in Residential ❑ FOR OFFICE USE ONLY: No. of stories: Plat # Map/TL#: 1 Sq. Ft: . - Notes Occupancy Class Type of Construction e 5-50 is \dsts \forms \firesupr.doc 7/2/99 / crC355 SUBMITTAL SERIAL NO:2106H-09 ' 0 07-23-1999 PAGE 1 ALBERTSONS - TI8ARD STORE #565 (ALBERTSN) DENSITY .18/2000 ORDINARY GROUP II FLOW TEST RESULTS STATIC 70.00 PSI RESIDUAL AT 1000.0 GPM 60.00 PSI PRESSURE AVAILABLE AT 724.3 GPM 64.49 PSI . SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SW FLOW FLOW K-FACTOR PRESSURE ___ ____ ____ ________ _______ 251 25.52 23.40 5.60 20.77 252 25.43 23.40 5.60 20.61 253 25.37 23.40 5.60 20.53 254 26.02 23.40 5.60 21.58 255 24.55 23.40 5.60 19.22 256 24.47 23.40 5.60 19.09 257 24.41 23.40 5.60 19.01 258 25.04 23.40 5.60 19.99 259 23.75 23.40 5.60 17.98 4001 23.45 23.40 5.60 261 23.40 23.40 5.60 - -- .46 262 24.05 23.40 5.60 18.44 263 25.61 23.40 5.60 20.92 264 25.51 23.40 5.60 20.74 265 25.45 23.40 5.60 20.65 266 26.18 23.40 5.60 21.85 267 25.47 23.40 5.60 20.68 268 25.36 23.40 5.60 20.51 269 25.31 23.40 5.60 20.42 TOTAL WATER REQUIRED FOR SYSTEM 474.34 GPM OUTSIDE HOSE STREAMS AT 0 250.00 GPM TOTAL WATER REQUIREMENT 724.34 GPM PRESSURE REQUIRED AT 0 52.12 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.099 PSI MAXIMUM VELOCITY IN PIPES 18.74 FPS g il . In IllWiiai v ^ 4 vit te ‘. - . . ^ SUBMITTAL SERIAL NO:2106H-09 ' • 07-23-1999 PAGE 2 ALBERTSONS - TIGARD STORE #565 (ALBERTSN) DENSITY .18/2000 ORDINARY GROUP II FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 211 261 1.087 L 0.50 0.1463 PT 17.46 (261) . Q 23.40 F=T F 5.00 PE 0.00 S8 C120 T 5.50 PF 0.80 207 211 1.087 L 11.00 0.1463 PT 18.26 (211) O 23.40 F=0 F 0.00 PE 0.00 BN C120 T 11.00 PF 1.61 PT 19.87 (207) _________________ 219 269 1.087 L 0.01 0.1691 PT 20.42 (269) O 25.31 F=0 F 0.00 PE 0.00 S6 C120 T 0.01 PF 0.00 215 219 1.087 L 7.0 0.1691 PT 20.42 (219) O 25.31 F=0 F 0.00 PE 0.00 BN C120 T 7.00 PF 1.18 PT 21.60 (215) 218 268 1.087 L 0.01 0.1698 PT 20.51 (268) Q 25.36 F=0 F 0.00 PE 0.00 SG C120 T 0.01 PF 0.00 214 218 1.087 L 7.00 0.1698 PT 20.51 (218) Q 25.36 F=0 F 0.00 PE 0.00 BN 12120 T 7.00 PF 1.19 PT 21.70 (214) 217 267 1.087 L 0.01 0.1711 PT 20.68 (267) O 25.47 F=0 F 0.00 PE 0.00 SG C120 T 0.01 PF 0.00 213 217 1.087 L 7.00 0.1711 PT 20.68 (217) O 25.47 F=0 F 0.00 PE 0.00 BN C120 T 7.00 PF 1.20 PT 21.88 (213) 216 266 1.087 L 0.50 0.1801 PT 21.85 (266) Q 26.18 F=T F 5.00 PE 0.00 SG C120 T 5 PF 0.99 124 216 1.087 L 9.00 0.1801 PT 22.84 (216) Q 26.18 F=T F 5.00 PE 0.00 BN C120 T 14.00 PF 2.52 PT 25.36 (124) 215 265 1.087 L 0.50 0.1709 PT 20.65 (265) " O 25.45 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.94 . . SUBMITTAL SERIAL NO:2106H-09 • ' 07-23-1999 PAGE 3 ALBERTSONS - TIGARD STORE #565 (ALBERTSN) DENSITY .18/2000 ORDINARY GROUP II FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 123 215D0 25.31 1.416 L 9.00 0.1691 PT 21.59 (215) Q 50.76 F=T F 6.00 PE 0.00 • BN C120 T 15.00 PF 2.54 PT 24.13 (123) 214 264 1.087 L 0.50 0.1716 PT 20.74 (264) Q 25.51 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.94 122 214D0 25.36 1.416 L 9.00 0.1698 PT 21.68 (214) Q 50.87 F=T F 6.00 PE 0.00 BN C120 T 15.00 PF 2.55 PT 24.23 (122) 213 263 1.087 L 0.50 0.1729 PT 20.92 (263) Q 25.61 F=T F 5.00 PE 0.00 S8 C120 T 5.50 PF 0.95 121 213D0 25.47 1.416 L 9.00 0.1711 PT 21.87 (213) Q 51.08 F=T F 6.00 PE 0.00 BN 1120 T 15.00 PF 2.57 FT 24.44 (121) 212 262 1.087 L 0.50 0.1539 PT 18.44 (262) O 24.05 F=T F 5.00 PE 0.00 SO C120 T 5.50 PF 0.85 208 212 1.087 L 11.00 0.1539 PT 19.29 (212) Q 24.05 F=0 F 0.00 PE 0.()0 BN C120 T 11.00 PF 1.69 PT 20.98 (208) 210 260 1.087 L 0.50 0.1469 PT 17.54 (260 Q 23.45 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.81 206 210 1.087 L 11.00 0.1469 PT 18.35 (210) Q 23.45 F=0 F 0.00 PE 0.00 BN C120 T 11.00 PF 1.62 PT 19.97 (206) _________________ 209 259 1.087 L 1.50 0.1503 PT 17.98 (259) O 23.75 F=E F 2.00 PE 0.00 SO C120 T 3.50 PF 0.53 _ 205 209 1.087 L 11.00 0.1503 PT 18.51 (209) O 23.75 F=0 F 0.00 PE 0.00 " BN C120 T 11.00 PF 1.65 PT 20.16 (205) 208 258 1.087 L 0.50 0.1658 PT 19.99 (258) O 25.04 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.91 . ' SUBMITTAL SERIAL NO2106H-09 • ` 07-23-1999 PAGE 4 ALDERTSONS - TIGARD STORE #565 (ALBERTSN) DENSITY .18/2000 ORDINARY GROUP II FROM TO FLOW DIAM EDUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 204 208D0 24.05 1.416 L 11.00 0.1590 PT 20.90 (208) Q 49.09 F=0 F 0.00 PE 0.00 ' BN C120 T 11.00 PF 1.75 PT 22.65 (204) 207 257 1.087 L 0.50 0.1583 PT 19.01 (257) Q 24.41 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.87 203 207D0 23.40 1.416 L 11.00 0.1514 PT 19.88 (207) Q 47.81 F=0 F 0.00 PE 0.00 BN C120 T 11.00 PF 1.67 PT 21.55 (203) ------------ 206 256 1.087 L 0.50 0.1589 PT 19.09 (256) Q 24.47 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.87 202 20650 23.45 1.416 L 11.00 0.1520 PT 19.96 (206) Q 47.92 F=0 F 0.00 PE 0.00 BN C120 T 11.00 PF 1.67 PT 21.63 (202) ' 205 255 1.087 L 0.50 0.1599 PT 19.22 (255) Q 24.55 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.88 201 205D0 23.75 1.416 L 11.00 0.1543 PT 20.10 (205) Q 48.30 F=0 F 0.00 PE 0.00 BN C120 T 11.00 PF 1.70 PT 21.80 (201) 204 254 1.087 L 0.50 0.1780 PT 21.58 (254) Q 26.02 F=T F 5.00 PE 0.00 SG C120 T 5.50 PF 0.98 124 204D0 49.09 1.416 L 2.00 0.3491 PT 22.56 (204) Q 75.11 F=T F 6.00 PE 0.00 BN C120 T 8.00 PF 2.79 24 12450 26.18 1.650 L 2.00 0.2883 PT 25.35 (124) Q 101.29 F=T F 8.00 PE 0.87 NR C120 T 10.00 PF 2.88 23 24 4.352 L 8.00 0.0026 PT 29.10 ( 24) Q 101.29 F=0 F 0.00 PE 0.00 NC C120 T 8.00 PF 0.02 " PT 29.12 ( 23) 203 253 1.087 . L 0.50 0.1699 PT 20.53 (253) Q 25.37 F=T F 5.00 PE 0.00 _ SG C120 5.50 PF 0.93 ^ ^ SUBMITTAL SERIAL NO2106H-09 • • 07-23-1999 PAGE 5 ALBERTSONS - TI8ARD STORE #565 (ALBERTSN) DENSITY .18/2000 ORDINARY GROUP II FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 123 203D0 47.81 1.416 L 2.00 0.3328 PT 21.46 (203) Q 73.19 F=T F 6.00 PE 0.00 • EN C120 T 8.00 PF 2.66 23 123D0 50.76 1.650 L 2.00 0.4188 PT 24.12 (123) Q 123.94 F=T F 8.00 PE 0.87 NR C120 1 10.00 PF 4.19 22 23D0 101.29 4.352 L 11.00 0.0112 PT 29.18 ( 23) Q 225.23 F=0 F 0.00 PE 0.00 NC C120 T 11.00 PF 0.12 PT 29.30 ( 22) 202 252 1.087 L 0.50 0.1706 PT 20.61 (252) Q 25.43 F=T F 5.00 PE 0.00 S8 C120 T 5.50 PF 0.94 122 202D0 47.92 1.416 L 2.00 0.3341 PT 21.55 (202) Q 73.34 F=T F 6.00 PE 0.00 EN C120 T 8.00 PF 2.67 22 122D0 50.87 1.650 L 2.00 0.4204 PT 24.22 (122) Q 124.21 F=T F 8.00 PE 0.87 NP C120 T 10.00 PF 4.20 21 22D0 225.23 4.352 L 10.00 0.0253 PT 29.29 ( 22) Q 349.44 F=0 F 0.00 PE 0.00 NC C120 T 10.00 PF 0.25 PT 29.54 ( 21) _________________ 201 251 1.087 L 0.50 0.1718 PT 20.77 (251) Q 25.52 F=T F 5.00 PE 0.00 S C120 T 5.50 PF 0.94 121 201D0 48.30 1.416 L 2.00 0.3381 PT 21.71 (201) Q 73.82 F=T F 6.00 PE 0.00 EN C120 T 8.00 PF 2.70 21 121D0 51.08 1.650 L 2.00 0.4248 PT 24.41 (121) Q 124.90 F=T F 8.00 PE 0.87 NR C120 T 10.00 PF 4.25 11 21D0 349.44 4.352 L 115.00 0.0446 PT 29.53'( 21) Q 474.34 F=T F 20.00 PE 0.00 NC C120 T 135.00 PF 6.02 . 10 11 4.352 L 28.00 0.0446 PT 35.55 ( 11) " Q 474.34 F=2E F 12.00 PE 0.00 FM C120 T 40.00 PF 1.78 . . ^^ SUBMITTAL SERIAL NO:2106H-09 • + 07-23-1999 PAGE 6 ALBERTSONS - TIGARD STORE #565 (ALBERTSN) DENSITY .18/2000 ORDINARY GROUP II FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 3 10 4.352 L 14.00 0.0446 PT 37.33 ( 10) O 474.34 F=0 F 0.00 PE 6.06 • FR C120 14.00 PF 0.62 • 3 4.352 L 145.00 0.0446 PT 44.01 ( 3) O 474.34 F=0 F 0.00 PE 1.30 FR C120 T 145.00 PF 6.47 COMMENT: EQUIVENT LENGTH DCVA 0 2 8.325 L 90.00 0.0014 PT 51.78 ( 2) Q 474.34 F=6V F 117.00 PE 0.00 UN C140 T 207.00 PF 0.29 COMMENT: 250 GPM HOSE ALLOWANCE PT 52.07 ( 0) PRESSURE AVAILABLE AT NODE 0 AT 724.3 GPM 64.5 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.099 PSI MAXIMUM VELOCITY IN PIPES 18.74 FPS ''. � - ' . • 04/17/2000 Activities for Case #: BUP1999 -00355 9:14:29 AM • . Assigned Hold Updated • Activity Description Date 1 Date 2 Date 3 To Done By Disp. Level By Updated Notes BUPA005 Application received • 08/09/1999 . BON RECD No Hold BON 08/16/1999 BUPA010 Permit created 08/16/1999 BON DONE No Hold BON 08/16/1999 BUPA030 Plans routed to PE 08/16/1999 BON DONE No Hold BON 08/16/1999 . BUPCO24 Plans Approved by CPE 08/18/1999 RDP DONE No Hold RDP 08/18/1999 BUPCO22 Plans Approved /Routed to DSTs 08/18/1999 RDP DONE No Hold RDP 08/18/1999 BUPC783 Sprinkler Rough -In 08/18/1999 08/18/1999 09/22/1999 LN PASS - No Hold AKJ 09/22/1999 BUPC784 Sprinkler Final 08/18/1999 08/18/1999 02/23/2000 TLP PASS No Hold AKJ 03/02/2000 BUPC090 (F) Ready to issue 08/20/1999 DEB DONE No Hold DEB 08/20/1999 Need signature on application. BUPC100 (F) Issue permit 08/26/1999 GEO DONE No Hold GEO 08/26/1999 BUPC779 Sprinkler inspection 11/09/1999 TLP PASS No Hold VT 11/12/1999 Hydro test 200 # for 2 hours OK. BUPA762 Sprinkler Rough -In 01/03/2000 RB FAIL No Hold RB 01/03/2000 1. Cover sprinkler lines with vaopr barrier. 2. Dbl. Ck. Valve needs to be tested. Hydro Tested already - OK. BUPC783 Sprinkler Rough -In 01/31/2000 01/31/2000 01/31/2000 . TLP PASS No Hold AKJ 01/31/2000 front area right side BUPC960 Case Finaled 03/02/2000 AKJ DONE • No Hold AKJ 03/02/2000 • • • • • • • _Page 1 of 1