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Correspondence 1 f8`8"0 7z CONSOLIDATED FIRE AND RESCUE ,, - i �' ' Washington County Fire District No. 1 - - _ • City of Beaverton Fire Department ,E �� Tualatin Fire District ;iii!. 1 FIRE MARSHALS OFFICE • December 15, 1988 • Peter Alto Mackenzie /Saito P.O. Box 69039 . Portland, Oregon 97201 -0039 RE: Wood Window PacTrust Bldg. 217 . 7342 S.W. Kable Ln. Tigard, Oregon Dear Peter: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC), and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1. Automatic Sprinkler Plans: 0 a aP 1 ns referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler syst m. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. (UB7302(b)) 2. Mechanical Plans Required: Plans referred to and examined by this office contained no plansfoiheating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVA o''ecquipment and duct work must be . submitted to and approved by his office prior to installation. (UMC Sec. 302) 3. Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and , hstalled in accordance with the testing agency's specifications. (UMC Sec. 502) 4. Office Warehouse Separation: This officeecommends that 1 -hour fire resistive occupancy separation be placed between the office area and warehouse /production area. This will help reduce dust migration into the office as well as if there is a serious fire problem in the warehouse, help protect records and other important documents that would be in the office area. • 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, Oregon 97076 • (503) 526 -2469 r� • Peter Alto December 15, 1988 Page 2 1., 5. Stairway Handrails: Handrails, for the stairway. shall be installed that comply with Uniform Building Code Section 3306. 6. Ledges in the Production Area: Ledges in the production area shall be chamfered as required by Uniform Building Code Section 910 or submit a written procedure for dust control program that is to take the place of chamfered ledges. Owner /operators of Wood Window shall sign documentation. 7. Wood Cutting and Wood Dust Machinery: All wood cutting and wood dust producing machinery shall be attached to a refuge collecting system that complies with Uniform Mechanical Code. Submit plans for said system. 8. Occupancy Separation Wall Slip Joints: Detail 6/T12 - Top end of the walls gypsum board shall be fastened to a channel that supports top ends of steel studs. Fastening of gypsum board shall comply with spacing of 1 -hour fire resistive construction. 9. One -Hour Occupancy Separation: Detail 3/T12 recommendation that an gypsum board be added to the left side additional layer of �. � side where the gap in the gypsum board exists to better seal the slip joint. 10. Approved Plans on,Job Site: One set of approved plans bearing the stamps of the" Building Department and this office must be maintained �on project site throughout all phases of construction and must,"be made available to building and fire inspectors for reference during required construction inspections. (UBC Sec. 303) 11. Inspections Rewired: Inspection and approval of construction by a representative/of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 12. Certificate of/ Occupancy Required: Prior to the use and occupancy of the projecte a certificate of occupancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN. ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. Peter Alto December 15, 1988 Page 3 APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON- COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT. If I can be of any further assistance to you, please feel free to contact me at 526 -2502. Sincerely, __,,z__,,,__IC - 9 i I Gene Birchill Deputy Fire Marshal • GB:kw cc: Tigard Building Department L i /i/VL CONSOLIDATED FIRE AND RESCUE ' \ m ���� : Washington County Fire District No. 1 9'f°7-2-,1 City of Beaverton Fire Department tilAk Tualatin Fire District • FIRE MARSHALS OFFICE August 1, 1988 Firestop Company 9384 S.W. Tigard Avenue Tigard, Oregon 97223 RE: Tigard Distribution Center 7342 S.W. Kable Ln. Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review for an automatic fire protection system. This plan review is predicated on the National Fire Protection Association Standard No. Thirteen (13). This review is for a sprinkler system related to high piled stock without rack storage. If rack storage is utilized, plans of the rack configuration and the sprinkler protection of the racks must be submitted to this office for approval prior to installation. A copy of the contractor's material and test certificate shall be forwarded. to this office after completion of all testing and flushing. NFPA 13 Sec 1- 11 Install sway bracing as indicated on the approved plans and in accordance with NFPA 13 Sec A -3- 10.3.5. The installer shall properly identify this hydraulically designed automatic sprinkler system by a permanently attached placard indicating the location and basis of design (discharge density over designed area of discharge, including gallons per minute and residual pressure demand) at base riser. See NFPA #13, Figure A- 7.1.2, Sample Nameplate. NFPA 13 Sec 7 -1.2 Provide and maintain approved spare sprinkler heads. These emergency heads are to he stored in an approved cabinet mounted next to the sprinkler control valve. NFPA 13 Sec 3- 16.7.1 Provide and maintain an approved special sprinkler wrench to be kept in the cabinet with the required spare sprinkler heads. UFC 1- .301(a), NFPA 13 Sec 3- 16.7.1 and 3- 16.7.2 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, Oregon 97076 • (503) 526 -2469 • '4 Firestop Company August 1, 1988 Page 2 Provide and maintain signs of standard design, adopted by the automatic sprinkler industry, and attach them as necessary to properly identify the control drain, test and alarm valves of the automatic fire sprinkler system. NFPA 13 Sec A -3 -14.3, UBC Stds 38 -1, 38 -2 Provide an iron or bronze sign with raised letters at least one (1) inch high to be rigidly attached adjacent to the siamese connection; such sign or plate to read, "AUTOMATIC SPRINKLER ". NFPA 13, Sec 2- 7.3.6, UBC Stds 38 -1, 38 -2 Provide and maintain approved identification signs for all outside alarm devices. Such signs shall be located near the device in a conspicuous position and shall be worded "SPRINKLER FIRE ALARM, WHEN BELL RINGS, CALL FIRE DEPARTMENT ". NFPA 13 Sec. A -3 -17.2, UBC Stds 38 -1, 38 -2 Water flow, air maintenance, and control valves shall be supervised in compliance with NFPA Standards 72 series by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. UBC 3803 NFPA Stds 72 The following tests shall be witnessed by a member of this Fire District's Fire Prevention Office staff. Please call for an appointment no less than 24 -hours in advance. NFPA 13, Sec. 1 -11.1 Hydrostatically test the automatic sprinkler system(s) as specified in NFPA 13 Sec. 1 -11.3. All alarm functions shall be tested. NFPA 13 Sec. 1 -11 One set of approved plans, specifications and plan review shall be kept on the construction site where the work authorized is in progress. UBC 303(b) Submitted plans are approved for construction subject to the above noted items and compliance therewith. Approval of submitted plans is not an approval of omissions or oversights by this office or of non - compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526 -2503. Sincerely, ( / Bob Hunt Deputy Fire Marshal BH:kw cc: Tigard Building Department'' Gene Birchill, DFM 11 OcTh 2- #) P, m 0 , �, , , f _ Washington County Fire District No.1 r City of Beaverton Fire Department Tualatin Rural Fire Protection District VMP June 2, 1988 Bill Bailey Mackenzie /Saito 0690 S.W. Bancroft Street Portland, Oregon 97201 RE: Oregon Business Park Building 1 (Previously Tigard Distribution Center) 7342 S.W. Kable Ln. Dear Bill: As per our conversation on Thursday at Tigard Building Department, this department is willing to accept the 45 -inch deep glue -lam beams for the 48 -inch depth of draft curtains required because of the additional ratio above and beyond what is required for roof venting. Shell plans are approved as revised by this department. A word of caution however, by utilizing the Section 505(e) 1 Exceptions A thru F you have limited the building to 1 -story only. Mezzanines will be allowed to be built -in to the building, however, they will be limited in size as per allowed by the Building Code. If I can be of any further assistance to you, please feel free to call me at 649 -8577. Sincerely, WASHINGTON COUNTY FIRE DISTR CT NO. 1 Gene Birchill Plans Examiner 20665 S.W. Blanton Street Aloha, Oregon 97007 GB:kw cc: Tigard Building Department District Inspectors km/ gga / /miml0��pq It�l1'�� 1 II I_ I'1 CITY OF TIQA RD May 12,• 1988 OREGON Mr. Bill Bailey MacKenzie /Saito and Associates 0690 SW Bancroft St Portland, OR 97201 RE: Tigard Distribution Center 7342 SW Kable Lane Dear Mr. Bailey: A plan review has been conducted on the revised plans for the above referenced project. The following are noted: . The original plan review of April 26, 1988, had several items which are still applicable though not addressed, as follows: Items 3 and 5. `72. Draft curtains shall extend down from the roof sheeting a minimum of (y, 6 feet. ai_ io 7 4 3. No revised roof framing plans have been submitted. The smoke /heat vents shall be automatic opening, with actuation devices rated to release at 165 °F. "„ i °7 s vu ry TI' NOTE: The original plan review stated 2 -hour area separation walls could be used. For reducing area, the walls would actually be required to be 4 -hour fire resistive. Please submit the required information for review. Sincerely, Brad Roast Building Official ht/4677D 13125 SW Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223 (503) 639 -4171 tr. luP` April 26, 1988 4 Mr. Bill Bailey CITY OF TIC��4RD Mackenzie /Saito and Assoc 0690 SW Bancroft Portland, OR 97201 RE: Tigard Distribution Center j 7342 SW Kable Ln. "Building Shell" Dear Mr. Bailey: A plan review has been conducted on the above referenced project. The following shall apply: 1. The building has been reviewed as III -N construction and B -2 occupancy. At 96,000 square feet of area, the building is over area. Based on: 12,000 (basic allowable area) x 2 for yards = 24,000 x 3 (single story with sprinklers system) = 72,000 sq ft total allowable The building elevations appear to show areas to be used as two stories which if .so, would reduce the allowable area down to 48,000 sq ft. -Tao- four separation walls shall be required to reduce the building area. Submit details of proposed location(s) and construction for approval. It will be acceptable to delay construction of the area separation wall(s) until the H first tenant space is completed. 2. A engineer's soils report must be provided to substantiate a 2,000 PSF bearing capacity. ' 3. Provide evidence of conformance with Chapter 53 of the UBC for energy • conservation. 4. Provide alternate specifications for use of staples where nails are specified (if used). i. 5. Provide two handicap parking stalls with signs per 3108 UBC. 6. Post address for building. 7. The lot line adjustment (M 88 -06) shall be approved by the City and submitted to Washington County for recordation prior to issuance of building if permits. If you have any questions, please call 639 -4171. Since - y, Brad Roast Building Official ht/4448D 13125 SW Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223 (503) 639 -4171 /viS t 5-I S 1 ({.. q , >�. ► 1=1 = 11 "‘ a .= ►t . b c� c► 1E11* - i — _- zs' A ci �� . ,_, r 1:a 1=1 a 1=4 co -1 1= La Ci - Ct Q 1= I 1:=1. 13 I Cl R gm = A t vt- =1 t� �i = , - 9 LPO� s F, t i j ( 4 ! 1� Q i R I= 1T = r A ` Cnz APT Gue.TP -+N � pRA%Fr piz,.r=T -u i I.5 sc pT. Sr1. VENT / I sa,FT, FLOOR aoLEA., ° I (,ODD ' ' > 14 -D S.F. VENT QEQ' 4 S e-r •re•T - '32 5.P. 2133 s.F. / -sMokE 41 4 TZEG? u 12 Et) A..coil A • I (4- FT.) g L 4'20 141614 PII-E s-ra.4 3• ock:, INGrz r iE-N (2) S1LYLAe,1 -4TS PER INc.R€'1 T C4 �'O t P�'TS ( Bt - 1 X $� 1 r G2EMt^TJi . (T(LUS �Pnur 40 r 72. t 8.4-- - - ft,' H-1- 6 sr-tdc.Evt"►.1 T5 - Apva,►JTA nee-, ,4') At.4.,o►.15 Ute of 6 co 12 1p GTSToPS (s- t kA.. M V S'r 5 v PRArm b'1J i@ M dZ.i,c"A s 4 5 " 144 h' It? G2¢ To 2S 1 ) C) 4 / c.VI2-rA1N 1.4 41NrA 1/4N%T C %PIr'A INIC.1t. Pt i. }.OVAN rAG O a 6 4.1e-of le 1 CI b} rS B, NIorLS G1tcs'r pRAI =r ra..ritht l8 7 �. -I-F M f s %a A R R R to 4= I a p to i7 n a ca o Ia n o 1= I Tzr a I = e3 rs a >a 9 L lt52, F, ` a ra . = c 1 =1 1 ca a a -44 p a, G ` bRAPTG ut.m-iN � DR o.FT GuILTANI LpL,•.P GAR t fi.i 5 t'Ia EVENTS �. 4 .4 FT. Sr'1.VENT / 100 FLOOR .602.Eb 16' 5,p = 14-1-o *,r. vEN1 REQ'D 4 S sr101 •/5N'S' a 2.133 s,F. /..srtov-e IT 4 12E6 1-11T Er) (Ftvooa. (!o FT) G L 4'20 H1610-1- PI L s oOO GrL (4) SIGYLII,H FER ! . r - ). (45E 4-o' (B►-t SP- a.L NU. i (V GEM t"? i t T (CUSS 4o WO I - (4) SK 'fLI H'TS rv.va - 50 SMOG -E Vt NJ T 5 ADYANTisLaE5 ; be.> FEw ER- tcoµ lS/ 5t-toi‘f i /E'N- CO) L- 1..vp 1Ru (Lftagr DtLAP7 C.4.2TA(NS j)1f,.AipvAN rAc (A1 Psi u 6T ,d•DD T RSoTrot.1 O G+ ,L , R>M Fog (13) 62. To 2b'- 0"GLgkT . ff 2 7 2_q . April 26, 1988 /6 4 , I � Ih +\ Mr. Bill Bailey cm( OF TIGARD Mackenzie /Saito and Assoc 0690 SW Bancroft OREGON Portland, OR 97201 RE: Tigard Distribution Center 7342 SW Kable Ln. "Building Shell" Dear Mr. Bailey: A plan review has been conducted on the above referenced project. The following shall apply: 1. The building has been reviewed as III -N construction and B -2 occupancy. At 96,000 square feet of area, the building is over area. Based on: 12,000 (basic allowable area) x 2 for yards = 24,000 x 3 (single story with sprinklers system) = 72,000 sq ft total allowable The building elevations appear to show areas to be used as two stories which t= o c..Z .8 �2 if so, would reduce the allowable area down to 48,000 sq ft. — we- hour s -6- a separation walls shall be required to reduce the building area. Submit details of proposed location(s) and construction for approval. It will be acceptable to delay construction of the area separation wall(s) until the first tenant space is completed. 2. A engineer's soils report must be provided to substantiate a 2,000 PSF bearing capacity. 3. Provide evidence of conformance with Chapter 53 of the UBC for energy conservation. 4. Provide alternate specifications for use of staples where nails are specified (if used). 5. Provide two handicap parking stalls with signs per 3108 UBC. 6. Post address for building. 7. The lot line adjustment (M 88 -06) shall be approved by the City and submitted to Washington County for recordation prior to issuance of building permits. i I If you have any questions, please call 639 -4171. Since - y, jj Brad Roast Building Official ht/4448D 13125 SW Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223 (503) 639 -4171 •W 4101) -` ( - -X: � �I Washington County Fire District No. 1 ti WQ4 W 1 0 �' City of Beaverton Fire Department Tualatin Rural Fire Protection District April 15, 1988 • Bill Baily Mackenzie /Saito & Associates 0690 S.W. Bancroft St. . Portland, Oregon 97201 RE: Tigard Distribution Center . 7342 S.W. Kable Ln. Tigard, Oregon 97223 Dear Bill: A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC), and the Uniform Fire Code (UFC) as amended by Washington County Fire District No. l's Ordinance 86 -1. Plans are approved subject to the following conditions: Note: This structure was reviewed as Type V -N structure housing Group B - Division 2 occupancy which is allowed unlimited occupancy ... , by UBC Sec. 506(b). Yard on the east side is 40 -feet plus width of railroad tracks. If the tracks are.removed.in.the future, this yard will reduce to 40 -feet which will place the building over area even as Type III -N. At that time, area separation wall(s) complying with • 505(e) may need to be installed. 1. Underground Lead -Ins: Revise automatic sprinkler underground lead -ins as discussed in our earlier phone conversation, thus providing single lead -in to the building, an underground utility vault and fire department connection located across the driving surface from the building. Fire department connection will supply all sprinkler risers in the building. 2. Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air condition- ing systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation. (UMC Sec. 302) o iF Mackenzie /Saito April 15, 1988 Page 2 • t.4 3. Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunc- tion with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed . in accordance with the testing agency's specifications. (UMC Sec. 502) 4. Exterior Exit Door: Hardware for the exterior doors and key - operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one inch in height on a contrasting background. (UBC Sec. 3304) • 5. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. (UBC 3304) 6. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the . alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. (UBC 302(b)) NOTE: Specifications do not reflect earl- ier" for a system design that can easily be converted to handle high . piled stock storage. 7. Address Required: The tenant space number must be prom- inently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. (UFC Sec. 10.280) 8. Insulation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to exceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel Test scale referred to as UBC Standard No.. 42 -1. (UBC Sec. 1713) Mackenzie /Saito 4 April 15, 1988 Page 3 9. Landings at Doors: There must be a floor or landing on each side of all doors. The floor or landing must not • be more than one inch lower than the threshold of the doorway unless serving access for the physically handi- capped. (UBC Sec. 3304(h)) 10. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with rating of not less than 2A10B:C shall be provided for each 1500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. (UFC Standard 10 -1) • NOTE: This requirement will not be enforced until building is being • altered for tenant modifications. 11. Approved Plans on Job Site: One set of approved plans bear- ing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to build- ing and fire inspectors for reference during required con- struction inspections. (UBC Sec. 303) • 12. Inspeetion Inspection and approval of construe- - -•9 tion by a representative of this office is- required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 13. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space), a certificate of occu pancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) SPECIAL NOTICE: • DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY - APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. e Mackenzie /Saito ' April 15, 1988 Page 4 If I can be of any further service to you, please feel free to contact me At 649 -8577. Sincerely, . TUALATIN RURAL FIRE P'ITECTION DISTRICT 0 111 1 • 4_._,a _ = Gene Birchill Building Official 20665 S.W. Blanton Street Aloha, OR 97007 GB:kw J cc: City of Tigard ' / Inspector Ray Tom Wiitala, PacTrust H.L. Green Construction Tualatin Engine Co.