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228 2ND AVE N (2)"i "'A7 �y ,z Serving Brier, EAionds, aild 12425 Meridian Ave S SNOHONIISH CO Molintlake Terrace Everett, WA 98208 Phoiie (425) 551-,,1200 DIL-7jLjL,wL%0T www.FireDistrict].org Fax (425) 551-1272 LOCATION: 228 2 nd Avenue N 98020 BUSINESS NAME: Edmonds Sunset.view Condos PHONE: 4257781815 MAILING ADDRESS: 228 2nd Avenue N, Edmonds, WA 98020 BUSINESS OWNER: HOME PHONE: FIRE PREVENTION IN;%,PECTION REPORT .ZIEDMONDS OEIRIER 0 MOUNTLAKE TERRACE [I UNINCORPORATED FREQUENCY STATION& SHIFT'*, Annual 17-D SCHEDULED Sep,2017 DATE DUE 427202 UFIR 1. EMERGENCY-11: Abernathy, Pamela #4 HOMEPHONE: 8473060111 — f6e --, CURRENT PE S' NO KEY ACCESS-2: HOME PHONE: 17 CITY EMAIL: BUSINESS LICENSE INITIAL INSPECTION DATE PERSON CONTACTED: vak, NAME OF INSPECTOR: FIRE SYSTEMS: FE 7/18 112�09-..N-AV— Date Last Serviced: FIRE PREVENTION '12425 Merididfi Ave S INSPECTION REPORT Serving Brl' r,' Edmonds, and SNOkOMISH CO OEDMONDS Mou'liflafi Terrace Everett, WA 98208 0 BRIER Fl Phone (425) 551-1200 0 MOUNTLAKE TERRACE 0 UNINCORPORATED D I 10'31PL R www.FireDistrict].org Fax (425) 551-1272 LOCATION: 228 2 nd Avenue N 98020 BUSINESS NAME: Edmonds Sunset View Condos MAILING ADDRESS: 228 2nd Avenue N, Edmonds, WA 98020 PHONE: 4257781815 E UENCY n I STTfV SHIFT nQua SCHEDULED Sep 2016 DATE DUE I` 42( ZU2 UFIR ll� BUSINESS OWNER: HOME PHONE: ftw-tj"rl �"blff M 34 0/0 James G/Norma Murphy 425,7-784ZI5 7-1) EMERGENCWl-N HOME PHONE: CURRENT YES NO KEYACCESS-2: HOME PHONE: CITY BUSINESS .EMAIL: 441 LICENSE PERSON CONTACTED: 1j, C,,t 1.'y INITIAL INSPECTION DATE NAME OF INSPECTOR: :IRE SYSTEMS: AS, 7112) FA117/12 F _/_ 12:00:00 AM Date Last Si;�iced: HAZ�RDS FOUND AND LOCATIONS COMMUNICATIONS 1­0 lij�'e5 cj- forvp��4_7 T4u,,e_"4-,; a_Jagov I OLt-cer.s- Ow'�� is elota�r� A,*S t—ovej We� 2 iAo+- cfr,ve. If& 14711)7"w 2 3 i c7 IflNi4fal— -56a w c.� -P4-7*6- 3 4 96-W 0 V& I— /,73-'VS /A/ 0�0" 0) or fr 12&.X 4 5 5 6 6 7 7 I AGREE TO CORRECTTHE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X Ist RE -INSPECTION 2nd RE -INSPECTION � FINAL RE -INSPECTION EXTENSION vioLATioNS CATE DUE: DATE DUE: GRANTEDTO CITED: DATE DUE: PERSON PERSON PERSON 5ONTACTED. CONTACTED. i CONTACTED INSPECTOR: INSPECTOR: 2 INSPECTOR: DATE DATE. PATE. VIOLATIONS VIOLATIONS CITATION iS§lUED PRE -CITATION 1 5 1 5 4 LETTER SENT NUMBER CODE 5 2 2 6 DATE SECTiON RETURN RECEIPT 7_ 7 RECEIVED 6 DISPOSITION 8 4 8 DATE- 7 LETTER NEEDED YES NO LETTER NEEDED b YES El NO 8 James 0,, Murphy October 7, 1993 Mr. John J. Westfall Inspector City of Edmonds Civic Center Edmonds, Washington 98020 Dear Mr. Westfall: Please change your records to show our correct address is: Sunset View Condominiums 228 Second Avenue North Unit #5 Edmonds, Washington 98020. We have received your letter regarding fire extinguishers and alarms, but we may not be able to meet by October 13th. 111� rs very truly, es G. Murphy JGM:hj RECEIVED OCT 8 1993 EDMONDS FIRE DERL P.O. Box 504 Edmonds, Washington 98020 Telephone: (206) 778-1815 or (206) 771-6189 Fax: (206) 672-9385 James R. Murphy October 20, 1993 Mr. John J. Westfall Inspector City of Edmonds Civic Center Edmonds, Washington 98020 Dear Mr. WestfO: Enclosed you will find the completed Fire Hazard Form dated 9/13/93. We have contracted with Triple AAA Fire Extinguisher Company (of Everett) to provide our annual check and service our fire extinguishers. If you have any further questions, please contact me. Yours very truly, J s GM:hj Enclosure P.O. Box 504 Edmonds, Washington 98020 Telephone: (206) 778-1815 or (206) 771-6189 Fax: (206) 672-9385 RECEIVED OCT 2 1 1993 EDMONDS FIRE DEEM 0 International Conference.'of Building Officials REGIONALOFFICE: 2122-112TH AVENUE, N.E., SUITE B-300 - BELLEVUE. WASHINGTON' 98004 * (206)451-9541 BOARD OF DIRECTORS CHAIRMAN BRENT SNYDER, C.B.O. BUILDING OFFICIAL PACIFICA, CALIFORNIA FIRST VICE-CHAIRMAN EUGENE J. ZELLER, P.E, C.B.O. SUPERINTENDENT OF BUILDING AND SAFETY LONG BEACH, CALIFORNIA SECOND VICE-CHAIRMAN JAMES L MANSON, C.B.O. DIRECTOR. DEPARTMENT OF BUILDING AND SAFETY CGUNTYOFSPOKANE SPOKANE, WASHINGTON IMMEDIATE PAST CHAIRMAN WILLIAM E. SCHILECHT. C.B.O. BUILDING OFFICIAL COUNTY OF WASHINGTON HILLSBORO. OREGON ROBERT J. EPPSTEIN, C.B.O. CHIEF BUILDING OFFICIAL FREMONT. CALIFORNIA BOB FOWLER, P.E, AIA. C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE, TEXAS JAN P. GASTERLAND. C.B.O. BUILDING CODE OFFICER ST. PAUL MIN�ESOTA PHILLIP M. HERRINGTON, C.B.O. DIRECTOR. DEPARTMENT OF BUILDING AND SAFETY RENO.NEVADA DOUGLAS E. HOOD, C.B.O. BUILDING OFFICIAL COLORADO RIVER INDIAN TRIBES PARKER. ARIZONA GORDON W. MURDOCH. P.E. BUILDING OFFICIAL DANA POINT. CALIFORNIA MICHAEL J. NOLTE, C.B.O. BUILDING OFFICIAL CRESWELL. OREGON RON PERKEREWICZ. C.B.O. DIRECTOR OF COMMUNITY DEVELOPMENT COUNTY OF KITSAP PORT ORCHARD. WASHINGTON JAMES R. SINGLETON C.B.O. BUILDING SAFETY ADMINiSTRATOR TUCSON. ARIZONA THOMAS R. THOMPSON, C.B.O. BUILDING OFFICIAL BROOMFIELD. COLORADO ROBERT D. WEBER, P.E., C . B.O. DIRECTOR. DEPARTMENT OF BUILDING COUNTY OF CLARK LAS VEGAS. NEVADA ALLEN 0. ZEPPER, C.B.O. BUILDING OFFICIAL STILLWATER. MINNESOTA PRESIDENT JAMES E. BIHR, P.E. JR 1;� L 9 1 V ra D JAN "S 1411 December 15, 1989 Jerry Saterlie Acting Building Official 250 5th Avenue North Edmonds, WA 98020 Dear Mr. Saterlie: OFFICES OF JERRY J. BARBERA, P.E. REGIONAL MANAGER JUAN C. INCHAUSTE, P.E SENIOR REGIONAL ENGINEER FRANK S. NATSUHARA, P.E.. S.E. SENIOR REGIONAL ENGINEER CHARLES J. WILLIAMS, P.E. REGIONAL ENGINEER Plan Check: 2593 Project: 4 Plex Address: 228 2nd Ave N Code Information: R1/B1 Occupancy; Type V-N Construction Stories: 2 Stories over basement Floor Area: 6155.45/2601 Occupant Load: 43 Valuation: $340,000 1988 Uniform Building Code Seismic Zone: 3 Basic Wind Speed: 80 mph Exposure: B We have reviewed the plans and associated data ' for the project mentioned above to see if it conforms to the Uniform Building Code as well as parts of the Uniform Mechanical Code. We have not reviewed them for requirements of federal, or other state-.thd local regulatory agencies. In most cases, the designer should modify the plans and/or specifications to satisfy these comments. N 0 N S T R U C T U R A L GENERAL /1. Your Public Works Department should review the plans for street improvements, curb cuts, and storm drainage requirements. 1/ 2. Your Fire Department should ensure that the fire hydrants are within 150' of the.site and that fire extinguishers are provided in the building. Refer to Article 10 of the LIFIC. C 1�— FAXNUMBERS Ordef Deparimeni (213) 692-3853 Plan Ae�iew (213)692-3425 iCBO ES.t (213� 695-4694 Administr ion (2 1 3 699-8031 kA,; � () ff; � - �z'z r, n q— -t I, \ A l—t- — � \ A; I I P —4 - \ �-.; �-; — (- -- ;:, — i �' a nrn I . (') 1 1) AQ Q _n ; -1 1 Plan Check 2593 Jerry Saterlie, Edmonds December 15, 1989 Page Two 3. You should ensure that the Washington State Energy Code is followed. I am including a guide sheet for your assistance. 4. You should ensure that the sewer is large enough to handle the increased flow due to the discharge from the new building. The size, location and slope of the sewer line should be shown on the site plans. Section 302 (b) . 6. The legal -description of the property should be reviewed and approved by you. Section 302(a)2. CL7. The drainage plans should be submitted for review prior to permit �5__issuance. Section 302(b). The plans should address the following items: a. All the ground surface water should be directed away from the building. A note should be added to the plans. b. The roof drainage system- should be a tight -line system near the ground surface. The footing drains should be independent from the roof drainage system. Both systems should be tight -lined. A note should be added to the plans. OCCUPANCY COMMENTS Al - ;�,I. This building should be classified as R-1/B-1 occupancy. The note on sheet A-1 should be corrected from M-2 to B-1 occupancy. Section 501 and 1201. it 2. The parking garage area is larger than 3000 sq ft. Therefore, it should be classified as a B-1 occupancy. Section 701, 1101 and 1102(b). Ab 3. A two hour occupancy separation between the garage. (B-1 occupancy) and the dwelling units (R-1 occupancy) should be provided at the following locations: It a. At the floor/ceiling assembly between the garage and the dwelling units. It b. Stairs I and 2 should be separated from the garage. It c. The elevator shaft walls from the basement to the first level should be of two hour fire resistive construction. All the openings in the two hour occupancy separation walls should be of one and one-half hour fire protection rating. Section 503 (a, b, c, d) exception 2. Plan Check 2593 Jerry Saterlie, Edmonds December 15, 1989 Page Three 4. The building is within the height and area limitations according to sections 505 and 507. �,6 5. All the structural members supporting the horizontal two hour occupancy separation should also be protected by a two hour fire resistive construction. Section 503(b). This should be noted on the plans and details should be provided. 6. Section 510(a) requires that a room with a water closet should be separated from food preparation rooms or ---storage rooms by a tight -fitting door. The bathroom doors near the kitchens should be a tight -fitting door. Refer to units 1, 2 and 4. 7. Accessories such as grab bars, towel bars, paper dispensers and soap dishes provided on or within the walls should be installed and sealed to protect the structural elements from moisture. Section 510(b). This should be specified on the plans. 8. The shower compartments should be finished with smooth, hard, nonabsorbent. materials such as ceramic tile to a height of not less than 70" from the drain inlet. This should be noted on the plans. Section 510(b). 9. The gypsum wall board specified as a base for the tile on the shower enclosures should comply with the requirements of section 4712 and UBC Standard 47-14. This should be specified on the plans. 10. The water closet.stools should have a clear space not less than 30" in width and a clear space in front of not less than 24". The dimensions for the clear space should be noted on the plans. Section 511 (a). f6w 11. The parking garage should have an unobstructed headroom clearance 6v--) of not less than 71 above the. finish floor to any ceiling, beam, pipe or (,,,",;,,,similar construction. You !�h_ould ensure this is provided. It appears At) that the W21. x 62-steel beam-s-"4 including the two hour fire protection covering will encroach into the 71 head room clearance. Section 702(b)5. TWO V',1+c1Pe'­'­,512. Ventilation should be provided for the parking areas. The ventilation loee-i "Mr�."/system should be capable of exhausting a minimum of 1.5 cfm per sq of gross floor area. The building official -may approve an alternate ventilation system designed to ventilate 14000 cfm for each operating vehicle. Section 705. This should be addressed on the plans. 13. The habitable rooms on all levels have been provided with adequate natural light and ventilation by means of exterior glazed openings. Section ;::'�xe; 1205(b) . However, the Den in the second level has not been provided I Al-c- � �� I with natural light or ventilation. This should be corrected. Section 1205 (a) . Plan Check 2593 Jerry Saterlie, Edmonds December 15, 1989 Page Four All the bathrooms, water closets and utility rooms have been provided with mechanical ventilation as required by section 1205(c). However, the size of the fans for all the above mentioned rooms should be specified on the plans. The mechanical ventilation should be capable of providing fire air changer per hour. The point of discharge of exhaust air should be at least 5' from any mechanical venting intake. 15. The kitchens, halls and bathrooms may have ceiling heights of not less than 7'. You should ensure this is followed. 16. The bedroom in the second level close to stair 2 should be provided with operable windows approved for emergency escape. The escape windows should have a clear openable area of 5.7 sq ft with a minimum net clear height and width dimensions of 24" and 20". The sill height should not be more than 44" above the floor. Section 1204. 17. The required smoke detectors should receive their primary power from the building wiring when such' wiring is provided from a commercial. source. The wiring should be permanent and without a disconnecting switch. Section 1210(a)3. This, should be noted on the plans. 18. The smoke detectors should be installed on each story. This should be provided. The smoke detectors should sound an alarm audible in sleeping rooms. Section 1204(a)4. 19. The smoke detectors should be installed on the ceiling or wall at Al- a point centrally located in the corridor area giving access to the bedrooms. Section 1204.(a)4. The location of the smoke detectors should be shown on the plans. 20. The heating system should. be capable of maintaining a room temperature of 700 F at -a point of 3' above the floor in all the habitable rooms. The heating system should be ju-s-tified. TYPE OF CONSTRUCTION 1. For the purpose of this plan review I will assume all the materials to be compatible with type V-N construction. Sections 2201 to 2205. However, the following conditions must be met so the building structure falls within the type V-N classification: a. The building must comply with all the requirements of section 403 (basements) b. The finish grade elevations should be measured as specified in section 408 (GRADE: Adjacent Ground Elevation) / - c. The first story should be in compliance with section 420 (STORY). Plan Check 2593 Jerry Saterlie, Edmonds December 15, 1989 Page Five The architect should submit calculations of the finish grade elevations ;401 around the perimeter of the building to justify the building is a two story 1-40 over basement structure. If the finish grade is such that the building 16 does not qualify as a two story over basement the type of construction must be type V-1 hour throughout. Table 5-D and section 1202 (b) . 2. The floor ceiling assembly between the garage and the dwelling units should be of two hour fire resistive construction. The assembly shown on the plans on sheet A-5 does not comply -with the required fire rating. This should be corrected. I am including a copy of UL design for the designers information. 3. All the columns supporting the floor system over the garage should be protected by two hour fire resistive construction. Details for the fire resistive protection should be provided for review. 4. The column's fire protection covering is exposed to injury from moving vehicles within the garage. Therefore, column jacketing or other means of protecting the fire covering should be specified on the plans. The method of column protection should be approved by the building official. Section 4303(b)5. 5. The steel beams and glulam beams supporting the two hour fire resistive. assembly and loads from the second level and roof should be individually wrapped with the same fire protection as the floor assembly. Section 4303 (b) 6. Details showing the individual protection of the steel and wood beams should be submitted for review. 6. Details for the penetrat ions on the two hour floor ceiling assembly should be provided for review. Fire stopping should be of an approved material, securely instatled and capable of maintaining its integrity where subject to the time temperat_ure curve of UBC Standard 43-1. Section 4305. The walls separating the__`g�arage and the dwelling units at the elevator 7. shaft and next to the stairs should be of two hour fire resistive construction. Details should be provided on the plans. A design from the Fire Resistive Manual from the Gypsum Association may be specified. I - A's, 8. The weather resistive barrier to protect the interior wall covering Z_A5 should be as specified in UBC Standard for kraft waterproof building 3-,A,g paper. You should ensure this is followed. This should be specified on the plans. 9. The foundation walls enclosing the basement should be damp proofed. Section 1709(d) . Plan Check 2593 Jerry Saterlie, Edmonds December 15, 1989 Page Six 4 * -j c .Q,10. Specifications for the elastomeric coating should be submitted for review. so we can verify if it is an adequate water proofing agent. Section 1707(c). 11. The spacing of the horizontal pipes of the guardrail shown on detail 2 of sheet A5 should be such that a sphere 611 in diameter can not pass A,( through. Section 1711. This should be noted on the plans. Draft stops should be provided in the attic and overhangs and should be above and in line with'the wall separating tenant spaces from each A.,hother and from other uses. Section 2516(f)3B(ii). T his should be shown on the roof plan. 13. Specify' method of anchorage for the roof tile. The concrete roof JL i 14 tile should comply with an ICBO technical report or other approved data to show it complies with UBC Standard 32-12. Table 32-D-1. -7 - t:51 14. Each elevator lobby or entrance area should be provided with an C4 -X4 approved smoke detector. Section 5103(g). uAc- r1000 15. The elevator shaft should be vented. to the outside. The area of 'Alt the vent should be not less than-3-1/2% of the area of the elevator shaft. Section 5104. 16. The glazing within doors and within 12" of all doors, sliding glass doors, showers and bath enclosures should be labeled impact type per UBC Standard 54-2. Section 5406. EXIT 1. Two exits are required from the second level. The exit should be separated by a distance equal to 1/2 the overall maximum diagonal at (M. S the second. level. The maximum diagonal is 75.25'. The distance between st�rir I and stair 2 is less thAn 37.63'. Also the distribution of the exit should be such that any arec-rwithin the unit with 10 or more occupants should have access to two required exits. Section 3303(c). 2. Stair 1 exits into a garage. The overhead door is not acceptable as a required exit. Section 3304(n) . This should be corrected. 3. All the exit doors should be openable from the inside without the use of a key or any special knowledge. This should be noted on the plans. Section 3304(c) . 4. The height of all exit doors should be specified on the plans. Section 3304(f) . 5. There should be a floor or landing on each side of the door. The door or landing should be not more than I" lower than the threshold of the doorway. This should be noted on the plans. , Section 3304(i) . Plan Check 2593 ' Jerry Saterlie, Edmonds December 15, 1989 Page Seven 6. The dimensions of all landings should be shown on the plans. Section 3304(j) . 7. The handgrip of the handrail as shown on detail 1 on sheet 6 has a dimension greater than 211. This should be corrected. Section 3306(j) . t5�o'-1 A68. Fire blocking should be provided at midspan on stair 1. 6,4. It appears from the sections that the bottom soffit of the stairs will Z�,.�61,94_be separating the B-1 occupancy and the R-1 occupancy. This is not e since a two hour occupancy separation is required. The designer acceptabl should clearly define the occupancy separation around the stairs. Section 503(c). �X.e 'e-1 �'A 10. The garage floor should drain to an approved oil separator or trap J4>�!p, discharging to sewers. Section 702(b). 11. If the water heaters do not have a rigid water connection and they. are over 41 in height, they should be anchored or strapped to -resist horizontal forces due to seismic loads. Section 504 UMC. f lov, 12. The locations of the dryer vents should be shown on. the plans. Section 1903 UMC. Structural comments will follow under separate cover. Our headquarters accounting department in Whittier, California will send you an invoice for this plan- reviewing service based on a valuation of $ 340,000. I am returning all data and plans to the designer and am taking the liberty of sending a copy of this list- directly to him. To do the recheck, the designer should revise the p-Tans and specifications, indicate on a separate sheet on which sheet or deta-ir the corrections may be found and return these check prints. Please feel free to contact me if there are any questions. Very truly yours, 6Puane C.Jc_h=ust"eP. E. Regional Engineer spM Enclosure c/Warren Lafon Architects n; Rj A 'OFFICE CORRESPONDENCE; I ER Nlt TO, k FROM 94 � ez, DATE,' SUBJ ECT 04?4_�allp top 0 �44 1� (e, -P are_ k-X - Ij LD 47 fill iw- ON,