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HomeMy WebLinkAboutPermit 5870 - City of Tukwila / Fire Station #54 - Temporary Mobile Home.• BUILDIPG PERMIT -'dl II�il11I�II II�l111'Il II" +11111, (POST WITH INSP► : ,fION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 ' (206) 433 -1849 BUILDING PERMIT NO. 5S-70 DATE ISSUED: 1 •1.. - 4237 S 144 FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 45.00 29.00 t4L(39 1Q- - '6`1 PLAN CHECK FEE BUILDING SURCHARGE 4.50 ADDRESS ZIP ENERGY SURCHARGE OTHER: TOTAL • 78.50 NI/ v PLAN CHECK #89 -388 PRO.1F('T tNI OFIP.T11T1O1.1 • PROJECT NAME/TENANT ASSESSOR ACCOUNT Tukwila Fire Department 93artment Station #54 00400Q -65 TYPE OF U New Building ❑ Addition Tenant Improvement (commercial) Li Demolition (building) (J Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ® Other lempjaryt Structure DESCRIBE WORK TO BE DONE: 2,000 00 Install temporary 14 X 65 ft mobile home for living space and offices. PROPERTY OWNER Tutkwi 1_a Fire_ De artmen PHONE 575 -4404 ZIP 98188 ADDRESS 444 Andover Park East, Tukwila, WA CONTRACTOR Tukwila Fire Department PHONE 575-4404 DATE ZONING: BAR /LAND USE CONDITIONS ❑Yes ®No ADDR ESS 444 Andover Park East, Tukwila, WA ZIP 98188 N/A N/A WA. ST. CONTRACTOR'S LICENSE # N/A ARCHITECT N/A PHONE ADDRESS ZIP USE -0 / / CODE_ (O .1PF I/1r10E. / FLOOtg4 SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD• SQUARE FEET OCC. LOAD TOTAL, TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N - S - E - W - FIRE PROTECTION: ❑Sprinklers ❑Detectors 0 N/A UTILITY PERMITS REQUIRED? ❑ Yes ®N o (through Public worked ZONING: BAR /LAND USE CONDITIONS ❑Yes ®No CONDITIONS (other than those noted on or attached to •ermit/plans): Mobile o t- I. . - - • -1 , ' . ' . 1 .. of final incpac.Jinn of the fire station remodel. APPHOVED FOR •- BUILDING ISSUANCE BY: //,(/, �>,1 OFFICIAL DATE: /t2 -2/- r I hereby certify that I have read and exa : ' :d this permit and know the same to be true and correct. All provisions of law and ordinances governing this wo will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi , or the performance or work. I am authorized to sign for and obtain this budding permit. SIGNATURE: DATE: (. - - 7'y _ S PRINT NAME: COMPANY: L4_40 This permit shall become null and void if the work is not commenced within 180 days fii~om the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: vat raw BUILDING PERMIT \/ (POST WITH INSPL, . (ION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. DATE ISSUED: 3?7c sI • IDR SS PROJECTNAME/TENANT Tukwila TYPE OF JJ New Building 0 Addition Li WORK: 0 Rack Storage ;1) R DESCRIBE WORK TO BE DONE: 4237 S 144 PLAN FEES DESCRIPTION AMO NT RCPT to DATE BUILDING PERMIT FEE 45.00 1-LL /? l 1v"?- cW-b`1 RIN ' i COMPANY: T NAME. PLAN CHECK FEE BUILDING SURCHARGE _____29.00 4.50 ARCHITECT NSA PHONE SQUARE FEET ENERGY SURCHARGE SQUARE FE ?T ZIP SQUARE FEET OCC, t (,1�_ TOTAL SQUARE FEET OTHER: TOTAL - 78.50 V SUITE $ ) VALU 0 .NSTRUCT1ON • $ 1 ASSESSOR ACCOUNT t7 044QQ 0365 a Fire Department Station 1154 Q Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill eroof 0 Remodel (residential) Other: Ter norrlry t ucture.�_ Install temporary 14 X 65 ft mobile home for living space and offices. PROPERTY OWNER Tukwila Fire Department PHONE 1 57=4404 '7_IP 98188 ADDRESS 444 Andover Park East, Tukwila, WA CONTRACTOR Tukwila Fire Department 444 Andover Park East, Tukwila, WA PHONE 575:4404 EXP. DATE RIN ' i COMPANY: T NAME. ADDRESS ZIP 9 s WA. ST. CONTRACTOR'S LICENSE # N/A ARCHITECT NSA PHONE SQUARE FEET ADDRESS SQUARE FE ?T ZIP JSE 4 / / CODE:, COMPLIANCE / / / ._si Final ios_pect_inn_o.f he_fito ate. ion remodel , RIN ' i COMPANY: T NAME. — -C, Le Gz� L • ( (7oq 4, SQUARE FEET OCC, LOAD SQUARE FEET OCC. LQAD SQUARE FEET OCC, LOAD SQUARE FE ?T OCC. .LOAD SQUARE FEET OCC, t (,1�_ TOTAL SQUARE FEET TOTAL OCC. LOAD 'OTAL YPE OF CONSTRUCTION: UDC EDITION (year) 88 SETBACKS: N• - S— E— W- IRE PROTECTION:OSprinklers 0 Detectors 0 NIA UTILITY PERMITS REQUIRED ?Oy0s alNo IPubIi9Work5r 'ONING: BAR /LAND USE CONDITIONS oyes regulating constructs n or the performance or work. I am authorized to sign for and obtain this building permit. ONDITIONS (other than those noted on or attached to permit/plans): Mobil e home Shat 1 he remnved within 30_5lay ._si Final ios_pect_inn_o.f he_fito ate. ion remodel , RIN ' i COMPANY: T NAME. PH-IOVED FOR A 1` BUILDING ■SUANCE BY: /'' /l,L OFFICIAL DATE: -. 2 —2 ey to be true and correct. All provisions I hereby certify that I have read and exa . :d this permit and know the same of law and ordinances governing this wort( will be complied with, whether specified herein or not. The granting of this perrnit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructs n or the performance or work. I am authorized to sign for and obtain this building permit. IGNATURE. �� =-�` . k.. •_.a. "�'" r DATE: `,-) ��"•)--- -�' RIN ' i COMPANY: T NAME. — -C, Le Gz� L • This permit shall become null and void if the work is not comrnenced within 180 days ftam the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ERTIFICATE OF i DATE ISSUED: CUPANCY NO. ,CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Co, Trai-tW INSPECrN RECORD PERMIT # Date /69-,P7-3, Type of Inspection, 1- /.-r-e14..f, 0--e.--1?--ea..A.-0--(j-- Date Wanted Site Address 11-,P,?/7 .1/4S. I gq Project 4/Ci,„ . Phone # c9-474g-E-04-6 575- R-/o/ Requestor Special Instructions Ins ection Results/Commen : i4e/ efae."47 Hei)J 6*- . olf neer ce)--ket-rolee- Tnemein+nv, /7).9Le4o14 icuiiut rx�tur�tn1n MOUfINO CONSTIIVCTION aunty smintims © MAR 181983 2 6 _� ZP.5(337o iCrj_,�6. as rhccCu -Cure, /t- Crrbk=Ce, STANDARD PIER TYPE BLOCKING Standard Pier Type Blocking is the most common arrangement of footings. The footings are spaced as evenly as practical under the main I -Beam. This method is not approved for roof load zones exceeding 40 PSF. If the home has 6" or wider eaves, you must use Table 'B'. If the home has no eaves or eaves less than 6" wide, you should use Table 'A'. Loads for piers spaced from 4' to 10' are shown on all tables. The maximum recommended s acin of iers is eight. feet. See the p ans below for further in ormation. Once you have arrived at the load for each pier load, that load can not exceed the capacity of the pier and footing used. The footing capacity may be determined by multiplying the area (sq. ft.) times the local soil bearing capacity. See page 14 for General Construction Notes. 18 "MAx, Singlewide e M:1►x. tiQAUrtG ao' CITY OF TUKWILA APPROVED DEC 1 9 9 B 1 DI G DIVISION OPTIONAL EXPAND° r ® n I8 "MAX_,1 F-_°' 41 10'- -,. Doublewide Refer to Table A or B as applicable. For C erline pier W capacity see Table D. * �© MAR 181983 c .= c"°- GENERAL CONSTRUCTION NOTES 1. Main frame pier block location can affect the operation of windows and doors. Therefore, blocking may need periodic adjustment to allow smooth operation of windows and doors. 2. Type 'z' pier blocks are located at the sides of sliding glass doors under the main frame beam to allow smooth operation. 3. The perimeter joist must have 16 square inches of bearing at the top of footing when supported. 4. A maximum setback of 18" from the end of the frame is allowed for endwall piers. 5. Endwall piers may be one -half of the amount shown on the tables. 6. A 'w' footing is required to support all doublewide center- line ridge beam posts and must not be substituted for an 'x' footing. CITY OF TUKWILA APPROVED U E C 1989. BU LDI G ' 'VISION *14 FLOOR SHEATHING FLOOR FRAMING MAIN FRAME - STEEL' I° BEAM HARDWOOD SHIMS 2 "X 8 "X 16" WOOD CAP BLOCK OR CONCRETE CAP 40 PIER MAX:8 X ex 161 CONCRETE BLOCKS BOaPIER MAX: DOUBLE CONCRETE BLOCKS INTERLOCKED OR POURED CONCRETE PIERS OR APPROVED STEEL PIERS,OR TREATED WOOD POSTS MAY BE USED. SEE TABLES "A TB" FOP SIZE OF FOOTINGS AND SPACING TYPE UX1I -I BEAM PIER SUPPORT c) IID ►i*3 ifr4Cttlit5 NOU$JNS cONSTIuorwM v a WM 1141119,1% en MAR 18 1983 g (. 4t cc Cl. V czc DOUBLEWIDE CENTERLINE BLOCKING TABLE '0' MINIMUh1 'W',FOOTING SIZES , BASER ON SOIL BEARING 1000 PSF 19" x 19" 1500 PSF 2500 PSF ,'16 "x 16" ® 12" x 12" 21" x 21" •F: 16" x 16" 800011 34" x 34" 24" x 24" 22" x 22" CITY OF TUKWIL APPROVED C�EC 1989 BUILDING D IS1 MAXIMUM LOAD FOR A FOOTING SIZE BASED ON SOIL BEARING SOIL BEARING CAPACITY FOOTING SIZE 1000 PSF 1500 PSF 2000 PSF 12" 16" 20" 24" 30" 12" 16" 20" 24" 30" 0 0 0 0 0 2500 PSF 0 0 (g) TYPICAL PIER CAPACITIES PIER TYPE Steel TYPICAL CAPACITY 2000/ to 10,000# Wood(6 "x8 ") 14,0000 Concrete Block 20,000# TYPICAL SOIL CAPACITIES SOIL TYPE Compact Sand & Gravel, Hard Clay Loose,Medium and coarse sand,fine compact sand, compact sandy loam, medium clay Fine loose sand,loose sandy loam,soft clay BEARING PRESSURE 2000+ PSF 1500 PSF 1000 PSF 13 Nowt.; ACONSI uCIION •� V 1 wily. s umf`mMS Cm MAR 18 1983 ,c2 .t 6 c. TIE -DOWN INSTRUCTIONS Manufactured homes located in the United States must be securely anchored to the site in order to resist wind forces. Figure 2 indicates U.S. wind zones as specified by the Federal Standard. A data plate located near the electrical distribution panel in- dicates which structural zone the home was designed for. MODULINE INTERNATIONAL homes do not include the hardware necessary to complete the tie -down system. Approved tie -down equipment is available through the dealer or manufactured home supply stores. GENERAL REQUIREMENTS FOR TIE -DOWN EQUIPMENT Tie -down systems must consist of certified materials of adequate strength. Material specifications contained herein should be considered as minimum specifications. Galvanized cable or steel straps must have at least 4,725 pounds breaking strength. Type 1, Finish B, Grade 1 steel strapping, 14 inches wide and 0.035 inch thick, conforming with Federal Specification QQ- S- 781 -H, is typical. Galvanized connection devices must have at least 4,725 pounds breaking strength. Ground anchors should be installed per the manufacturer's recommendations and should withstand a minimum 4,725 pounds pull. TIE -DOWN PROCEDURE See Page 19 for tie -down details. For your convenience the frame is stenciled "Tie- Down" at each point that a tie -down is required for the zone in which the home is located. Attach the tie -down equipment only after the home is properly leveled. 1. Place ground anchors in line with each tie -down clip and below the perimeter edge of the home. Do not install the anchors outside the perimeter of the home in order to avoid interference with the skirting installation. 2. Attach tension devices and cables or straps to the anchors and the attachment clips. 3. Tighten all tie -downs until they become taut in an alternating pattern from one side of the home to the other. Periodical tightening and adjustment of the tie -downs may be necessary. A detailed tie -down system by "Minute Man Anchors" is included as one acceptable system of anchorage. There are many systems available which you may choose from, as long as they meet the general requirements listed above and on Page 19. 18 NOOUSINNl I co SI2UCI a a.m su((D' , 0 MAR 18 1983 Q 6 a5e (TIE- DOWN INST('RUCTIONS ZON DOWN PLACEMENT I -15 PSF WIND tt'•O• +AAA ZONE II -25PSF WIND .{I .{rat • • 4 30 . wrn ti •o' RmLs ' 4:64 NAAlS. I MAM MAX Mh WIND ZONE I EDOWN SUMMARY A • •••NUMBER OF TIEDOWNS 36' to 44' 4 SINGLEWIDE D DOUBLEWIDE 4 4 4 1,5' to 56' 5 5 4 4 57' to 688 6 6 5 5 69' to 80' 7 7 6 6 o— WIND ZONE II TIEDOWN SUMMARY' ACTUAL HOME LENGTH 1_ --- -j - - -- o- r .z,1--1,-F- a.-- ',:-4. 49 to 56' 1 a -H 571 to 64' i-- .I.- ___ --I- .o.- 9, -1 i- r-/ / 7- WIND ZONE II TIEDOWN SUMMARY' ACTUAL HOME LENGTH NUMBER OF TIEDOWNS REQUIRED EACH SIDE 36' to 40' 41' to 48' 6 49 to 56' 7 571 to 64' 8 3 I to 72' 9, 73' to 80' 10 W11µ AI NORNICAJ+( OUTibccib — 11/16.OW HX( tMl tl(DOWN CASU nq IgJ(O COH• HECTIC/HID CHASSIS LISTED MXDWH CY[k1H0 ANCHOR 11116,, APPROVE D . C 2. 1389 BU RI ISIO UNAI. HURR{CANE IXAP X11' ® ItSTEO NEOOWN fJ�AO /UCHON ".r Limo 1YCM11VW STRAP R(OUN►R; PU SPECIAL SHOP 'I+CPARA110N SECTION Q In L ISICD TMDO •TRAP RIOUININO SPICIAL SHOP VNIPARAT ION. LI1TCo JR All jL 'Z +CC P1•r t(n`IwIG boobleolo, �I�At Zotw 1` IZII Zon• IIZone 11 ME DIA HOLE (OR 6/E oi.SOU. LtSI(O 11COOW STRAP Mr4JJ,InI1O NO SP(CIAI SHOP PRCPARAI R�1. R' STRAP CABLE ucrloH n 1. 1. A cross member must be adjacent to each tie -down. 2. Tie -down straps are designed to wrap around main frame `AI (see tie -down manufacturer's fastening details). gal 3• The required diagonal frame tie -downs must not be deleted even when used in conjunction with the supplemental Hurricane Straps. If your home is equipped with supplemental 'over the top' Hurricane Straps, connect them to separate ground anchors using the appropriate listed connector. 4. End tie -down straps shown for Wind Zone II may be reversed to be connected to anchors located under the home. However, both must be angled in from the front and rear or both must be angled out from the front and rear. SIO0 70 • CITY OF TUKWILA ‚1 <t-19,-tio comi, 1110nin PLAN CHECK 441% Caf2P cl:gct CANAtt, at() M45{;(1vAato latstz Egockei 6,)( ( (0) etwurn '-Ektact,kg -46Jiztia,u8 (cd(LowaRi E 7 1 10 11 , 6- F --TkA-ILEL 604.0 17 14& \)1 eta_ 41_15 1E 1S -Crt-0 --/-627r9--Y, 24 157z1 571 14--/p) =- 4■5-so* 22 21 kkci LASe-■ 0 Pa-Q.d.5 :p& < 0060 F Aazw. S. 011<i 27 Laqi/IZ 2E • 25 Oe/ri /ma /6 ctia ctxt2-7,4 , 2' .01,,zt,a0L 8)0(a_ teg..1 —45_0 .ezza_ ' 1909 • City' of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Plan Check #89 -388: Tukwila Fire Dept. Station 054 4237 S 144 (Mobile Home) THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 6. Provide landing at entry door per U.B.C. Section 3304 (j). Provide stair and handrail per U.B.C. Section 3306. 7. In lieu of compliance with chapter 51 -10 W.A.C., provide annunciator button at base of stairs to signal occupants of mobile home. 8. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. < BUILDILIG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS: SUITE NO,: PROJECT: 4237 S 144 Tukwila Fire Dept. Station #54 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433-1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 X14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X17 BUILDING FINAL 433 -1849 INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - Atter rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. umwse PLAN CHECK NUMBER 8c7-585 ( PROJECT: "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL X17 BUILDING FINAL 2- (D .3 4.u, U P- La- tx s Q z \ <n Q (LL 4‘ r g t'S 2 tom'' Q V :?_1 \P 0 W� V J (40 �'' THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ,(i2') No changes will be made to the plans unless approved by the �V/��/w� Tukwila Building Division. 0 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363), OAll mechanical work shall be under separate permit through the City of Tukwila. l/� 11 permits, inspection records, and approved plans shall be IIVV//��� posted at the job site prior to the start of any construction. O6 When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. OAll structural concrete to be special inspected (Sec. 306, UBC). OAll structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). O9 All high- strength bolting to be special inspected (Sec. 306, UBC). to Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. OPartition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. OEngineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall beer the seal and signature of a Washington State Professional Engineer. OAny exposed insulations backing satsrial to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 1S Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). OA statement from the roofing contractor verifying fire retardancy of rook wfll be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 18 All food preparation establishments oust have King County Health Departsent sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. l9 Fire retardant treated wood shall have a flame spread of not over 25. All saterials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of �/���///v. plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. CI -Mdriui CONSit1RtIOw t sum t1"Mn,rot C3 MAR 181983 ct 6 Y P EC TIE DOWN ZONE I -15 PSF WIND .t 7 :.o �' •t. Hu"nK "Nt 61. o nm0G e liptiON Mitt MN 1 1=01:06111. INITO 111004•1 WOUND NMCNoly 131.01LDI DIVISION Oe 40tiel INUOIIK"NE "r 1IIIeY ' 11s1�o r[mwNys�[ilrr LI ,NCM�u lrM Oi4 t' Tip:: —DOWN INSTRUCTIONS ACEMENT ZONE 11 - 25 PSF WIND X1.1.0094 4- Fxr WA a• r —1 roam WIND ZONErT!EDOWN SUMMARY WIND ZONE I TIEDOWN SUMMARY ACTUAL HOME LENGTH NUMBER OF TIEDOWNS RE•UTRED EACH SIDE 6' to 44' N, hWfU • L 4 /ANON.' iii (%I!'•U 1111111( 1Tai tall111111111111 1111111Iirl►r llINUOION 45 to 6 57 to 68 to 80 �' •t. Hu"nK "Nt 61. o nm0G e liptiON Mitt MN 1 1=01:06111. INITO 111004•1 WOUND NMCNoly 131.01LDI DIVISION Oe 40tiel INUOIIK"NE "r 1IIIeY ' 11s1�o r[mwNys�[ilrr LI ,NCM�u lrM Oi4 t' Tip:: —DOWN INSTRUCTIONS ACEMENT ZONE 11 - 25 PSF WIND X1.1.0094 4- Fxr WA a• r —1 roam WIND ZONErT!EDOWN SUMMARY ACTUAL HOME LENGTH NUMBER OF TIEDOWNS REQUIRED EACH SIDE --- f--- "'�. —� 'N--•---f------ 36' to 40' 41' to 48' 6 74r to 56' 7 _ 1 ib `G 'fir, . •t3 73 to Mr— ��"3.! '�ifig. ;1;.! ,••1i1`.`.r,•,,af'✓:.i ■, I,i • SECTION III 101 ilnFlerW N1u41•WIN tole 1 Item 11 two Ilion. 11 5TH *Min 1114111111 iumm unt am Al 2sG�tS,lliaa 11 t 2yli.fil . sac 'sow a NOTE: 1. A cross member must be adjacent to each tie -down. 2. Tie -down straps are designed to wrap around main frame (see tie -down manufacturer's fastening details). 3. The required diagonal frame tie -downs must not be deleted even when used in conjunction with the supplemental Hurricane Straps. If your home is equipped with supplemental 'over the top' Hurricane Straps, connect them to separate ground anchors using the appropriate listed connector. 4 End tie -down straps shown for Wind Zone II may be reversed to be connected to anchors located under the home. However, both must be angled in from the front and rear or both must L_ be angled out from the front and rear. 10 iiFuse :11 ∎I0 IMa CiSteuma1 j • win tu«nal ›/ MM 181983 ccE d 6 TIE -DOWN INSTRUCTIONS Manufactured homes located in the United States must be securely anchored to the site in order to resist wind forces. Figure 2 indicates U.S. wind zones as specified by the Federal Standard. A data plate located near the electrical distribution panel in- dicates which structural zone the home was designed for. MODULINE INTERNATIONAL homes do not include the hardware necessary to complete the tie -down system. Approved tie -down equipment is available through the dealer or manufactured home supply stores. GENERAL REQUIREMENTS FOR TIE -DOWN EQUIPMENT Tie -down systems must consist of certified materials of adequate strength. Material specifications contained herein should be considered as minimum specifications. Galvanized cable or steel straps must have at least 4,725 pounds breaking strength. Type 1, Finish B, Grade 1 steel strapping, 14 inches wide and 0.035 inch thick, conforming with Federal Specification QQ- S- 781 -H, is typical. Galvanized connection devices must have at least 4,725 pounds breaking strength. Ground anchors should be installed per the manufacturer's recommendations and should withstand a minimum 4,725 pounds pull. TIE -DOWN PROCEDURE See Page 19 for tie -down details. For your convenience the frame is stenciled "Tie- Down" at each point that a tie -down is required for the zone in which the home is located. Attach the tie -down equipment only after the home is properly leveled. 1. Place ground anchors in line with each tie -down clip and below the perimeter edge of the home. Do not install the anchors outside the perimeter of the home in order to avoid interference with the skirting installation. 2. Attach tension devices and cables or straps to the anchors and the attachment clips. 3. Tighten all tie -downs until they become taut in an alternating pattern from one side of the home to the other. Periodical tightening and adjustment of the tie -downs may be necessary. A detailed tie -down system by "Minute Man Anchors" is included as one acceptable system of anchorage. There are many systems available which you may choose from, as long as they meet the general requirements listed above and on Page 19. 10 ossumosm g=5 1 mom moms W A MAR 181983 o- cr 6 d DOUBLEWIDE CENTERLINE BLOCKING TABLE 'D' SYMBOL MAX. LOAD MINIMUM 'W' FOOTING SIZES BASED ON SOIL BEARING 1000 PSF SQ.IL BEARING CAPACIT" 1500 PSF 2000 PSF 2500 PSF 2500# 4500# 19" x 19' 4" x 14" 12" x 12" 26" x 26" 21" x 21" 18" x 18" 16" x 16" 8000# 34" x 34" 28" x 28" 24" x 24" 22" x 22" ITY OF TUKWILA PPROVED C)CC#►119 9 d'■1 ID NG S ' ISIOT f 10000# 38" x 38" 31" x 31" 27" x 27" 24" x 24" 14000# 45" x 45" 37" x 37" 32" x 32" 29" x 29" 18000# 51" x 51" 42" x 42" 36" x 36" 33" x 33" MAXIMUM LOAD FOR A FOOTING SIZE BASED ON SOIL BEARING SOIL BEARING CAPACITY FOOTING SIZE 1000 PSF 12" x 12" 16" x 16" 20" x 20" 24" x 24" 30" x 30" -0 1500 PSF 2000 PSF 2500 PSF 0 0 0 0 0 0 0 TYPICAL PIER TYPE Steel PIER CAPACITIES Wood(6 "xB ") Concrete Block TYPICAL CAPACITY 200011 to 10,000# 14,0001E 20,000# TYPICAL SOIL CAPACITIES SOIL TYPE Compact Sand & Gravel, Hard Clay Looee,Msdium and coarse aand,fIne compact mend, compact sandy loam, medium clay Fine loose sand,loose sandy loam,soft clay BEARING PRESSURE 2000+ PSF 1500 PSF 1000 PSF i fla O • 18 1983 . oc o. 4; 6 GENERAL CONSTRUCTION NOTES 1. Main frame pier block location can affect the operation of windows and doors. Therefore, blocking may need periodic adjustment to allow smooth operation of windows and doors. 2. Type 'z' pier blocks are located at the sides of sliding glass doors under the main frame beam to allow smooth operation. 3. The perimeter joist must have 16 square inches of bearing at the top of footing when supported. 4. A maximum setback of 18" from the end of the frame is allowed for endwall piers. 5. Endwall piers may be one -half of the amount shown on the tables. 6. A 'w' footing is required to support all doublewide center- line ridge beam posts and must not be substituted for an 'x' footing. CITY OF TUKWUi APPROVED UEC4 199. 1/4 '34 B ILDI GO ' ISION FLOOR SHEATHING FLOOR FRAMING MAIN FRAME - STEEL• I "SEAM HARDWOOD SHIMS 2 "X 8 "X 16" WOOD CAP BLOCK OR CONCRETE CAP • 40 PIER MAX:B X 8.X 1e CONCRETE BLOCKS SO PIER MAX: DOUBLE CONCRETE BLOCKS INTERLOCKED OR POURED CONCRETE PIERS • ��� !� ',_'; _! OR APPROVED STEEL PIERS,OR . I '•i••. . • jpI SEE TABLES A T 6 " FOR &-21 SIZE OF FOOTINGS AND SPACING TYPE `1XI` -I BEAM PIER SUPPORT J Mato, W 0 MAR 1819133 gcg 4 o- STANDARD PIER TYPE BLOCKING Standard Pier Type Blocking is the most common arrangement of footings. The footings are spaced as evenly as practical under the main I -Beam. This method is not approved for roof load zones exceeding 40 PSF. If the home has 6" or wider eaves, you must use Table 'B'. If the home has no eaves or eaves less than 6" wide, you should use Table 'A'. Loads for piers spaced from 4' to 10' are shown on all tables. The_maximum recommended spacin of is ei ht •(8 feet. See the plans below tor furs er information. Once you have arrived at the load for each pier load, that load can not exceed the capacity of the pier and footing used. The footing capacity may be determined by multiplying the area (sq. ft.) times the local soil bearing capacity. See page 14 for General Construction Notes. I8 "MAX_ Singlewide gilMAY . 'QACINA 414Q-.. CITY (W TUKWILA APPROVED LEC .11989' BUILDING DI ISION —tic(x1 • IE OPTIONAL EXPAND 4' 10'÷-4'- 101 --.• Doublewide Refer to Table A or B as applicable. For C erline pier LW capacity see Table D. 7 A & B MOBILE HOME TOWING, INC. 9822 32ND AVENUE COURT SOUTH - P.O. BOX 98827 TACOMA, WASHINGTON 98498 -0827 (206) 584 -7833 December 7, 1989 TO: Gary LaPine Tukwila Fire Dept. 4237 S. 144th Tukwila, Wa. 98168 Dear Mr. LaPine: We propose to do and complete the following in moving your 14x66 home from the Renton area to the Tukwila area: Provide truck, oversize permit, pilot cars, 6 wheels and tires for moving home, unblocking, blocking and leveling at the new location with the visqueen vapor barrior All of the above work to be completed in a substantial and workmanlike manner according to standard practices for the sum of $802.78 including sales tax. ITEMS NOT INCLUDED IN THE ABOVE PRICE: Rental of axles or hitch if needed, cat or wrecker if needed to get home out of or onto site, planking or cribbing of home, removal, transporting or installing of awning, skirting, decks, porches, shed, heat pump or air conditioner, disconnecting or connecting of the electricity, any permits required other than the overwidth permit, tie downs, disconnecting or connecting of water and sewer, any extra materials that might be needed at the time of set such as more blocks, pads, wood or wedges if needed to get biome set to code Before moving day you will need a TAX CERTIFICATE FOR MOBILE HOME MOVEMENT from the King Co Comptrollers office and a BUILDING PERMIT. If you have any questions please give us a call. Respec ully submitl - 1 By Crittenden, Dispatcler PLEASE DATE AND SIGN ONE COPY AND RETUR TO OUR OFFICE TO CONFIRM MOVE. DATE NAME City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 89 -388 Gary L. VanDusen, Mayor December 13, 1989 Re: Tukwila Fire Department mobile home - 4237 South 144th Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUKWILA FIRE DEPARTMENT OFFICE_MEMO TO: BUILDING DEPT. FROM: GARY LAPINE SUBJECT: TRAILER INSTALLATION DATE: NOV. 15,1989 RECEIVED CITY OF TUKWILA NOV 1 5 1989 PERMIT CENTER WE ANTICIPATE INSTALLING A MOBILE HOME AT TUKWILA FIRE STATION 54 FOR THE DURATION OF THE REMODELING OF THE MAIN BUILDING. THIS TRAILER IS TO BE USED FOR TEMPORARY HOUSING FOR THE FOUR FIREFIGHTERS WHO SERVE AT THIS FACILITY. WE ALSO ANTICIPATE THAT THE GENERAL PUBLIC WILL FROM TIME TO TIME BE NEEDING ACCESS TO THE UNIT FOR THE PURPOSE OF HAVING BLOOD PRESSURES CHECKED, OBTAINING BURNING PERMITS, AND OTHER NECESSARY BUSINESS WE NORMALLY CONDUCT WITH THE PUBLIC. PLEASE NOTE THAT SINCE THE CURRENT FACILITY DOES NOT CONTAIN RESTROOMS ETC. FOR THE HANDICAPPED THAT THERE IS NO NEED TO REQUIRE THIS IN THE TRAILER AS THESE WILL BE INCLUDED IN THE NEW CONSTRUCTION. THIS INSTALLATION WILL REQUIRE THE ASSISTANCE OF SEVERAL SUBCONTRACTORS TO PROVIDE. THE 'NECESSARY SERVICES; THEY ARE AS FOLLOWS: PROVIDER SERVICE 1. UTILITIES SERVICE CO. TEMPORARY. POWER & CONNECT TO TRLR INCLUDES ELECT. PERMIT 2. SEATTLE CITY LIGHT CONNECTION TO POWER POLE 3. RESCUE ROOTER CO. LOCATOR FOR SEWER LINES ON PROP. 4. TUKWILA SEWER DEPT. INSTALL TEMP. SEWER LINE 5. A &B MOBILE HOME TOWING MOVE TRLR IN & LEVEL IN PLACE INSTALL VAPOR BARRIER AS OF THIS DATE WE ARE UNABLE TO BEGIN THIS CONSTRUCTION UNTIL THE CITY COUNCIL APPROVES THE BIDS FOR THE REMODEL, BUT I ANTICIPATE BEGINNING WITHIN A WEEK OR TWO. I HAVE INCLUDED A DIAGRAM SHOWING THE PROPOSED LOCATION FOR THE TRAILER AND IT'S UTILITY CONNECTIONS. IF YOU HAVE ADDITIONAL QUESTIONS REGARDING THIS PERMIT PLEASE CONTACT GARY LAPINE AT STA. 54 246-2045 OR HOME 244-7216. BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER cbci PROJECT NAME SITE ADDRESS I U K W 1 op t r-Q ]).242-1- kb. 5L1 SUITE NO. �1 a -.1 3 i Li g INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. .... ............................... • BUILDING - initial review FIRE Dua.n.Q 1 t b-U9 ......................... I1 -11 -59 ROUTED CONSULTANT: Date Sent - Date Approved - INIT: FIRE PROTECTION: ( j Sprinklers ( Detectors [J N/A FIRE DEPT. LETTER DATED: t v13,1 INSPECTOR: s )., • PLANNING ZONING: 1BAR/LAND USE CONDITIONS? rj s� INIT: 12- \`t-Sci REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- w- PUBLIC WORKS 0 OTHER UTILITY PERMITS REQUIRED? (] Yes n No INIT: INIT: PUBLIC WORKS LETTER DATED: I LA7 Wi0Lti12.i 4.611Z/V (ra 11/114' LJt BUILDING - inal review lZ•Z1- `( INIT' TYPE OF CONSTRUCTION: VN UBC EDITION (year): REVIEW COMPLETED C& L.c n Q / Tom ke-e e PERMIT NO. CONTACTED '-. Left xYYl o DATE READY DATE NOTIFIED --c69 (init.) --f PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) 03131 BUILDU'. a PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) ..��� vvvnvv,nv. asvv,v....v, ............... .,.,..,., (206) 433 -1849 DESCRIPTION :<: AMOUNT;. RCPT # DATE BUILDING: PERMIT. FEE: 45. ;oi`) Qq.0O PLAN CHECK NUMBER %� _ ∎iv APPLICATION MUST BE FILLED OUT COMPLETELY PLAN CHECK: FEE BUILDING SURCHARGE 1, vt) ENERGY SURCHARGE OTHER ,, , TOTAL.. , ...?%, SITE ADDRESS SUITE # 4237 s.144th VALUE OF CONSTRUCTION - $ 2000.00(est) PROJECT NAME/TENANT Tukwila Fire Dept. Sta. 54 ASSESSOR ACCOUNT # TYPE OF L New Building U Addition U Tenant Improvement (commercial) ❑ Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) © Other Temporary structure DESCRIBE WORK TO BE DONE: Install temporary 14x65 ft. mobile home for living space and offices. BUILDING USE (office, warehouse, etc.) Sta 54 business office and living area for four firefighters (temp. use during const) NATURE OF BUSINESS: Fire station WILL THERE BE A CHANGE IN USE? • No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 910 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Tukwila Fire Dept. PHONE575 -4404 ADDRESS 444 Andover Park East ZIP 98188 "CONTRACTOR Varies - -see attached letter PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZI P UE AND CORREC BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON He ffiz MINED SIGNATURE for T.F.D. DATE 11 -13 -89 PHONE 575 -4404 CITY /ZIP Gary LaPine Sta. 54 PHONa4H� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coord'.nator at 133 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED h-16 - %6A DATE APPLICATION EXPIRES 5 -I5-q) SL3MITTAL CHEM,. ‘,.IST •• • ••• " • .•• ••'...••••• •••••••-•••-• ••••• • " ••••••••••••••••• .••• . • • • • • • • •••••'• L j COMMERCIAL... NEW:. 60111.1iERPAL BUILDINGS/ADDIT10.48.. :• Completed building pen* application (one for each struCture) EjAssessor A000unt Number Two sets (2) of the followirrg: . „: ••• • : • • s Specifications ,.::. , .: " .• :, ": : ,, I.::: .• :. :. .: ..,,:, :1! :...,... ,,,•': :::•:1•':::::•••••::•::•'...::::::1:•:::::::::::::::::: fl engineer •,..1:.,::: ': :;,::•., :. :, : . . Bed engineer ral calculations stamped ,by a ,W, .0Sh ington State: _..... .. sed .,... • soli' 1. : 'stamped by a Washington 7ta !a lice n...: .,:..:...::, EjTopogr.apt*:!1,......:ri,:-...::::::::„......,:::::.:: Ene, caCletions..stamped by a :-,.....V!„.. ! 11::,::. .:, ..;::.„„„ :: ;;.,..;i,..„.....„.,,‘:„.,. ,..: ••.•••• •..: .• :: ....;:.;: . ;•;.::.....;•;!;.- ••• '... •:' •,„„ ; , ....,engineer:„.er•architect,,,, .,,.. ... . Legal description :::::•::::::.:::::.,;•.;.!,',.:,!••.::•,,•••:.'::.:.:-.:•:.•••,:::::',.,.;::,:::•„•::••:::::::.:.::::::::::::::::,::::::::„...,••:;,:„.......,:.„., ... .•.. Working eiiiWingi,ritairiPed by a Waihingtria:Stida:liden • ect,..!illiCh InciOde.:1'..•::::'•"'':':.::" j::•••••.i.::::D:::::::::::::::::.•:::'.:4-.:::::::.:i...J::•••-.P..'. . . ......,• :•. . •:: ±,• SIP plan • . • -" .... , :',',i,:::::::::;:.•,.;:::,::;,::::.:„.:::y::..,:„:::::.,....,:f::....,:::::::-,:•,:!,:..j,::„;!::::::•,,:;:::::::::•,,'•:::,.::::•,•:::::',:::,,:::::::i''' -•., Arcititctu ra1•'dtray•••• iega:..::::::::.::-.::::.,::„.•:........• ■ Stracturaldra■■■Inga,::::::::.,:i . , ., „........,.:•,, Mechanical drawinge::::.::::•,•:::'.:,':::i,::::•:??,':::;'•?::.,,••, • . . ....„ ..•• CONMERCIAL.':TENANT IMPROVEMENTS ••Completed building • permit for ea ch.o....struettire E•••••••..::.• ••• • • ,-••••,• ••••• ..•••••-• •:, :;•••, • „.... Account Number Assessor • ••••••• • • •• -•, ••• •••• " •-• ".••• • Two (2) sets of construction plans, which include flplan.'-:: ••• ;':. • • • • " •• • ''.•••• • •••.:•::-. Location •of tenant •:: • •••••••:••. Extitirig and PrOPC)#4). Pf Overall building pia!, :• -••• - • • :••••-••••.; Tenant.locadon•-.... • ..., :••• • . • Use of adjacent (common wall) tenant ;.:::.....:•:••-•-••••• • Overan'cilmensionir of building or Square footage • • - ••••••• .. .. .. CM *awlngs n • sublltatoo rs ir; Se :' e ••• • •••••••• ra t: • • • • • P...rii:aP01 Six (6) sets 01 dvsl drawings tvej . • • • • • Completed bu1ding permit applicaton .•.• • • • ■ , •;•:,• •:• • AaNsior Aunt Number Two ........ .... . . • •••• . • . • ... • . • . . • . ... .. . • . • .. .. . ... .. ••• • .• • • • . .. ...‘ E . . • Entir!sFft....•••••,:r97. r*ds will be ocaiod and •• • • "I/ (hahf wirith • * •• ito o: •-• TIrsdts... 6 et*" • by a •••• N°14, oider and • lied; • reitipour•(004"Pf8! and Stiiitlin4: Cula . • RESIDENTIAL Floor 'plan• of 'proposed tenant spacii:::....:•,.••••••••••,•::::::::::::::•::::•••;..:•:••••••••••••.;•::::.•,:,.....::::•:•,,,:•••• ••• .,%and•y!,•••• . ...••••••••: • space . planiith . : • •,3" " r-- doors .••••• • • •• •••• ;. ....eogxistiress ngA!!!!!... •„••••.::•:' • • [1 ConQuion detalis showing iu :•:: • fl •• Statansed . . . •'•••:•—• eng!914r.::••,••?..,••••••• . •••• . .. • . -•'••••piOn..]:".:.:::.'.••„:.-• • • .. . , if RENOOF LIJ Completod buliding permit application (one for each • any • . • .• . ' • • .; ACC949:••:.'•',:.:E: • roof, matedai baing • • •• • • A • certiffcatlon tetle(18 requlredp " • permit application v. • Pia"s •■•••••■■•■• • •?$ englneer may be rsqulred . . . . :••••••.:;•;;•...,::••••••:.•:::::•••...••,••••••••• • NEW SINSLE•FANIILY E Compfelad building permit application (One"fer.arich:StruCtOre Assesscir Account Number••••••••••••••:.:::•••• : • • , •••:. •• „ ••••••.•-•••••••:.:•••••••., .•.•. •:••••:.•1,••••••••• .• • .. . •••• ••• • ... • .. • .. • .. • •• • • . .••••• site lair •••• . • P • '• • • rwdation p!fn • . modr• PIM • . . . • R • oof • • okota. ... • ••••••:::;StructuBuilding.ral..c73. OOP. WaShiogto.n. leation CoomPilt • PQM. ltoPF1 . . . Six ':(6) seti.ef.!itii•plenri!heyringutgi#sar•,...:::,.::. •.; •••••:::::::•.•••••••••••:•••••••::: NOTE:.' Building site plan. and utility site plan may he aPPikatidn and checklist fet.SpeOd.selritaatetatintmen toPographicat end sods infemyttiop,tpaype,..t.e.aeltadli.,,,.... site condittena:.' • RESIDENTIAL ••••••••••••••••• • fl..• „ Assessor Account Twa (2) sets 01 worklng drawing., which Include Site plan Foundation plan Fkor p1 •' • •••• N yi.erof. plan StrildniisilaVattens.; ....... •••••:••••'••••":""j:g:::::•. • • Siructural framing plans ........ . •••••••••••••::•:••• • and plans must be submllte4 REROOFS • Completod • biiktog permit applipos ation (Ontt:f.t.:•••••,:P.:4.11%.t.t.Sr4.9.t. . • . ,••• . • r Account Number •• • • in0,•••••••••.• matedaibO iva•: -•,_•••• . . ••••• ';S J iJ Y us u,r a PERMMttT CENTER 4 GAr I"Ai'di col_1G -46 .PH-1 Pt-P\. - -- I a"r Px,05. m t✓7CIS i -ate. -ro FILE COPY > c o t 1:5 v $f1 c :�. r t< x e, N O V : > to 0 N a, -3 L C L CO L c ip <n : b "CJ on \ t,\ ) -F a �. vb. 09p • I eC a ''� E f .. R -a I ro w t� 0 ____4,Zrvag!- -4,614-€44mA4.,...a.n.A. 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