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HomeMy WebLinkAboutPermit D07-282 - HAYWARD BAKER - MOBILE OFFICEHAY\VARD BAKER 11180 EAST MARG WY S D07 -282 Contractor: Name: MODERN BUILDING SYSTEMS INC Address: P 0 BOX 110 , AUMSVJLLE OR 97325 Phone: Contractor License No: MODERBS272KC Parcel No.: 0323049129 Address: 11180 EAST MARGINAL WY S TUKW Suite No: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: HAYWARD BAKER Address: 11180 EAST MARGINAL WAYS , TUKWILA WA Owner: Name: E MARGINAL WAY PROPS LLC Address: 3006 NORTHUP WAY STE 101 , BELLEVUE WA 98004 Phone: Contact Person: Name: HEATH MCMANIGAL Address: 11180 EAST MARGINAL WAYS , TUKWILA WA 98168 Phone: 805 -766 -6078 DESCRIPTION OF WORK: PLACE 10' X 32' SELF CONTAINED MOBILE OFFICE ON PROPERTY $33,411.20 V -B DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 282 Issue Date: 08/23/2007 Permit Expires On: 02/19/2008 Expiration Date: 01/11/2008 Fees Collected: $990.64 International Building Code Edition: 2006 Occupancy per IBC: 0008 D07 -282 Printed: 08-23 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Main Extension: Water Meter: N Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N L JJL L Date: 9 a J I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of I pe t do - - pre - 1 e to giv - authority to violate or cancel the provisions of any other state or local laws regulating construction or r pe • _,! • f wo �. am au /orized to sign and obtain this development pe t. Signature: /MI Date: 8' d3 67 ev- Azle- Private: Public: Permit Number: D07 -282 Issue Date: 08/23/2007 Permit Expires On: 02/19/2008 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -282 Printed: 08 -23 -2007 Parcel No.: 0323049129 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: ** *PLUMBING AND GAS PIPING * ** HAYWARD BAKER 12: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 11180 EAST MARGINAL WY S TUKW 10: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -282 ISSUED 07/30/2007 08/23/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: Prior to moving the building on -site, a copy of the WSDOT moving permit, route map and proposed moving schedule shall be submitted to the City Development/Permits Engineer for validation. NO MOVING ACTIVITY SHALL BE COMMENCED UNTIL THIS VALIDATION HAS BEEN FORMALLY RECEIVED OR THE MOVER HAS CONTACTED THE DEVELOPER/PERMITS ENGINEER AT (206)433 -0179 TO VERIFY THE SAME. If a WSDOT permit has not been approved for the move, the City permit will need to be applied for. 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at D07 -282 Printed: 08 -23 -2007 Project: /7 7VA/4rd 9 'i /e e Type of Inspection: ,' 7 iv / A ddress. //8U P n '4 ( wy5 Date Called: Special Instructions: / Date Wanted: /7- Qv 6" p.m. Requester: Phone No: ,266-Z2.? ,W INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspecybr: 1 Date: ( n Ifi 1 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: p p r: at_ - -ro A „ ,1 „ „ 6(02 :•_-) _0 / A ei ()Ff - / IP tp".Jkil 6Arfer Jiim/ 70 A 0--d de, . ifs-e ae 4.t f DA-, e."7 . DAc.f_ l'IL-e oefilrri-Lei...7 kifi 5 14 d d,CF 1A5 4 of-r-IL sr1) i s) A ,3cf &: (7 : A 1 e,,c7 7v 4._,' 1 -ek . Requester: p(eASL cdue-elk. S 7 --- 47 ic f - 74-7 14) 31`C -40 1 .ei 4-tehti....A:7 of lyL2 I , 4 1 - cP AT ,.),■ 7 71 e SP Project: H-Pill tk) ilitt 4 1-,r- Type of Insoection• \.- ( --r-- f e)u . ..1GUACo Address: t 11 3 m E. it(A11./vA 1 07 Date Called: Special Instructions: Date Wanted: / — I I --,..) i5 p.m. Requester: Phone No: INSPECTION RECORD 0o7-ZYL Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 0 $58.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Approved per applicable codes. El Corrections required prior to approval. Inspectr Date: p it., d Receipt No.: 'Date: Project: , t lW4 / � 6 /240E Type f Inspion: —12C 14 N► Address: pi e,0 Suite #: /yj G k), S, Contact Person: Svc /ze- Special Instructions: Occupancy Type: Phone No.: /00.223- 1 - 32 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 17 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: i Date: / //y Hrs.: / Inspector: u)a /J /5 - $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 McCONKEY DEVELOPMENT co, INC. Development I Brokerage I Property Management I Investments COVER SHEET SITE ADDRESS: 11180 East Marginal Way South LEGAL DESCRIPTION: See Attached ASSESSOR'S PARCEL NO.: 032304 - 9129 -03 OCCUPANCY CLASSIFICATION: B PROJECT DESCRIPTION: Place 10'X32' self contained mobile office on property. BUILDING AREA: 315 square feet AREA OF WORK: 315 square feet VICINITY MAP SHOWING LOCATION OFSITE: See attached LABEL: Gold ACCESS: Stairs INTERIOR: Wood paneling, T11 exterior, BC tile on floor, acoustic ceiling 18 RECEIVED JUL 3 0 2007 PERMIT CENTEk 3006 Northup Way, Suite 303 I Bellevue, WA 98004 I P: (425) 889.1180 I F: (425) 822 -9393 I McConkeyDev.com PARCEL A: EXHIBIT A -1 Legal Description THAT PORTION OF THE SOUTHWEST QUARTER OP SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.K., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY MARGIN OP EAST MARGINAL WAY SOUTH, AND THE SOUTH LINE OF SAID SECTION 3, SAID INTERSECTION BEING 611.79 FEET, MORE OR LESS, EASTERLY OP THE SOUTHWEST CORNER OF SAID SECTION, THENCE NORTH 16'47'30" WEST ALONG SAID MARGIN 87.80 FEET; TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE CONTINUING ALONG SAID MARGIN NORTH 16'47'30" WFSp 73.74 FEET, THENCE NORTH 73'12'30' EAST 20" FEET, THENCE NORTH 16'47'30" WEST 100.00 FEET, THENCE NORTH 73'12'30• EAST TO THE WESTERLY BOUNDARY OF TIM RICHT OF WAY OF THE SEATTLE - TACOMA INTERURBAN RAILWAY, NON - THE PROPERTY OF THE SEATTLE LIGHT DEPARTMENT, THENCE SOUTHERLY ALONG SAID BOUNDARY TO A POINT IN THE NORTH LINE OF A TRACT OF LAND ACQUIRED BY THE CITY OF SEATTLE UNDER CONDEMNATION AND DESCRIBED IN SUPERIOR COURT ORDER NO. 489557 (VERDICT 36); THENCE SOUTHWESTERLY ALONG RAID LINE TO THE TRUE POINT or BEGINNING. RECEIVE) JUL 3 0 2007 PERMIT CENTS - 1 MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax (503) 749 -4950 N,.) kW) M PS 3 SEtc4 Iz� v11 3Zc� t c N 10,2_ E= -23.1 (e\L qL\ = qb4 _ Ft -I..I (01(497\ • SIL &? —IL. o (z 4.gz1 I eel F}= - 10.1(2.4 V4 RZ)s (11 . -4 stgi C7l1x (249(12.1A+ 131(42A 4501(4 9L \r 414 ur (934.2 344-o Uri 9 \ _. 12AOO(4.ctz1= 51e.4-o E S . � Alskok nkc c x 1.4 z. @ k Z7(o 77 v7 ; , 39 * SingA= lo 1641/414 - ibe 2.56: d , 1.5 iit4 2 fair 1.011 \r. 1.5 St , 5 Li c k.5(21i i `.O v : 1.ZSc$.1 1 5 i Z.5 Ze(0 *, Z qq l ass lgLiflf _DAVI o.4(IZa= _..__ -__.. ` 1b90(3z‘ R 3.2 9V 4(Z.1v • Uwi►1b tot (o' 14 ' 1) i`7C - 01163 � 1Z ?.1? _t e5 btl AsNAtr e. MY? __ 2 91 1 .x3 ‘211 0 1 t 0 IeSLJ = o.\$S(l7Ano ).= _ Z 20 !fir _ps5E rcr:rlt Nn JOB 10%02, SHEET NO. CALCULA D BY FILE oY A (92VO tS= - %bo c = 12.'1 b= -S9 C —13,1 c; 4 — lo.% 111 I a bri.b JEL JUL 310 2001 fk _ t5 = j Psi- 61L4 A • pERM1(CEN1 r Tta J = i ! 1 1 i -�z L4QC5 1 z 13� fl:46 DO7 LE2 i t 1 OF -' DATE DATE SCALE 0 99. 9.z(B \(IL.,\ 2 195 C= 12.1(7 41(12."1 1 . 36'i I sesu" REVIEWED FOR CODE COMPLLgNC APPROVED sae 1 5 20 Y Of Tukwila $ ILDI G DIVI ION { X1;1 vi ( e 5 4 6s4 45 -' 1 s»k tit Pr;. Zx 64-4(30 u1YVVUV LVVll Y�l V IAI.fJLLL: SGS science fora changing world The input zip -code is 98168. ZIP CODE 98168 LOCATION 47.4892 Lat. - 122.2991 Long. DISTANCE TO NEAREST GRID POINT 1.2063 kms NEAREST GRID POINT 47.5 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 33.112930 45.888500 66.142754 0.2 sec SA 72.323174 110.120399 142.260406 0.3 sec SA 61.401939 98.998154 128.414307 1.0 sec SA 21.501949 31.489161 49.095829 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: SEISMIC HAZARD: Hazard by Zip Code Page 1 of 1 RECIAVEL JUL 3 0 2001 PERMIT CENTER. http:// eqint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi 6/18/2007 f ��GC.�.r.•t i TABLE 1 Ultimate Friction Factors and Adhesion for Dissimilar Materials Interface Materials Mass concrete on the following foundation materials: Clean sound rock Clean gravel, gravel -sand mixtures, coarse sand Clean fine to medium sand, silty medium to coarse sand, silty or clayey gravel Clean fine sand, silty or clayey fine to medium sand ' Fine sandy silt, nonplastic silt Very stiff and hard residual or preconsolidated clay Medium stiff and stiff clay and silty clay (Masonry on foundation materials has same friction factors.) Steel sheet piles against the following soils: Clean gravel, gravel -sand mixtures, well - graded rock fill with spalls Clean sand, silty sand - gravel mixture, single size bard rock fill Silty sand, gravel or sand mixed with silt or clay Fine sandy silt, nonplastic silt Formed concrete or concrete sheet piling against the following soils: . Clean gravel, gravel -sand mixture, well- graded rock fill with spalls Clean sand, silty sand - gravel mixture, single size hard rock fill Silty sand, gravel or sand mixed with silt or clay Fine sandy silt, nonpiastic Various structural materials: Masonry on masonry, igneous and metamorphic rocks: Dressed soft rock on dressed.soft rock Dressed bard rock on dressed soft rock Dressed bard rock on dressed hard rock Masonry on wood (cross grain) Steel on steel at sheet pile interlocks Interface Materials (Cohesion) Very soft cohesive soil (0 - 250 psf) Soft cohesive soil (250 - 500 psf) Medium stiff cohesive soil (500 - 1000 psf) Stiff cohesive soil (1000 - 2000 psf) Very stiff cohesive soil (2000 - 4000 psf) RECF JUL 3 0 Friction factor, tan 8 0.70 0.55 to 0.60 0.45 to 0.55 0.35 to 0.45 0.30 to 0.35 '0.40 to 0.50 0.30 to 0.35 0.40 0.30 0.25 0.20 0.40 to 0.50 0.30 to 0.40 0.30 0.25 0.70 0.65 0.55 0.50 0.30 Friction angle 8 degrees 35 29 to 31 24 to 29 19 to 24 17 to 19 22 to 26 17 to 19 22 17 14 11 22 to 26 17 to 22 17 14 35 33 - 29 26 17 Adhesion C (psi) 0 - 250 250 - 500 I EL 500 - 750 - 750 - 950 - ;007 950 - 1,300 7.2 -63. PERMIT CENTEF Change 1, September 1986 i TIE DOWN E 11WEKING E ngineered •Tie ,,± : o h s System M ufactured home tie down calculations and schedules for single /double/triple wides Design Loads Wind Soil Bearing Tie Down Straps Seismic Zone 15 PSF 1000 PSF 3150# Working Load 4 Tie down straps meet federal specifications QQ-S-781H forT)rpe 1, Class B, Grade 1 strapping and be at least 1.1/4" x .035, zinc plated. Earth Augers 2962 • (Tested to 4750 # minimum) Cross Drives 1727 L(CalculategE Concrete Slab Anchors 13901 (Calculated) Note: Maximum soil presurr is 1000 P.S.F. without a soils report General Notes I. The charts shown herein are for the required number of tie downs on the sides of the Manufactured Home. 2. Tie downs are required at each chassis beam, each end of each transportable section of the Manufactured Home and can be any of the types shown herein. 3. Combinations of the different types of tie downs can be used. 4. In the event an earth auger cannot be installed due to an obstruc- tion, use of cross drive anchors is permitted, provided 2 cross drive anchors are installed for each earth auger that cannot be installed. 5. For all tie down installations, the Manufactured Home chassis members are shown as T beams for illustration es only. Chassis beams can also be "C" shaped or REV 6. End tie downs can be located within 18" of either side of chassis beam axis as shown. One end tie down required 18• at each 9' beam end 7. The sizes, types, lengths, etc. of materials shown herein are minimum. Larger, longer, heavier materials supplied by Tie Down Engineering may be used at the same spacing and locations shown. L Alternate devices may be substituted with engineers approvals. ge l of 8 t • 8 SPAHO ; c : 11= s • Engineer Approval —y to 6 OFFS S. Pn, X a. 15,18 02 or cAuA OP 3 44. State Approval S ENGINEERED TIEDOWN SYSTEM APPROVED SUBJECT TO CORRECTIONS HOED Approval does not atomize er approve any ism-. el n from requirements of applczbfc Seta tr.m. State of CeTtornia Department of Hosng and Cc. Dcve OF CODES ANDSTICNDA! D Data ? -2-2. -- O . ri d s P P a a 4 p r o v a ! E x p i r e s 0 2 ° ? JUL 3 0 1 PERMIT C- T E This tie down system meets the requirements of section 1336.5, subsection (a) TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, Georgia 30336 404 344 - 0000 Fax 404449 -0401 �.•< •• -tX'v... • • a t' • .• • •• ' • 1 • L0 1vl, r. ... 1•--t� r• 1 • .•t a ft k` - t Photo Courtesy of A.13. °hens MEETS U.S. GOVERNMENT SPECIFICATION Qty -S -781 y "3.8 2 Finish B strapping and seals. Finish B strapping or seals shall have sur- faces coated with zinc by either the hot •ipped or electro deposit process (see 6.1.7). At the option of the contractor the coating shall be tested as specified In 4.3.3 or 4.3.8.1, as applicable, and shall be not less than the following: Grade I 0,30 ounce per square foot of surface, or 0.0005 Inch thick. Grade 2 - 0.18 canoe per square foot of surface, or 0.0003 inch thick. In addition, edges shall not show signs of cop ersulfate when tested In armor- dance with 4.3,8,2," (This means edges mus coated!) ated!) Today, there's no question of the value of mobile Interlake offers steel strapping for us . a own- °• borne tie -downs as an effeotive means of prevent- ponent of any given anotfor system..or lag a mobile hotne from being pushed or rolled In safety realm as factory-installed s 07 off Its bfooks by the wind. the skin of the mobile home. PERMIT CENTER PACKAGING DIVISION e nterlake,d _ April S, 1978 Mr. Ed Abel Abesco Distributing Co. 4301 Power Inn Road Sacramento, Ca. RMCJr:d5d • yours R. M. C 1ton, Jr. S. es ' epresentativ 761 Port Chloago Highway Pittsburg, California 84665 (4 ) 8 7 -2 Dear Mr. Abel: - Interlake's 1 -1/4 x .031 H.T. Zinc Bpoxy is manufac- tured to the following specifications: Steel Grade 10045 High Carbon, Heat Treated Steel Zinc Rich paint, Waxed Slit Edge, rolled and coated Tensil Strength - 140,000 P.S.I.. Elongation 6.5 to t Strength, 5,4201 Gauge tolerance t.001S All Interlake Strapping is manufactured to meet Govern= ment.Specification QQS -781e, Type 1, Class A. Interlake Strapping is =also approved: for use by the American Association of=Railroads. If you have any further questions, please do not hesitate to contact me. JUL 3 0 2007 PERMIT C`NTE1 ISM tip„. r<ic Ice' FULL SERVICE u.sORATORIEs • EN3Iti 'OVER ONE HUNDRED YEARS Of.b Minute Man Anchors 305 W. Walker Street East Flat Rock, North Carolina 28726. Attention: Mr. Lode M. Jones, Presidcft.. Dear Mr. Jones: • - Pier Height 6" 8 " 10" 12" 14" 16" 16" 20" 22" 24 " 26" Ve ' ca1 ' • : P' «,DOu1ATERS: (KA."Uttttgtifit NA ei Zleat ulaoti¢, u I t Alusit ARE. co ( N44701 e�i ASfiE $UE N tu nr : •(M. unaai R U(tt,NC. . vs. • rsvttivai • a . tn. • I fautIVOKSOVfid. VA. 0 • Ismxicttt• HC • IKaAfltlKt VA. SW*.I I& V& • tiM IJlttatty. IiO 60 •d 4•£T9£6££0= tguot • : ~ $:. • • Hill Road , � • "# i `tooth Carolina 24607 ? i ., . f , �� • Oregon and California codes are the same. TO verify call: Allen Aschim, Assist. Chief Manufactured Structures and Parks 1-800- 242-1371 On May 21 1990 compressioi�i rt�':�citer formed on the Minute Man Piers - submitted to this laboratory. All piers to tiotea tukustain the vertical loadings applied, without evidence of significant distortittilt M § A sttttunary of our tests is provided. below: • • $tmarisF j o. fallure loading discontinued « N N « « « We appreciate this opporttmiaMeragp. Please feel free to contact this office should then be =dons. • 148'1tl6 LCJ. acwlu fees .so: JUL 3 01007 PERMIT CENTEh i#Weeete Minute Man Steel Pkr (6" - 30 "! 210DH 6" Pier 8" Pier 10" Pier 12" Pier 14" Pier 16" Pier 18" Pier 20" Pier 22" Pier 24" Pier 26" Pier 28" Pier Pier Head Only MOBILE HOME PIERS DRIVE ANCHORS 36" Cross Drive Anchor 36" Cross Drive Anchor W/Prame Clamp Strap, Bolt & Nut 48" Cross Drive Anchor 48" Cross Drive Anchor W /Frame Clamp Strap,' Bolt & Nut Wt. each 3.0 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 4" DISK AUGER ANCHOR SLAB /PATIO ANCHOR 210 DH Slab Anchors 210 DH Slab Anchors W /Frame Clamp Strap, Bolt & Nut 210 JDH Swivel Head Slab Anchors 36"- & d8" Cross Drive 4430 3/4 DHP 30" Auger Anchor 4430 3/4 DHP 30" Auger Anchor W /Frame Clamp Strap, Bolt & Nut JUL 3 0 2007 PERMIT CENTEh V SIN SANK, bok. N. NOON SBNB Strap Bolt & Nut (Bulk) Single Slot Buckle . Double Slot Buckle . 100 DR Tension Head Adapter THDHL -S Tension Head W /Lag & Shield GALVANIZED STEEL STRAPPING- FC II W/S FCII w/s (bulk) Frame Clamp II W /Strap Frame Clamp w/o Strap Strap Seal 35' Roll Galvanized-Steel Strap 100( Roll Galvanized Steel Strap Minute Man Chive Machine 12 RPM / 1/2 HP / 6 cyde / 9 amp on/ca. twd/rev swath Leverage bar '4G Alanoh ors • ACCESSORIES THDHL -S 2" Steel Buckle - - 4 _s, Dealer Pric( .56 .48 .32 3.17 3.23 Galvanized Strapping V 1.98 1.17 .18 5.02 /Rol 76.55/Ro1 Anchor Drive Machine 529.89 Adapter for Drive Machine 29.02 Double Wide Dolly 595.00 RECENEL: JUL 3 0 2007 PERMIT CENTEt 01 -08 -2008 HEATH MCMANIGAL 11180 EAST MARGINAL WAY S TUKWILA WA 98168 RE: Permit No. D07 -282 11180 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/19/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 141( Rib ifer Marshall, Permit Technician xc: Permit File No. D07 -282 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6.3nn .4nnthrvntvr Rnulovard swim *inn • Tukwila Wachinotnn OR1RR • Phnno• 2fI- 471 -71571) • Far. 2f,1 -4 1.7 SIBS ACTIVITY NUMBER: D07 -282 DATE: 07 -30 -07 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11180 EAST MARGINAL WAY S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Alr wilding Division ision G c Works Complete Please Route Documents/routing slip.doc 2-28-02 � PERMIT COORD COPY" PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Fire Peve" htion Structural Incomplete ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PIn ning Division Permit Coordinator X DUE DATE: 07 -31 -07 Not Applicable Comments: n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -28 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MODERBS272KC Licensee Name MODERN BUILDING SYSTEMS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600097167 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 110 Address 2 01/01/1980 City AUMSVILLE County OUT OF STATE State OR Zip 97325 Phone 5037494949 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/3/1973 Expiration Date 1/11/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date RASMUSSEN, JAMES L 01/01/1980 RASMUSSEN, KENNETH A 01/01/1980 RASMUSSEN, DONALD D 01/01/1980 01/01/1980 DAWSON, GARY S 01/01/1980 01/01/1980 DRUMMOND, G K 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MODERBS272KC 08/23/2007 • Jul, 2 t • ` • • /b sArVie ..i4 •* 140. tth 2007 e -. `k . .� coP • • 6 Ik. ¥ • i c five 07/24/2007 TUB t:5 :46 (JOE No. 1751 . 2" ssw�, ' RECEW EL JUL 3 0 2007 PERMIT CENTEb 6007] IEI002 REVIEWED • CODE COMPLIANCE APPROVED AUG 1 5 200 .4si 8 a q Of Tukwila BUILDING DIVISION TM MODERN BUILDING SYSTEMS, NC. TELEPHONE: (503) 749-4949 FAX: (503) 749 -4950 P.O. BOX 110 • 9493 PORTER ROAD • AL'ISVILLE, OR 97325 REUSE CF DOCUMENTS THIS DOCUMENT AND T£ IDEAS AND LESIONS MCCFPCRATED I-EPEIN IS THE PROPERTY Cr MOCEIN Boom SYSTEMS. MC. AND IS NOT TO BE USED, IN WHOLE CR IN PART. FOR ANY OTFER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION GENERAL NOTES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. Pin review approval Is subject b errors and omit Approval of construction doh does not auk the Violation c f ny •.:: or Of approved - eld C ordinance Receipt c�d • lie' is ad�vdedged: I7 \ City of 'n BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REV.:* BY: DATE: JOB SITE ADDRESS : [11D E. MARGNAL WAY SEATTLE. WA A 9 q6 t "i l�J KAH 6 -18 -07 PER: SUBMITTAL STRUCTURAL: SHEETS: DESIGN CRITERIA GENERAL: CONSTRUCTION TYPE OCCUPANCY GROW OCCUPANCY LOAD (TABLE 'f14.1.2) DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY L PLUMBING: PLUMBING OCCUPANCY LOAD (TABLE 2902.1/29 -A) QUANTITY OF PLUMBING F MECHANICAL: VENTILATION OCCUPANCY • LOAD CLIMATE ZONE HEATING AIR - CONDITIONING ROOF LIVE LOAD P = 20 10' x 32' MOBILE OFFICE HAYWARD AND SAOR ** *PUBLIC WORKS DEPARTMENT CONDITION! ( ** Prior to moving the building on -site, a copy of the WSDOT moving permit, route map and proposed moving schedule shall be submitted to the City Development/Permits Engineer for validation. NO MOVING ACTIVITY SHALL BE COMMENCED UNTIL THIS VALIDATION HAS BEEN FORMALLY RECEIVED OR THE MOVER HAS CONTACTED THE DEVELOPER/PERMITS ENGINEER AT (206)433 -0179 TO VERIFY THE SAME. If a WSDOT permit has not been approved for the move, the City permit will need to be applied for. P = SEATTLE , WASHINGTON VB (NON- FRONT: REAR: LEFT: RIGHT: 1.0 C = 1.0 I 1.0 C = 1.0 COVER SHEET ELECTRICAL: ELECTRIC SERVICE LOAD 100 AMP 1 PH. FLOOR LIVE LOAD 50 PSF WIND LOAD 110 hv:PH 3 SEC. GUST EXP. B Iw 1.0 1= 1.0 SEISMIC BEARING WALL SYSTEM S - 1.42 I 1.0 USE GROUP I SEISMIC DESIGN CATEGORY D SITE CLASS D Do"7- 28Z SPRINKLERED) B 3 10' MIN. 10' MIN. 10' MIN. 10' MIN. 0 0 3 ZONE 2 FAE/HP YES 31 PSF SEPARATE PERM T REQUIRED FOR. Qf Mel apical • LEElecMcal Plumbing tYGas Piping City of Tukwila BUILDING DIVISION NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 S� E I T ON II J) TITLE COVER SHEET FOUNDATION PLAN FOUNDATION DETAILS CHASSIS PLAN FLOOR PLAN DOOR AND WINDOW SCHEDULES NOTES, CALCULATIONS AND NAILING SCHEDULE EXTERIOR ELEVATIONS REFLECTED CEILING / ELECTRICAL / MECHANICAL PLAN ELECTRICAL / MECHANICAL NOTES AND SCHEDULES ELECTRICAL PANEL AND LOAD CALCULATION BUILDING SECTION ROOF SHEATHING LAY DETAILS DETAILS JUL 3 0 Z007 PERMIT CENT EI-. CO 10 i I I I , TM MODERN BUILDING SYSTEMS. INC. TELEPHONE: (503) 749 -4949 FAX: (503) 749 -4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE CF DOCUMENTS THIS CEDJENT AND THE IDEAS AND DESIGNS PCORPCRATED HEREIN IS T}E PROPERTY OF MOCER4 BUILDING SYSTEMS, INC. AND IS NOT TO BE USED. IN WHOLE CR IN PART. FOR ANY OTHER USE CR PRO.ECT WITHOUT WRITTEN AUDHORIZATICN. REV . BY: DATE: PER: SHEETS: KAH 6 -18-07 SUBMITTAL 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON FOUNDATION PLAN N W W 2 Co 0) I') J 0) 1' -10" 5' -8" BLOC 5' -8" C < I \G PLA\ 32' -0" 5' -8 • BUILDING OUTLINE ri MAIN RAIL ri TYP. STRAP LOCATION OR AS REQUIRED BY LOCAL JURISDICTION (14) TOTAL TYP. FRAME SUPPORT ._J MAIN RAIL BUILDING OUTLINE 5'-8° 5' -8" 1' - 10" SCALE: 1/4" = 1' O" V REVVED FOR CODE COMPLIANCE FOR APPROVED AUG 1 5 2007 City Of Tukwila B ILDIN DIVISION RECEIVED JUL 3 0 2007 PERMIT CENTER 10' x 32' MOBILE OFFICE HAYWAR D ANP BAKER SEATTLE , WASHINGTON FOUNDATION DETAILS TM MODERN BLALDNG SYSTEMS, NC. TELIT TOPE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE CF DOCUMENTS THIS DOOLM NT AND THE IDEAS AND DESIGNS INCORPORATED HEWN IS THE PROPERTY OF MODERN BUILDING SYSTEMS. INC AND IS NOT TO BE USED. IN VhCLE OR IN PART. FOR ANY OTHER USE OR PRO.ECT WITHOUT WRITTEN AUTHORIZATION. I■IIIIIIIIIIIRIUUII�i�lul■illil III���■II���III■IflhIP' /.11 ►`�IUII 1 1/4" x 0.031 GALV. STRAP 5/8" DIA. STRAP BOLT MMA -35 36 -XDH 36" CROSS -DRIVE ANCHOR (DRIVE IN GROUND AT 45 DEG. TO ALIGN W/ STRAP - DRAW STRAP TIGHT & LOCK BOLT) EXISTING ASPHALT ^ IIIII - IIIII_11111_ 1 1111 11111 11111F 11111_11111_= TI -nCWN STRAP REV . BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL I -FRAME CLIP OR LOOP W/ BUCKLE SCALE: 1" = CHASSIS BEAM 6000# RATED PRE -FAB METAL PIER 16 x 16 x 4 CMU PAD OR P.T. 2 x 12 x 24 " OR (2) P.T. 2 x 8 x 16" B C�Q C� p� o AUG 1 2007 City o N © T"k ra 1 °N CHASSIS READ FOOT I IRES: 7/1/2008 R CE 14 GA. OUTRIGGER TYP. 1/8" V <TYP. " " I IIIIIII Lfl II II] )(I II)I lli flJlll lll11111 �l�lt_ l�l�i hrlfitl��rl�l�ilt�l- �l�i>'- =1111f � IIIII illlt IIIII - IIIII - IIIII - IIIII ,, '' II IIII IIIII_IIIII_Iilll_1IIII= \G EXISTING ASPHALT SCALE: 1" = 1-0" RECEIVED JUL 3 0 2007 PERMIT CENTER TM MODERN BUILDING ITEMS. INC. TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • AU (SVILLE. OR 97325 REUSE CF DOCUMENTS THIS OOCISENT AND TFE DEAS AND DESIGNS MCCFPORATED FEREIN IS TIE PROPERTY OF MODERN BUIUWING SYSTEMS. INC. AND IS NOT TO BE USED. IN WFICIE CR IN PART. FOR ANY OTFER USE CR PRO.ECT WITFWT WRITTEN AUTIERIZATICN. c I 2 1- 0 0 CV M M REV.tt BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL cc MAIN RAILS - MC 10 x 8.0 (10 ") JR. I -BEAM - ATTACH TO FLOOR W/ 5/16" x 3" LAG BOLTS AT 32" O.C. STAGGERED EITHER SIDE OF I-FLANGE - TYP. C ASSIS PLAN 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON CHASSIS PLAN 31' -9" (0.A. LENGTH) TYPICAL OUTRIGGER W/ 3/8" DIA. HOLES EA. END (2) SPREAD BRAKE AXLES W/ 800 x 14.5 10 -PLY TIRES +/- 21' -0„ (CENTERL INE OF AXLES) FRONT AND REAR RAIL - STD. 7' MEMBER W/ (6) 5/16" x 3" LAG BOLTS TO FLOOR RIM EA. END - TYP. SCALE: 1/4" = 1-0" TYP. 1/8" • 6000W BOLT -ON HITCH W/ JACK & 2- 5/16" COUPLER (DETACHABLE) & STL. BASE (PL 1/8" x 2" x REQ'D) NOTE_ PRE -DRILL FOR ALL LAG BOLTS F- LU LU U) RECEIVED JUL 3 0 2007 PERMIT CENTEB 0 J MAIN RUNNER FUUL -DEPTH CROSS STD. OUTRIGGERS AXLE FUUL -DEPTH CROSS STD. OUTRIGGERS AXLE FUUL -DEPTH CROSS it al C) O O H LLI m LU Z < ( c2 in O - O 0O (J) I- 0 \ \ MAIN RUNNER (4) 5/8" DIA. _. BOLTS - TYP. / TM MODERN BUILDING ITEMS. INC. TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • AU (SVILLE. OR 97325 REUSE CF DOCUMENTS THIS OOCISENT AND TFE DEAS AND DESIGNS MCCFPORATED FEREIN IS TIE PROPERTY OF MODERN BUIUWING SYSTEMS. INC. AND IS NOT TO BE USED. IN WFICIE CR IN PART. FOR ANY OTFER USE CR PRO.ECT WITFWT WRITTEN AUTIERIZATICN. c I 2 1- 0 0 CV M M REV.tt BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL cc MAIN RAILS - MC 10 x 8.0 (10 ") JR. I -BEAM - ATTACH TO FLOOR W/ 5/16" x 3" LAG BOLTS AT 32" O.C. STAGGERED EITHER SIDE OF I-FLANGE - TYP. C ASSIS PLAN 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON CHASSIS PLAN 31' -9" (0.A. LENGTH) TYPICAL OUTRIGGER W/ 3/8" DIA. HOLES EA. END (2) SPREAD BRAKE AXLES W/ 800 x 14.5 10 -PLY TIRES +/- 21' -0„ (CENTERL INE OF AXLES) FRONT AND REAR RAIL - STD. 7' MEMBER W/ (6) 5/16" x 3" LAG BOLTS TO FLOOR RIM EA. END - TYP. SCALE: 1/4" = 1-0" TYP. 1/8" • 6000W BOLT -ON HITCH W/ JACK & 2- 5/16" COUPLER (DETACHABLE) & STL. BASE (PL 1/8" x 2" x REQ'D) NOTE_ PRE -DRILL FOR ALL LAG BOLTS F- LU LU U) RECEIVED JUL 3 0 2007 PERMIT CENTEB 0 J TM MODERN BUILDING SYSTEMS. NC. TELEPHONE: (503) 749 -4949 FAX: (503) 749 -4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE CF DOCUMENTS THIS DOCLIENT APD TI-E IDEAS Na CESIE'S INCORPORATED HEREIN IS TFE PROPERTY OF MOCERN BUILDING SYSTEMS. EC. MD IS NOT TO BE USED. IN WHOLE CR IN PART. FOR ANY 071-ER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. REV.': BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL 12' -0" 11' - 0" 21' -6" FLOOR PLA\ RECEPT I Ofd/ OFFICE 4' -0" 4' -0" 32' -0" 6' -6" 10' x 32' MOSIL.E OFFICE NAYWARD AND FAKER SEATTLE , WASHINGTON 5' -6" FLOOR PLAN 10" 3' -3" 10' -6" 4' -0" 3' -0" OFFICE #1 2' -5 1/2" SCALE: 1/4" = 3' -3" 4' -2 1/2" SIMPSON MST126 STRAP W/ (16) N10's TO STUD TYP. EACH CORNER W RECE VEU JUL 3 01001 PERMIT CENTEh HARDWARE SCHEDULE DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE • 4 -1/2' R.O. I -EIGHT CALL SIZE • 2-1/8' GROUP *2 STOREFRONT DOOR R.O. WIDTH CALL SIZE • 4 -V2' RA. HEIGHT CALL SIZE • 2-1/8' GROUP *4 TIMELY SPLIT MEDIA DOOR R.O. WIDTH CALL SITE • 1-1/4' R.O. HEIGHT CALL SIZE • 1' 1-1/2 PAIR BUTTS LEVER/LEVER OASSAGE) "1 METAL DOOR WITH WOOD FRAME (PEASE & STANLEY) (INSWING) R.O. WIDTH CALL SIZE • 2' R.O. HEIGHT CALL SIZE • 2' 42 METAL DOOR WITH WOOD FRAME (PEASE & STANLEY) (OUTSWING) R.O. WIDTH CALL SIZE • 2' R.O. HEIGHT CALL SIZE • 1 -9/16" F PHILLIPS DOOR *87 (WESTERN STEEL DOOR) R.O. WIDTH CALL SIZE • 1' R.O. HEIGHT CALL SIZE • 1' G METAL DOOR W/ HOLLOW METAL FRAME (KNOCK - DOWN) R.O. WIDTH CALL SIZE • 2' R.O. HEIGHT CALL SIZE + 1' INTERIOR DOORS 1 HOLLOW / SOLID WOOD DOOR W/ WOOD FRAME R.O. WIDTH CALL SIZE • 2' R.O. HEIGHT CALL SIZE • 2-1/8" 2 TIMELY FRAME R.O. WIDTH CALL SIZE • 1-V4' R.O. HEIGHT CALL SIZE • 1" 3 POCKET DOOR R.O. WIDTH p x CALL SIZE) • 2" R.O. HEIGHT CALL SIZE • 4' 4 81 - PASS DOOR R.D. WIDTH CALL SIZE R.O. HEIGHT CALL SIZE • 2 -1/8" 5 B DOOR R.O. WIDTH CALL SIZE • 2' R.O. HEIGHT CALL SIZE + 5/8" • FINISH HARDWARE SCHEDULE GROUP *1 GROUP *2 GROUP *3 GROUP *4 1-1/2 PAIR BUTTS LEVER/LEVER W/ LOCK WEATHERSTRIP DOOR BOTTOM 12' MAX. ACCESSIBLE THRESHOLD 1-1/2 PAIR BUTTS LEVER/LEVER OASSAGE) R.O. TYPE I-DWR GROUP FIRE RATING RE' COD , I- I I I I l TM MODERN BUILDING SYSTEMS. INC. TELEPHONE: (503) 749 -4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS =WENT PM 1}E IDEAS AND DESIGNS NaTftIIRATED FEREIW IS TI-E PROPERTY CF MCCERN BUILDING SYSTEMS. INC. AI'D IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY OTI-ER USE OR PROECT WITHIlIT WRITTEN AUTHRIZATION. NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (LIN.O.) REV . BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL 10' x 32' MOBILE OFFICE IlAYWARP AND BAKER SEATTLE , WASHINGTON DOOR AND WINDOW SCHEDULES 3) ALL DOOR LEADS 4 -1/2" U.N.O. 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO EXCEED 5 POUNDS. ABIRREVIATIONS BUI AL AFF BA BV CDR CLR ALUMINUM ABOVE FIN. FLR. BRONZE ANODIZED BOTTOM VENT CEDAR CLEAR CO CS FGL FP FPT HB COLONY OAK CAULK & SEAL FIBERGLASS FACTORY PRIMED FIELD PAINTED HARDBOARD HO HM INS KD LH LI-R HOLLOW CORE HOLLOW METAL INSULATED KNOCK DOWN LEFT HAND LEFT HAND REV. MTL NRW PF PT RH RHR METAL NARROW (LITE) PREFINISI-ED PAINT RIGHT HAND RIGHT HAND REV. SC SF STN TIM TMP TTP SOLID CORE STOREFRONT STAIN TIMELY FRAME TEMPERED TAPE. TEXTURE. PT VWS WD WLD VINYL WRAP SURR. WOOD WELDED JI EWED FOR COMPLIANCE PPROVED UG 1 5 2007 City Of Tukwila DI NGDIVISION L ECE EL JUL 3 0 2007 PERMIT CEINTEL DOOR ROUGH OPENING SCHEDULE EXTERIOR DOORS A METAL DOOR W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE • 4 -1/2' R.O. HEIGHT CALL SIZE • 2-1/8' NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE - 1 - 1/2" co I- W 0) J DOOR SCHEDULE LTR. SIZE DOOR LITE FRAME R.O. TYPE I-DWR GROUP FIRE RATING HEADER REMARKS WIDTH HEIGHT THICK. HAND CORE FACE FINISH SIZE TYPE MAT FINISH THROAT 1 3 " -0" 6 " -8" 1-3/4" LHOS INS MTL PF - - ALUM MILL 4 -1/4" F 1 - 4 x 4 OF S &B 1 x 4 CDR 2 3' -0" 6 " -8" 1-3/4" LHOS INS MTL PF - - ALUM MILL 4 -V4" F 1 - 4 x 4 DF S &B 3 3' -0" 6"-8" 1-3/4` RH HC WD. CO - - WD CO 4' 1 2 - I I I I l TM MODERN BUILDING SYSTEMS. INC. TELEPHONE: (503) 749 -4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS =WENT PM 1}E IDEAS AND DESIGNS NaTftIIRATED FEREIW IS TI-E PROPERTY CF MCCERN BUILDING SYSTEMS. INC. AI'D IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY OTI-ER USE OR PROECT WITHIlIT WRITTEN AUTHRIZATION. NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (LIN.O.) REV . BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL 10' x 32' MOBILE OFFICE IlAYWARP AND BAKER SEATTLE , WASHINGTON DOOR AND WINDOW SCHEDULES 3) ALL DOOR LEADS 4 -1/2" U.N.O. 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO EXCEED 5 POUNDS. ABIRREVIATIONS BUI AL AFF BA BV CDR CLR ALUMINUM ABOVE FIN. FLR. BRONZE ANODIZED BOTTOM VENT CEDAR CLEAR CO CS FGL FP FPT HB COLONY OAK CAULK & SEAL FIBERGLASS FACTORY PRIMED FIELD PAINTED HARDBOARD HO HM INS KD LH LI-R HOLLOW CORE HOLLOW METAL INSULATED KNOCK DOWN LEFT HAND LEFT HAND REV. MTL NRW PF PT RH RHR METAL NARROW (LITE) PREFINISI-ED PAINT RIGHT HAND RIGHT HAND REV. SC SF STN TIM TMP TTP SOLID CORE STOREFRONT STAIN TIMELY FRAME TEMPERED TAPE. TEXTURE. PT VWS WD WLD VINYL WRAP SURR. WOOD WELDED JI EWED FOR COMPLIANCE PPROVED UG 1 5 2007 City Of Tukwila DI NGDIVISION L ECE EL JUL 3 0 2007 PERMIT CEINTEL DOOR ROUGH OPENING SCHEDULE EXTERIOR DOORS A METAL DOOR W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE • 4 -1/2' R.O. HEIGHT CALL SIZE • 2-1/8' NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE - 1 - 1/2" co I- W 0) J WINDOW SCHEDULE LTR. QTY SIZE WI�W TRIM HEADER REMARKS WIDTH HEIGHT TYPE FRAME GLASS SC MAX. U MIN. INTERIOR EXTERIOR A 3 4' -0" 4' -0" XO VINYL DUAL / CLEAR .57 50 1/4' P1\UG 1 x 4 CDR 4 x 4 OF "2 B 1 3' -0" 4'-0" XO VINYL DUAL/TMP /CLR .57 .50 V4" PNUG 1 x 4 CDR 4 x 4 DF "2 I I I I l TM MODERN BUILDING SYSTEMS. INC. TELEPHONE: (503) 749 -4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS =WENT PM 1}E IDEAS AND DESIGNS NaTftIIRATED FEREIW IS TI-E PROPERTY CF MCCERN BUILDING SYSTEMS. INC. AI'D IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY OTI-ER USE OR PROECT WITHIlIT WRITTEN AUTHRIZATION. NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (LIN.O.) REV . BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL 10' x 32' MOBILE OFFICE IlAYWARP AND BAKER SEATTLE , WASHINGTON DOOR AND WINDOW SCHEDULES 3) ALL DOOR LEADS 4 -1/2" U.N.O. 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO EXCEED 5 POUNDS. ABIRREVIATIONS BUI AL AFF BA BV CDR CLR ALUMINUM ABOVE FIN. FLR. BRONZE ANODIZED BOTTOM VENT CEDAR CLEAR CO CS FGL FP FPT HB COLONY OAK CAULK & SEAL FIBERGLASS FACTORY PRIMED FIELD PAINTED HARDBOARD HO HM INS KD LH LI-R HOLLOW CORE HOLLOW METAL INSULATED KNOCK DOWN LEFT HAND LEFT HAND REV. MTL NRW PF PT RH RHR METAL NARROW (LITE) PREFINISI-ED PAINT RIGHT HAND RIGHT HAND REV. SC SF STN TIM TMP TTP SOLID CORE STOREFRONT STAIN TIMELY FRAME TEMPERED TAPE. TEXTURE. PT VWS WD WLD VINYL WRAP SURR. WOOD WELDED JI EWED FOR COMPLIANCE PPROVED UG 1 5 2007 City Of Tukwila DI NGDIVISION L ECE EL JUL 3 0 2007 PERMIT CEINTEL DOOR ROUGH OPENING SCHEDULE EXTERIOR DOORS A METAL DOOR W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE • 4 -1/2' R.O. HEIGHT CALL SIZE • 2-1/8' NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE - 1 - 1/2" co I- W 0) J TM MODERN BUILDING SYSTEMS, INC. TELEPHONE: (503) 749 - 4949 FAX: (503) 749 P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS DOC ENT MO TEE E AS AND I]ESIGNS INCORPORATED I€REIN IS TEE PROPERTY OF MOOERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED, IN WHOLE BE IN PART. FOR ANY 071-ER USE OR PROJECT WITHOUT WRITTEN AUTF RIZATION. FLOOR CONSTRUCTION FINISH: VCT THRU -OUT BASE: 2 -1/2" WOOD THRU -OUT UNDERLAYMENT: NONE SUBFLOOR: 5/8" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) JOISTS: 2 x 8 DF 4 2 & BTR AT 16" O.C. RIM JOISTS: DBL. 2 x 8 DF 4 2 AT SIDES AND ENDS OFFSET RIMS: NONE INSULATION: R -11 U (BATTS) BOTTOM CLOSURE: FS -25 EXTERIOR WALL CONSTRUCTION FINISH: 7/16" T1 -11 W/ 8" VERT. GROOVES SHEATHING: NONE STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. AT SIDE WALLS 2 x 4 DF STUD GRADE AT 16" O.C. AT END WALLS INSULATION: R -13 K (FIBERGLASS BATTS) (ACTS AS 1 PERM MAX. VAPOR BARRIER) INTERIOR FINISH: 1/4" WOOD PANELING SKIRT: MATCH SIDING INTERIOR WALL CONSTRUCTION STUDS: 2x HF STD & BTR AT 16" O.C. AT RESTROOM /PLUMBING WALLS STEEL STUDS AT 16" O.C. AT BALANCE STUDS: 600S 200 -54 TRACK: 600T 150 -54 INTERIOR FINISH: 1/4" WOOD PANELING REV.* BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL CEILING NOTES CEILING HEIGHT: 8' -0" (U.N.0.) SUSPENDED T -GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER UBC STD 25 -2 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) 4 6 x 1 STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT EACH CORNER ROOF CONSTRUCTION 30 GA. GALV. METAL OVER 15# FELT SHEATHING: 7/16" O.S.B. (24/16) FRAMING: 2 x 6 HF 4 2 RAFTERS AT 16" O.C. INSULATION: R -21U (CELLULOSE) W/ FS -25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: NONE ROOF PITCH: 1/4 IN 12 EXTERIOR NOTES CORNER BATTS: 1 x 4 CEDAR FASCIA: 1 x 6 CEDAR BARGE: 1 x 6 CEDAR GUTTERS: BY OTHERS DOWNSPOUTS: BY OTHERS DATA LIST SQ. FOOTAGE: EXT. WALL LIN. FOOTAGE: INT. WALL LIN. FOOTAGE: PROJECTED ROOF AREA: OCCUPANT LOAD CALCULATION OFFICE WALLS TOTAL 10' x 32' MOBILE OFFICE WAYWARD AND BAKER SEATTLE , WASHINGTON NOTES, CALCULATION S AND NAIUNG SCHEDULE (288 S.F.) /(100) (27 S.F.) 315 S.F. CODE REVIEWED LANCE APPROVED AUG 15 2007 ji City OfTu • LDI ��iw.�j. 315 S.F. 84 L.F. 20 L.F. 318 S.F. 3 JUL3OZ0 PERMIT Ca FASTENING /SCHEDULE - MINIMUM NUMBER OF NAI S FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWI GS) NOTE: ALL FASTENERS ARE 12d (.131) STANDARD) SHFATHING FASTFNING - U.N.O. FROM NER -272 SEPT. 1997 Nma I— w U) CONNECTION NO. / SPACING 8001d I RIM JOIST TO FLOOR JOIST JOIST TO JOIST BLOCKING 3 PER JOIST 2 ROWS AT 12" O.C. 2 EACH END liVM r STUDS TO PLATES - END NAIL STUDS TO PLATES - END NAIL BLOCKING JAMB STUD TO 4x HEADER JAMB STUD TO 2x HEADER STUD TO STUD (CRIPPLE. ETC.) UPPER TOP PLATE TO LOWER TOP PLATE BOTTOM PLATE TO FLOOR 2 EACH END AT 2x4 3 EACH END AT 2x6 2 EACH END MIN. 4 EACH END MIN. 2 EACH END 8" O.C. 2 EACH SIDE OF STUD 2 EACH SIDE OF STUD ooa RIM JOIST TO RAFTER RIM JOIST TO TRUSS 3 PER RAFTER MIN. 2 PER TRUSS 2 ROWS AT 12" O.C. 2 EACH END 2 ROWS AT 6" O.C. 4 AT RAFTER RAFTER TO RAH ER BLOCKING 2 x 4 LEDGER • 2x BRACE TO RAFTER TM MODERN BUILDING SYSTEMS, INC. TELEPHONE: (503) 749 - 4949 FAX: (503) 749 P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS DOC ENT MO TEE E AS AND I]ESIGNS INCORPORATED I€REIN IS TEE PROPERTY OF MOOERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED, IN WHOLE BE IN PART. FOR ANY 071-ER USE OR PROJECT WITHOUT WRITTEN AUTF RIZATION. FLOOR CONSTRUCTION FINISH: VCT THRU -OUT BASE: 2 -1/2" WOOD THRU -OUT UNDERLAYMENT: NONE SUBFLOOR: 5/8" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) JOISTS: 2 x 8 DF 4 2 & BTR AT 16" O.C. RIM JOISTS: DBL. 2 x 8 DF 4 2 AT SIDES AND ENDS OFFSET RIMS: NONE INSULATION: R -11 U (BATTS) BOTTOM CLOSURE: FS -25 EXTERIOR WALL CONSTRUCTION FINISH: 7/16" T1 -11 W/ 8" VERT. GROOVES SHEATHING: NONE STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. AT SIDE WALLS 2 x 4 DF STUD GRADE AT 16" O.C. AT END WALLS INSULATION: R -13 K (FIBERGLASS BATTS) (ACTS AS 1 PERM MAX. VAPOR BARRIER) INTERIOR FINISH: 1/4" WOOD PANELING SKIRT: MATCH SIDING INTERIOR WALL CONSTRUCTION STUDS: 2x HF STD & BTR AT 16" O.C. AT RESTROOM /PLUMBING WALLS STEEL STUDS AT 16" O.C. AT BALANCE STUDS: 600S 200 -54 TRACK: 600T 150 -54 INTERIOR FINISH: 1/4" WOOD PANELING REV.* BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL CEILING NOTES CEILING HEIGHT: 8' -0" (U.N.0.) SUSPENDED T -GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER UBC STD 25 -2 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) 4 6 x 1 STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT EACH CORNER ROOF CONSTRUCTION 30 GA. GALV. METAL OVER 15# FELT SHEATHING: 7/16" O.S.B. (24/16) FRAMING: 2 x 6 HF 4 2 RAFTERS AT 16" O.C. INSULATION: R -21U (CELLULOSE) W/ FS -25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: NONE ROOF PITCH: 1/4 IN 12 EXTERIOR NOTES CORNER BATTS: 1 x 4 CEDAR FASCIA: 1 x 6 CEDAR BARGE: 1 x 6 CEDAR GUTTERS: BY OTHERS DOWNSPOUTS: BY OTHERS DATA LIST SQ. FOOTAGE: EXT. WALL LIN. FOOTAGE: INT. WALL LIN. FOOTAGE: PROJECTED ROOF AREA: OCCUPANT LOAD CALCULATION OFFICE WALLS TOTAL 10' x 32' MOBILE OFFICE WAYWARD AND BAKER SEATTLE , WASHINGTON NOTES, CALCULATION S AND NAIUNG SCHEDULE (288 S.F.) /(100) (27 S.F.) 315 S.F. CODE REVIEWED LANCE APPROVED AUG 15 2007 ji City OfTu • LDI ��iw.�j. 315 S.F. 84 L.F. 20 L.F. 318 S.F. 3 JUL3OZ0 PERMIT Ca FASTENING /SCHEDULE - MINIMUM NUMBER OF NAI S FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWI GS) NOTE: ALL FASTENERS ARE 12d (.131) STANDARD) SHFATHING FASTFNING - U.N.O. FROM NER -272 SEPT. 1997 Nma I— w U) SPACING TYPF MIN. I FNGTH FLOOR SHFATHING (BI OCKFD 4' IN FACH FND) 6d (.099) SCREW SHANK 2 -1/4" 5/8" CDX OR O.S.B. OR 6" EDGE STURDI -FLOOR T &G 10" FIELD SIRING (Al I F)GFS SUPPORTFf)) 4" EDGE 8" FIELD 6d (.099) GALVANIZED 2 -1/4" 7/16" RATED SIDING PROOF SHFATHING (RLOCKF) 4' IN FACH FNfl) 15 GA. STAPLE 2" 7 7/16" O.S.B. 4" EDGE 8" FIELD TM MODERN BUILDING SYSTEMS, INC. TELEPHONE: (503) 749 - 4949 FAX: (503) 749 P.O. BOX 110 • 9493 PORTER ROAD • ALMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS DOC ENT MO TEE E AS AND I]ESIGNS INCORPORATED I€REIN IS TEE PROPERTY OF MOOERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED, IN WHOLE BE IN PART. FOR ANY 071-ER USE OR PROJECT WITHOUT WRITTEN AUTF RIZATION. FLOOR CONSTRUCTION FINISH: VCT THRU -OUT BASE: 2 -1/2" WOOD THRU -OUT UNDERLAYMENT: NONE SUBFLOOR: 5/8" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) JOISTS: 2 x 8 DF 4 2 & BTR AT 16" O.C. RIM JOISTS: DBL. 2 x 8 DF 4 2 AT SIDES AND ENDS OFFSET RIMS: NONE INSULATION: R -11 U (BATTS) BOTTOM CLOSURE: FS -25 EXTERIOR WALL CONSTRUCTION FINISH: 7/16" T1 -11 W/ 8" VERT. GROOVES SHEATHING: NONE STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. AT SIDE WALLS 2 x 4 DF STUD GRADE AT 16" O.C. AT END WALLS INSULATION: R -13 K (FIBERGLASS BATTS) (ACTS AS 1 PERM MAX. VAPOR BARRIER) INTERIOR FINISH: 1/4" WOOD PANELING SKIRT: MATCH SIDING INTERIOR WALL CONSTRUCTION STUDS: 2x HF STD & BTR AT 16" O.C. AT RESTROOM /PLUMBING WALLS STEEL STUDS AT 16" O.C. AT BALANCE STUDS: 600S 200 -54 TRACK: 600T 150 -54 INTERIOR FINISH: 1/4" WOOD PANELING REV.* BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL CEILING NOTES CEILING HEIGHT: 8' -0" (U.N.0.) SUSPENDED T -GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER UBC STD 25 -2 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) 4 6 x 1 STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT EACH CORNER ROOF CONSTRUCTION 30 GA. GALV. METAL OVER 15# FELT SHEATHING: 7/16" O.S.B. (24/16) FRAMING: 2 x 6 HF 4 2 RAFTERS AT 16" O.C. INSULATION: R -21U (CELLULOSE) W/ FS -25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: NONE ROOF PITCH: 1/4 IN 12 EXTERIOR NOTES CORNER BATTS: 1 x 4 CEDAR FASCIA: 1 x 6 CEDAR BARGE: 1 x 6 CEDAR GUTTERS: BY OTHERS DOWNSPOUTS: BY OTHERS DATA LIST SQ. FOOTAGE: EXT. WALL LIN. FOOTAGE: INT. WALL LIN. FOOTAGE: PROJECTED ROOF AREA: OCCUPANT LOAD CALCULATION OFFICE WALLS TOTAL 10' x 32' MOBILE OFFICE WAYWARD AND BAKER SEATTLE , WASHINGTON NOTES, CALCULATION S AND NAIUNG SCHEDULE (288 S.F.) /(100) (27 S.F.) 315 S.F. CODE REVIEWED LANCE APPROVED AUG 15 2007 ji City OfTu • LDI ��iw.�j. 315 S.F. 84 L.F. 20 L.F. 318 S.F. 3 JUL3OZ0 PERMIT Ca FASTENING /SCHEDULE - MINIMUM NUMBER OF NAI S FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWI GS) NOTE: ALL FASTENERS ARE 12d (.131) STANDARD) SHFATHING FASTFNING - U.N.O. FROM NER -272 SEPT. 1997 Nma I— w U) I I I I TM MODERN SULDNG SYSTEMS, NC. TELEPHONE: (503) 749 -4949 FAX= (503) 749 -4950 P.O. BOX IX) • 9493 PORTER ROAD • AUMSVILLE, OR 97325 REUSE CF DOCUMENTS THIS DOQ!-£NT AND TFE ICEAS AND LESIONS INCORPORATED HEREIN IS T E PROPERTY OF MODERN DUIWING SYSTEMS, INC. AND IS NOT TO BE USED, N WHOLE OR IN PART, FOR ANY OTTER USE OR PRO..ECT WITHOUT WRITTEN AUTHORIZATION. L REV .° BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL -�� - - f` . 1 / 1 . SIDE F-XTF-RIOR 10' x 32' M0BIL -E OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON is EXTERIOR ELEVATIONS 1 L 1 1 J LEVAT I O\S FASCIA WINDOW TRIM CORNER TR I M BELLY BAND SCALE: 3/16" = 1-0" L _ — T — — T — — _ _ J L _ - 1 END S I MPSON CS18 BONDING STRAP FROM METAL ROOF TO STEEL CHASSIS - TYP. AT BOTH ENDS RECEIVED JUL 3 0 2007 PERMIT CERITEF, . 00 W W 1 f TM MODERN BUILDING SYSTEMS. NC. TFIEPHOtE: (503) 749 -4949 FAX (503) 749-4950 BOX 113 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS COCLeENf AND TFE DEAS ANO DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MOOERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY OTHER USE OR PRO.ECT WITHOUT WRITTEN AUTHORIZATION. REV?' BY: DATE: PER: KAH 6 -18 -07 SUBMITTAL SHEETS: RI CI- ILI\G/I-LTC/ 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON REFLECTED CEILING / ELECTRICAL / MECHANICAL PLAN Al PC WP *86 534 CFM R/A 20" x 8" TRANSFER GRILLE OVER DOOR SIGN A7 CIRCUIT •86" 800 CFM R/A 20" x 12" WALL GRILLE vl-CH PLA\ S N A7 CIRCUIT .86" z SCALE: 1/4" = WP A3 A2,4 100 AMP SURFACE MOUNT RAIN -TIGHT ELEC. PANEL - GROUND TO CHASSIS 20" x 8" x 24 GA. T. MTL. START L its, of Tukwi o IN „ is Sloi RECE Er) JUL 3 02001 PERMIT CENTEh a) W 111 °A5 268 CFM 1 1yifitia `SAS I • 1 • AS 266 CFM T c , 266 6 ' C FM , Al Abi' .20 Al Ilk. x 8" (24' S/A DUC L.) Mk. AY , DL -- - - DL DL A5 AS / / - -- A 5 C 1 / A3 C • • i / f1 L u -J L 1 f TM MODERN BUILDING SYSTEMS. NC. TFIEPHOtE: (503) 749 -4949 FAX (503) 749-4950 BOX 113 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS COCLeENf AND TFE DEAS ANO DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MOOERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY OTHER USE OR PRO.ECT WITHOUT WRITTEN AUTHORIZATION. REV?' BY: DATE: PER: KAH 6 -18 -07 SUBMITTAL SHEETS: RI CI- ILI\G/I-LTC/ 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON REFLECTED CEILING / ELECTRICAL / MECHANICAL PLAN Al PC WP *86 534 CFM R/A 20" x 8" TRANSFER GRILLE OVER DOOR SIGN A7 CIRCUIT •86" 800 CFM R/A 20" x 12" WALL GRILLE vl-CH PLA\ S N A7 CIRCUIT .86" z SCALE: 1/4" = WP A3 A2,4 100 AMP SURFACE MOUNT RAIN -TIGHT ELEC. PANEL - GROUND TO CHASSIS 20" x 8" x 24 GA. T. MTL. START L its, of Tukwi o IN „ is Sloi RECE Er) JUL 3 02001 PERMIT CENTEh a) W 111 xi 1 MODERN BLALDNG SYSTEMS, NC. TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE OF DOCUMENTS TM THIS DOCUMENT AND THE IDEAS AND DESICTIS INCORPORATED HEREIN IS TEE PROPERTY CF MCCERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY OTHER USE CR FRO..ECT WITHOUT WRITTEN AUT}ERIZATICN. SYMBOL LEGEND 2' x 4' FLUORESCENT LAY -IN FIXTURE (2) TUBE 32W T8 W/ ELECT BALLAST 4' FLUORESCENT CEILING MOUNTED FIXTURE (2) TUBE 32W T8 W/ ELECT BALLAST 2' x 2' LAY -IN SUPPLY DIFFUSER WALL MOUNTED LIGHT FIXTURE PC = PHOTOCELL WP = WEATHERPROOF DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) GFI = GROUND FAULT INTERRUPTER WP = WEATHERPROOF SINGLE POLE SWITCH DL = DAYLIGHT ZONE OCC = OCCUPANCY SENSOR THREE -WAY SW ITCH JUNCTION BOX THERMOSTAT AT 48" A.F.F. TO TOP OF CONTROLS PHONE BOX - CONDUIT UP (RACEWAY ONLY) DISCONNECT WALL MOUNTED EXHAUST FAN (110 CFM) ELECTRICAL NOTES o CONDUIT: • METALLIC AND M.C. CABLE ❑ NON- METALLIC SHEATHED CABLE REV?' BY: DATE: KAH 6 -18 -07 SUBMITTAL o SYSTEM COMMISSIONING: LIGHTING SYSTEMS TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1513.7 PER: SHEETS: ELEC. PANEL 100 AMP 120/240V SINGLE PH. 4 WIRE ONE -LINE DIAGRAM FIXTURE RECEPS WATER HEATER SPARE LIGHTS WIRING LEGEND POWER BLUE OR PURPLE BROWN 10' x 32' MOBLE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON ELECTRICAL / MECHANICAL NOTES AND SCHEDULES TAN BLACK OR RED SWITCH NORMAL DL ZONE MIN. 1-1/2' EMT CONDUIT W/ (3) 4 3 XHHW -CU (1) tt6 BARE CU 4 8 BARE CU TO CHASSIS COLOR NOTE: ALL WIRING TO BE MIN 4 12 NO SCALE REVIEWED FOR COD COMPLIAN APPROV AUG 15 2007 RIIP City Of TukB I wila la I DIVI I NEUTRAL WHITE BLACK S WHITE STRANDED WHITE SOLID WHITE W/ RED STRIPE LEG ORANGE YELLOW o MECHANICAL UNIT A: OFFICE WALLS MECHANICAL NOTES O MECHANICAL UNIT(S): (1) 2.0 TON WALL HUNG HEAT PUMP WITH 4 kw ELECTR I CAL HEAT O THERMOSTAT(S): WR IF -94 O DUCT MATERIAL: 1" FIBERGLASS W/ 26 GA. SHEET METAL ROUNDS o ECONOMISER(S): ❑ ECONOMISER AND CONTROLS ❑ COMMERCIAL ROOM VENTILATOR IN NO ECONOMISER VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER SYSTEM COMMISSIONING: MECHANICAL SYSTEM TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1416. OUTSIDE AIR CALCULATION (3 OCC)(20 CFM) = 60 27 S.F. = 0 TOTAL I = 60 RECEIVED JUL 3 0 2007 PERMIT CENTEI PANEL A MAIN DIST. SURFACE DATE: 6/18/2007 JOB NO.: L.U. 596 X X EI SUB-PANEL uFLUSH AMP CIR NO P WATTS P CIR NO AMP Lights /Fan 20 1 1 A 547 9360 A 2 2 40 Mechanical Unit Receptacles 20 3 1 B 720 1 B 1 4 Receptacles 20 5 1 A 540 1500 A 1 6 20 • Water Heater Sign Circuit 20 7 1 B 1200 B 8 9 A A 10 11 B B 12 13 A A 14 15 B B 16 17 A A 18 19 B B 20 21 A A 22 23 B B 24 25 A A 26 27 B B 28 29 A A 30 31 B B 32 33 A A 34 35 B • B 36 37 A A 38 39 B A 40 _ / © O 41 1 A A 42 ^� f C TOTAL PANEL WATTS = 13867 57.78 = TOTAL PANEL AMPS BUSS SIZE = 100 VOLTAGE = 1 MAIN BREAKER = 100 PHASE = 1 lip p� �p� O A UG i/ 24 C/ 017- "l CO [ i N a k ' 'v � /a TM MODERN BUIL.DNG SYSTEMS. NC. TFI.EFl -IJ E: (503) 749-4949 FAX: (503) 749 -4950 P.O. BOX T10 • 9493 PORTER ROAD • ALMSVIIIE. CR 97325 REUSE CF DOCUMENTS THIS DOCUENT AND TFE IDEAS AND CESIGNS INCORPCRATED P REIN IS TFE PRCEERTY OF KOu'i BUILDING SYSTEMS. INC. AND IS NOT TO BE tSFD. M WHOLE OR IN PART. FCR ANY OTFER USE OR PRO.ECT WITICUT WRITTEN AUTI RIZATICN. REV . BY: DATE: PER: SHEETS: ELECTRICAL LOAD WORKSHEET • KAH 6 -18 -07 SUBMITTAL PROJECT: Lease Unit 596 PANEL: A ITEM LIGHTS (per 220 -3b) 1102.50 X 1.25 = 1378.13 SIGN CIRCUIT 1200.00 X 1.25 = 1500.00 RECEPTACLES THRU 10K = 1260.00 X 1.00 = 1260.00 OVER 10K = 0.00 X 0.50 = 0.00 DEDICATED RECEPTACLES X 1.00 = 0.00 MOTORS & COMP. TOTAL MOTOR KVA = X 1.00 = 0.00 LARGEST MOTOR HEATING & AIR COND. (per mfr's specs) UNIT A = 9360.00 UNIT C = UNIT E = UNIT B = UNIT D = UNIT F = TOTAL HEAT /AC LOAD = 9360.00 X 1.00 = 9360.00 TOTAL ADD'L MECH. = 0.00 X 1.00 0.00 (see attached) APPLIANCES QTY. = MISCELLANEOUS Water Heater SQ. FOOTAGE: 315 X MAIN SUB DEMAND FACTOR X 1.00 1500.00 X 1.00 = 1500.00 X 1.00 = 0.00 X 1.00 = 0.00 X 1.00 = 0.00 ADDITIONAL MISC. 0.00 X 1.00 (see attached) JOB NO.: DATE: 6/18/2007 OCCUPANCY: B VOLTAGE: 120/ 240 AMPS: 100 PHASE: 1 CONNECTED CODE CALCULATED LOAD FACTOR LOAD X 0.25 = 0.00 0.00 = 0.00 CONNECTED LOAD TOTAL WATTS = 14422.50 TOTAL AMPS 60.09 CALCULATED LOAD TOTAL WATTS 14998.13 TOTAL AMPS 62.49 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON ELECTRICAL PANEL. AND LOAD CALCULATION ,I JADCIDIRES: 7!2/2008 U TIMM r F- LU w RECEQJEU JUL 3 0 2001 PERMIT CENTS* TM MODERN BUIL.DNIG SYSTEMS. NC. TELEPHONE: (503) 749 -4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS DOLU£NT AND TTE ICEAS AND CESIONS INCORPORATED FFAEIN IS TFE PROPERTY OF MJCERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTFER USE OR PROECT WITHOUT WRITTEN AUTHORIZATION. (2) 2 x 4 DF CONT. W/ (2) 12d SCREWSHANKS AT 16" O.C. AT EACH LAYER - TYP. 2 x 4 OF OVER 1 x 4 OF CONT. W/ (2) 12d SCREWSHANKS AT 16' O.C. AT EACH LAYER - TYP. iv BAFFLE INSULATION TO PROVIDE 1" AIR GAP REV . BY: DATE: KAH 6 -18 -07 SUBMITTAL GD N- 1 Co 12 PER: SHEETS: 2' -0" 0 Co 2' -O" DF BLOCK SOLID = AT END WALLS ACOUSTIC TILE CEILING - (fir I I I II IL - - '� :T 9'-10" MODULE WIDTH t 1'-10' BUILDING SECT CT I ON 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON 2'-0" BUILDING SECTION 12d AT 16" O.C. 2' -0" SOLID BLOCKING AT MECH. UNIT OPENINGS W/ CS18 W/ (5) N10 AT EACH END AND AT EA. END OF MECH. OPENING FINISH FLOOR 5/8" SUBFLOOR 2 x 8 JOISTS AT 16" O.C. INSULATION BOTTOM CLOSURE SCALE: 1/2" = ROOFING ROOF SHEATHING 2 x 6 RAFTERS AT 16" O.C. INSULATION FS -25 VAPOR BARRIER 1 -1/2" x 4" SCREENED VENT NOTCH AT 16' O.C. 1 x 4 x 12' L. VENT BLOCK AT 16" O.C. RUN ROOFING DOWN OVER FASCIA & BUYTL CAULK J" RAIL W/ BUTYL STRIP OVER FASCIA 2 x 6 DF RIM W/ (3) 12d E.N. TO RAFTERS 12d AT 6" O.C. (2) 2 x 4 TOP PLATE W/ MIN. 4'-0" SPLICE W/ (18) 12d - TYP. "Z" FLASH AND BLOCKING AT SIDING JOINTS. -TYP. EXTERIOR SIDING 2x STUDS AT 16" O.C. INSULATION INTERIOR FINISH (2) 2 x 8 RIM - STAGGER SPLICE MIN. 4' -0" & NAIL W/ (2) ROWS OF 12d AT • 12" O.C. 3/4" "Z" FLASH - TYP. BELLY BAND - TYP. STEEL TRANSPORTATION FRAME U GUTTER FLASH RECEIVEt JUL 3 0 2007 PERMIT CENTE SHEATHING PANELS PANEL IK>< ,-..--,-,.. ©>< 4' -0" x 8' -0" © 0 ©> 8 ,., .. ©>< . ©� HO, - 1 T 7 I lo�o - - ` Li T'T II 11 T II 1.1 - - T x - - - x o V - - - I / o - - , o - x - - - x , V , o - - - x LI II TT II 11 % II x / o I 1 T 1 % I SHEATHING PANELS PANEL SIZE QTY 0 4' -0" x 8' -0" 8 0 4' -0" x 2' -0" 8 I I I I I I I I TM MODERN BUILDING SYSTEMS, NC. TELEPI-ONE: (503) 749 -4949 FAX: (503) 749 -4950 P.O. BOX 110 • 9493 PORTER ROAD • A(MSVILLE. OR 97325 8 REUSE CF DOCUMENTS THIS DOCLMNT AND THE IOF_AS AM] LESIONS INCORPORATED WREN IS TIE PROPERTY OF MOCERN BUILOINO SYSTEMS, MC. AND IS NOT TO BE USED. IN WHOLE CR IN PART. FOR ANY OTHER USE OR PROECT WITHOUT WRITTEN AUTHORIZATION. 0 N O 0 N J 1 , 0 O N O N NAILING: 15 GA. x 2" STAPLES AT 4" & 8" O.C. (BLOCK 4' IN EACH END) REV.' BY: DATE: PER: SHEE I 5: KAH 6 -18 -07 SUBMITTAL 4' -0" f BLOCKING 10' x 32' MOBILE OI HAYWARD AND BAKER SEATTLE , WASHINGTON ROOF SI IHATI II\G LAYOJT 32' -0" BUILT -UP NA I LERS TYP. FOR (4) ROOF SHEATHING LAYOUT PANEL AXIS - TYP. 4 ' -0" SCALE: 1/4" = RECE VEt JUL 3 0 Z007 PERMIT CENTEh CO 0) LC) J TM MODERN BI JLDNG SYSTEMS. NC. TELEPHONE: (503) 749-4949 FAX: (503) 749 -4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS DOQI.ENT AND TFE DEAS AND CESIGNS INCORPORATE FEREIN IS TFE PROPERTY OF MOCERN BUILDING SYSTEMS. M. AND IS NOT TO BE USED. IN WFDLE CR IN PART. FOR ANY OTFER USE CR PRO.ECT WITHOUT WRITTEN AUTI- tlRIZATION. i V V CEILING LAG *12 WIRE EACH SIDE - TYP. ACOUSTIC TILE CROSS TEE RIVET DUCT SUPPORT RAFTER DUCT 1' MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANUFACTURER SCALE: 1-1/2' - 1'-0" 6d (0.092 x 2-V4") AT EACH TEE 7/8' x 7/8' x 0.02 ANGLE WALL TRIM FIXED EDGE NOTE: MARRIAGE LINE OR OPPOSITE SIDE FLOATS CEILING GRID AT SIDE WALL REV." BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL SCALE: 3" - 1' -0" T2d TO RAFTER 7/8' x 7/8' x 0.02 WALL ANGLE FOR VERT. STRUT AT SPLAY LOCATIONS STSM SCREW MAIN TEE *12 W IRE CEILING BRACING DETAIL 6d (0.092 x 2-V41 AT EACH TEE ACOUSTIC TILE CROSS TEE 7/8' x 7/8" x 0.02 ANGLE WALL TRIM FLOATING EDGE 2' MAX. - TYP. / 4)6 / -FOR WIRES ALL BRACE CROSS TEE 8' MAX. CEILING GRID !AT SIDE WALL 10' x 32' MOBILE OFFICE NAYWARD AND BAKER SEATTLE , WASHINGTON 45 DEG. IL) TIGHT TUNS - TYP. MANGERS TO BE '12 GA. GALV.. SOFT- AMEALED. MILD STEEL WIRE AT 4'' 0.0. AN) MAX. 8' FROM ENO WALLS - ATTACFED W/ MIN. (3) TURNS TO CEILING SUSPENSICN FENDERS AN) TO V4', x 3' LAG INTO BOTTOM ED3E CF ROOF JOIST. WHERE WIRES ARE SPLAYED NCRE THAN 1 N 6 OUT CF FLLMB. PROVICE COUNTER SLOPING WIRES. 'Q GA SPLAY -WIRE BRACING IN PLAN` CF EACH RUINER. VERTICAL ANGLE - 45 DEG. ALL WIRES AT FACtED TO MAIN RIMER. SPACE MAX. 2' FROM ( INTERSECTION - TYP. V4' DIA x 3' LAG TO EE INSERTED P•' o TO DIRECTION CF WIRE NO SCALE SCALE: 3' - 1' -0' °12 WIRE AT EACH MAIN TEE 6d (0.092 x 2 -V4') AT EACH TEE ACOUSTIC TILE MAIN TEE RIVET ONE ETD (FLOAT AT OT-ER) 7/8" x 7/8" x 0.02 ANGLE WALL TRIM CEILING GRID AT END WALL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 15 2007 City Of Tukwila B ILDIN D . SION 8' MAX. 0n0 �/- 3/8" - W -R4 4 CE WASy2 CNAL RES: 7/2/2008 SCALE: 3" • 1'-0' \`-) RECEI W Et JUL 3 0 2007 PERMIT CENTER I I 1 1 I , TM MODERN BUILDING SYSTEMS, INC. TELEPHONE: (503) 749 -4949 FAX: (503) 749-4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 REUSE OF DOCUMENTS THIS COCUNENT AND TEE IDEAS AM DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MOCERN BUILDING SYSTEMS. INC. MD 15 NOT TO BE USED. IN WHOLE OR N PART. FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUf - IZATION. 8 15 STRAP F1ETA I L REV . BY: DATE: PER: SHEETS: KAH 6 -18 -07 SUBMITTAL SIMPSON MST126 STRAP W/ (16) N10's TO DF STUDS (2) 2 x 8 END RIM a TRANSPORTAT ION FRAME J END RAIL 1/8" 1" U1" `� 2" /) < TYP. SCALE: 1 1/2" , 10' x 32' MOBILE OFFICE HAYWARD AND BAKER SEATTLE , WASHINGTON DETAIL. 1- w w REC iVEL JUL 3 0 2001 PERMIT UENTEI 0) J