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Permit D04-355 - EDGMON & SON TRUCKING - BUILDING AND HANDICAP RAMP
EDGMON & SON 2550 S 102 ST D04 -355 Z • z. rew JU' 0 O'. (f) 0. W -.1I— • LL W O; LL Q -a 1--x Lux'. zW W 0 • W 0 co :O — O I— W = - U. PO Z' W ✓ i 0 z City cox ITukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOuk DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 0423049001 Permit Number D04 -355 Address: 2550 S 102 ST TUKW Issue Date: 10/15/2004 Suite No: Permit Expires On: 04/13/2005 Tenant: Name: EDGMON & SON TRUCKING LLC Address: 2550 S 102 ST, TUKWILA WA Owner: Name: FREEMONT ASSOCIATES Phone: Address: 700 N 36TH ST, SEATTLE WA Contact Person: Name: DOUG FOOTH Phone: 206 632 -6607 Address: CONSTRUCTORS PACIFIC COMPANY, 700 NORTH 36 ST Contractor: Name: G E CAPITAL MODULAR SPACE Phone: Address: 40 LIBERTY BLVD, MALVERN, PA 19355 Contractor License No: GECAPMS077CC Expiration Date: 01/16/2006 DESCRIPTION OF WORK: PLACING NEW 28'X 64' MODULAR OFFICE BUILDING AND INSTALLING HANDICAP RAMP. SEPARATE HAULING PERMIT REQUIRED (TYPE E). Value of Construction: $164,379.60 Fees Collected: $2,781.58 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 8 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Z 3:Z �w UO N J = CO LL wO U . co D �w Z r`- ' r` O Z �- w W U� O CO3 0 W w z ui CO) O Z doc: IBC - Permit D04 -355 Printed: 10 -15 -2004 City o Tukwila Department of Con :muttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOuk-wilama.its Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -355 10/15/2004 04/13/2005 % Permit Center Authorized Signature: � , Date: r0 - 11 0- -EVY 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 this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform nce of work. I am authorized to sign and obtain this development permit. Signature: Date: �e Print Name: 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. doc: IBC - Permit D04 -355 Printed: 10 -15 -2004 Z H D �~ W U U 0 co W J � CO LL W O U. a N F— _ Z �. z ° 2 5. U ON off WW h U' LL O .. Z U= O Z y ,Q City of Tukwila IBM Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 0423049001 Permit Number D04 -355 Z Address: 2550 S 102 ST TUKW Status: ISSUED �w D v Suite No: Applied Date: 09/22/2004 Tenant: EDGMON & SON TRUCKING LLC Issue Date: 10/15/2004 00 Cl) CO W J = ii- 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N U. W 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. u., i � O 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w start of any construction. These documents shall be maintained and made available until final inspection approval is Z = _ iF- granted, o z W 4: All construction shall be done in conformance with the approved plans and the requirements of the International 2 5 Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. v N O- 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any w w requirements for special inspection. H U U. O j 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building Z inspector. No exception. v X 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. P: O Z 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 10: 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: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Portable Ore extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable Ore extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so doc: Conditions D04 -355 Printed: 10 -15 -2004 r .: � : ar. t. :� .( ,�. ia. ..� k•> �:+y4a,• ,+t`w r'r .�. :{ ih. a,. n+ -� ,1• k �JtirVW&A k - ,^- �� Q C of Tukwila r�rs Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross Z weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 z inches (102 mm). (IFC 906.7 and IFC 906.9) W 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot v o be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) N W _J� 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available CO LL for use. These locations shall be along normal paths of travel, unless the fire code official determines that the w O hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: ** *MEANS OF EGRESS * ** - IFC Chapter 10 N D = a 18: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table F _ z 1015.1 of the International Fire Code and International Building Code. F O 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. w w (IFC 1008.1.8.3 subsection 2.2) D o V co 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle o i-- is engaged from inside the tenant space. (IFC Chapter 10) = v 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) "_- z w 22: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 v = O F- 23: A lire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and Z City Ordinance #2051. 24: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 25: Local U.L. central station supervision is required. (City Ordinance #2051) 26: 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) 27: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 28: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire- fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (IFC 506.1) doc: Conditions D04 -355 Printed: 10 -15 -2004 ,.,:_, .:: u z t . ,; '•i..,i:i:s:;+,:;.�= �;•.:t,r ^. "a.4:.s:rr�i r +i;c�'3�wau".. .�� .rw �fi�L$ City of Tukwila i9C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: Fire hydrants are required as detailed in City Ordinance #2052. Fire hydrants shall be spaced so that a hydrant is no more than 150 feet by line of vehicular travel from a building. Z Z'. 32:- ** *BUILDING CONSTRUCTION * ** - IFC - IBC W. 33: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials p shall meet the requirements of International Building Code 803. CO O. 34: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving co Lu J surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width Co U_ O an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 35: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at LL (206)575-4407. = to d 36: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** W Z X, 37: A separate permit is required (Type E), for hauling of over -sized load. W U� N * *continued on next page ** o . ' W U_ F.. W •• Z W t/! U =. H O ~. Z doe: Conditions D04 -355 Printed: 10 -15 -2004 } �...�- City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work 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 provision of any other work or local laws regulating construction or the performance of work. i Signature: Date: O / G e 5 i Print Name: doc: Conditions D04 -355 Printed: 10 -15 -2004 z , w U U) a CO) =. N �. W O LL D = W F- r ZH . HO z E-- w w Do L) o� w L L ..z w 0 i Z� 08/21/2004 15:54 20652368� D FOOTH PAGE 01 JUL 07 '04 08:34PM TLA011LA DCD/PW CITY OF TUKWILA %0 Community Developmvnt Department Public Works Depirtment I- W Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98168 y 1.• ' ' Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. OPlease Print" � _isll C King Cc Assessor's Tax No.: e l - - 960 Sitefd4lum, Suite Number floor: Ten nt No C: ZZZ Now Tenant: M.... Yes (j ..No Owners address: city state zip 4T VFERS10 W� Nam r'. _Z_L&� Day Telephone: 2ZL 4- �7 Mailing Address- 7&V �&R" City Stele Vp P-M H Address: Fax Number:_a2� X fov"io Con t let Person: _ 211 Day Telephone : ,,, E-M dl Address: 7 - At 6 2 e, Z41 � W_ Fax Nwnbgr' 2, r__1_ Con i iLctor Registration Number: Expiration Date: a original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance'l"► f bi et 1 ' r RE OPJD W 00M,*d�b..A i1i ; . Corr pany Name: Mail ft Adarei;s: city Slate zip Con act Person. Day Telephone: E- it Addr Fax Nwnber:- Eli Xei. f :Wat P(YPPA' Y.: VE Corr pany Name; Mai ing Address: Cit Slo'b Zip Cor' act Person: Day'Telephorie: F,-N*il Address: Fax Number: pt4#1;% t,%V"NpWmjj s"bcjt;0A (1,2004) Z Z LU 2 D 00 (/)D C0 w W _j S2 U. WO L CY W 0 Z �_ W W 2 5 D 0 0 Cl) 0 a f_ W W L ) 0 Z id Cl) 0 Z 08/21/2004 15:54 206523681 D FOOTH ,' PAGE 02 J1L 07 ' 08:24 TUKWILA OCD/P �u G�tYtvG 08:24M Vail Ition of Project (contractor's bid price): S Existing Building Valuation: S� I Ili Sco of Wor . (please provide detailed information): • vd !v t _ . �2 i.Yli /t4`t� A sir s Lt rj'J IC"G'-rrJ/.7 Lt Will there be new rack storage? [] .. Yes P.. No If "yes ", see Handout No. for requirements. Provide All Building Areas In Square Feetage 8etow le- family building footprint (uca of the foundation of all structures, plus any decks ova 18 indws and ovethanp ;atcr tlieii 18 inches) an Accessory dwelling, provide the following: Lot Area (sq ft):.,ZCO Floor area of principal dwelling: Floor area. fb accessory dwelling: '"Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. ber of Parking Stalls Provided: Standard: -.. X Compact: Handicap k there be a change in use? [] ... Yes 11..No if "yes ", explain: ].. Sprinklers ❑ .. Automatic Fire Ala m ❑ .. None Q . Other (specify) there be storage or use of flammable, combustible or hazardous materials In the building? ❑..YesNo f "yes ", altac h li}q of inateria/s and storage Imations on a separate 8-112.% 11 paper indicating quantities and Material l t - v Data Sheow Ptnslkc chM*tsWrmh sppUtdion (7.2001) Page 2 z '~ W UO C/) 0 CO W J = t-- CO) LL WO 2 QQ LLQ CJ) T 1... W z H H O z 1-- w 2� U 0- o I— wW H LL O z W CO o� z Existing interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IB C ' ur ot 110TY thru cat Structure' cd'Garage De uhed Garage — - A hcd Carport D chod.Carport Co ered.lkcck Un L._ ot'e:red Dcok le- family building footprint (uca of the foundation of all structures, plus any decks ova 18 indws and ovethanp ;atcr tlieii 18 inches) an Accessory dwelling, provide the following: Lot Area (sq ft):.,ZCO Floor area of principal dwelling: Floor area. fb accessory dwelling: '"Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. ber of Parking Stalls Provided: Standard: -.. X Compact: Handicap k there be a change in use? [] ... Yes 11..No if "yes ", explain: ].. Sprinklers ❑ .. Automatic Fire Ala m ❑ .. None Q . Other (specify) there be storage or use of flammable, combustible or hazardous materials In the building? ❑..YesNo f "yes ", altac h li}q of inateria/s and storage Imations on a separate 8-112.% 11 paper indicating quantities and Material l t - v Data Sheow Ptnslkc chM*tsWrmh sppUtdion (7.2001) Page 2 z '~ W UO C/) 0 CO W J = t-- CO) LL WO 2 QQ LLQ CJ) T 1... W z H H O z 1-- w 2� U 0- o I— wW H LL O z W CO o� z 08/21/2004 15 :54 20652368 D FOOTH PAGE 03 JUL 07 '04 08' GSA R X1 , 1ILA PCD r • "e : !tJ XrI *P%%'1+IjT�ZN Q�AT�O�4 Scopp of Work please provide detailed information): Call Ware you Dig: 1- 800 - 424 -5555 W _ Pie heir to P ublic Works Bulletin 01 for fees alid estimate sheet. (� .. Permanent Watcr Meter Size .. " w0# ©,. Temporary Water Meter Site.. WO# ❑ .. Water Only Meter Size..,......... " WON ^_ ❑ ..Deduct Water Moter Size ...... d .. Sewor Main Extension ............ Public Privatc C].. Watst Main Extension ............. Public Private I'1iJ r•• N Firc Ane Site at Properly Lino Number of Public Fire Hydmant(s) _ ❑ .. Water ,,..Sower GJ ... Sewage Treatment M Billingto.. N Day Telephone: Mai ing Address; ., Oty Stale Zip Wat Mortar Rx& Ilhna" Nan _ _ Day 7"etephone: Mailing Addre9y: Oty `wi, Zip ' ' ukulkc cM�Vpemil sppllCetbn (1 -SOW) Page 3 Z Z �W 0 ND J CO LL. WO }} �J U- j Co = W H Z F- Z� W W 5 U� ON OH WW H� LL O Ill Z U= O Z wi ❑,,. Water UistrtCt 0 125 ❑ .. HighlinE ❑ ...Renton er Availability Provided ; okla ri wila,. ValVue ❑ „ Renton Q .,,S¢attle er Uric Certificate []... Sewer Availability Provided ❑ .. Approved Septic Picts Provided r3... 'optic System - For unite septic system, provide 2 copies or a eurrent septic design approval by King County Health Department. S wi ati on bQx wilich a pRbl ❑... ivil Plans (Maximum Peper Size — 22" x 34 ") [] .. ethnical 10bnnation Report (Storm Drainage) C3 .. Gcotechnical Report []...Traffic impact Analysts ❑ .., and [] .. insurance ❑ .. Esserttent(s) ❑ .. Maiotenancc AErcentent(s) ❑ ...Hold Harmleis P d A r twat r fight -of -way Use - Nonprofit for less than 72 hours Q .. Right- Usc - Profit for less then 72 hours ❑ ... ight- of -u'uy Use • No Disturbance ❑ .. Right -of-way Use -- Potential Distwbanee �... nemictiorl/Excavation/Cill - Right -of -way Noll Right-of-way ❑ .., rotai Cut cubic yards [J .. W ork in Flood zone Q ., otal Fill cubic yards ❑ .. Stonn Drainage [J... Sfulitary Side Sewer Q .. Abandon Septic Tank ❑ ,. Grease Interceptor ❑ ... c or'Remove Utilities Curb Cut ❑ .. Channelization ❑ .. ronlage Improvements Q .. Pavement Cut Trench Excavation El.. rafc Control (] . Looped Piro Line Cl.. Utility Undetgrounding ❑ . actt1low Prcvcntlon - Fire Protection " Irrigation " Domestic Water„ - ,,,� , (� .. Permanent Watcr Meter Size .. " w0# ©,. Temporary Water Meter Site.. WO# ❑ .. Water Only Meter Size..,......... " WON ^_ ❑ ..Deduct Water Moter Size ...... d .. Sewor Main Extension ............ Public Privatc C].. Watst Main Extension ............. Public Private I'1iJ r•• N Firc Ane Site at Properly Lino Number of Public Fire Hydmant(s) _ ❑ .. Water ,,..Sower GJ ... Sewage Treatment M Billingto.. N Day Telephone: Mai ing Address; ., Oty Stale Zip Wat Mortar Rx& Ilhna" Nan _ _ Day 7"etephone: Mailing Addre9y: Oty `wi, Zip ' ' ukulkc cM�Vpemil sppllCetbn (1 -SOW) Page 3 Z Z �W 0 ND J CO LL. WO }} �J U- j Co = W H Z F- Z� W W 5 U� ON OH WW H� LL O Ill Z U= O Z 08/21/2004 15:54 206523689" D FOOTH PAGE 04 SUL 07 '04 08:35AM TUKWILA DCD/PW P.5i9 WF t1 IA '�'lC�►�Y ' 6= 3 � ,b" 0 ..:. , : , , MF HANICAL CONTRACTOR INFORMA"P�ON Co parry Name: Mailing Address: city. su« zip Con act Person: Day Telephone; E a il Address: Fax N=ber: Con ter Registration Number: Expiration Date:_ _ I im original or notarized copy of current Washington State Contractor License ,must be presented at the time of permit issuance" Val of Project (contractor's bid price): S Scop e. of Work (please provide detailed information): Vm Residential: New ... LJ Replacement...,. ❑ Commercial: Now .... 13 Replacement.,...❑ Fuel Electric'_.[] Gas....( Other: type of mechanical work being installed and the quantity below: Unit Chit e: Uni Type: Boiler / i Fum a <100K BTU Air Handling Unit >I 0,000 ._._.. Firt: Damper 0 -3 HPl100,00013'ru CFM Fluor e>JQU& U1'U kva orator Cooler fJif'lltstT _ 3 -151 /500.000 BTU Fluor umace Vcntiiation fan Connected Thermostat I5-30 HP /1,000,000 BTU to Sin lc Duct Sus ded/Walt/Floor Ventilotion Systxm Wood/Gas Stovc 30 -50 HP/1,750,00013T1: Mourted Heater fl a Vem Hood and Duct water ] - s ealer 50+ HP /1,757000 BTU 1 Repsi or Addition to Incinerator - Domestic Emergency M aitiglGoolh�g Generator $t Air dting Unit Incinerator — Cotrift0no Other r. e0anicat <I 0 CFM Eq uipment Z14Q. A 'f ON" Vilu of Constructioo - fn all cases, a value of construction amount should be entered by the appltcant, This ftgurc xill be reviewed and is subject to ro ible revision by the Permit Center to comply with current fee scbedules, Expt tion of Pira Review — Applications ibr which no permit is issued tuition 180 days following the date. of appltcation shall v�cpirc by limitation. ThC 11dln8 Ut.Yicial may extend the time for action by the nppliaant for a period not exccedint 180 days upon written raquest by the. applicant as Z ~w � �0 D UO CO Q C0 W W �U_ WO LLQ to D = F- W ' Z H Z 25 U ON 0 I– WW F- u O Z W U= P O Z �' � City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I RECEIPT Parcel No.: 0423049001 Address: 2550 S 102 ST TUKW Suite No: Applicant: EDGMON & SON TRUCKING LLC Permit Number D04 -355 Status: ISSUED Applied Date: 09/22/2004 Issue Date: 10/15/2004 Receipt No.: R04 -01472 Initials: SKS User ID: 1165 Payment Amount: 58.00 Payment Date: 10/29/2004 04:45 PM Balance: $0.00 Payee: EDGMON & SON TRUCKING LLC TRANSACTION LIST: Type Method Description Amount w ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 17319 58.00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 i 1 ?710 TOT doc: Receipt Printed: 10 -29 -2004 Z ce. JU UO U o w= J F. N U W O, LL ?. S2 CI =w i~- O Z it— W U� 0— , .3 H Lu LLJ LL O .. Z W U =, O Z ? City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 (206) 431-3670 RECEIPT Parcel No.: 0423049001 Permit Number: D04-355 Address: 2550 S 102 ST TUKW Status: APPROVED Suite No: Applied Date: 09/22/2004 Applicant: EDGMON & SON TRUCKING LLC Issue Date: Receipt No.: R04-01415 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 1,687.58 10/15/2004 11:48 AM $0.00 Payee: EDGMON & SON TRUCKING LLC TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------ - - - - -- Payment Check 17249 1,687.58 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------------ BUILDING - NONRES 000/322.100 1,683.08 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,687.58 Z W 3 U. L) 0 Cj) a co W W J T U- W -j U. cf) W Z H 0 Z H W W 5 ' C01 W Uj O. Z. ) LL .. Z. W C0 X: 0 Z doc: Recelpt Printed: 10-15-2004 Z W 3 U. L) 0 Cj) a co W W J T U- W -j U. cf) W Z H 0 Z H W W 5 ' C01 W Uj O. Z. ) LL .. Z. W C0 X: 0 Z i �,�VIU1, iy City of Tukwila Inn 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT i Parcel No.: 0423049001 Permit Number D04 -355 Address: 10160 WEST MARGINAL PL S TUKW Status: PENDING Suite No: Applied Date: 09/22/2004 Applicant: EDGMUN & SON TRUCKING LLC Issue Date: Receipt No.: R04 -01282 Payment Amount: 1 Initials: SKS Payment Date: 09/22/200410:03 AM User ID: 1165 Balance: $1,687.58 i Payee: EDGMON & SON TRUCKING LLC TRANSACTION LIST: Type Method Description Amount - ------------------ - - - - -- ------ - - - - -- Payment Check 17130 1,094.00 j 1 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 1,094.00 i Total: 1,094.00 09 r f 16 T # )TAB.. i0 "14 0C. doc: Receipt Printed: 09 -22 -2004 z Z W U 0)o co LLJ J H V) LL W 0. LL = CY H= Z�- �- 0 Z F. LU U� O C0 u W U LL lil Z CO) Z `f /. fn INSPECTION RECORD ' - - '' 6KY� Retain a copy with permit "'" 5,5 1 INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P e t: Type of Inspe ' n: Ll a�d • V s Date Called: ' 4 < Instructions: Date Wanted: Requester: Phone�No: � !� Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z �Z �W JU UO W� S2 LL WO LLQ U� =d �W Z Z F- H O W �5 U� ON OH WW LL Z 111 co O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit �- INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / a Type of Inspection: Address: Date C Ile .� Specia Instruction : Date Wanted: earn. Requester: Phone No: a Approved per applicable codes. Corrections required prior to approval. • . I t. ✓� F t / �; - -_ - Nei i $58.06 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: Z I '- W Q� JU 0 NQ CO) III U. W � a. co) _C% -W Z H F O W ~ W �o O N 0 F- WW H5 W Z 111 Cl) O Z INSPECTION RECORD Z Y Retain a copy with permit INSPECT N N0. PE T N0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I pection: Address: to Called: Special Instructions: Date Wanted: a.m., �. Requester:, O Phone No: Receipt No.: Date: z ;- Z W QQ � JU UO U J= S2 LL WO 9-J U. Q co) = �W Z H H O W ~ W U O N, 0 F- W F . LL O ..z w CO) O z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEQ CITY OF TUKWILA BUILDING DIVISION y 6300 Southcenter Blvd.,- #100, Tukwila, WA 98188 (206)431 -3670 Proje Type of Inspection: Address 5 Date Called: Spec a I tructions: � Date Wanted: a.m. P .M. Request, D Phone No: Q Approved per applicable codes. EQ Corrections required prior to approval. COMMENTS: ' - g- 1 z ly v T -. 4 // �I � -" ` t Inspector: Dater LJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, Receipt No.: Date: Z �Z �W UO 0 U) TLL WO L L to 2 FW Z F- 1- O Z 1— W Uj �p U co WW H �. �Z lJ l U= O F- Z t 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 -3670 i �i Project: Type of Inspe lion: Address: Date Called:' - Spe ' I tructions: Date Wanted Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. Inspector Date: ✓ J $47.00 LINSPECT 10 F E REQUIRED. Prior to inspection, fee must b paid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: �z W 00 = W �L WO LL N d = W H Z F. H O W �j U� ON 0 F- WW H� LO .• Z W U= O ~. Z •j INSPECTION RECORD 0 f3r t / Retain a copy with permit � T �7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr t: � � Type of Inspection: A dre i � �� ur/ F Date Called. n _Z11/0 (� Special Instructions: Date Wanted: a. b / P .M. Requester: P ie ?( 73o - .30a 4Q! Approved per applicable codes. L or ections required prior to approval. f CO MENTS: Receipt No.: Date: Inspecto Date: 24:�4 Z $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z i}- Z . W QQom. WV UO ND V) LLJ J � NLL WO UQ U� = a �. w ? t H O Z I_ U� ON 0 F- Ww O W Z co O H Z Z ~ W UO 0 wF- � WO Ua Co D = F- W Z W W U� o� WW L 0 W U H� Z Tukwila Bu Di rt ; Ken Nelsen, Sr. P Building Division Review Memo Date: pct. 29, 2004 Project Name:.. Edgmon and Son building permit revision_ #1 r received Oct 25. 2004 Application #: D04 -355 Plan Review: Ken Nelsen, Senior Plans Examiner f The revision approval is- subject to verifiable documentation -, from the iriterior-wall interior-wall panel manufacturer, that the proposed { ;s 4 polystyrene foam partitions are protected by a thermal barrier required by IBC Section 2603.4. A thermal barrier is defined as. Y2 inch. gypsum wallboard or t equivalent per Section 26003.4 and shall be installed in a, manner referenced in this Section complying with FM. 4880, UL 1040; .NFPA 286. -or UL 1715. t I Iti f 7 t' r S Gc D Larson, -, } B Benedicto , �I 0 Page 1= Z ~ W UO 0 wF- � WO Ua Co D = F- W Z W W U� o� WW L 0 W U H� Z FEATURES & BENEFITS • 100% Reusable and Relocatable • Endless Configurations • (DUL Listed Wall System • Easily Cleaned Durable Finishes • 100's of Panel Colors Available • Fire Retardant - Class A • Sound Absorbing Capabilities • Anodized Aluminum Eliminates Paint Chipping and Corrosion. • Progressive and Non - progressive Wall Systems OPTIONS • Worldwide Installations • Door -to -Door Delivery • Shelves and Cabinets • Dry Erase and Chalk Boards • Lever Handicap Hardware • Phone and Data Raceways • Dual or Single Pane Windows • Door Closers • Door Windows • Tile Flooring or Carpet • Wall Mount or Central A/ STANDARD S STANDARD PANEL FINISHES (all cores shall consist of polystrene foam) CITY OF TIUKWILA 0 C T 2 5 2004 ro; RMIT C PE ENTER STEEL OR ALUMINUM Single Story Enclosures featuring p i 20 0 1 l l l .l, r, t J �,� .!Y�•' �,',`•`� 't^�t '1 RA M,1, �!Ya; •i,l ivy�h SPECIFICATIONS PANELS • Integra 200 - 2" wail system • Integra 400 - 4" wail system • All panel cores will consist of a polystyrene foam. • Panel facings shall be a minimum thickness of 1/8 ". • Standard panels shall be a maxi- mum of 48" in width. DOORS • Doors shall be 1 -3/8" or 1 -3/4" hollowcore or solidcore. HARDWARE • Hardware shall be Allied Modular standards. RAMING MEMBERS Framing shall be a minimum thick ness of 0.62 Available in Clear Satin or Bronze. GLASS • Windows shall be solid or sliding with 3/16" clear tempered glass. GENERAL • �v_ Engineered for Seismic Zone 4 " „ ^ Meets or exceeds all U.B.0 , B.O.C.A. and N.E.C. Building Codes. STANDARD FRAME DETAILS 11 jj CE fT POST H -POST FLOOR CHANNEL WINDOW FRAME RACEWAY ,Yi s , 7 I s Z '~ W fY � UO C/) 0 C0 UJI J � N U_ WO U _ co 0 _ d �W Z F– W O �j U ON 0 ll— W 2 1- F- �Z ui U= O Z 1 0 SINGLE STORY MODULAR 4� 'v I jr" lot* M No E ME N Modular walls and inner-office partitions may be designed to fit the needs of any office. Both offer more privacy than cubical work-stations and are 100% movable and re-usable. Our product is available in both 2" & 4" wall systems to provide flexibility for all environments. We stock the largest selection of wall panels in six standard colors for fast shipping needs or over 100 special-order colors to meet any color scheme. U IBM z Z LLI � QQ 2 D 0 00 W CD LLJ W = -J F- CD LL U J 0 L CD :D LLJ 0 z �- WW 2 :D D 0 0 U) 0 C) LLI LL , 5 L -0 6i z 0 U) F- o z l aw 064 4M Sri Auk VM Icai Full Height Partitions FEATURES & BENEFITS • I Oft RausaM$e and M0%1bb • 2" and V Watt System • A VAUble In Clear Sawn or Brorve (Brown) Aknninum • Custom Sim • 1 001 of porxi colors Av..*Wc • rwe Rl:tAmww • $Cued Abwrbing CapabiRies OPTIONS . InstaAation • DoOWC >Ooor D"Very • SIMIKS / cabir is • Dry Ease / chalk Dowtds • Lem wrdwwe / HandiWp • Ekctrital Raceways • Phorse / Mita Raceways • Blank Pace nays • Cwr Closers • Ow Wfndaws A 1` 8 0. .,ar i ccouln POST A 0 T a+o- W Poser PANELS • Panels shall be 2' and 4' Itkk • AU pancis shad be polystyrene corn• • P.vxl f rocs sh.VI be a mry mum thickrins of I/W • Standxd panels shag be a masmum of 48' in width DOORS • Doots shill be 1 -3/8' or 1 -3/4' hollow or SOUL[ Cafe HARDWARE • Kx shill be MYcd Modu4ir standards FRAMING MEMBERS • Fmrnlrg shah be a mkiiIn"n ttrckrmss of 0.62 GLASS • Windows shM be solid at sliding with 3/16" clear Gtx"P~ 91-S 7b, �¢t WA" START TECHNICAL DATA PANEL 2 INCH FACING STC R VALUE FIRE RATING `. STC, 'R VALUE ': FIREAMING GYPSUM 25 R I A 36, 11.15 FIARDBOARD 25 R -I 1 C 3G R 1S C C DISTRIBUTED BY. RACewwr � ii 0 r r• ' rr�,y � O to Cell SPECIFICATIONS !NO. --•� ta.r �+— T 1 1 s� Z ~ W D JU UO fA c C0 W W = C0 IL WO 2 LL C/) = W F- _ Z� F- O Z F- LU W 5 U O� Q F- WW 2 F- FF-- LL O w z U= O Z l 00 , 22. 2004 3 :04PM (MM No .71 P. I FAX To: Devlin Shipley From: Jill Pulido Company: GE Modular Space Date: 10/22/04 Phone: (253)395 -0301 Fax: (253)395 -0235 Pages: Re: CC: Quote r Drawing(s) r" Brochure r Revision r" Per your request I- Urgent r Please Reply r Review (" Please Approve r PREFABRICATED OFFICES AND ENCLOSURES SAVE TIME AND MONEY $$$ Many Uses: Administrative Offices • Lunchrooms • Cleanrooms • Shipping & Receiving • Storage Computer Rooms • Conference Rooms • Machine Enclosures • Assembly Rooms "PROTECT YOUR ASSETS!" „ Tufauard, The Totallv Modular Guardrail Svstem ,,. tit ��'Itiila ,!:' Features & Benefits Depreciate In 7 yrs. 100% Movable 100% Re- Usable JOund Ansorbincq 2" & 4" Thick Wall Sys Unlimited Sizes Several in -Stock Colors knorless Options Phone (714) 630 -8660 Fax (714) 630 -8375 642 W Nicolas Ave, Orange, CA 92868 visit us online at: www.ailledm lelul.9• ServerlCo_formslAMBS Fax Bldgs 'F �CtA'.*Y4 +'l�ti.� .. 91401Ett M Z ~ w D UO Cl) 0 co W W = H Cf) LL WO LLQ Cl) = F. W Z H H O Z t- W W U Cl) OH W F-P u' O w Z U= O t ' - Z Two Story Single Story FEATURES & BENEFITS • 100% Reusable and Relocatable • • FF��.dless Configurations ITUL Listed Wall System • Easily Cleaned Durable Finishes • 100's of Panel Colors Available • Fire Retardant - Class A • • Sound Absorbing Capabilities Anodized Aluminum Eliminates Paint Chipping and Corrosion. • Pr ressive and Non progressive Wall Systems OPTIONS • Worldwide Installations • Door- to-Door Delivery • Shelves and Cabinets • Dry Erase and Chalk Boards • Lever Handicap Hardware • Phone and Data Raceways • Dual or Single Pane Windows • Door Closers • Door Windows • Tile Flooring or Carpet • Wall Mount or Central A/C V UL Listed Raceways .awra�w.. Electrical Ready Phone Ready Data Ready Internet Ready rs i Single Story Enclosures featuring STANDARD FRAME DETAILS SPECIFICATIONS PANELS • Integra 200 - 2" wall system • Integra 400 - 4' wall system • All panel cores will consist of a polystyrene foam. • Panel facings shall be a minimum thickness of 1/8'. • Standard panels shall be a maxl- mum of 48' in width. DOORS • Doors shall be 1 -3/8" or 1 -3/4" hollowcore or solidcore. HARDWARE • Hardware shall be Allied Modular standards. FRAMING MEMBERS • Framing shall be a minimum thick ness of 0.62 • Available In ClearSatinor Bronze. GLASS • Windows shall be sold or sliding with 3/16' dear tempered glass. GENERAL • Engineered for Seismic Zone 4 • Meets or exceeds all U.B.C. B.O.CA and N.E.C. Building Codes. 00000 CORNER POST H -POST FLOOR CHANNEL WINDOW FRAME RACEWAY STANDARD PANEL FINISHES (all cores shall consist of polystrene foam) FS !� C.l� '1 '�• VINYL GYPSUM F R P STEEL OR ALUMINUM DISTRIBUTED BY: INC. Z Z a , W U Cl) 13 C0 W J � N U. WO U Q W �W ?H F- O Z F-^ �5 U� O- 0 1.- W LL J E- F- 0 W Z U= O Z ., d • e 4 • d J v• G , : a .• 4 STANDARD SECTION BUILDING SYSTEMS, INC. Allied Modular's Single Story Enclosures are the perfect solution for your immediate, short or long -term workspace needs. Allied Modular's Single Story Modular Enclosure, with its advanced framing system, can easily be designed and configured to meet your needs. You will find our Integra 200 and Integra 400 wall systems both rugged and durable yet attractive. Available in a colors and capabilities including; integrated electrical, phone and data, our Integra line is outstanding for all applications. Allied Modular's customer service specialists guarantees that your project will be a success from start to finish. z ~ w �0 UO (n ❑ (n w J = F- LL W ¢� LLQ = ,rw Z z O_ W �� �❑ O O— ❑�_ ww LL O ..z W U= O z �0 1 Im.01 1�� 1 TAM _r 'm3w3oa 3H1 :10 Ainvnio 3H1013na SI 1I 30IION SIHl NVH HH310 SS3i SI 3WVH=l SIHl NI 1N3Wnoo(3 31-11 =1I :30110N UL I Online Certifications Directory - Search Results LaWrateft s_ u Page Number of hits: 1 Previous Page Refine Your Search - Home Company Name Category Name Link to File ALLIED MODULAR BUILDING SYSTEMS INC Composite Panels QRSY.MH25747 Previous Page Notice of Disclaimer - Questions? Model number information is not published for all product categories. If you require information about a specific model number, please contact Customer Service for further assistance. r: h4: / /clatabase.ul.com/cgi- bin/ XYV/ Cgifind .new/LISEXT /1FRAME/srchres.html 10/25/ QRSY.MH25747 -Composite Panels U� Underwriters Laboratories Inc., rage B Page 1 of 1 QRSY.MH25747 Composite Panels Questions? Previous Page Composite Panels Guid Info Q ALLIED MODULAR BUILDING SYSTEMS INC MH25747 642 W NICOLAS AVE ORANGE, CA 92868 USA Prefabricated composite panels Classified in accordance with the National Electrical Code, 1996 edition. Pa To p Notic of Disclaimer Questions? Previous Page UL Listed and Cla _UL Recognized Produc Certified for Produ Components Canada This page and all contents are Copyright © 2004 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2004 Underwriters Laboratories Inc.®" http : // database. ul. com /cgi- biiVXYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/25/2004 z z M w UO Co C3 CO LU J � WLL w O. LLQ = a �.. w z f- �- O w ~ W U� OW OH w LL O w z CO O z jL Online Certifications Directory - Search Results U , Underwriters Laboratories Inc.,. Page 1 of 1 Number of hits: 1 Previous Page Refine Y our Search - Home Company Name Category Name Link to File ALLIED MODULAR BUILDING Composite Panels Q RSY.MH2S747 SYSTEMS INC Previous Page Noti of Discla - Ques Model number information is not published for all product categories. If you require information about a specific model number, please contact cust Servic for further assistance. http: // database .ul.com /cgi- bin/XYV /cgifind .new /LISEXT /1FRAME /srchres.html 10/25/2004 z z�. w �D 00 N J F- 0 LL w O: J LL Q = i— w z� t` O Z F - 5 UO O N 0 I— ww H� tL 0 Z CO) O z c t . 11 2004 3 04P ILDWG SYSTEM.$, IRG. Ruildiftg Our Way. lntb Your Future Dil � Was= 9A I' No .7 P. 2 z 'k- Z w w �U 00 Cl) D 0 w W J D U. UJ 0 Q N G U_ Jr Cl) D 0 F. UJ Z F_ 0 z H UJ W 5 Cl) 0 a � W LL , lL 0 z Cf) 0 1__ z Qct.22. 2004 3:04PM No-7.27C P. 3 Tools Recommended for a Successful installation Safety Classes A, Chop Saw with a 60 tootti carbide blade .A Circular SaW'With a 6,0 tooth carbide blade' Putty Knife Cordless Drill & #'2 Phillips Tip 7/8" Nole Sa Level Pry gar Rubber Mallet Tape Measure Chalk line -WALL START L z -FAu WALL &T"ART N -PCOST MODULAR WALL KIT PARTS LIST INCLUDED IN YOUR KIT YOU SHOULD HAVE; 3 ea - 448' I'ancls (door optional) 4 - 12 €t, pc. ofTop Channel 1 - 1 Z.tt* pc. of Floor Channel 2 - 8 ft pcs. of H -Post 1 - 8 ft pc. of Wall Start I - B ft. pc 2-part Wall Start 4.#8 Tek Screws (Raceways & Door Parcel are o pi onail 1temt) FLOOR CHANNEL EASY ANCHOR JNW IIM l RACEWAY TOP CHANNEL #8 TEK SCREW (op tional]. 2 Z �. '~ w WW JU UO UD CO W W = C0 L WO La �D = �W z F- 1-0 w 25 D0 U O� OH WW LL O Li Z W U= O~ Z � I � LVr r 7 FLOOR CHANNEL EASY ANCHOR JNW IIM l RACEWAY TOP CHANNEL #8 TEK SCREW (op tional]. 2 Z �. '~ w WW JU UO UD CO W W = C0 L WO La �D = �W z F- 1-0 w 25 D0 U O� OH WW LL O Li Z W U= O~ Z 00,22, 2004 3:05PM Modular W a ll Kit Installation Guide IIL[�ING &WHA.5, Im. ] ',v� .... .. 8utiOg Qur way 1* Your Fuva. I I S7 N, Gicnie Street Rnaticin' CA 9'2806 Ph I I .63x8660. PIX . 7 i+63"3175r N10 - 7270 P. 4 Step #I Measuring Opening Measure the width on both sides and. the heigN in wirlvus places of the opening where-- the modular wall l;it is ro be i Using t1`112 gUldc below, the panel & aluminurn sizes can 6e cut to fit prier to installation, (see diagram b guide below) Stepp #2 Horizontal Alumin Using the.: actual opening width measurement from guide lxiow cut the Floor Channel and Top Channel to that measurement minus 1 /8" using a chop saw. ( R or best results; w &1cp utN v ), .a. ca rbide 60 roarh blade is r�cprr�rner�ded I, Step 03 Vertical Aluminum U§nng the actual opening height measrremert from guide beloW,. deduct 1 -1/4' and procMd cutting all H- po= Wall Starts & panels to that measurement. dote: Ncircular or skill saw is recom,ended for cultinq down. I tparieis & d or Cut o;.rL F;.chop Scl' is reComn')er; ded for cu.Nnq- X ad '.1miri urn e xs.r oslans. Actual- Openinq' Width minus. 1 /8' - Floor Channel & Top Channel Width. Actual Opening.Hai.ght _ .. njinus t.- i /4-"'- tuatl.Start, H -Past & Panel F-leigirrs. DOOR FRAM -TOP CFf.ANNEL H -P05� STANDARD WALL START 4'. I y' N If J 1' f l G rl 7' FLOOR Cl-t NNEL L2- _P'AaT WALL START Paae 3 are »ta. 1at1eN ,rT - ,.: .e�a:xr •..�orrPUK..w -n�x�Y - I z �z �W 0 UO N C0 W J = 52 W WO LLQ C/) D = II .-W z H W� W U� O CO 0H WW 2 F- LL O . z . W O ct) O~ z 00 ,22. 2004 3:05PM F or nnel a«atIQn SYMMS, INC.. Building O�ur My Into Your Future i 1.57 N: Grow- Svcce:•.Anahe {m;, CA 42$46 pI1) F��d -9bbC rAR � I Adi3(�8375. No,7270 F. 5 Dia. A Step #I Door Cut - Out Anchor Floor Channel to existing floor using #8 Tek screws provided. Anchor at all ends and every 12' ox. in betwem (s ee Dia. 13): The Floor Chanhet must be cur to accommodate door. Assuming door Panel' veil( be nearest to wall as in diagram on page 3. we will need to mark Floor Cha frj pitting. See f Dib. A) for :dimL'nsions. Step , #2 Cutting Floor Channel Loosen screws nearest door Gut out rnarkirzgs just enough to slide a t,/8' or 1 ./4 0 panel facing scrap under the aluminum Rodrtrack. Ad USt the skill saw depth to I' jthe floor track height) acid cut where marked using a t{rcUlar _%iw With a 60 tooth carbide WZIOe. Merir.floor:.chaanel (g), 5 -1/4" from .end; It n mark @ 42 -314" frorr, sarne and. Once cut, this will allow t'oryour door opening. w `37 -9 REMAENDMI !2' DGQR ...,OpEN.iNC I FLOOR Dia. B Trailer Well ITeicSrre+N.(ryp.) I 12'O --t FLOOR.CHANNEL Note:: 2 e.a Tek screws are- required nearest door opening for stuetu ral. stability, P 4 z '~ w W M 00 NO J = DLL WO LLQ = a �W z� �_O W W U� ON 0 I— WW H F- 0 w z UM O F- z 00.22. 2004 3:05PM P1o.727C P. 6 Wall S to rt Step # i Att W Start I Slip one end of Wall Start into Floor Cha nnec & up against wall, level and proceed to anchor as noted. in dia. A. below, Note' la T ral -16 ix IVC1,. r ;iy use a levcl or !Fm_�le r i5 riot (eve you May rneaspre frg7. pist•Ing S,mks to insijre The, �,Nraf! '•� is plumb, Z No . N ote:.. li wAll1s* com posed of caypsurn �e Easy Af1Ch1JlS for inst�allation of vva l Start.' If wall cQrrlpci;ed of Wood JSe #,8 0/0od SCw5. a " � __ r 11 0* not continue with this step until Top Channel Is In p la ce. 0. Step #21 Attaching 2 -Part Wall Start Install first haff of the Z part Null Start as shown in Dla. B, f PALDIN,O SYSTEMS, INC. Secure. in place with #8 Tek Screws similar to Dip. A. I L I .0 Ste #3 p After all panels and aluririinum extrusions are In place, Building Our Way Into Your Future install .second half of -wall start and secure wittz 08 Tek 11.51 N:.Gro+reStreet. hvahefm. C1r:92806 $crews attop; middle, & bottom t see Dia, A&C). ph 7I 63M660 frx.7V+630-V75 Dia, A Dia. B WMI START Anchot 4 - �-- Anchor' 2 - part Wag Stan Vfl�l! Start -anchor r ,�'r �. ti• , X . Troller tX/aJl Traifcr M01 Page 5 j�. r z H W , � C JU 00 W= CLL O WD U _ = �w z� Z° W U O C/)_ H W H� L o w U= O z 00.22. 2004 3:05PM No-7270 F. 7 Top Channel Installation I3 1MING ;SYSTEgs, INC. «� �E' � � � j d . �� �� .::�•+ .. n�` '� ;:';i Buitding Ouf Way Into864 Future 1157 Nt. Grnvx,su(sr_tAr,�hcin::CA 9Zt�QG ph, 7 i 463Q86W fax•714.870•$375 Step # I Slip 'rop Channe) over the top of the Wall Stxt as shown in Dia. A, and attach by either of 3 methods described below. Option #I Cut.a. 2X4 the width or length of a ceiling tile znd place,on tap of die where Top Channel iS bring attached, Insert �i drywall screw from undemeath through the TO Channel, conTinuing through ceiling file into 2x4 above. Continue. this process every 4 ft Option #2 Using a #$ tek screw, screw through grid ceiling main and into top channer on both sides ant! tighten just .enough to pinch top channel against grits: ceiling. Continue this.process every 4 ft. Optlan #3 if.. your ceiling it solid drywall. Drill piJot holes through the aluminum evtYy 4 FL. mark the ceiling and install easy anchors. Scrgw7op Cap in through.underneath, D ia. A / Grid ceiling n .Opt *Z -- WAU start Tap Channel Page G MUM �Itn, YM lW'. I� z �Z '~ w D UO V) o co W J = I-- �LL WO J Uj `o a = w z� Z� w W U� ON 0 F- W HP LL O w z U= H� O z 00.2.2 , 2004 3:06PM No -7270 P- 3 Panel Installat SYSTEM .% IKQ. Building .bur Way Into Your Future 11 5710. G (A 926 ph 714-6 N$:7.I* +3d -9375 Dia. A SIDE VIEW Ceiling �'le � r i Q � f: CU �. R' i � t Top Q Floor Channel IrWall.t:he panel by inserting the top of panel into the Top Channel, push up pnd over Floor Channel then drop into place. Step # I First Panel Installation Locate Pant w /doorand steart by removing door from trafrte. To do this you mutt remove hinge pins frorn hinges, do not remove hinge screws, f if your pariets vv preOLBU y ar, dmvfI to 1.1/4 tx ic'rl C64ir'g t*teig"IL pie -ase do so n o"Iq. Rft& door is removed froni fr a me, remove wood support from bottom of panel ;ittG frem f rom v, 7 t�F��rt as INM :.Ali uc twit..tgt,rfi k ^tsbcalch 7f,'..(, Jj Install the pr' nct as shown in 4Dia. A) by inserting the top o f panel Into the Top Channel, push up and over Floor Channe.I then drop into place: Step #2 Install H-Post (Raceway optional] slide into place so (+- post fits over panel. Continue installing wafl panels as sho.v+ nJri (Dia. B) Step #3 Measure for cast panel by. measuring the opening txetween the leg of the l - k - po,' arid trailer wall. Rip panel to sine and install..(5ee 0 a.. C) See wr& step for lnstzllling.2nd half of 2 -part WOJ Start. Dia. B Dia. C 7 TOP VIEW wau start r•• Pcncb r a Z•p,,it Warr Ran-11 r! ..:�YW .t ]IY0.hf/rYh, _.t ♦ .�"N`,7Y]h9w"ft: Pf 4.'; M) Yl.wf�_4.- s+ +Xr xMNM'MrN 1 z ~w �U U to 0 J = H DU_ wO 9-1 =d �. w z� t— O w ~ w U� ON D F_ w w H C.) U- o tii z U= O z 00 ,22, 2004 3:06PM No -71170 F . 9 Door Se p Installing Door Installation Insta(l door back into frame and repla,cc hfngc- pins. Level up d9or for an even around the door & frame, lf'the floor is. urt•level, you con adjust the doorf;'arne to straighten oEA the header (see- Qia, A) Secure with #8 tek 5CrCVV5 PCr 00 Ai Stop #Z Installing D.00r Knob Beforajinstalling door knob, CIDSe . do, or and thfough the utfirie of hole onto frame vvkh door hole troccano P - L , ncil (this wil be your catch hole. Use a 7/8" bi-metal aw hole.qaw and make the hole for the catch. ;drill holes rot Lhe catch plate screws wing a tek screw. Remove tek screw and replace with the galvanized, scrc ws provided and attach catch pfale. MWING SYSTEMS, MO. U Btilding Our Way, Into Your Fulure 11 5114. CA . 4496 Ph'i I 4-63( Fait :71443Q.037.5 if ?f :or Is Ua16 .WJLM door. DO. A lm leg Wth'pyy bar to We .6ijz and nruxh with zek Sao-W. ffw4e Len ri*�i CMMnt4 *4 * M i 517 rw ►0 79* Screw EXTERIOR Vl.EW Dian B Door, , ma• Ptndl Door Frame Pageg ....... ------ z I �-: -�_ Z W O 2 D U 00 CO C Co W UJ 3: S2 U_ WO 2 � 9 _J U. < CO D y CY f _ UJ 0 z �_ UJ UJ 5 .0 a � W H 5 LL —0 z CO) 0 F- z L�: 00-22. 2004 3:06PM No-76 P. 10 Securing the Wall systems U.DING Sy'ST��1S,. IIVQ; ij.'; �� ���• 'I1� 111'1 1:4.��•� !• + Bulld►ng Our Way Into. Your Fulure i 1 P V, .Grov 5trcti ArO ?R' irk f X M pt7 714 -6301- 666 f Gi1.463[f;9: 1 Note: Th-*. dipgram is .for screw placement at M14 top. & bot'orn bf Idictruslon lnmrseiajons. Optional R��+*w�Yy Step # 1 Securin W & Extrusions Once all paneis. extrusions. second half of .Z -part %riff start are installed and door is swinging properly. finish by securing wall. system in place with .#8 Tek Screws prnulded. See Migram below forscrew placement_ if fu rther. BSSlstcance - ls rieecled,. please, co nta.ct our o ffice 71.4r630 -866 TOP VIEW l �FS TO Screw #6.Tek SCMW M6, tCli. $ci w 48 fek Screw 1 #aTV Strew N8 7�fi Screw Screw. �$ 7ek Screw 9 z Z: �W �U UO rn D CO W J = H �LL WO U� �D �w z z - C 7 U� O C W H LL- Ili Z. U= o� z Oct-22. 2004 3 :06PM No,7270 P. li Window Panel In.stallatian c6j i ,P.VJ: 'i �II.DIN�.. YSY�Ni�a 1N. - H ju ® 1 = o il Buildlug Our Way Into Your rulure . 1157 N, Grave Siivd.ArtaWOi; C6 92806 pn 'T 3 463"66U. W7.1 4. 30 -b375 Dia. A Step # 1 Installing Optional Window 5tart by insuring the Kick Panel into floor .honnel and Aide into the H - Post or Raceway, Proceed by placing Window frtme & Glass over Kick panel and sliding into position so It is also in the H - Posti lnsuall the He .ader Pari6,11 in the 5al manncl' as a regular . panel by inserting Neadcr'ir7to Top Channel and drop into the window frarrie. (See Dia: A). Once in p0r -, insert next H- post or. optl Raceway and cnntinuc tilt all panels are in pi�,GC: Rqf der Panel Pa f 10 Window' .Frame & Mass 1 Kick Panel. z ~w � D U O CO CO W J = H U. WO U - N� = �w Z 1-- w ~ w U� O- DH W 2 HL ) !6 z .. w U =. O ~ z 00,22. 2004 3 : 07PM No-727C P. 12 Raceway 1 Installation 1/2. Flex=onau;r $KOING SYSTEMS, INO; Top ChannO 8WIdIq Our Way.Wo You-Future Snap-On cap .1 157 N. gfQ%e' k Ananeim 12 Oh y i4b3U.86�6Q fm 714 - .4304072 OUML, Raceway $tep .# 1 phone or Drill a 7/�5' Pia. h in Top Channel at Jocat svitah clirectjy centered above ]Raceway j See sketch. #2).. Apply i/2'•flex connector to flex, candult &.att:ach too 718' hole. Appfy� flex "nut: & rurt wi,r'eS. thou4,tl,. NOCe:. 1j ei!ing is.solid;you maV have t run `rrire. �. under the buildiirig •.rr'thi•condu.k,• Step #Z Remove racevtr7y -on rap, cut a 3 00 piece. Pv of SMP- On.cafi at:dcir rrnfrzed Jflcatian: above F(Mhed floor. an ouftt;& 40" above: floor 1'or switch tt o mme n ded) ankh wires and Floor C�ar�nel replace•srtap� -a.n cap-&. mountoi,tfet.crsuvit[h with,. #$ Tek Screws provid� Isee Ma. 3). Z WIM. 'Outlet - Flex Connector phonc or r Gut -out 7/8" 0W Wola SwltCl� f / 3' r r" l�c�CE'W8y' Pa: a 1.1 s z �Z �w D UQ CO W J = CO U- W 9-j Cj) =d �w z Wo w U o- o t— W W L w z CO O 1 ' z 00.22. 2004 3:07PM No.727C P. 13 Storage and Cage S Y S T E M S, Irla, Hullding Our Way lnjo,Your Future 1 rST.N. Grove 51re% .Anahefm,,.CA 72006 ph'71 +630 6660 far.7 14- 630.133? 5 STORAGE Aluminum Keep alurninurn channels in a upright position if possible. Aluminum will have a better chance of not scratching when in Storage. if you must s tore aluminum horizontally, put a layer of cloth or equivalent in between channels: P anels: Keep all Wall Panels and Door Panels separated on pallets using a clean ogver .sheet for bottom . Solid panels may h stacked while poor Panels regvire foam blocks in between So aluminum framing or hinges do not scratch panel below or above (see illustration below). If foam is not available, «se equivalent. Most important keep panels out of direct sunlight and freezing ternperatures, CA RTE: All panels a m lia w ith :stu rdy- washable vinyl or wood and :can be cleaned with a 010 detergent, warm water and a clout. Aluminum may be cleaned' using the same method. Store; panels out of..direct. sunlfght and freezing 'ternperaWFCS. 12 storage Z W JU UO W= S2 LL WO �Q = a �W z F_ 1— O W ~ W U� CO oi_ WW I— H O Z w CO o� Z ATTACH CORNER POST TO FLOOR TRACK AND TOP TRACK USE a 8 TEK SCREWS(TYP) MODULAR WALL CORNER POST 48 TEK SCREW MODULAR WALL EXISTING WALL ATTACH WALL START TOETM, MID STOP OF EXISTING WALL WITH APPROPRYUE ANCHORS ATTACH WAIL START TO FLODR TRACKAND TOPTRACKOFSOTH WALLS USESBTEKSCREWS(TYP) ATTACH WALL START TO FLOOR TRACK AND TOP TRACK OF BOTH WALLS USE a 8 TEK SCREWS(TYP ) WALL START OOIRAR WALL MODULAR WALL MODULAR WALL .I000LAR WALL H -POST ATTACH WALL ALL START START TO H -POST, FLOORANDTOP R TRACKS W RH aBTEKSCREWS (TYP ) H -POST+ L48TEKSCREW ATTACH HOST TO FLOOR TRACK AND TOP TRACK USE a B TEK SCREWS(TYP.) ATTACHRACEWAY TO FLOOR TRACK ANDTOP TRACK. USEa8TEKSCR NOTE: THESE ILLUSTRATIONS ARE FOR INSTRUCTION USE ONLY. THEY ARE NOT ACTUAL WALL LAYOUTS (FLOOR PLANS) VALL START POST LL START ATTACH WALL STARTS TO HOST. FLOOR AND TOP TRACKS WITH 38TEKSCREwS(TYP) EXISTING WALL TOP TRACK H -POST CORNER POST FLOOR TRACK WALL PANEL DOOR WALL START TYPICAL ELEVATION U z CA W m II m a b � T/S y �Y: Nli WA ;USTOMER: GE CAPITAL MODULAR SPACE B LOCATION. SHELLYS 1919 HOWARD ROAD SE AUBURN, WA 98002 iM [MM.O PR FqN! pil+E iV0oE1H'/ CIS Nato amour euinwa +simuo swa NOfaE iw�a0. /.4im1uP�E0..E Ni0Q+ ED xOPUSFD Po11.tnRW VSf +.MiIOEVFR EI�V i ar MlTIEN rE ar.aa a •u.o NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TYPICAL FLOOR PLAN SECTION OCT 19 2004 13:56 FR GE CAPITAL SPACE 253 395 0235 TO 2064313665 Our Business Is HelD , Your! with .. . 1 t7 Great Trailers, Great Service,'Great Rates. 01 Largest selection of floorplans in your area On -site delivery in 24 hours if needed Rent, lease or buy — new or used — flexible plans W Clean, well maintained units W Steps, furniture & security screens available 0 Mew, customer- friendly billing & return policy Local offices nationwide ready to serve you 1st Choiw for Conrbudim Tlrailm & Moa+JQr Gm*km GE Capital Modular Space ... centered on quality 1 DATE FAx To: p 1�q /0 19432 East Valley Highway Kent, Washington 98032 253 - 395 -030 800- 523 -7918 http:/Iwww. modspace com Mt F Ax Numsat — .3 -3 F ROM: AflL �y PH ONE; 253 -395 -0301 FAx; 253.3954235 M. URA 047 dY 2004-01 A `'`es"T, J/5 1o1191or D04a. 35S z a� �w �U UO N N LL w� LL� a =w �_ zF- z� U� o - OH w F-P �L- w v= o~ z OCT 19 2004 13:57 FR GE CAPITAL bHHUE enJ J Jn WeJb I u eWb4J 1 JbbZ) t'. W e_ 5(7 A- pD��s l S l 1 S� �r c'? 0 ** TOTAL PAGE.02 ** Z �Z �w 2 D UO ca J = co U- W F J . w� cl)a =w �O w f- �o U co .0 H wW LLO .Z w U= O~ 2 OCT 19 2004 16:14 FR GE CAPITAL SPACE ab i J!zjO OdUb 1U e064J 1 Ubbb H .01101 SPECIAL MOTOR VEHICLE ++' washingtm state OVERSIZE /OVERWEIGHT �/% Depadmem of Transperta6cn Permit Number: 000565035 Start : U3/i3/2UU4 Expires 03/l2/2UU5 Ofifee: IA6 Washington Trucking Association Agent Name Jeannie Robots Issued: 3/3/04 11:510 Report #: Original Permit #: Suspense #: Company Name: G E CAPITAL MODULAR Cash i Address: 19432 EAST VALLEY BVY KENT, WA 98032 Total Fee: 360.00 Power Unit No: 265846 License: 728 PR Power Unit Axles: ]rlllrs VIN 365998 Trailer Unit "es: Km: Lie State WA Year: 200 1 Make: Inrc ational Load/ Transportation Item: Nun- Divisibic Load (Variable SiZc) Note: Rear overhang not to exceed 1/3 of actual overall length. From: Point To. Point f Routing All uvpmved Wathinbtan S tut cbigl+wuys. Max Wgielits L6 KG Max Dimeiisions FT Meters Gross: L Width: 14ft 0" 4.367 Legal: Height: 15ft 0" 4.572 Excess Gross: Overall Length: IUOft 0" 30.4800 Gross Axle: Trir/Load Length: Legal Axle: Front Overhang: Excess Axle: Rear Overhang: Special Conditions •• SIGN IN COLORED WK (NOT 8L ACR) T o VALIDATE I'FRM rr. CA1tRY PER?vaT tN VEMCLSAT AI.L T24ES. O VERSIZE LOAD SIGNS REQUIRED. "FORM 560 -002 ATTACHED. 1 ROUTE DOES NOT GUARANTEE HEK;HT CLEARANCES. •' IF TRAVELING ON CITY OR COUNTY STREETS. LOCAL ArrRavAL MUST BE OSTANtED. •• REFER TO FORM 360 -002 FOX ESCORT CAR REOUM aMNTS. •• LOAD MUST BE REDUCED TO PAAt'TIVAL MINIMUM. READ THIS BEFORE SIGNING The Undcrsigued pe rmiRe c acicilU W1cdgcs that the per 't has been issued with the specific understanding that all applicable Washington State Lu picrAdministrativ Coles, rrgu tions , d conditions will be coirplied with, ant! that the information container! herein is true ;tnQ c rcc . i1rlc rtriittt:c i LLSl be c Jac ur:il juridistlieuun wlleu ttul oprruting uu aisle highways. PERM IT- VQ�rVALIU'JNL15S SIGN ED BY PERMITTEE VIOLATION OF SPECLAL PERAUTS - PENALTY: For failure to obtain. misrepresentation, or violadotl of special permits, State law provides for a fine, confiscation and susoensiun of permit without refund. No refunds after the start of the effective dates. DOT Furnt 560.031 Revised 7/99 cSnmvi Wrsim I.ti TOTAL PRGE.01 ,;t, :,e.a. .t:.nL. +u; >. �..+., z. .v;.ot tom. '. �;✓. JJ. ittwiir•?- �4N`+ e: i,: iy} L;: u�:. Y: nrF,+ : i'." �. «si:w;s;s:L�h;S.x::3kawisnif. �l:IIstL %a+Elr7aM.+t19Ci' 'sba:. sew, ai, eJ. l+. i�h' ai:: i.n z Z JU UQ C0 ul J H to u- i } �J u. to = a �w z H 1•- O z l— �5 U� N o i— WW F- U- O W z co ~O t— z 5 4 Ro M L" . iM --f" gg M IV i 1z" IRK I . . . . . . . . . . . ti J1 r ................ . . . . . . . 't .r �+i.v r " yb f�i 9 F?• �I.�..�tC✓^t`•"*` .'"a.. �..0 ,•�t•.v; k�Sra ,4,v• i•µ.� ��... -:�`;. i�,�2 �'� /!'�' a > w • t¢.�,$:l'1 z!•..`;.: �j•;4 � Cat sf yr, 5 � '1 t v ay,.- "�,.,' r a 1:>. /" f� w � � '�f{4!�r...; rr .I � �'S ; . 1 r ) h :. � e � :� f 3 t .� v. �i ,N . • i S. i• r �, , - s�..S.:., � r ri r ,t � ,m . 'Mmm i,+ i T w"- f 4 e ,ti•1 � '�' i:T t {i+ •, {L ,fu .k. ~ ��. � rL 'u+1 �y , N' r t 1U �� �k �l�,. j 0 -%Frwlvtg7 Tuhwl 2 2oo, T CpA►r&P 1' r FROM': CONSTRUCTORS— PACIFIC .. V... , ...v .ter w � �•�'J V—.. � �_ PHONE NO. : 206 632 6609 L. - u - i 1 r•f Jul. 29-2004 10 : 59PM P4 raw tit ii I 1 4b 9 `N I e r I 7 ' I ti ohm x `MMT w �w. r � �N � •, CA I I { I z '~ w JU cU 0 Cl) C0 LLI J = H N O LL w J U C00 = w z� �O z F- w 25 U O� o�- wW LL O wz U= O z FROM : CONSTRUCTORS- PACIFIC PHONE NO. 206 632 6609 Sep. 13 2004 02:53PM P5 Q: Q (A,. N5Q• r�� rr. ,e i.,. ., A m n� "N _ A .a • � Qp A N c�Mp�LP lS r. .S � fi ' Q 1 ; ' R ECEIV ED OF TUKVWL 6. y`� "��.��� SEP 2 2004 � -� Y - G �,����•� �•'' . PERMIT CE • 1 6���. . -.: NTER N .> E S OO•J7 , FT RDA[) 20 .611 SG AG ti N 4 s48•1 5.3 " 443:65 . 02ND STR'EEr z w UQ W = N LL w � LL Q = �w z Wo w U� o ff ww LL ui z U= 0 z 7 • �,gr� iaii RECED CITY OF TUKKWILA S E P 2 2 2004 PERMIT CENTER z ~ w � D JU UO N W = F- N u- W } O r lL Q cl) =w z F - O z �- w w U0 ON o H- WW H ti O z W U= O z 1 1908 10 -03 -2005 DOUG FOOTH 700 NORTH 36 ST SEATTLE WA 98103 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -355 2550 S 102 ST 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 Permit Center at 206 - 431 -3670 to arrange 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 a one -time extension up to 180 days. Extension requests must be in writing 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 11/19/2005, 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, Jenn�feri Permit Technician xe: Permit File No. D04 -355 6300 Southcenter Boulevard, Suite #100 @ Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Z �Z W JU UO Cn o. W= Cl) U WO LLQ WD = f.. W Z F— H- O Z 1— w W U O - � I— uJ W H� LO .. Z W U= O Z a city of Tukwila Steven A Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 z w March 22, 2005 3 U O CO a' UJ Mr. Bill Haddock J NLL 19432 East Valley Highway w O Kent, WA 98032 U. Q. RE: Request for Extension — Permit No. D04 -355 - 2550 South 102 " Street co) Dear Mr. Haddock: H= Z X I— O This letter is in response to your written request dated March 10, 2005 for an extension to Permit No. w I-- D04 -355. Based on the information received, the City of Tukwila Building Division will be extending. ? o. your permit 180 days beginning March 11, 2005 and ending on September 11, 2005. v Please be advised that this will be the only e- Wension granted for this proiect and no further notice will w w be Piven prior to the expiration date. A new permit and associated fees will be repaired after the I above -noted expiration date. " O Z. If you should have any questions, please contact our office at (206) 431 -3670. v O z 4 SSii . ncerell' Robert Benedicto Building Official /sks File: Permit No. D04 -355 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 e Phone: 206 - 431 -3670 - Fax: 206 - 431 -3665 Y MAR 10 2005 16:31 FR GE CAPITAL SPACE 253 395 0235 TO 12064313665 P.01 1 f GE Equiprnent Services Modular Space Bill Haddock 19432 E. Valley Highway Q Kent WA 98032 USA L T 253 395 0301 F 253 395 0235 U O C 425 2419530 p bill.haddock ®ge.com Co W J = CO U_ W O: March 10, 2005 LL N CY Mr. Bob Benedicto, W City of Tukwila z Department of Community Development z O 6300 Southcenter Blvd, Ste #100 WA 98188 ? o Tukwila, (F) 206.431.3665 U O co Subject: Permit no. D04 -355 0 LU 2550 S 102 St, Tukw U � Dear Mr. Benedicto, O W z rn In response to your intent to suspend letter dated 03/01/2005, we would like to request a one -time extension for the above - mentioned project. We have been working diligently trying to solve the potential z F- problem with the foam panels. Z Allied Modular has agreed on this project to replace all the panels with the gypsum panels as indicated on the attached sheet. They also will have an independent test laboratory test the existing panels and will have results available by the end of April. If these panels are acceptable to The City of Tukwila, we will begin immediately with the replacement of the system and the correction of the problem. Please let us know if the system is acceptable and if the extension is granted. Thank you for your consideration and I will be looking forward to hearing from you. i f ' � o� Cc; Bob Edgman Rhonda Banghart File General Electric Company -V� MAR 10 2005 16:31 FR GE CAPITAL SPACE 253 395 0235 TO 12064313665 AfK A RBLUM SYStEM INC. Ha I M P t Technical Data A ' ,h J t- '�' R'.D 4•wr Panel Composition Tested with P Core Gypsum Gvasum Hardboard Gypsum Aluminum Skins Aluminum Skins Aluminum Skins Gypsum Aluminum Skins Hardboard Melamine Melamine Melamine Thermo Plastic Gypsum Thermo Plastic Thermo Plastic Stucco Embossed Stucco Embossed Stucco Embossed Gypsum Stucco Embossed Hardboard Stucco Embossed Melamine Hardboard 1 r 1 ^ A I MV "i a1 • � n u � � ' a c `\moo, as Ga 27 R -11 15 C 15 -50 '37 C; ?' L I A = Non - Combustible C = Combustible AMBS, Inc. 1999 Note: All values indicatc foam core onl y z W 5 C-) U Cl) U) LLJ J = N LL wO } �J LL CO) �w z F— t-- O w �5 U� U aH W F- O W z U= O z 26 R -11 5 A 0 -25 ; 3;6; T -K-15; 26 R -11 15 C 15 -50 ';;•;,,'37' ,I 25 R 15 A 0 -25 '36-:1] -11 25 R -11 5 A 0 -25 36, 25 R -11 5 A 0 -25 36 R,15, '5 • ;q ;' , ,,,p =2 25 R -11 15 C 15-50:. ','36, ; R= 1;5''• ; ' 16',: , , is "C' 25 R -11 15 C 15 -50 ; - 316 25 R - 11 15 C 0-25 I .•' 6'' ', R ' 15" 'I'5. 25 R -11 15 C 0 -25 36,' R -16; ; .15 , ' ' 'i ; • ;0 -25;' 27 R -11 15 C 15 37 R -15, F5; C' i '�'5:SQ ' 25 R -11 10 C 15 -50 ' ' ' 36 , ' ,',R' -1 a'` 'r -4:0' G : ; ;;1 -5 , ;,;, ;•• 27 R -11 15 C 15-50 37 "R °.15 1,�5:; ; ', • G Y ; ` ;?i;5 5C1 �., 27 R -11 15 C 15 -50 '37 C; ?' L I A = Non - Combustible C = Combustible AMBS, Inc. 1999 Note: All values indicatc foam core onl y z W 5 C-) U Cl) U) LLJ J = N LL wO } �J LL CO) �w z F— t-- O w �5 U� U aH W F- O W z U= O z I MAR 10 2005 16:32 FR GE CAPITAL SPACE 253 395 0235 TO 12064313665 P.03 Product Comparison Guide d o.�,vi7f,a w 200 [7 an te.Ap � -"? C1 °,, z � � inte�;��1�. /100 • I� �N- ti N1, GOOD BETTER BEST ' ' ♦ j}•''; +�;'i 2" Thick Wall 4v hick Wall • i�:}; ::;;I:;j Bronze Aluminum Finish %j% /;, . • '' j / f t / i %' F� ::,'•ti. M � ♦ 1 "�±�;��;'� Satin Aluminum Finish ♦ j`i;'` Non- Combustible Class A ' ♦ :' %'' Combustible -Class C • ,' , • ;;!' "'' "�� Vinyl Faced Hardboard % %:' ;!;•; j /,. ♦�*!? ';; Vinyl Faced Gypsum • „; °''l' Steels kins, Aluminum, FRP ♦ ♦ �.' .�� Polystyrene Core ♦, • ;,+,��,;,• S m nda rd 5 olid 4 - 8 "x 40" 3/16" Glass j ♦ ;,,,." Standard & Custom Sizes - 3/16 "Glass �.r�:; j.: /'' /i;;.•; • !;• Standard 46 "x 40" Slider. 3/16" Glass Dual Pane - 3/16" Glass ♦• • „ii #::':'�. Hollowcore Legacy Doors ` .•�,,;, anti " S olldcor L a Legacy Doors Steel Powder Coated Doors ♦ ♦ Vision Lite Door Window "I# ♦ ♦ r*�;i' ' Spans to 16' 20 Ga. Roof Deck ♦ Spans to 20` - 20 Ga. Roof Deck %;, Spans to 24' - 18 Ga. Roof Deck j / /; ; ♦ �' Pre -wired UL Approved Electrical Raceways 'ti. S td. E lectrical R acewa s (Not y UL Listed orPre- wired) �, ,,,;,• ,I Two Story Applications / /�i % %'1' 1' ,X 1 ;�?�►',,;'• %'; Sound Enclosures ♦ ;i+j`�.:;i.l' Machine Enclosures ♦ ♦ '�` '�� I, 11,100 BTU Wall Mount A/C j¢�ti�,�g•,;� ♦ ♦' 7,000 BTU Wall Mount A/C �► � .L .. O /l!1!1 17. 1!? AAA RTII 1A /�11 AA......rLJVAr.L1,...♦ O. /'.,..I i. Z ~ W UO J = F- U_ WO J U. j N = W ZF ZO W U N 0 F- WW F- u. O W Z U= O Z APR -11 2005 16:00 FR CE CAPITAL SPACE 253 395 0235 TO 12064313665 P.01 r r 1 Eq , %Jjpj,'r er Services Modular Space Bill Haddock 19432 E.Valleg Highway Kent WA 98032 USA T 253 39S 0301 F 253 395 0235 C 425 2419530 bill.haddockftexom .LN31Wd 0 U Soot T i ddd 021AUDEIN March 10, 2005 Mr. Bob Senedicto, City of Tukwila Department of Community Development 6300 Southeenter Blvd, Ste #100 , 1 Tukwila, WA 98188 67 (F) 206.431.3665 Subject: Permit no. D04 -355 n 2550 S 102 St, Tukw a -.,ear Mr. Benedic o, _ In response to your intent to suspend letter dated 03/01/2005, we would like to reggest a one -time e extension for the above - mentioned project. We have been working diligently trying te, ofve p ential problem with the foam panels. Allied Modular has agreed on this project to replace all the panels with the gypsum panels as indicated on the attached sheet. They also will have an independent test laboratory test the existing panels and will have results available by the end of April. If these panels are acceptable to The City of Tukwila, we will begin immediately with the replacement of the system and the correction of the problem. Please let us know if the system is acceptable and if the extension is granted. Thank you for your consideration and I will be looking forward to hearing from you. Sincerely, Bill Haddock Cc: Bob Hdgmon Rhonda Banghart File General Electric Company z 2 1"' '~ w tY 2 JU UO V) o co UJI J= F N LL W O. U - CJ) =w �- X z F- F- O w ~ w Uj3 CO Q H- w U L L z U= O z APR -11 2005 16:00 FR GE CAPITAL SPACE 253 395 0235 TO 12064313665 { 1 i F Technical Data P.02 2 jt2 ;d a ii 4.l i "r i� .td'�XRArf1'£�i� f V� U�����a �'LS�i mill „ � t 1 1 1 1i 1 1 x 1 1 t i T 11 " 1 F r ��+y� ,' r J 1 +`. 11 I':�! .r • .f 1 ..• 1 . r i L • 1 2 r ►• r O 1,^I II. •'' 16'A 4,m.. ;Ilfr , t.th .• t6 . vrw Panel Composition Tested with P OKs Wne Core Gypsum Gypsum • ypsum Hardboard Gypsum Aluminum Skins Aluminum Skins Aluminum Skins Gypsum Aluminum Skins Hardboard Melamine Melamine Melamine Thermo Plastic Gypsum Thermo Plastic Thermo Plastic Stucco Embossed Stucco Embossed Stucco Embossed Gypsum Stucco Embossed Hardboard Stucco Embossed Hardboard oe C t �m Q �e 26 1 i l I ' I''' "• t'• 'f N O e � e A 0 - , ' „ r iglu • A 0-25 36' 1345 C 15 -50 '36 I i ,R ='I'5, 1'S „ • ' ,G C 15 -50 C 0 -25 '36 1 R =15' 1 11 "C C 0-256' R -15, C 15 , 37 R -y 5;; ; 1 15.' ; i `,c;, „' h C 15-50 38 ”, R�'6,; C 15-50 ' ': ' RA S' • 1,5' ",G; •,', !15 96 26 R -11 15 25 R -11 15 25 R -T1-5 25 R - 25 R -11 15 25 R -11 15 25 R -11 15 25 R -11 15 27 R -11 15 25 R -11 10 27 R -1 1 15 27 R - 11 15 C 15 -50 • 37 ; R *15' 1s ; :C 'A'S -90 I 6 asiQ. g6, R-15 No Combustible, C = Combustible Q AMBS, Inc. 1999 u .�....: 7 .. ., l:.. J,.....::. iir•!,.: a�.::.... e:.. �u..:.. md..;: ian•::: �• adEa+.^ k::a.:«`.:.,�;::.�i4'l�ka�c�:”, .iS.suC" Oay.' 6i6ltiS�,'UW.+1 . ,. .j r, •, ..r � , .. .. •,. � � � •:�. ,: ' Lfs1 �{aletil%ii�Y Z Z CY- 2 D UO ND J � NI. WO LL ? � =W 1- W F- W U� N C3 t— WW HF- IL F- Ill Z U= O Z C 1 15.50 R R -15; A 0 0 - 25 3 36 ; ;R -16' ; ; ;1,5.' 26 R -11 15 25 R -11 15 25 R -T1-5 25 R - 25 R -11 15 25 R -11 15 25 R -11 15 25 R -11 15 27 R -11 15 25 R -11 10 27 R -1 1 15 27 R - 11 15 C 15 -50 • 37 ; R *15' 1s ; :C 'A'S -90 I 6 asiQ. g6, R-15 No Combustible, C = Combustible Q AMBS, Inc. 1999 u .�....: 7 .. ., l:.. J,.....::. iir•!,.: a�.::.... e:.. �u..:.. md..;: ian•::: �• adEa+.^ k::a.:«`.:.,�;::.�i4'l�ka�c�:”, .iS.suC" Oay.' 6i6ltiS�,'UW.+1 . ,. .j r, •, ..r � , .. .. •,. � � � •:�. ,: ' Lfs1 �{aletil%ii�Y Z Z CY- 2 D UO ND J � NI. WO LL ? � =W 1- W F- W U� N C3 t— WW HF- IL F- Ill Z U= O Z 27 R - 11 15 C 15 -50 • 37 ; R *15' 1s ; :C 'A'S -90 I 6 asiQ. g6, R-15 No Combustible, C = Combustible Q AMBS, Inc. 1999 u .�....: 7 .. ., l:.. J,.....::. iir•!,.: a�.::.... e:.. �u..:.. md..;: ian•::: �• adEa+.^ k::a.:«`.:.,�;::.�i4'l�ka�c�:”, .iS.suC" Oay.' 6i6ltiS�,'UW.+1 . ,. .j r, •, ..r � , .. .. •,. � � � •:�. ,: ' Lfs1 �{aletil%ii�Y Z Z CY- 2 D UO ND J � NI. WO LL ? � =W 1- W F- W U� N C3 t— WW HF- IL F- Ill Z U= O Z APR..11 2005 16:01 FR GE CAPITAL SPACE 253 395 0235 TO 12064313665 R Pro Comparison Guide 900 q t (c, ' 1 • `yi V .N GOOD BETTER BEST • ; ;� % "'d,.;,. %,;' Allied Modular Building Systems, Inc. 1157 North Grove Street Anaheim, CA 92806 Ph. 714630 -8660 Fax 714 -630 -8375 www.alliedmodular.com P . 3 !>/ - 5 0 AMBS, Inc. 1999 TOTAL PAGE.03 s`.a..{.:..u+. uu.l�:.a�4.r wY .i— .�..5�_ : t.:� • � � :•' �YIZ��kt'Jfk'hR'Iv� �.. Z a� Z w �U UO W� S2 LL W J LL N CY = W H Z }- z0 �5 U� N a E- WW H LL .. Z Cl) O Z 2 Thick Wall %;r 4" Thick Wall "•:' " Bronze Aluminum Finish ♦ ♦ �,;', Satin Aluminum Finish .4 5, '4 ♦ 'i Non- Combustible - Class A - j� %'! Combustible - Class C Vinyl Faced Hardboard /� i'• "'-; �% ♦;�,; Vinyl Faced Gypsum '' ' ♦ Steel Skins, Aluminum, F R P •!; Polystyrene Cor ;. ♦• ♦ ?; "' „n� Standard Solid 48 "x 40" 3/16” Glass ' i •�;;"' Standard & Custom Sizes - 3/16" Glass r . "x40 "Slider "Glass i �/•j of %' ♦ �'i;t'; Standard48 -3/16 ;i� •`:J'.;; %! �:;J• i;;;;;�;; -' Dual Pane - 3/16" Glass • ♦" `s.• Hollowcore Legacy Doors ., i!/ / • ':• �; �% S olidcore Legacy Doors Steel Powder Coated Doors j 1 ♦ ,+;',''' Vision Lite Door Window ♦ ♦ t` tth1: Spans to 16' 20 Ga. Roof Deck /'!'�•' % /;'� %�'� ";: ♦ i',i,;;�' S pans to 20' - 20 Ga. R oof Deck S pans to 24'- 19 G a. Roof Deck ♦ i'u ' P re -wired U L Approved E lectrica I R acewa y s ♦ a ; Std. Electrical Raceways (Not UL Listed or Pre - wired) ;' Two Story Applications ; %:; "•;/ , j %i /� Sound Enclos ♦ ,�;? Machine Enclosures ♦ ♦ ;;' ; 11,100 BTU Wall Mount A /C ♦ ♦ �;;� 7,000 BTU Wall Mount A/C ♦ ♦i''; 9,000 & 18,000 BTU Wall Mount HVAC -Heat & Cool %r /��;- / ';'! ♦ ;;;;;' Fire Sprinklers i' %ii�:�;;;;;: %:'•,:• ♦ ;�, ;,:;; Central HVAC ''' ♦ t ip,); Commercial Carpet or Tile ,,� /• ; : ♦ �' Permit Packag Allied Modular Building Systems, Inc. 1157 North Grove Street Anaheim, CA 92806 Ph. 714630 -8660 Fax 714 -630 -8375 www.alliedmodular.com P . 3 !>/ - 5 0 AMBS, Inc. 1999 TOTAL PAGE.03 s`.a..{.:..u+. uu.l�:.a�4.r wY .i— .�..5�_ : t.:� • � � :•' �YIZ��kt'Jfk'hR'Iv� �.. Z a� Z w �U UO W� S2 LL W J LL N CY = W H Z }- z0 �5 U� N a E- WW H LL .. Z Cl) O Z SYSTEMS, INC. 0 i �I April 1, 2005 Dave Larson City Of Tukwila 6300 S. Center Blvd. Ste. 100 Tukwila, WA 98188 Dear Dave, As discussed in our phone conversation this is the wall sample made up with a Honeycomb core. These modular walls would be used extensively in the state of Washington, in conjunction with all the outstanding GC projects. I hope this wall make up meets with your approval. I look forward to hearing from you in this regard. Thank you in advance for your time. If you have any questions or concerns please feel free to call me at (714) 516 -1188. Sincerely, Barry Sim z , li W C i O N0 W W N LL w O J IL < N D. �w t M; I-- O: z !-; U� .O N O 1- W W`. — Z LLi U= ~O F-1 z ' . Honeycomb Products Corporation &A Flange carries the tension py and cam 'Sian fs f Web holds flanges together in proper order Farint; vmrivs 1111. I1.n!�iari and rmm�w.ecinn Contact Us Neat Page Page 1 of 2 Honeycomb is the product made by joining together individual bands of kraft paper into a series of continuous hexagonal cells. The cells in most cases are faced on both sides with similar material creating what is, ounce for ounce, the strongest structural product known to man. Honeycomb is made from renewable resources: it is bio- degradable, non -toxic and 100% recyclable. Honeycomb works on the I -beam principle. The facing of the panel acts as the flange of the (- beam and the core as its web. The flange carries the tension and compression across the surface of the panel. The web holds the flanges together. Applications: Packaging Pallets e�tDunnage ;Furniture Innerstructure *Signage Displays Oa Residential Construction Approved by: b:p Food and Drug Administration 0 Department of Defense .)Occupational Safety and Health Administration 0United States Department of Agriculture QoAssociation of Railroads N.S.T.A. i l United States Postal Service tr) U.S. Government for Exportation http:// www. lioneycombproducts .com /smeell.litm 4/1/05 Fn�'AM!) .itl'4+(A9xlK?1M`I7 .M'+w+Mm.!aYt1 z Z Of QQ JU UO CO C3 J = H N LL w J L? � =w Z �. t- O z t— w w U� O - O t— wW o w Z Cl) O z Core determines the sheet 11111 Rnes's. and I;iVe'; 111v sheet compression strength )N7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 0� J W c1� �'.- t G� O z, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director �so8 Z ;~ W 03 -01 -2005 Q u.l � JU U Cl) O DOUG FOOTH w 700 NORTH 36 ST SEATTLE WA 98103 W 0 J LL RE: Permit No. D04 -355 ?. 2550 S 102 ST TUKW = a !`- _ Dear Permit Holder: ? F H O In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Z F— LU j Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the p provisions of this code shall expire by limitation and become null and void if the building.or work authorized by such permit.is not .. L) U) N commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or o H abandoned at any time after the work is commenced for a period of 180 days. W W H � Based on the above, you are hereby advised to: �- O W Z Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. U co This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if Z the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing 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 04/20/2005, 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, Stefania Spencer, Permit Technician xc: Permit File No. D04 -355 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 isim City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. R_ evisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician Enclosures File: Permit File No. D04 -355 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 �._:.. �.. �.;. �.;. W.. �,::::.....: �. a �:;:::.. ta... �..:.;.: o+.:..;:.:...:.. 4�w.w.�.....,.�;v�.;.;.iy5w..:1 ....r:.. - .u.�....:yH ri: N:::..s_s.... �• ..�:e:a.x..�sci vim Z September 30, 2004 2 D J U. U Mr. Doug Footh (n 700 North 36` Street J = Seattle, Washington 98103 CO LL O RE: Letter of Incomplete Application # 1 Development Permit Application D04 -355 Edgmon & Son Trucking LLC — 10160 West Marginal Place South u- cf) a Dear Doug: H = Z f.. This letter is to inform you that your application received at the City of Tukwila Permit Center on September 22, Z O 2004, is determined to be incomplete. Before your application can continue the plan review process the following W W items need to be addressed: - O N Building Department: Ken Nelsen, at 206 431 -3677, if you have questions p concerning the following: W W 1. Please provide a complete site plan showing setbacks of the new building from all property lines. u- - Z Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other U N documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other O H documentation be resubmitted with the appropriate revision block. Z In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. R_ evisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician Enclosures File: Permit File No. D04 -355 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 �._:.. �.. �.;. �.;. W.. �,::::.....: �. a �:;:::.. ta... �..:.;.: o+.:..;:.:...:.. 4�w.w.�.....,.�;v�.;.;.iy5w..:1 ....r:.. - .u.�....:yH ri: N:::..s_s.... �• ..�:e:a.x..�sci vim PERi11IT COORD COPY _. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -355 DATE: 10 -25 -04 PROJECT NAME: EDGMON AND SON SITE ADDRESS: 2550 SOUTH 102 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte befw=@ permit is issued I DEPARTMENTS: II�� -6 Buil i Ovi i n ��� Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator 44 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS 7s tructural ING: Please Route Review Required REVIEWER'S INITIALS: x APPROVALS 09 CORRECTIONS: DUE DATE: 11 -23 -04 ❑ No further Review Required DATE: _ DUE DATE: 10 -26 -04 z ~w 0 JU 00 cn w J x NLL W � =w F- _ ZO �5 U� O- o t_ W u. O z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -355 DATE: 10 -05 -04 PROJECT NAME: EDGMON & SON TRUCKING LLC SITE ADDRESS: 2550 SOUTH 102 STREET Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # Revision # afteribefore permit is issued DEPARTMENTS: Buildin ivisi A Public Works Fire Prevention ❑ Pia nmg Division 10 A pStructural ❑ Permit Coordinator t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Z Incomplete ❑ Comments: DUE DATE: 1 0 - 07 - 04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 11 -04 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip,doc 2.28 -02 1.: ..5. :=6: �•,l -kS.� t' .,..t/R i }�J.fi.l�..r•.0 "S z z �w QQ JU 00 (00 J = co LL w LLQ �D �w z� F_ O z F- w w U� ON off W LL O 6i z U= O~ z PERMIT COORD COP i PLAN REVIEW /ROUTING SLIP 0 ACTIVITY NUMBER: D04 -355 DATE: 09 -22 -04 PROJECT NAME: EDGMON & SON TRUCKING LLC SITE ADDRESS: 10160 WEST MARGINAL PLACE SOUTH X Original Plan Submittal Response to Correction Letter # _Response to Incomplete Letter # Revision # after /before permit is issued DEP ARTMENTS: dft 4 n ` l Buildin vision 4 Fire Prevention © Planning Division L{ Public Works IT Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th s.) DUE DATE: 09 -23 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg W Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions ❑ DUE DATE: 10 -21 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routing sllp.doc 2 -28 -02 PERMIT COORD COPY z if- W JU 00 N CO Llu J = S2 U_ w I_j LL 0 � = w z� �O z�_ w w UC3 ON 01-- LLI Lu �O w z U= O z PROJECT NAME: Z A,' Qit t / PER�k..`_'T NO% /Dvy'.: .- Site Address: —25"5"0 3.. Original Issue Date: REVISION LOG Revision Date Staff I Date No. i Received Initials Issued ; 'Staff Initials Summary of Revision: Received By: (plerase print) Revision Date I Staff Date Staff No. Received i Initials Issued I Initials Summary or Revision: Received By: (please print) Revision No. Date Received Staff ( Initials I Date Staff I Issued I Initials Summary of Revision: Received B (please print) (please prino Revision No. Date I Received Staff I Initials Date I Staff I Issued i Initials Summary of Revision: Received By: tpiease prino IfMY� ! � M- « nnws«.. �u• t�wY. �.. NnrvlwMngtt ». i +�ri"v+r I i I`. z ~ w JU U CO J = F— WLL w LL? W a =w z� �O z �_ W w U� ON � F w H� -O W z co O E- z i ty of Tukwila Steven M. Mullet, Mayor o Department of Community Development Steve Lancaster, Director -� 6300 Southcenter Boulevard, Suite # 100 2 Tukwila, Washington 98188 Phone: 206 -431 -3670 1908 Fax: 206 - 431 -3665 Web site: http: / /Www.ci.tukwila.wa.iis REVISION SUBMITTAL . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ioJ� n`� Plan Check/PermitNumber: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # K Revision # A— after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: F- Project Address:, Contact Person: Summary of Revision: Cat i act(/ q3o - 3vi Phone Number: _ _ _�_ -n� - _ -J- e r i i RECEIVED DOT 2 5 2004 c°t f3f- i�— }fE1P�ii A i PERMIT CENTER 1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision i Received at the City of Tukwila Permit Center by: i Entered in Permits Plus on 0 V ap ` plicationsl orms -app (cations on line evasion su mittal Created: 8 -13 -2004 Revised: z =z w Q� JU 00 0 CO S2 LL W U.Q �D = F w z �O z F- 7.5 D0 O �' Q1-- wW F- �- O �z CO O z 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: h11p: 11www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /G Plan Check/Permit Number: O 35 '�. Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre, Contact Person ! Summary of Revision: I i i pFR 200 i i I Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision i I Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 111 \appl icationsWorms-appl ications on Imelrevision submittal Created: 8 -13 -2004 Revised: Z '~ w � JU 00 Cn 0 W= J H U) U- w 9-J LL Q �D = a �w z f- 1— O w ~ w U� O - 0 1-- wW LLO 111 Z U= O Z Noma z i r r, MAR 04 2004 15 :02 FR GE MOD SPACE } I� F ' 1h:Shc•1 } "W1i1 a .. i '• I i f r-- -•-- -- Val :,�lr �Iitl nlr.plh }' l.'i'lil..,l.. ��, DEPARTME�tT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 GECAPM8077CC 01/16/2006 EFFECTIVE DATE 02/03/1993 G E CAPITAL MODULAR. SPACE ATTN: CONTRACTS DEPT! 80 W LANCASTER AVE DEVON PA 19333 ... I)�f:ab ,1n.1 i)irl +lug t'„1U1�••:•1•' .-^. REGISTERED AS PROVIDED BY LAW AS I CONST CONT GENERAL REGIST. # EXP. DATE CC01 GECAPMS077CC 01/16/2006 EFFECTIVE DATE 02/03/1993 G E CAPITAL MODULAR SPACE ATTN-. CONTRACTS DEPT 80 W LANCASTER AVE DEVON PA 19333 Signufur (5sued by DEPARTN(Drr OF LAH0 12 XNI) INDLISTRIES . . ^ .. OA Aml Si um Ideatilicalion card lip• oro Plurinr.: in l3i(l1 z 1r "." z m w u� 5 UO (J) 0 i J co) L WO LLQ co D i . I.- w z �o z I- W UJ Dp U O f-• =W H� L L I!1 z U= O~ z i r, l vv e icon e �r�a mp �ys�ems, Inc. Component Aluminum Ra mp S tem for . safe, User Friendly Building Access. �- _..,��� -�--►► www. weicomerampsystems.com tttvlrrrry , .... CODE CAMPLIANCE 0C(15 2004 City g�ILpIIVG DMSF�ON N I SEP pz"' l'? A?tvi H �A � sIM >ARRISON ENGINEERING EXr111Ei: W&SA 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707 -5656 FAX (360) 707 -5858 1I &COME RAMP SYSTEMS INC. ADA ACCESS RAMP COVER PAGE DATE FILENAME: 2 -26 - 02 _s on„ BY JOB NUMBER: CG 1 102010 SHEET 1 OF 5 t �.• f Y** 6 r.. rwr +ir DATE FILENAME: 2 -26 - 02 _s on„ BY JOB NUMBER: CG 1 102010 SHEET 1 OF 5 t �.• f Y** 6 1 -1 /2"X 1 -1 /2'"X1 /8" FILLER ANGLE. —� PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE f IN PLACE. 1 -- - ALUMINUM THREADED THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO THE ____ - -- . - r ' INSERT WELD 1997 UBC REQUIREMENTS. THE DESIGN LOADING CRITERIA IS 100 PSF LIVE IN PLACE. LOAD. ► T -SHAPE EXTRUSION END PLATE AL. VERT. HAND RAIL 1 - 1/2" X 1 112"X.125 SO. 12" LONG 1 1 SO. TUBE INSERT. WELD TO 4" X 4 X 114 AL. BASE PLATE. .� MILD STEEL 4 X 1/4 THE CONT RACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA AND ... ._ .... . ... .:. � _.. - GALV. PLATE STATE LABOR AND INDUSTR . (TYP OF ALL LEGS). RIES STANDARDS. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO THE CONDITION ,. OF THE STRUCTURE AND RELATED SYSTEMS. T - SHAPE EXTRUSION END PLANKING P LATE THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. RAMP: - ALL PLANKING SHALL BE 13 GA. 12"W x 1 112" DEEP. w . SECTION "C" ;. 'RAMP CONNECTION DETAIL NOTE: PROVIDE 16"X 16" SCALE: 3 " =1' CONC. PIER BLK UNDER PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W " ��► COL. (ON SOIL $ ASPHALT OPTION 1) LENGTH. x 1 - D. SEE PLAN FOR 1/4 X 2" AL. FLAT BAR THAT �„� AND ( OPTION 2 ON SOIL) CONNECTS RAMP STRIN GERS. DE TAIL" P" �,. � P" STAIRS: ALL PLANKING { SHALL BE 1 A. 12"W x 2' DEEP. � �1 -.17 LEG SUPPORT DETAIL OPTION 1 114 "' X 1 -1 AL. P LATE ��'",, - SCALE: 3" =1' WELDED TO EXTRUSION TO L G MAKE CONTINUOS L SHAPE LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING i . GROUND LEG MATERIAL SHALL BE 1 - 1/2" SQ.X .120" AL.TUBING. ALUMINUM _--- -------- i 1 - 1 /2"X 1 - /2" X .125 SO . TUBE. I ------ LEG POCKETS SHALL BE 1.781 SQ X .125 " AL. TUBING. --' -- -�' ALUMINUM THREADED INSERT r* WELD IN PLACE. ALUMINUM -- --- — — - ..� -- -- -- MILD STEEL 4" X 114" THE 1 -112" AL. HANDRAIL SHALL BE 6063 -T5 WITH A YIELD STRESS OF 16 KSI. GALV. PLATE (TYP OF ALL LEGS). ALL OTHER ALUMINUM PARTS SHALL BE 6061 -T6 ALUMINUM WITH A YIELD 11" STRESS OF 35 KSI. HAND RAIL DETAIL "G" NOTE: PROVIDE 8" X STAIRS AND RAMPS: USE 1 -112" SO. X 5/32" THICK WALLED TUBING FOR POSTS RAMP END TRANSITION DETAIL "Q" CONC. PIER BLK UNDER AND HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. END LEG r - -- ------ - - ---- LEG SUPPORT DETAIL COL. (ON ASPHALT OPTION 2 ONLY) .* SCALE. 3" =1' SCALE: 3" =1' PLATFORM: USE 1 -112 SQ. X 5132" THICK WALLS TUBING f 1 � H D FOR POSTS AND ALL HORIZONTAL RAILS. WELDING 1 EXTRUDED L - SHAPE ALL WELDING SHALL BE BY A CERTIFIED WELDER AND IN ACCORDANCE WITH ANSI /AWS D1.2 CODE. WELD SIZES SHALL BE EQUAL OR BETTER THAN THE ALUMINUM ELEMENT BEING WELDED. WELD ALL AROUND UNLESS OTHERWISE NOTED. '1-112" X 1 - 1/2" X .125 SQ. TUBE. P & F CARE SHALL BE TAKEN TO AVOID EXCESS WARPING OF WELDED ELEMENTS. ALUMINUM THREADED INSERT WELD IN PLACE. $ R Z 2 004 OLTS MILD STEEL 4"X 1/4" ALL BOLTS SHALL BE ASTM A325, OR GRADE 5 ZINC PLATED, UNLESS DETAIL "H" GALV. PLATE (TYP OF ALL LEGS). ppj s OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND CRAMP END TRANSITION ANCHOR BOLTS UNLESS OTHERWISE SPECIFIED. MIDDLE LEG SCALE: 3" =1' SHOP DRAWINGS IT IS RECOMMENDED THAT OP PA 7VED Z444�4, - 'INWLCOME RAMP BYBTEMS INC. DATE: FILENAME: _� /ARRISON ENGINEERING I 1997 PARK LANE, BURLINGTON, 'WA 98233 PHONE (360) 707 -5656 FAX (360) 707 -5,858 � I ADA ACCESS RAMP 8Y: JOB NUMBER: SPECIFICATIONS CG 02010 sHEET 2 OF 5 r+ r r 1- 112'X1 -1/2` X.125 Al. ANGLE HOLD DOWN FOR TREAD. BOLT AT MIDDLE AND ON ENDS THROUGH L- SHAPE. 7/16" GRADE 5 BOLTS. 1:12 = SLOPE, TYP SEE DETAIL G SPACE 2 ' APART ON CENTER, Enos of L►cM RnNr sec:►�vr� %.rcwo iwcw�ocrc IN iwIuvLc yr GYP OF ALL HANDRAIL ANCHORS. USE (3) (GRADE 5) 1-12' EQUAL EACH RAMP SECTION. WELD TO SPACED BOLTS WHEN JOINING RAMP LEG POCKETS AND BOTTOM OF SECTIONS TOGETHER. EXTRUDED L -BAR SHAPE. TYPICAL PROFILE VIEW (INSTALLED WITH GUARDRAIL A RRISON ENGINEERING re x�11E� 02s 1997 PARK LANE, 9URUNGTON, WA 98233 PHONE (360) 707 -5656 FAX (360) 707 -5858 %WELCOME RAMP BYSTS48 INC. ADA ACCESS RAMP PLATFORM r , s M J VIEWED FOR E . QC)M PLImcx ; Ott 5 2004 city Of• Tukwila Ir,;z t n l it DrJISION �r sibob � pz"' ?bc DATE: FILENAME: 1 -- 21 - 02 swawa BY JOB NUMBER: CG 02010 SHEET OF ._.5_ LEVELING FOOT TYPICAL PROFILE VIEW (WITH STANDARD RAIL) ccc ncTau •a- '� I .� � . .. i i I i 4. i . - r ,`. _ �• - � . .,. .._ „� .... T. _ .- � - ..�,. ....... .�, -. .. .. ..- J"n :•4, .�.... ,.� .. _ • � • ♦ ^.�...- ... ._ �.� - -... - s • � � .. ^. N .. H a y • .. �.. � •... � .t •' •y't11.a • r , � t , �► ,� � �. S • • ' �� • j J • ,,4 i . _ . • � • v . �. . - r ,`. _ �• - � . .,. .._ „� .... T. _ .- � - ..�,. ....... .�, -. .. .. ..- J"n :•4, .�.... ,.� .. _ • � • ♦ ^.�...- ... ._ �.� - -... - s � � � .. ^. N .. H a y • .. �.. � •... � .t •' •y't11.a • r , i i �► ,� • ,e. - - L a PLATFORM INSTALL BOLT WITH 1 MAIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2 0 x2 "x3116" RECEIVER TUBE 5" LONG (TYP.) 1.781" w 1 1 /27 Ix > 4" SO. TYP. DETAIL "A" LE FOOT SCALE. 3" =1' (3) 1/2"0 BOLTS EQUALLY SPACED TH R U 1/4"X7 STAIR , END ALUMINUM PLATE INTO PLATFORM. 318" BOLTS, TYP. Y PLATFORM p_gs 3.4, OR 5 TREADS PER STAIR. 12" ...'HEIGHT VARIES BOLT GAUGE BY OTHERS. , ` 11 R . .. ,N HANDRAIL CONNECTION, 16 GA. X 47- 15116" FLAT DETAIL D. +GALV. STEEL, TYP. i L 1/4"x 8` ALUM. ___ -- --- 4" LONG X 1- 314 "X1 -314 "X25" PLATE CARRIAGE 7" AL. ANGLE WITH (2) 318" TACK ' RISE SCREWS INTO POST. WELD - -- SEE DETAIL "J" - ---- " RIS►� . R HANDRAIL TO ANGLE ALL , LEVELING FOOT ,� AROUND. - SIDEVIEW STAIRWAY DETAIL 14p DETAIL "Er HANDHOLD r. r SCALE: 1/2 " =1' SCALE: 1/20=1' F _.. ... Z� P NKING RESTS r im PLANKING RESTS ON LA ON THICK STAIR TREAD TOP OF HORIZONTAL TUBE STIFFENER TOP OF DOUBLE ANGLE STAIR HAND RAIL DETAIL L4X2X3/16 SCALE: 112' =1' --- - - - -_ —_ — I I � .. — 1 " I M - 1 /4 2@6" F— d r — -- - t t I �I, I I I L . ,. 3/8"0 THROUGH BOLT EA. .r" ! I t • � i � � i sloE of COL. —_ vw (SEE SHEET 4 ) r- - - -� 1 I I I I 1 /4 HANDRAIL 1 __-- ��� _���� - -- I t I t i i ! 1 I I 1 t PROVIDE 6"L X 3 112 X5/16" TYPICAL 4" RECEIVER t 3/4" THREADED I �''� -- — — 1/4 I 1 SHIM PLATE FOR LEG ATTACHMENT t I 1 1/4 t Q I SEE DETAIL J AD JUSTMENT 1 � ; 114" 1 SPEEDRAIL I SECTION "K' SECTION "M" 1 4" HAND Z AN " TUBE CONNECTION FOR 7'-0" ONLY OPTION 2 DRAIL TIE AN GLE CONNECTION FOR T-0 ONLY OPTION 1 I i SCALE: 3 " =1' D TA I E L .. D" __r__ -__ � SCALE: 3 " -1' �- -� - -�- .. � I I w , HANDRAIL CONNECTION DETAIL "C" SCALE: 3" =1' i I ,�y 2 -3/8 "0 THROUGH BOLTS ANGLE BRACKET I I - - - - - (BOTH ENDS) --- - - - - -- I I - I TOP OF TUBE SECTION SCALE. 3" ; I 1/8" CLR TRACTION cv I ► y COPED TO FIT 1/4 TRACTION 1/4 TREAD - - -- T SHAPED EXTRUDED SECTION TREAD PLANK P LANK 1/4 i •r _ w 1 3/4' 1/4 _ 1/4 -' 1/4 i co N k8X3X0' -5/1 e fi , -- --- -- s[ L4X2X3/16 -r 1 3/4" ' 2* 1 /2" 3~ 1/20 t c Cf SECTION "E" " SECTION "L" TU� " ;* SUPPORT RAIL SECTION 1" IL "J" SECTION N" LEVELING FOOT ANGL CONNECTION FOR T -0 ONLY OPTION 1 S Ep TUBE CONNECTION FOR T-0" ONLY OPTION 2 PLATFORM SUPPORT RAIL ETA 2 2 2004 SCALE: 3" =1' SCALE: 3" =1' SCALE: 3" =1' SCALE: 3" =1' S LE: 3" =1' !Z p ERmiloo CENTER WELCOME RAMP SYSTEMS WC. 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' 3:1810w►b' ♦- z!tl4LJ%,'m%.9. r, FASTENER SGHEDULE MODEL ALAN LIST DE5167N OPT. r656RIPTiON DESKaN PLAN NODIIF GLASSRCOM W/ !21 RESTRDOMS MOM �' I 8 EA 3' -0" X 6' -" 54. PAINT GRADE / DE DOOR CONNECT 1 ON M L I N6 ' GENERAL NOTE-5 3- 60 JOIST TO SILL OR 61RDM TOENAUL 3 - � I. TW* PLAN 15 IN ACCORDANCE W TH WING 51-40 -2400 1 0950 APPENDIX • S. PARKER PRIVAC v LEVER LATCH (SRI SOLE PUTS TO JOIST Ok BLO�GKIN6, TYPICAL FAGS NAIL 16d 16" Ul• CAtAPTER 2q, TOILET FACILITIES MAY BE PROVIDED IN AN ADJACENT BUILDING, MARK QTY.; SOLE PLATE TO J015T OR BLOC.KINi6. AT SPACE WALL PANELS a 3 -16d PER Ib SEPARATE FACILITIES FOR EACH 6ENDER SHALL BE PROVIDED, 2. AL.L N51 FACILIT E5 SHALL BE BUIL IN AC,C.ORDANGE VITH 1M4-51-40 -1100 1^wfRE c OM TOP PLATE TO STUD, END NAIL � -Ibd CHAPTER II FLOOR PLAN SNT ID STUD TO SOLE PLATE 2 16d END NAIL 3 �,� L LANDI HANDRAILS TO BE SUPPLIED AND it�STALL.ED ON SITE 13Y OTHERS (1M..E55 OTHERYWSE SPEGIF�) SECTION 2D DOUBLE STUDS, FAGS NAIL ibd a 24" O.G. 4 PER BCD ALL BUILDINGS THAT RE ON ADJACB 4T FAOUT'IES FOR RFSTROOMS ELECTRICAL 9.0 ELEVATION 4D DOUBLE TOP PLATES TYPI F ACE NAIL Ibd • Ib OL. " SHALL HAVE AN NL�A. W/ EA. INSIC -A& AND A COPY P05TED IN A FOUNDATION 5D DOUBLE TOP PLATES, LAP SPLICE 6�-16d C.ONSIRICUOUrS LOCATION OF THE BUILD TRAILBQ FRAME 5.1 RIM JOIST TO TOP PLATE, TOENAIL 8d 0 b" G.G. ELECTRICAL - HALL MOUNTED DOOR <ImOB 8UN4''ENLS TOP PVITES, LAPS AND INTERSECTIONS. FACE NAIL 2-:6d I. BALDING SHALL 8E WRED IN - MG GABLE 7, SERV!GE E'VTRANC,E - BY OTH - CONCAVE PRO.F,,Oh SHAPE GOMf1N IOUs WADER, T`AO PIECES +6d • 16" O.G. ALONG EACH EW. NO II GA'1 BALANGINb TW SYSTEM (06EG 14121). CEILING JOIST TO PLATE, TOENAIL 3'8d ENERGY �E !BUILDING ENVELOPE CONTIN IOUr HEADER TO STUD, TOENAIL I. BUILDIN6 HEATED W/ HEAT PUMP, ELECTRIC RESISTANCE FEAT NOT ALLOPE'D. HD HOT: a_ : ►� 2. ALL WINDOV6 AND DOORS SHALL BE SEALED, GA JZD. &ASKETED, OR 040gl,ZONTAL V!N`rL 51L DE GEILINS „FOISTS, LAPS OVER PARTITIONS, FACE NAIIL ;_,c d " YCATHER 5TRIPDED TO MINIMIZE AIR LEAKAGE. (W5EC 1314.1) CEILING J015TS, TO PARALLEL RAFTERS FAGS NAIL 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF I PERM. I 8 EA 3' -0" X 6' -" 54. PAINT GRADE / DE DOOR DOOR 50M"OULE 103 ' RA TO PLATE, 70E'NAIL 3- 60 4. BUILDING ASSEM51LIES USED AS DUCTS OR PLENUMS SYIAL L BE SEALED, CAULKED H -I 2 All , k 10km HEA"7 5TR:P rN OR06RAM ABLE TSTAT. 30OW BTUH C. OL AG :0.00 SEER • S. PARKER PRIVAC v LEVER LATCH (SRI SWING: 103 - LH 3 -Sd AND GASKETFD TO LIMIT AIR LEAKAGE. MSEG 13143) MARK QTY.; DE5GR1, p-r ION GOMMENT5 BUILT-UP CORNER STUDS 16d • 24` OL. E1�GY CODE / MECHANICAL SYSTEM IOIA EA '•C "X6' -8" CURRIES 0 601 Ib 6A DOOR V EXTERIOR WOOD STRUC'URAL PANGS AND PARTICA-BOARD' `"LOOIZ ROOF AND WALL SHEATHING TO FRAMING 6d I. PRW- DE MICROPROCESSOR CONTROLLED T*WMOSTAT V47H N16HT SETBACK, 5 DEGREE DEADBAND MIN., SEVEN DIFFERENT DAY TYPES. MOUNT • 54'AF.F. MSEX RESTROOM - OC; ;UP!ED INDICATOR REQ. 18 6A KDHM -lAM9 I b "x 32' VIEM LITE AT 43' RO: 38'x 81 -1 11/2" AND LESS 8d OR 6d TO TOP OF C04TROLS MAX MW5EG 1412) 102A EFAULT U - 40 CAUL T PAN1 U=bO SLZ D G TRIM x908 " �'ANIG BAR =9300 SHN6: IOTA - RHR 102/1 - LHR 14/32' - 3/4' - 6 1 I 8d' IOd OR 8d' 2. THERMOSTAT SHALL BE RATED FOR EXTERIOR WALL INSTALLATION. 3. SEAL ALL TRANSVERSE DUCT JOINTS (W5EG 1414.1) • S. PARKER PA55A6E LEVER LATCH GRI 4ORTON 1500 GL Or 'T1i4C: b 1/16" FIBERBOARD SHEATHING IOSBU - HALL MOUNTED DOOR <ImOB 8UN4''ENLS 4.5UPPL'' AIR 9IFRIISER5 SHALL BE PROVIDED WITH MANUAL DAMPERS FOR ° 10 M STD k*A74R STRIPPIN6 I TWXJ; CONCAVE PRO.F,,Oh SHAPE 4 /2' NO II GA'1 BALANGINb TW SYSTEM (06EG 14121). I 8 EA 3' -0" X 6' -" 54. PAINT GRADE / DE DOOR RESTROOM 103 VG I ';ME LAMB RO: 31 -i / 4'x 81' H -I 2 All , k 10km HEA"7 5TR:P rN OR06RAM ABLE TSTAT. 30OW BTUH C. OL AG :0.00 SEER • S. PARKER PRIVAC v LEVER LATCH (SRI SWING: 103 - LH 104 HAMPTON &RAY - +rALL MOUNTED DOOR C BU? 104 - RH WHITE P,.AM CONCAVE PRO.FGION SHAPE THK: 4-1/7" SW I TCH IN/ LI KEL,EY MOORS BRUSHED (ROME - 26D AW :20 V 1 KFL,.E MOORE 1,250- N - 11 -2 5UM R 5A(-,; MSEX RESTROOM - OC; ;UP!ED INDICATOR REQ. ICED, -..cry MOORE 1028 1 EA '3. -0- X &' -8" S.G. PAINT GRADE DOOR Y+1/ -nwEY INTERIOR P -� KELL.E`! MOORE JAMB CORNER SMAR' `RTM KEL.. Y MOORE 1250 MOUNTAIN PEAK • S. PARKER PA55A6E LEVER LATCH GRI SWING: KH 150 MOUNTAIN PE,_AK DOOR! M1 NpC)Y'15MART TR,!A - HALL MOUNTED DOOR <ImOB 8UN4''ENLS THK: 1 72' ° 3 'A8 CONCAVE PRO.F,,Oh SHAPE MINI B. 405 ALABASTER BRUSHED CROM E - 260 ; INI NDOW 5Grm'E0ULE ZaT CZkTERF_, OVER ..AV Ab' X 34" PHILL.JPS x830 DUAL GLAZED HD HOT: A A 040gl,ZONTAL V!N`rL 51L DE w STO `EMP AND POMSS RE RELIEF VALVE . won MATCH EXT DOORS LCW E - CLEAR R.O: 41" X 40" j ;4' x !S' STA11Lf'" STEVE- 5AQ SIWC OV DELTA $2111 I PAUGET !ERG J= 3q SHOC = S7 "AX A:`H SOCKS, BIUG SCREENS i MINI BLINDS HVAG EQUIPMENT 5CHEOULE NO. lb GA' ROOF SHIN6L -5 MECH FASTENED PER MANE SPEC'S ' Gammon or aox nails mwI be used except ri+ere otherwise stated. 'Nails Spaced at Ib inches on center Ot edges. 12 hches at htowedlate support excceot b inche at ai 1 %%port ► here spans are 48' or more. For na Ina of rwOOd structural panel and OCUIeboord diaphrams and shear malls, refer to Section 231533 I ?315.4 Nails for ►gall om othtna may be canyon, box or cosina. ' Common or deformed shark ' Comm ' Deformed VOW. • Gorrosicn- resistant roofina naiis midi , /Ib- inch -di mUw (II m7) head and I I/2 ' enath for 7/1 -oom sneathho and 13 /4 -Wx)i length For 25/32" SF*Othno ccnfor"mca to the requirnrents of Section 23&3 ' Corrosion - resistant staples r�iiI 'A6- vxm- a4meter (II � crow and I t/8' 'esnc�th for 112 -fth vivot ft and ; V2-Wrh I r � For 25/32" she Olna confornha to tine reaunl eats of Section 23043. " Panel supports at lb" (20 !Au s) i strength axis is the long direction Of the panel, unless otherwise �naKea. Casina or fk*h nails s;xxon b inches on panel edges. 12 hares at 'ntermeaiate supports. DOLOR 56HEOUL 5URFAGE t-W.4"JIFACTOR COLOR CARPE'r "'LE 0ESGR 0 IGOMM.ENNT5 VG I OARD "*W I -AiO 2 .5 - ON ^ALL MOUNTF,.,)*' HAT PUMP GRV -5% H -I 2 All , k 10km HEA"7 5TR:P rN OR06RAM ABLE TSTAT. 30OW BTUH C. OL AG :0.00 SEER OUTSIDE AIR # rFR10R ►"IAc -5 26DOO 8n," i#A•IN6. 6.6 _#qpF HAMPTON &RAY FIBER RE:WORLED PLASTIC -3°S GFM HNC, SAD DR" CC I L - 240V I • ' MGA WHITE P,.AM 2 wrow SWl0 EX►+AV5- FAN 8C CF" `Id SW I TCH IN/ LI KEL,EY MOORS QW- N-11 -2 %''M�R SA(7: AW :20 V 1 KFL,.E MOORE 1,250- N - 11 -2 5UM R 5A(-,; PLUM81 NCG 5GH'EDULE ICED, -..cry MOORE MAR< QTy. . DE5G c F' I ON OMMEiv TS P -� KELL.E`! MOORE 00 'PLO '3'1 -160 HA�'GAP iNAT� GLOSSY CORNER SMAR' `RTM KEL.. Y MOORE 1250 MOUNTAIN PEAK ftrm STD SE A'. A5 OTiO TOILET PAPER HOLDER IGELLE" MOORE 150 MOUNTAIN PE,_AK DOOR! M1 NpC)Y'15MART TR,!A STV 36 "x 46' ►+G ORA13 9AR5 a 36' AFF 1250- MOUNTAIN PEAK ° 3 'A8 OW 6605 8 6W2 :AVATO;Zv AiTH MOEN • A6ab FA4E MINI B. 405 ALABASTER A95E k*' MOUNT Ar 34 AFF. STD 'O'x 34' %flRR0R ; ZaT CZkTERF_, OVER ..AV P _ 3 �N SINK LRATOR ,x 2 - &AI.. RATER '+E 1 w STO `EMP AND POMSS RE RELIEF VALVE . won P_ j ;4' x !S' STA11Lf'" STEVE- 5AQ SIWC OV DELTA $2111 I PAUGET I NO. lb GA' ROOF SHIN6L -5 MECH FASTENED PER MANE SPEC'S ' Gammon or aox nails mwI be used except ri+ere otherwise stated. 'Nails Spaced at Ib inches on center Ot edges. 12 hches at htowedlate support excceot b inche at ai 1 %%port ► here spans are 48' or more. For na Ina of rwOOd structural panel and OCUIeboord diaphrams and shear malls, refer to Section 231533 I ?315.4 Nails for ►gall om othtna may be canyon, box or cosina. ' Common or deformed shark ' Comm ' Deformed VOW. • Gorrosicn- resistant roofina naiis midi , /Ib- inch -di mUw (II m7) head and I I/2 ' enath for 7/1 -oom sneathho and 13 /4 -Wx)i length For 25/32" SF*Othno ccnfor"mca to the requirnrents of Section 23&3 ' Corrosion - resistant staples r�iiI 'A6- vxm- a4meter (II � crow and I t/8' 'esnc�th for 112 -fth vivot ft and ; V2-Wrh I r � For 25/32" she Olna confornha to tine reaunl eats of Section 23043. " Panel supports at lb" (20 !Au s) i strength axis is the long direction Of the panel, unless otherwise �naKea. Casina or fk*h nails s;xxon b inches on panel edges. 12 hares at 'ntermeaiate supports. DOLOR 56HEOUL 5URFAGE t-W.4"JIFACTOR COLOR CARPE'r "'LE LEES CARPET TILES BOXCAR - BARK VG I A-IZVSTRO% COOL MITE - 51844 4LOBER BASE RHOS FAIM1 # rFR10R ►"IAc -5 VINYL ?W.AP 15"m HAMPTON &RAY FIBER RE:WORLED PLASTIC W 5TV WHITE P,.AM YNiLSGN ART ORE" - 0381 - 60 ANTERIOR `RIM KEL,EY MOORS QW- N-11 -2 %''M�R SA(7: INTERIOR DOORS KFL,.E MOORE 1,250- N - 11 -2 5UM R 5A(-,; KWOn - RFA`MENT ICED, -..cry MOORE U50- N-11 -2 SU"IE'R SA &F EXTER 70M ICE:;.* MOORE 015 CASCADE BE!GE SIDIN6 KELL.E`! MOORE 1750 KM - 219 CASCADE 8E15E CORNER SMAR' `RTM KEL.. Y MOORE 1250 MOUNTAIN PEAK FA5G,A 5MART TRIM IGELLE" MOORE 150 MOUNTAIN PE,_AK DOOR! M1 NpC)Y'15MART TR,!A ICE;- L.---`' MOORE 1250- MOUNTAIN PEAK ROOF :% 3 'A8 BLACK MINI B. 405 ALABASTER WITLEY EVER.6 EN INGO 142!q 5M0KE� PORT BL.VO. ` LLE, OVA 0 8271 `60) 653 - - 7 0 0 '360) 650 - 5 FAX 5. DUCTS SHALL BE SEALED IN ACCORDANCE HITH SMAC Ai, METAL. DUCT AND FLEXIBLE GOWRUGTION STANDARDS 1ST ADDITION MSEC R5-16) ELECTRICAL / LIGHTING I. LIGHTING CONTROLS 5HALL BE PROVIDE FOR EACH SEPARATE AREA, READILY ACGE551BLE AT THE POINT OF ENTRY/EXIT. CONTROLS 94ALL BE CAPABLE OF TURMN& OFF ALL LIGHTS WITHIN THE SPACE M5EC 1513.1) 2. MAXIMUM LIGHTING POHR THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 20 AMPERE CIRCUIT LOADED TO 80%. CAPACITY (ASEG 15132) 3. ALL L16HTS WITHIN DAY L16HTED ZONES SHALL BE PROVI PITH INDEPENDENT CC'NITROLS SEPARATE FROM THE GENERAL LI6 ITIN& (W5EC 15133) 4. EX ERJOR L16HTS SHALL BE CONTROLLED BY A PHOTOCELL OeEG 15135) I. ALL PL" ING TO BE IN ACCORDANCE WITH THE AMENDED 2000 ;UNIFORM PLUMBING CODE I THE 14g1 05PSG 2. LAVATORY SHALL BE EGMUIPPED A/ OUTLET DEVICE TO LIMIT FLOW OF .HOT WATER TO MAX, 05 GPM. 3. LAVATORY SHALL BE EQUIPPED YW DEVICE TO LIMIT WATER TEW TO MAX. 110' F. 4. ALL DRA PIPE TO BE ABS SCHEDULE 40. 5. ALL WATER PIPE TO BE TYPE COPPER TUBING b. IWAA - ATE -40T I GOLD PIPES. 1. HOT MATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE COVERED, THEE SHALL BE NO SHARP OR ABRASIVE SURFACES PER 0556 1104.10.4 6. RESTROOM FLOORS SHALL HAVE A SMOOTH NONABSORBENT SURFACE PER O55C 607.1.1. RESTROOM WALLS WITHIN 2ft OF FRONT AND SIDES OF WATER GL05ETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE PER 0556 1104.1.2 STRUCTURAL I. HEADERS 51-ALL BE (3) 2Xb HFx2 r'V Is FILLER 2. ALL OPT!04,5 SHALL 6 tAVE C3) STUDS AT EACH SIDE OF WHOOPS AND pOMS (2) KING 57Z AND (1) TRIMMER 3. Mlh LAP 5PLLE OF TOP PLATE 4' W/ MIN. (26) 16d SIP W%,, �R COLUMN NOTES: I 1..X i EWOR M L SOLIIr NS.* -, RIMMERS MAN % INDEX NO. TITLE (2) 2Xb W/ DOUBLE 2X6 KING EA. MOD. MAIL TRIMS I KING CAASFROO M BUILDING AREA: ` ITIb Sq Ft 4 OF OCCAPAN75: TOGS : HER W/ 1bd a 6" O.G. NAIL LVL TO ICINGS W4 - 16d STRAP LV _ TO TRIMMERS I TRIMMERS TO RIM by 5T - EACH MOD. DA COVER SI$T/NOTES/OPnONlS LIST 10 FLOOR PLAN - MODEL 1 < > 2 INTERIOR GOUPNM' 2.0 BALDING SECTION. DETAILS 51"". T AT INTERICR COI: S ON 4M H.F. 02 COLUMNS EA. MOD. 5-:/2 3.0 ELEGTRIGALMCH PLAN - MODEL I DIMEN51ON PARALLEL TO LVLS). 40 EXTERIOR ELEVATION5 - MODEL I BUILD UP SOUMINS W/ 2 - 2Xb STUDS ATTAGIED TO THE 4xb 5.0 FOUNDATION PLAN C7P'Di'J51 "E *HE MARRIAGE TINE. 5.1 FOUWATION DETAILS 6L'JE W OL - OR EQUAL; AND NAIL EA. 2x6 LAMINATION W/ I ROY45 5.2 53 TRAILER FRAME PUAN TRAILER FRAME DETAILS I6d a 12' O.G. STA66ERED. S TRAF L VL 5 TO COLIJMNS AND GOLUN'I 6 TO RIM YV 5T22 EA. MOD A TTA( H 2X KNEE BRACE FROM LVL TO NEAREST RAFTER AT INTERIOR bLFvoR ,;pL GE CAPITAL m� 28' -0'x 64' -0' CLASSROOM 00VER SHEET/NOTES /OPT. LIST SHEET TITLE 7!S DR/1YIINv � " WT 9E REaRCOUG ICI oft r4 YRI T IN C045er OF O"TLEY FVER6Qft 1 III, SM OW2- 130 - 131-AFB STD PLM WD. COSTONER OVAL. A F' WVAL DATE vA TE: 11/51 2 owirrl er: �JM FILE �G106 -O-0 ••s CODE ANALYSIS TNIS STRUiLTURE ME!ET5 CONSTRUCTION REQUIREMENTS WAC 2q6 -15OF &W) I44b OSISC 1 2000 INTERNATIONAL BUILDING CODE. THIS PLAN 15 SUB"TTED TO h1l &IIINGTON STATE DEPT Lt l FOR APPROVAL FOR WA. AND OREGON UNDER REGFROr<,ITY A6RW FOR GOLD AND GOLD i*&MAS THIS PLAN IS 9 "TTED FOR APPROVAL TO IDAHO FOR APPROVAL FOR GOLD IN51 MA5 BUILDING TYPE: VN NB) OC.GUPANCY GROUP: EI BUILDING USE: CAASFROO M BUILDING AREA: ` ITIb Sq Ft 4 OF OCCAPAN75: 1" W7 UBC SEISMIC ZONE: 3 ql UBC SOIL BEARING CAPACITY: 1500 PSF 2000 IBC: DESIGN CATEGORY 'D" SI TE USE GROUP 9 1* VB16N LOADS: ROOF LIVE: -40 psf WIND LOAD: 80 nph EXPOSURE: 'G' MD ALT WIND LOAD: 40 mph BCD ALT EXP05LRE: Tr FLOOR LIVE GLA55ROOM: 40 psf 1000 POUND CONCENTRATED FLOOR LOAD ON 30" SO NOTES: I. THIS BALDING MEETS OR EXCEEDS THE A80YE REQUIREMENTS BY THE NBC OPTION AND THE 05% PRFSRIPTNE PATH AND THE IDAHO ENERGY CODE - 2. PROP05ED &LAZING S6 OF 6Y1A : - ZS MAX 3 . Sm sco wOdte )iQ_ BAIL SEC TIePN FOR ACTUAL INSTALLED VALUE ooE APV� Oc t 15 2D04 ,r � cnv 0 Tu f kvq a WS1110N ItI VS lula sit 64' —Oo � Q i H 2 CD N A P- A ' l X04 4.1 B r i_157=7 2x4 MALL • E TERJOR .�- OF RESTROOMS LLA 103 104 8 I 2 • KV IOI 102 _F D ATTIC DRAFT STOP 1n• SOLND BOARD 'R� N G• �pMP 2x b ALL w 147 XUND e0AARD CpD AT EACH SIDE OF WALL INVAL R -II BAT'T5 A p 1/2' VC BOTH 51 DES OF WALL 0� o� 15 20 a A. A IOZA OA m — 1 'n I : '0 OR ..�� 64'-O= •~ SH-1 FLOOR PLAN ROOM FI N15H 5GHEDULE I NORTI� EAST I ITT S�M71 GE , L IVG FLOOR �" DESGRJPTION AkL i OWL' fAL + I MAT I MAT' MAT; MAT; MATT HE16HT I MATE IWALLM iOI f CLASSROOM VMB ' VM i VM i VWB I ACT '8' - VC' 4'RBIFACTORY COs 'CLASSROOM : VMB I Vy 1 vpe i VHB i AC' 8' - O VGT 4"RB I FACTORY 03 RESTROOM VMe VMB VihB I VMB ' ACT 18' - 0 .. VGT 'RB IFACTORY OA RFSTRZOM VM I VM VM i 040 I ,�G- $'- Q "1VGT!bR8 FACTORY FLOORS Scale: 3116' VGT - VINYL GoOt-�SITION T ILE (Sr+ +P LOOSE CARPET TILES) TE5 4 RB - 4= RIBBER BA5E 6R8 - be RUBBER 5A5E VM - V2 V'NYL COVERED G`!P%M WALL BOARD (l - W HIGH FIBER&LAS'S R.EiNFORGED PLASTIC, Ar TOILET II 1 ACT - 5U5PE4DED A 0J T CAL CEIL446 TILE. 2'x 4'x 1 5/6' I LAY -IN (INSTALL PER :JBC ,25 -2) P �+i� Ev�ex I W*moo 0 1 - 5MOKEY POINT BLVD. MARY5VI LLE, hA q82 (360) 653 - 51g0 (360) 65q -7-35 FAX. I GE CAPITAL ewe 28' -0'x 64' -0' CLASSROOM FI-OOR PLAN -MODEL Y4E* nilp r4S 4"ROMM KTIW THE MTTEN GONW OF WTL,F`! EVER6gM III � H -1 h fV 4 I O O I s h I Z a t1/ .. � skeip T cf vr tA DLI -ass OATE. 1118/02 Ftf: 36M -I-'0 3606 im NO. 1.0 SHT OES16N PLAN - MODEL I _ . _ . . . . . w— . — • % • . A — . • \ .!o % . .. 1. '. . r . _ . • . . • . i -... . . �%* , :V • ♦ t , Y * _ ,I. 2 . — =-; - I., . ` .V.;..1 1 . . 5 -16. 46' OL. 2x2x Iq' BLOCKIN6 TYP 2x4 LEDGER FULL LEyGTH W/ (2) Ibd NAILS • 6 O.G. 112" DIAx 1 1/2 LON& MACHINE BOLT • 46" O.G. 2X4 KNEE BRACE AT INTERIOR , COL". NAIL W/ (4) 16d EA. END 1 -1/2" x 24' HS LVL (2-OE) BEAM (2) EA. MOD. F ACE NAIL LVL TO RAFTER W/ (4) 16d EACH A RIDGE DETAIL '- ccue: 3/4" O INT. WALL LY - 47" VINYL I"RAPPE12 GM WWL MAPPED BL►TTEN5 • PANEL SEEMS AND CORNERS - 2 X 4 OR 2 X 6 H.F. STUDS 16' O.C. W/ DOLSLE TOP 1 SINGLE BOTTOM PLATE (SEE PLAN! - R - UN-FACED BATTS AT INTERIOR AND RESTkOOM WALLS - 1/2' VINYL. WRAPPED Grp hY VINYL BATTEN, • PANEL SEEIM5 AND CORNERS - 4'-0' HIGH FRP WAINSC,OTT AT WATER CLOSET 2X10 HF*2 RIM JOIST W/ 1- 112' - x 5" BU6 5CRM VENT NO TCH GEWERED EACH BAY. FACE NAIL TO RAFTER A++1/ (4) Ibd NAIL5 Ix6 SMART TRIM FASCIA OVER 2x4x 16' LONG BLOCKING CZNTB; ED ON RAFTER TAIL ::)GE NAIL SIDING ON RIM PER SHEAR WALL REQUIREMENTS rQENAIL RIM TO TOP PLATE W/ Ibd kT b• O.G. ROOF /WALL CONNECTION DETAIL xale 3/4' = 1'-0" A f 12 2 R00FXEILIN6 Y - 3- TAB ASPHAULT SHINGLE OVER (2j LAYERS 15 FELT CLASS A - 15/32" 058 94 ATHINS (SHEAR PLY) - 2 x IO HF RAFTERS • 16" O.G. TYP. SINGLE RIM JOIST - R -Iq FIBIER&A.% iNSULATION W/ I PERM MAX. VAPOR BARRIER - 51,1 UPENDED 2'x W AGOMTICAL CEILING GRAD (PER LSG STD 25-2) Q A TTACH L3x2x 3/16' X b' LONG ANGLE CL;P --� TO DOJE3L.E RIW5 AT M/L AT 6' -0' O.G. t +2" FROH °WD` OF BUILDING OV (2) 3/D" DIAx 3' L6 L A66 P055 LION i=ce ►W MA. BOLT ANGLE 'RCN .',LIPS OGEjt:R ACRO95 M& W (I) 5fbo DIA BOLT EACH CLIP LZ26 HANG :.ACH END OF EACH JOIST TYP EXT. WALLS AinLY - 112" VINYL YOWPIE GM YV VINYL - I PERM VAPOR BARRIER VINYL BATTENS • PANEL SEAPIS AND CORNERS - 2 X 6 STUD GRADE STUDS 16" OL. W/ SINGLE BOTTOM DOUBLE TOP PLATE. 4' -0" MIN. LAP JOINTS • R -15 F18t3tbL % IWA)L ATION BATTS IA6 LP 9ORT PAS. SIDING. GROOVES 6' OL. - TAR PAPER W/2x2 FLASHN6 AT C01R ERS FLOOR A155E�I8LY VCT/5V 5ff ROOM FINISH SCHEDULE - 3/4• TIG PLYHOOD %E FLOOR. EXT. GRAVE FOR VAPOR BARRIER MAX I PERM - 2x8 H.F. 02 FLOOR JOIST • I b OL. (TRANSVERSE) DOUBLE RIM JOIST - R -Iq 1WR LAT10N FIBER6L.A55 IPl ALATION BATT5 U )V POLYGORD AT 24 OL. - MOBILE FLEX BOTTOM CLOSURE BLOCKING BETY$N J015T5 OVER CANTILEVER 9JPORT5 NOR 6' EA. ENO OR • EVERY OTHER JOIST BAY /'SEE NAILIN& SGIEDILEJ 6 MIL. BLACK POLYETHYLE=NE OVERLAPPED 12' ON 6ROUND v F — g o o ", 4�14m,� J r- �r 1 ?zoo ow-go— \—As Tpjm W Ll • oVEIAN� FOR A TTA 14 ourEa RUM T M , 1ANCE JOIST N 3 R'OHS IOd 4 • 24' D.G. ATTACH .;GIST TO 2X8 RIM OV 3 - Ibd EA. JOIST 1 zO� SKIRTING INSTALLED O AT SITE. HOT BY APITLEY BUILDING SECTION /,ale: 1/2" - II i VENTED 1000 GAP INSTALLED AT SITE 3' AHt GAP IN PLYMbOD FOR VENTILATION 6d • b' OL. ROOF 5HT6 TO BLOCKING H4111EY EVER6"EN lWm000 14210 5MOKEY POINT BLVD Y, ARY5VI LLE, hA. 5271 (360) 653 -51 ;360 6501 -735 FAX GE CAPITAL �e� 28' -0'x 64 CLASSROOM BUILDING SECTION - DETAILS WET TITLE 1 PRA0*16 (,PWT If riiEloRODU o "T> W THE rRITTEN C Wff Of p"TLEy "WAW I ING S^ 0802 - 130 - 131 -A/B STD PLAN 0. WON" �I�ovAL: ANAL DATE DATE: 1118102 FLf 3606 -2-0 I City , UI �JGr4ISION J. .: . 1 co: �T Y F — g o o ", 4�14m,� J r- �r 1 ?zoo ow-go— \—As Tpjm W Ll • oVEIAN� FOR A TTA 14 ourEa RUM T M , 1ANCE JOIST N 3 R'OHS IOd 4 • 24' D.G. ATTACH .;GIST TO 2X8 RIM OV 3 - Ibd EA. JOIST 1 zO� SKIRTING INSTALLED O AT SITE. HOT BY APITLEY BUILDING SECTION /,ale: 1/2" - II i VENTED 1000 GAP INSTALLED AT SITE 3' AHt GAP IN PLYMbOD FOR VENTILATION 6d • b' OL. ROOF 5HT6 TO BLOCKING H4111EY EVER6"EN lWm000 14210 5MOKEY POINT BLVD Y, ARY5VI LLE, hA. 5271 (360) 653 -51 ;360 6501 -735 FAX GE CAPITAL �e� 28' -0'x 64 CLASSROOM BUILDING SECTION - DETAILS WET TITLE 1 PRA0*16 (,PWT If riiEloRODU o "T> W THE rRITTEN C Wff Of p"TLEy "WAW I ING S^ 0802 - 130 - 131 -A/B STD PLAN 0. WON" �I�ovAL: ANAL DATE DATE: 1118102 FLf 3606 -2-0 I City , UI �JGr4ISION J. .: . 1 co: �T Y ......... .- .- - - •._... ..0. --0 •.....1•. ,.% ..n J-.- . &I..i '1 ." • !`it. ♦''-" 2.4 r i { { � dJg w L16HTlN6\P0VqER\MEC/H PLAN _RE� A 510 fjo 0. .woww jcjotd HHITLEY EVE%mF.F.N IW.,o, 1421 5MOKEY POINT BLVD. MAR"T`W PIA 88271 (360) 653 -5 !360) 65q - 1735 FAX C7E CAPITAL ae� 28' -0'x 64' -0' CLASSROOM L IGHTING/PONER/P1EGH PLAN TM OR/I M (, MipT It REPROD= 1'MrpW r* YOTTEN C06M OF "#TLEY MR6Rn IW oAT. 11/1 Ftf. -3-Q P A SEP p ? ?qDf low ss FPO= 3.0 94T I OF - �.•'� i -'wIN �r�'FAtr• f+��wr•� - -. �•. w.�r+�.w. +r►�6• w.+�►wAM�Y••..w► +.w.. /, . � . .. . MOW, .� -�► ��.�sssy'MiR"*�- �.•��lwM ��o�w�.RlwiM��•**i1wrM *7n�.� + nw•�+1�+M+e•: �r.Art'wh •'r.�www•r.rw.•� „+w sr�rw - +71M>.s M1wN.w.Fr►w- wrw.wM�.� i i t i i i � dJg w L16HTlN6\P0VqER\MEC/H PLAN _RE� A 510 fjo 0. .woww jcjotd HHITLEY EVE%mF.F.N IW.,o, 1421 5MOKEY POINT BLVD. MAR"T`W PIA 88271 (360) 653 -5 !360) 65q - 1735 FAX C7E CAPITAL ae� 28' -0'x 64' -0' CLASSROOM L IGHTING/PONER/P1EGH PLAN TM OR/I M (, MipT It REPROD= 1'MrpW r* YOTTEN C06M OF "#TLEY MR6Rn IW oAT. 11/1 Ftf. -3-Q P A SEP p ? ?qDf low ss FPO= 3.0 94T I OF - �.•'� i -'wIN �r�'FAtr• f+��wr•� - -. �•. w.�r+�.w. +r►�6• w.+�►wAM�Y••..w► +.w.. /, . � . .. . MOW, .� -�► ��.�sssy'MiR"*�- �.•��lwM ��o�w�.RlwiM��•**i1wrM *7n�.� + nw•�+1�+M+e•: �r.Art'wh •'r.�www•r.rw.•� „+w sr�rw - +71M>.s M1wN.w.Fr►w- wrw.wM�.� SHOEMAKER 104PO 24'x 24" SLFPLY AIR DIFPJSER W/ BALANCIN& DAMPER AND NO LABOR COLLAR p "• 6 FLEX DUCT r FIBER&LAI DUST BOARD SaUPPLY AIR - 26 "x a"! Dx 10' - Ib'X15 "x rs' RFTTJO4 AIR - THRU PLENA KALL GRILLS W t4'x 8' • 6 -Ii40 AFF ML. FM, SM EGUIPMEHT SCHM&E r-A �7; HEAT Pip SEE EWIFI -*W SCHEDULE FOR TYPE / SPECS ONE LINE DIAGRAM ELECTRICAL SYMBOLS F2 2'X 4' 5TATIC TRp WITH PR15MATIC LENS, (2) Ti LATE AND 0) MA6NETIG ENERISY EFFICENT BALLAST (be VA) OEKW LOAD EXTERIOR LUMINAIRE FIXTURE W/PHOTOGELL M1DP (" FLUORESC ENT 1,710.00 SF 4 PA55I VE INFRARED OGCA'ANG`I' SENS!°R 1.25 • SINGLE POLE S"TCH LEVITONG 1451 -2A LIGHTI AITH N41TE G4VER PLATE S 3-VAAY SWITCH, LEVITON* 1453 -2A 12012AOV A TH WH ITE COVER PLATE Q 4' G ARE BACK BOX WITH SINGLE 6AN6 MAID RIW7 AND 2,700.00 VA 1/2 CO CULT W/ PULL TO ABOVE 51J.�PENDO CEILING FOR PHONE T 4' SQARE BACK BOX NTH SIN6L.E 6AN6 MID RIN6 AND 1.25 • 3 /4" CONDUIT IV PULL TO A VE 51,15PENDE CE ILIN6 FOR DATA +t}• SI NGLE 20 AMPERE RECEPTACLE FOR WATER HEATER 2,520.00 VA DUPLEX RECEP. +15 AF.F. NNLE% NOTED) 2,520.00 LEVITONS GR20 -W WITH HHTE COVER PLATE �WPGFI GF l RECEPTACLE (L.EVITON• bMq -I) 1.25 WITH CLEAR HEATHER PROOF IN USE COVER - 018' A.F.F. UNL.E55 NOTED OTHERN5E �- 12 0/240 VOLT 51 NbLE PHASE 200 AMPERE 5,232.00 MAIN BREAKER EXTERIOR PANEL. GE• TM 02ORLU SPACE HEA +ING HVAG 5 L5 O T l DAY PR06RAMABLE rrU&"TAT WITH 5 JE6REE DEAD BAND, (2) 8 3/0 " NHN THM CU (1) 81/0 THHN tHINN CU KITH N&q SET BACA tT1AJlrT • 46' AFFJ SHOEMAKER 104PO 24'x 24" SLFPLY AIR DIFPJSER W/ BALANCIN& DAMPER AND NO LABOR COLLAR p "• 6 FLEX DUCT r FIBER&LAI DUST BOARD SaUPPLY AIR - 26 "x a"! Dx 10' - Ib'X15 "x rs' RFTTJO4 AIR - THRU PLENA KALL GRILLS W t4'x 8' • 6 -Ii40 AFF ML. FM, SM EGUIPMEHT SCHM&E r-A �7; HEAT Pip SEE EWIFI -*W SCHEDULE FOR TYPE / SPECS ONE LINE DIAGRAM LOADS IAA I N PANEL ELECTRICAL LOAD VA OR SF CODE CALCULATIONS FACTOR OEKW LOAD UHV 50— FEED M1DP NEC LIGHTING. 1,710.00 SF 4 3.50 VA /SF 1.25 • -1N) LIGHTI • Vf ArpeR °'ROOF HORN STROBE * 60" AF.F GENERAL RECEPTACLES (5) TO CENTER (ROJ60+-+I+l) 12012AOV INTERIOR 2,160.00 VA 1.25 8 2,700.00 VA 200 AMP EXTERIOR 80.00 VA 1.25 • 100.00 VA 51N6LE PHASE RECEPTS: THRU 10,000 2,520.00 VA 1.00 2,520.00 MAIN BREAKER MOTORS LARGEST 3, 096-00 1.25 3,870.00 - REMAINING 5,232.00 1.00 5,232.00 E.m. , r. oIITH SPACE HEA +ING 20,000-00 1.00 20,000.00 (2) 8 3/0 " NHN THM CU (1) 81/0 THHN tHINN CU APPLIANCES 000.00 500.00 1.00 1,500-00 (1) 44 cu GROUND m isc. 3 , T00.00 1.00 3,700.00 TOTALS 38,288.00 VA 39,622.00 VA CONNECTED LOAD DEMAND LOAD 44 W GND TO 120/24OV, I PHASE 159.53 AIDS 165.09 AIDS GOLD WATER P.O.G INSEC LTG BUDGET : FIRE ALARM SYMBOLS � YY EVERC-AREEN I NG 0 142Iq 5MOKFY POINT BLVD. MARYSVI LLE, HA ?8271 (3(b 0) b53 -57 (360) 65u- -1735 FAX CODE NCE Apr�tA�I�D OCT 15 ?004 N Of T � '- BUI )ING DIWSI BUILDING AREA: 1,710.00 SF Q 1.35 VA /SF 2, 308.50 INTERI PERIMETER: 183.33 LF 0 7.50 VA /LF 1,374.98 EXTERI PANEL SCHEDULE PANEL NC. PANEL LOCATION: 120/240 VOLTS ` 1 PHASE 3 WIRE P1 EXTF-RIOR MOD A 200 AMPS WITH MAIN BREAKER CIRI DESCRIPTION LOAD A MPS S CIR IPS LOAD DESCRIPTION 1 HEAT PUMP 13984 80 80 13984 HEAT PUMP 2 3 PAINT ALL ALARM ROU6H IN BOXES SUBSTANTIALY RED INSIDE AND OUT 20 'FIRE ALARM ANTERGOM EGtiJIPMENT: Lr ; • FIRE ALARM PULL BOX • 46' A.F.F. MOU60-11V E ic • HORN STROBE • 60' A.F.F. TO CENTER 7 -1N) Kp. F-+ • Vf ArpeR °'ROOF HORN STROBE * 60" AF.F GENERAL RECEPTACLES (5) TO CENTER (ROJ60+-+I+l) V • SW KE DETECTOR • GEILIN& ( 1-IWU 20 S7ROVE .1500 A.F F. rO Lai GENTEEL rRa�6+'+ -n� p H • FEAT MTEt • CEILING (RC- 6H -IN) � YY EVERC-AREEN I NG 0 142Iq 5MOKFY POINT BLVD. MARYSVI LLE, HA ?8271 (3(b 0) b53 -57 (360) 65u- -1735 FAX CODE NCE Apr�tA�I�D OCT 15 ?004 N Of T � '- BUI )ING DIWSI BUILDING AREA: 1,710.00 SF Q 1.35 VA /SF 2, 308.50 INTERI PERIMETER: 183.33 LF 0 7.50 VA /LF 1,374.98 EXTERI PANEL SCHEDULE PANEL NC. PANEL LOCATION: 120/240 VOLTS ` 1 PHASE 3 WIRE P1 EXTF-RIOR MOD A 200 AMPS WITH MAIN BREAKER CIRI DESCRIPTION LOAD A MPS S CIR IPS LOAD DESCRIPTION 1 HEAT PUMP 13984 80 80 13984 HEAT PUMP 2 3 4 20 5 GENERAL RECEPTACLES (5) 900 20 1512 7 WATER HEATER ; 1500 , 20 GENERAL RECEPTACLES (5) 9 HEAT TRACE 1500 20 112 11 COMPUTERS (2) 1000 20 13 SPACE 16 15 18 17 19 CONNECTED LOAD: _ CW VOLTAMP TCA ,AMPS GE CAPITAL � 28' -0'x 64' -0' CLA55ROOM LlGHTING/PONER/P1EGH PLAN WET TITLE-MODEL I TIft DRWrb GMNOT Of REFRMGm wTMOI,T T1# MTTE1t1 CONSENT OF WTLEY EVER6RM IW DEMAND LOAD: T j W _ VOLTAMP T DA AMPS yak O 2- 130 - 131 —AB STD PLIW I� UbTO" JIFMWAL: #PMWAL DATE DATE: IIA I/02 FAf. .11115m SfP � %4 L4 � 31506 . NO: 3.1 SM T QF 4m s4l; 4 20 1088 LIGHTS, INTER./EXTER. 6 20 1512 LIGHTS, INTER. /FANS 1 8 20 900 GENERAL RECEPTACLES (5) 110 20 1200 SIGN 112 20 720 GENERAL RECEPTACLES (4) ' 14 SPACE 16 18 20 DEMAND LOAD: T j W _ VOLTAMP T DA AMPS yak O 2- 130 - 131 —AB STD PLIW I� UbTO" JIFMWAL: #PMWAL DATE DATE: IIA I/02 FAf. .11115m SfP � %4 L4 � 31506 . NO: 3.1 SM T QF 4m s4l; .. .... ...��. •. - .�I •. •.1�• • '� �: �. +Z.. �.1�� � - �i .�� .�1 a •. RESTROO EXHAUST - DE5i6N PLAN -MODEL ! TRIGAL PANEL HART TRIM DOM5, CORNERS LP SMART PALL 51DIN6 #V GROOVES b O.G. ix4� ___. .,... ISMD - S*Z 5T -18 STRAPS 0 48 O.C. f VENTED RID6E GAP I145TALLED • SITE ROOF DIAPFfZAM NAILING: We PLY APA s4 /0 S*ATHI R -!: bd GO1N NAluc • b" O.G. EDC�Ei AND 12' Cr,. FIELD ATTACH RAFTERS AND RIM TO DBL TOP PLATE WITH MIN. CODE NAILING AND LAp SWAR PLY TO RIM. ED6E NAIL ROOF PLY TO RIM. FLOOR JIAPHRAM NA ILING: 5/9' RANI PLY APA 32/16 5HEATH GLUE AND NAIL W/ 1 0d OR 8d RING SHAW • 6' OL. EDGES, t 12 O,G. IN FIELD 5 EAR KALL NOTES: ALL SWEAR PL.r TO BE MIN. l/16* PLY OR 058, °5! OR P5,2 6f OR SPF 5TUD5 • 1 6' OLJ NAIL BOTTOM PLATE r0 FLOOR AND RIM J015T W i6d • b' O.C. U1d,0. LAP EXT RioR 5HEAR PLY TO FLOOR RtM'5 AND E06E NAIL OR STAPL! FICR S*M YrAi... SCHEDULE, SW- NAIL M end FA ILS • b' 0.0. ED.#e g IT OL. FIELD. OPT L,%. STAPLE W i66A X TA6' Ot000 I X I -j07 STAPLES • b' OL. EDGES AND 12' OZ, FIELD. SH- 1 KAiL W 8d NAILS • I' OL. EDGES t 12' O.G. FIELD OPTION. STAPLE iw 166A X 7A6' GROMN x I -V 2 STAPLES • A' OL. EDGES A ND '2' O-G. FIELD. SOL_ COUBL RIM TO EA. OjTgl66ER K ? /D' DLA. GARRIA6E BOLT'S. a �� Ivel I�el I� I��I I�el Ioel ��I� ' •II�I�6�'JG� LEFT m RECESSED HEATHER PROOF J-BOX W/ FLUSH GONER PLATE FOR FUTURE 516N LITE AT EACH DOOR 'STEP FLASHINI6 REVIEWED 'FOR CODE COMPLIANCE 15 Z004 City Of *T 6UILDING 4M5 ■ iilGiiliiii R*HT SW-I EXTERIOR ELEVATIONS &ois.. 3l16' at i•-O' MODEL i 6 Z H41 Imo. 11421q 5MOK'vrl' POINT BLVD. MARY5VILLE, KA Q8211 (560) 653 -57g0 (360) 65q -7735 FAX GE CAPITAL .m wt 28' -O "x 64'-0" CLA55ROOM EXTERIOR ELEVATIONS WET TITLE q+ft oRArF6 uuuor ee REPaooirtn wean THE rwrTEW caW of r"ner tvFRVeN ANC. C"); - t c. Op SEP ? ? ?0 - � pF Of �A VENTING rlLWRED: r 2e1 x 64' 2 n4 sa Fc —2 F & 5.41 sq Ft X 144 = 864" Sq h VENTING PROVIDED (%) !5'x I' = 480 sq In AT RIM JOIST f%) 5'x I" = 480 sq In AT RIDGE NV RIDGE YM VEN !.&C PER RAFTER BAY LA 1/1' X = 2436 5a 114. = 6.12 sq h VENT NOTCHES PROVIDE? 5' X I' X 2 NOT PER JOI = 10 sq. In. NEW if ,. & oAIE: 11/8 /02 SEEN MAO fff: FU: 360"..oO )o Li 7 -A! - - -- -*Wmdr -ok—.- .. FRONT 5W -� - • .. .L • \ ._n`.'�... r4• .•... \`•..�•♦ �` ~ .w I• ,~• i'�!• .'�A.•� �.����,���' • .,U. .•'•\•`*�!• �',`' +•• •• ' i • I) w 1 i 1f � f t REVIEWED FOR CODE COMPt1ANCE APPRO, ul" Oa 15 2004 r=r� RESTRDOM �EVATION mow, �• , b izi _ r � RESTROOM ELEVATION sor, 3m• , ro T VTR 0 WATE SUPPLY ws PLUMBING 150METRIC NTS n) [HHITLEY EVERbREEN i 1421q 5MOKEY POINT BLVD. MARY5VI WA g82 (360) 653 -51g0 (360) 65q -1135 FAX. -1/,' L.A (I 2• G.O. City Of Tukwila BUILDING DIVISION PRAINMA5TE NTS GE CAPITAL " "*.* 28' -O "x 64'-O" GLA55ROOM PLUMBING PLAN sftT Tir ANTERIOR ELEVATIONS n«s oaw% c~ M W+vM= ►n►an nE rtorT4 cam OF »« e W,. 1V (1) " G.O. t• aV (1) q 2• G.O. o►�r« ar: d,�t Fes: 960".4 � C ! Sfp . o �i'�kiG 4? pF 4f/r ' . A - "rte 1wVfI I%n I GTC rTr^ 1 CK W STD. PRE 4 5 4 -ARE AND TEMP RELIEF VAL PIPE TO EXTERIOR OF BLDG FIXTRE UNIT GALLS 4 , W MAX MVELOPED LENGTH QTy• 2 MA + ER SUPPLY i DE5CRIPTION EACH TOTAL I nATER CLOSET 0 .6 TANK; 25 5.0 QTY. 2 DRAIN/K%TE/VENT DESCRIPTION EACH MN►TER CLOSET (ib TAB 23 TOTAL 5.0 2 jLAVATORY 1 2 2 LAVATORY 1 2 1 ISAR SINK 1 2 2 W SING I 2 U5E 314' METER -3/4' OLD6 5vmm.Y TOTAL 4 0 UM 3' MAIN TOTAL 4.0 [HHITLEY EVERbREEN i 1421q 5MOKEY POINT BLVD. MARY5VI WA g82 (360) 653 -51g0 (360) 65q -1135 FAX. -1/,' L.A (I 2• G.O. City Of Tukwila BUILDING DIVISION PRAINMA5TE NTS GE CAPITAL " "*.* 28' -O "x 64'-O" GLA55ROOM PLUMBING PLAN sftT Tir ANTERIOR ELEVATIONS n«s oaw% c~ M W+vM= ►n►an nE rtorT4 cam OF »« e W,. 1V (1) " G.O. t• aV (1) q 2• G.O. o►�r« ar: d,�t Fes: 960".4 � C ! Sfp . o �i'�kiG 4? pF 4f/r ' . A - "rte 1wVfI I%n I GTC rTr^ 1 CK W STD. PRE 4 5 4 -ARE AND TEMP RELIEF VAL PIPE TO EXTERIOR OF BLDG _ . . _. - _- . _ - ... -- ....... ... •. ....w - ..... - . r ...ry - . L� .. y. w .l • .sU* • - XmUft . ► J 44X. V W►1MAia 1 •. a.r�.iKiC►.�1i�L. � 0 f 0 A70.E LOGATIOPLS IREMOVA" %-,,, ( D M •0 )FOR iLIANCE TRAILER FRAME PLAN 54010, 3/16" oESYan Pl.Aµ MuoF15 Twiner E'VE%rR%vEBN' 1W..op, 1421q 5MOKEY POINT BLVD. MARY5V1 LLE, HA 482 (360) 653 -5790 (360) 65q -7735 FAX. E GE CAPITAL ne w,.� 28' -0" x 64'-On CLASSROOM � r SHMT T 1r:.F TRS ORA 16 CAWT'N RMOMW NTNW T* poTTM GOWEM Of rMnv MG. c� 11/b/O2 DiAlrl9'f: �JM FILE. �bOib -5-2 0 p� 15 2004 City ING DivISIMN otp * ft- �n T FRAME COMPONENT SHEDULE MARK QTY. DESCRIPTION COMMENTS I EA SCAM N JACK - VEWTI RE 1 4400 NITGN - ✓ENURE $3060 DRANBAR - WIO XI?x/FT O I EA HEADBOARD - 12 X II 6A ZIEMAN TAILBOARD - IZ• X II 6A ZIEMAN �C 2 MAIN RAIL - V42 X 14s/FT. I - BEAM 02 0UTRI66fR5 - 12" x 136A BY ZIEMAN • 46' O.G. O 16 ORIOSSMEMBERS - 10' x 136A BY ZIEMAN • 46. O.G. (D 4 AXLES - 6000 RATED �G 6 TIRES - a.00x 145x 12 PLY 4 __._ »�.._ �.r »��.�. ..•.�._� ._..•.�... .,.w•• ,....�...�._w.� '1., :♦ �... �.:�...n.• .1i.. �...•. _ :• ♦' •�1�" - _.�.i' .►s. 1.J.:�►.. JLOW .. ':.•w—.. � %..f :a.._.'....:+'y mom wm.• •sld:.— +►:J.TrL 1�:::. �+1:+i�.1►y��1Y�L "���1 rt.` s i 7 y r i e I Z' 6' 6' ' - 9 .. • / -'yam. • Ioos • I/4 t 3A6' < 00% � I oo 1 00% SIL SIZE L VARY WON I LON&TWINAL DEPTH fib. 1 I � • r:A .1 ♦ -. Iff LONGITUDINAL SPLICE DETAIL i TYPICAL CROSSMEMBER -MAIN LONGITUDIN - OUTRIGGER TIE Scale: 3/4' = i' -0' cr II 6A § Z sm i 165-3 /s' ltr. 19 SPLICE R SIDE ONLY Swiss 3/4 = 1' - 0' MAIN L06ITLVINAL 3/16' 5uw• Z BAR FRONT X ME* k TYPICAL FRONT OR REAR HEADBOARD C 5TANDARD OUTRI %ER5 FRONT OR REAR CRCrz6 MEMBER Scale: 314' = 1'4' vMK REVISION Dace .: MLIMNARY Wb/OZ ® RNAL 715TRIWTION I2/IQ/02 14214 SMOKEY POINT BLVD. MARYSVILLE, WA g8211 (360) 653 -51g0 L (360) 65Q -135 FAX. - STANDARD Z BAR CONFIGURATIONS GE CAPITAL eewE 28' -0' x 64' -0' CLASSROOM ST - L FRAME DETAILS SHEET TITLE ORAW6 CAWT It R NTH= TW rftTT& C4WAK Op rMITLFf a IIC. A Swiss 3/4' = I'-0' OR cle Cb' � 1610W 0V pf �SsQN gUI19�f'�G �1- 5Ai OW2- 130 - 131 -A/B SID " I- ubT" APiROVAL: I FFWVAL VAR: JIL DATE: 11/8/02 NINE m" OJ 4 Imo: 3606 -5-3 �r F 44MIA. Sep W1 k 4 4? A�{ Joe 0 1606 5.3 OF Iff TYPICAL CROSSMEMBER Ynis. 3/4• • .b' . mn�� ISOMETRIC CONN ECTION DETAIL f� i t 1 . I _ h -t s L w f Y • f 1 t t f i i • V ` • i ! yI t` s ° • uj W W CL a q O qb V cc Z � t { Fi, I 4w Lid WY 0 CK7 67 - Z ry p vp a r i n r 1 7 1 �f► P{ 4 t II� � t I * o f • s i t a tw V � M 1 lz E- op � � J t ry p vp a r i n r 1 7 1 �f► P{ 4 t II� � t I * o f • s t N A A 1) } ro 1 • _ r wo F1AOlt !LOOK AR 1!N Ni1W ! tAdm 1lTAL 1� LAS & tAAEO Mm I�BI IMN. 1� � O iI11tA� m N � OOMII 91a1M1. Mfg'. 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PAD w/ 2- - 3000# (METAL BIERS a v c ad o � a 0 U 0 0 E� o � V x co 40 f, _ C1:W`AA _ ■ FlooL om & S" "aye I i0Ol s0 1 �,� 30 FREMONT ASSOCIATES aaAAZ�u. LEGAL DESCRIPTION TR ACT 1 THAT PORTION OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 1 0 38'25" WEST 12.00 FEET TO THE TRUE POINT OF BEGIN- NING; THENCE SOUTH 41 EAST 28.00 FEET; THENCE SOUTH 48 WEST 86.20 FEET; THENCE NORTH 41 WEST 44.00 FEET; THENCE NORTH 48 EAST 86.21 FEET; THENCE SOUTH 41 EAST 16.00 FEET TO THE TRUE POINT OF BEGINNING. TRACT 1 CONTAINS 3,793 SQUARE FEET. .TRAC 2 THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 1 WEST 196.53 FEET TO THE NORTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY NC. 1 AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NO. 529021, SAID rCINT BEING ON A 3,970 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THE CENTER OF WHICH BEARS SOUTH 54 WEST; THENCE SOUTHEAST ALONG SAID CURVE AND NORTHEASTERLY MARGIN 22.37 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID CURVE AND NORTHEAST MARGIN 43.08 FEET; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN SOUTH 61.48 EAST 36.00 FEET; THENCE NORTH 48.15 EAST 30.00 FEET; THENCE NORTH 41.44 WEST 80.00 FEET; THENCE SOUTH 48.15 WEST 36.56 FEET TO THE SAID NORTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. I AND THE TRUE POINT OF BEGINNING. TRACT 2 CONTAINS 3,040 SQUARE FEET. . , CONTINUING ALONG SAID NORTHEASTERLY MARGIN SOUTH 61.48 EAST 181.40 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID u� NORTHEASTERLY MARGIN SOUTH 61.48 EAST 76.62 FEET; THENCE ` .NORTH 34.13 EAST 34.06 FEET; THENCE NORTH 55.46 WEST 76.20 FEET; THENCE SOUTH 34.13 WEST 42.80 FEET TO THE SAID NORTHEASTERLY MARGIN AND THE TRUE POINT OF BEGINNING. $ e TRACT 3 CONTAINS 2,927 SQUARE FEET. I I 829. 77' Pop i5 S MN crCGONE FiGN •' TRA TT PORTION OF THE SOUTHEAST THAT OF SECTION 4 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 1.38 WEST 196.53 FEET TO THE NORTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NO. 529021, SAID POINT BEING ON A 3,970 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THE CENTER OF WHICH BEARS SOUTH 54.48 WEST; THENCE SOUTHEAST ALONG SAID n ' CURVE AND NORTHEASTERLY MARGIN 65 45 FEET• THENCE SOUTH 44 EAST 86.00 FEET; THENCE NORTH 45 0 36 0 26" EAST 34.00 FEET; THENCE NORTH 44 WEST 86.00 FEET; THENCE SOUTH 45 WEST 34.00 FEET TO THE TRUE POINT OF BEGINNING. TRACT 4 CONTAINS 2,924 SQUARE FEET. T HACT 4 THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 V NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - - COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 88 0 13'34" EAST 530.19 FEET; THENCE SOUTH 44 EAST 68.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING K 4 Go 'A/ /G A4 CYCL c7/VE FENCE d = 7 0 06'3 7" R S 9 70 , pp . , 94 !6 A A SNEV � 7RACr \ 0 � c • •i AREA 5 793 Uj f�� 44' s s •. ,A( 4/ •4a'S Z "W W. MARG /NAL PL.. ,4� . REVIEWED FOR . M CODE COMPLIANCE OCT 15 2004 �u Q 7.52 Oty Of Tukwila a ^ s z 7•/O'29 " W1 ARLP DIVISION oo 55. e9 TRA C?' .3 S 29 AcEA 2927 Z IMP y° �; TR4C 7 2 «' x 2 ADp�f: 4 d r il li .d "PVC lS r� • i �•� / IMP W b SS c�FT' ?O A141 44'. W 6r4 rio f4 �' „ 41 q l9oS � NG � • ,,/� ,�� •� rR,a/��R �," 1HCOMP ETE °D ' Z �cr } o %a .,Moo INNOWNEOMM 0 _g TR M Q -� .-- __ -- X44 • t j' 3 4 •' f ' --- 4 od C 7 ac N s 111 W N.6v+l L, $Ig • - N �w•adcr �h '� N 6 Uj Ax i • U o z cy W • O . Y es ' IA n i r ITR+f Lj $CALF / 40 it N ` O vj Oct 0 PRINTED JA N2 41991 • 400 m; SS i • . , CONTINUING ALONG SAID NORTHEASTERLY MARGIN SOUTH 61.48 EAST 181.40 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID u� NORTHEASTERLY MARGIN SOUTH 61.48 EAST 76.62 FEET; THENCE ` .NORTH 34.13 EAST 34.06 FEET; THENCE NORTH 55.46 WEST 76.20 FEET; THENCE SOUTH 34.13 WEST 42.80 FEET TO THE SAID NORTHEASTERLY MARGIN AND THE TRUE POINT OF BEGINNING. $ e TRACT 3 CONTAINS 2,927 SQUARE FEET. I I 829. 77' Pop i5 S MN crCGONE FiGN •' TRA TT PORTION OF THE SOUTHEAST THAT OF SECTION 4 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 1.38 WEST 196.53 FEET TO THE NORTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NO. 529021, SAID POINT BEING ON A 3,970 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THE CENTER OF WHICH BEARS SOUTH 54.48 WEST; THENCE SOUTHEAST ALONG SAID n ' CURVE AND NORTHEASTERLY MARGIN 65 45 FEET• THENCE SOUTH 44 EAST 86.00 FEET; THENCE NORTH 45 0 36 0 26" EAST 34.00 FEET; THENCE NORTH 44 WEST 86.00 FEET; THENCE SOUTH 45 WEST 34.00 FEET TO THE TRUE POINT OF BEGINNING. TRACT 4 CONTAINS 2,924 SQUARE FEET. T HACT 4 THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 V NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - - COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 88 0 13'34" EAST 530.19 FEET; THENCE SOUTH 44 EAST 68.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING K 4 Go 'A/ /G A4 CYCL c7/VE FENCE d = 7 0 06'3 7" R S 9 70 , pp . , 94 !6 A A SNEV � 7RACr \ 0 � c • •i AREA 5 793 Uj f�� 44' s s •. ,A( 4/ •4a'S Z "W W. MARG /NAL PL.. ,4� . REVIEWED FOR . M CODE COMPLIANCE OCT 15 2004 �u Q 7.52 Oty Of Tukwila a ^ s z 7•/O'29 " W1 ARLP DIVISION oo 55. e9 TRA C?' .3 S 29 AcEA 2927 Z IMP y° �; TR4C 7 2 «' x 2 ADp�f: 4 d r il li .d "PVC lS r� • i �•� / IMP W b SS c�FT' ?O A141 44'. W 6r4 rio f4 �' „ 41 q l9oS � NG � • ,,/� ,�� •� rR,a/��R �," 1HCOMP ETE °D ' Z �cr } o %a .,Moo INNOWNEOMM 0 _g TR M Q -� .-- __ -- X44 • t j' 3 4 •' f ' --- 4 od C 7 ac N s 111 W N.6v+l L, $Ig • - N �w•adcr �h '� N 6 Uj Ax i • U o z cy W • O . Y es ' IA n i r ITR+f Lj $CALF / 40 it N ` O vj Oct 0 PRINTED JA N2 41991 • 400 m; SS r: r~ . .. ..: ..�. .. .. ��..,. ..:.'r..ww►.ww...�r..� :w,... ner►�i .+ �J +a Z.�?.�r' 'il.`.:•'.4.. ���. �r r'f. �.. •. •.fi t ,rl rte'. '+�1' • e+�R.i.' .P"v _� ^S . -,rM i lU o Z a ti Q � � 3 d � � N w w 0 � OC � � O N Q � 3 Q 0 V 4 OAAWN •r CHECREO s• imil Amm SCALE x•90 4d DAYS I-O -4i me ►+0 0& /4S.OZ r: r~ . .. ..: ..�. .. .. ��..,. ..:.'r..ww►.ww...�r..� :w,... ner►�i .+ �J +a Z.�?.�r' 'il.`.:•'.4.. ���. �r r'f. �.. •. •.fi t ,rl rte'. '+�1' • e+�R.i.' .P"v _� ^S . -,rM