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Permit D99-0243 - NC Machinery Company - Tenant Improvement
NC Machinery Co. II . City of Tukwila c Parcel No: Address: Suite No: Location: Category: Type: Zoning: Corist Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: JOSEPSS153JD OCCUPANT OWNER CONTACT CONTRACTOR SOUTH BUILDING AWSE DEVPERM C /LI V -N 001 North: TUKWILA Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 252304 -9046 17025 WEST VALLEY HY DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Fire .0 South: .0 East: Sewer: TUKWILA Slopes: Y Permit Center Authorized Signature:_ ! Signature:_ Print Name :__ P ! _ lam SQL k_. (206) 431 -3670 Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: D99 -0243 ISSUED 10/06/1999 04/03/2000 WAREHOUSE 1997 NONE .0 Streams: Phone: Phone: 425 - 251 -9806 NC MACHINERY COMPANY 17025 WEST VALLEY HY, TUKWILA, WA 98188 NORTHERN COMMERCIAL CO PO BOX 3562, SEATTLE WA 98124 DARRYL ROOTVIK 17035 WEST VALLEY HY, TUKWILA, WA 98188 JOSEPH S SIMMONS CONST INC P.O. BOX 9089, SEATTLE, WA 98109 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT - DOORS, WINDOWS, CEILINGS AND WALLS. ADD 640 SQ FT MEZZANINE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 155,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,152.39 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: 206 281 -7227 Qt _ Date: _ 1a -L- __ 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 provision of any other state or local laws regulating construction or the performance 1•f work. am authorized to sign for and obtain this development per 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. Address: • Suite: Tenant-: Type: DEVPERM Parcel #: 2523049046 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. Permit Conditions:. 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Bui 1di,ng; Di ed vision All permits, .inspect i .� (; f onrecords r d , r a approv `plans shall be �k 4 available at the gob s i t. a prior to the start of any con- struction. These documents; are to 44e mai nta i rje ;and avail- able until f i na l `�)i rispecti o approval i s granted ; tr •. � Electrical pe'� i•ts shall > be o i n'ed throe h the Wash i n ton State Divi�s; on'' "of s Lab b or,.and Industries s and all eiectripoal .work wi l 1- be inspected 'by that agency 0248-6634. • Plumbing ,permits 'shell. be obtained through' the Sea'tt =le -Kifng °County Depart.ment of.,, Pub l i.c 'Hea l . Plumbing w i l .1 - be, -. `inspected by that. abency; ?`i all gas piping '(296-47.22)x s. ; t All mechani ca { l work . shall be 'under separate permit i ssuecd, the City of Tukwila. P : • ▪ All onstruction to be done i,n conformance with approvetl;.r, plans and requirements of, the Uniform' Bui l-d Code (19,97 Edition) as,. amended,. :, Uni;forM Meohan'i ca l -Code (1997 Edition >, and .Washln tan State Energy 'Code' t'•'1997'-`Edi_ton) . Valid „i ty of n Perm i t. - : ” The `issuance of ,a pe rm:i t . or approval 6 plass specifications, and computatlons shall not be,con 'strued to 'he a permyit/ fdr, or an approval 'of, any vi.olatifon of . any of $, e prov i s l ons of thebu,i l di ng; code or of any 'other ordinance, of the jurisdict•i ° on. ' Nd''permi.t presuming' give ,author'.' ty to violate or cancelthe provis;ions°of this code shal 1 be va1 . i d. D99 -0243 Status: ISSUED. Applied: 07/14/1999" Issued,: 10/06/1999 Project Name/Tenant: South Building Off Remodel Value of Construction: $155,000 Site Address: City State /Zip: 17025 W. Valley Hwy. Tukwila, WA 98188 Tax Parcel Number: 252304 - 9046 -07 Property Owner: N C Machinery Co., a division of Tractor & Equipment Co. Phone: 425 -251 -9800 Street Address: City State /Zip: 17025 W. Valley Hwy. Tukwila, WA 98188 Fax #: 425 -251 -5886 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Hansen, Hansen & Johnson Phone: 253 -863 -8126 Street Address: City State /Zip: 1230 Fryar Ave., PO Box 1008 Sumner, WA 98390 Fax 41: 253 - 863 -5854 Engineer: AHBL Geoffrey Hodsdon, P.E. S.E. Phone: 253 -383 -2422 Street Address: City State /Zip: 2215 N. 30th St.. Ste. 300 Tacnma. WA 98405 Fax #: 253 - 3R3 - 9572 Contact Person: Darryl Rootvik Phone: 425 - 251 -9806 Street Address: City State /Zip: 17035 W. Valley Hwy. Tukwila, WA 98188 Fax #: 425 - 251 -5886 Description of work to be done: ,NOdo i pants , w; NrXmu=s GL /Lief et-..d wa. /Is . u.JtCP G `/P � -� See attached drawing A0.1 for Project Description. y,„ <Fo rNc^. Existing use: ❑ Retail ❑ Restaurant . ❑ Multi - family on Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office ❑ School/College/University El Other — _ __ _ Proposed use: CI Retail El Restaurant .... - ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ®other60% office /40% warehouse and maint. Will there be a change of use? ® yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Change storage space to office area Will there be rack storage? ❑ yes ® no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ® none ❑ other (specify) Building Square Feet: 5,600 sq . f t . existing Area of Construction: (sq. ft.) 3,200 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes an no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date a�plicaliocep : Date a�plkatjoplres Ap to taken by: (Initials) `"''"��(( .-- ..- 1111 CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 FOR STAFF USE ONLY Pr t Number: `'� Permlt:Number: .D 1 a ' D"A5 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING OWNER .e ' AUTHORIZED AGENT: Signature: A l ry Date: /� / / Print name: ` • RE113 �-k _1; ---� �'r , u��- A�,) � �' r � Phone: 'L'' / 425- Pcr --$9 v Fax !t: 425- 251 -5886 Address PO Box 3562 City /State /Zip Seattle, WA 98124 ALL COMMERCIAUMULTI -F Y TENANT IMPROVEMENT /AL •AT/ON PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 0 Complete Legal Description 0 ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include ❑ 0 Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) • 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ 0 Floor plan: show location of tenant space with proposed use of each room labeled ❑ ® Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ 0 Vicinity Map showing location of site 0 ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ 0 Indicate proposed construction of tenant space or addition and walls being demolished ❑ 0 Construction details O ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ 0 Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ® ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ 0 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMI'T.DOC 1 /29/97 tc: *.4r* * * * * * * * * * * * * ** CITY OF TUKWILA, WA * * * * * * * * * * * * * * * * * * * * * * * * * * * ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT TRANSMIT Number: R9800163`Amount: 1,306.25 10/06/99 15:49 Payment Method: CHECK Notation: NC MACHINERY Init: TLB Permit No: D99 -0243 Type: DEVPERM DEVELOPMENT PERMIT ~Parcel No: 252304 -9046 Site Address: 17025 WEST VALLEY HY Location: SOUTH BUILDING Total Fees: 2,152.39 This Payment 1,306.25 Total ALL Pmts: 2,152.39 Balance: .00 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 1,301.75 000/386.904 STATE BUILDING SURCHARGE 4.50 7676 10/07 9710 TOTAL 1306.25 *•4 *k k **- *,16t**Of* i It 4 *A* k** *. *..*dr04.*s1 . 4s4 H A* *1• * * ** * *a• *; * *•k *A *.** .0 1 {'Y .OF . TUKWI,LA, •Wta: 61 - L 3 TRANSMIT * * * *+4 *. * * * * * * s4 *' * s4 . * * *sF* * ' k * * *A•s►* 4***** 14*.4- 4Vst* 4* *:F *• * *4•a4 *s4*. *. * *04k4•i4* TRANSMIT Ntu bei^.' R98OO105 Amount: . 846.14 07/14,'39: 11:18 '.P.aym rit,'.Methud CHCC:K ' No.tation; ,NC MACHINERY Init; TL:B _�r -- Perm-it No: D99 -0243 Type; DEVPERM DEVELOPMENT PE Parcel No: 252304-9046 - 9046 Site Address: J WEST VALLEY HY Total Fees: 2 846 Total ALL Pmts: 046./4 Balance: 1.306.2' q � *** k* A A* 4** 4 �4*•s l***** s1**• 4** d* A* a•**** k* A•; 4kA * * * * * * * **s4•A•st * *+4s4 * *,!{cd: Account Code D e s c r i p t i o n Amounts 000/345.830 PLAN CHECK - NGNRES 846.14: This Payment Project.. Type of In,• ion: 7 Special instructions: Date wanted:/ c a.m. �r �!-- p.m. Requester: Phone:1/2x. 6`Qc /f INSPECTION NO. Inspector: proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 981 PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.0 RO EINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: /// /we/ 4.4e4 Type of Inspectio/n ± . / //J Address:, / � 25 /6 � , °�f quo called: / / --(7? / p to wanted : t H7 Special instructions: Requester: Phone: .2 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 •- - r Corrections required prior to approval. COMMENTS: </ mac; �.� 124 r�'--r,.t / ,/zi h 3V 4 ,CS mice e/6 ������ / rr ( 7r (; To 9 £�v epcd'f'( L $4 I I REINSPECTIO (EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a. Receipt No: Date: Projgyt:,p r �/�„ ,� /J (/ ((,{�,�` Type of I spection: n �� ddr ss as), odt oT Date c led: S ecial instructions: Date wanted: .m. Requester: J Phones- 49r ?9* ?/0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Aio / 8414)1 Insp. 9rlj ��l�`'" ( 241 Date /ey1949 INSPECTION RECORD Retain a copy with permit (206)431 -3670 n Approved per applicable codes. .Corrections required prior to approval. $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: � ,c � Type of Inspec ' n: Addre/ 7 O2- / � )f 1 di ( ate called: �/� Special instructions: �� ate wanted: /--13-aVn: Requester: 7 ...._ � � Phone: 7 -V,2-7227 *�...•a .,� ..., �.. o.> Fr rn�s ..w��oar•a�a.s�s,c- n^naeASr: wr.^t�e�SV^••tlMXiY!; INSPECTION RECORD Retain a copy with permit INSPECTIONN■O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ACorrections required prior to approval. COMMENTS: J //) ,t2v77 tp/4.,,Slz0.1 4 - 7 Akr.111;-7,2-7 01-194 14,/ P`7.-- 7 r E' M_ r - . (Y--v e �y ) ')-2 4 1 a Ldp _-1-0 , / (f B Inspector: 2, Date Ej $47.00 REINSPECTION'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ., b (. a -- Type of Inspection: c t _/ rat , Addres —7(-)0( eesA V - � J , 1 f ate called: / 2-h i , J �'/ _ _ __ ""' Date wanted: l7,13O' ell I a Requester: /} (J Phone: t tif ,.., / N1',Le ,Lis � - /,a7 '- 7 // - fr1.1A. t_ Aai...P i 4-, CI /e, Project: 1\1 ! 14 V( ( Type of Inspection: c t Addres —7(-)0( eesA V - � J , 1 f ate called: / 2-h i , J �'/ Special instruc / Date wanted: l7,13O' ell I a Requester: /} (J Phone: t tif ,.., INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 orrections required prior to approval. Li $47.00 REINSPECTIO 1 E E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ;4 Prgjelt: \N CIP \�� ` . ``� i \'cn TYPe � 0 \ Addres Via 03 011(Qii ate called: tq• 4 -R ~ q Special instructions: ate wa to�j: a.m ' Qc' L�( q p.m. Requester: Phone: ,er /() l 0n[ I 4 Al INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS 6'4.7; 9 Date Xz 7-- 7 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project `" / Type ofIn�spectio : I Address: Date called: Special instructions: Date wane : r 5. f#,_„, P.m. Re .444$ Ph 7e5 E) , , Zz7".( 0 30e INSPECTION NO. Approved per applicable codes. INSPECO N RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 *P€ g4 - .-e ,.(14e,( e ifer Ins .0„ if Date: U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: � m t n Q Ty e o Ins ectio Ad 6 ress: ) (ht les( Date cable ieg� 9q Special instructions: 1 11 Date wanted: a.m. /� /a' 9�r ', Re r) Ed Phone: (4tz Nag 7 g_21 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Ins I4'1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: Proj c . 4 � � 4 T p f Inspection: /l�• , 7 a / Special Date called: ! Q instructions: 4., Date wanted: ( 9 / a.m. Pam_...- Requester: (`1 _ _ ,/ / J"r�1 (fit Phone: . 96 36z - 7 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: L- El $47.00 REINSPECTION FE lEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Pro' ct: �1 ' Ty of Inspection: Ad ress: C Dat Iled: p edal instructions: Date wanted: fed: � 4 -/" pm. Request) A A 1 — © ao& cigt9 A co INSPECTION NO. Approved per applicable codes. COMMENTS: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: El $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: prim ,/Y 'n/ A Typ� I sp ion:' emief A dress: � mi. D D ate called: IZ- 6 679 Special m uctions• / C Z/4 Date wanted: t 2 /� a.m. / (:).m.. Requester:,--- Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r ir PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 2 k / bt ■ $47.00 REINSPECTIO . FEE RE • UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: i__ /- /�T s /!mac_- C _.4 ?,e .1. / (.. / / e 4 , t rte- / J t ( � /,,,,, / 1) vi i 1- 7 ,/, 4e_. lir_ J , • . 4 ..o y. /9 /— / efe/ eo / er r , ii , 4 ? / �� k o� -, ' e .1 c /o i.--7D � / /•• L /,e,/ 4 4/(// instructions: `` ; to Wt (' ' \ ,, Ad i ik a. S 4,0 Lt. <-, , 4--.�_ "7 /ac.l,2 /.ti /' // � ,e 4 , /''1,16 /,e --Z.- 1 - %e, O.r/h 1,e70 /'/ t"-- - z-7. ' O ,i 7 2-7e 4 /�.ti // , 4 Zfd pp, Lid s/ / f7 #2----I- 12, U// ?-e,7 l� Z-, 17, / /- /,,,, -/ r, - GS l e / S-Z /"/ 4 , .L/, 4 Gr - /4, t< ,zn,. Project: A ! / ' A C (1( ` - YI Type of Inspect v Adr st3 l i ! E' -S+ , �/ /� S pecial Date called: f Z� / j/ instructions: `` ; to Wt (' ' \ ,, Ad i ik Date wanted: / / / G �7 a.m..... P.m. Reque terV O d Phone /, 7 / 72 2 INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. .4.4M1L r'GW'9.Y (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Date : / -2 $47.00 REINSPECTION'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: }Y:.� ;3.. -... ..w.,.��... .z`.„ ; v�. :; ' , 5,7); +- .... -. , . ..:�7" : i r .. ` . V . y .,,_... _`•:V : 'Rr .'+.. ,.. . , TI W Mr y'!�.` t:t P.yt��.,�W xY� {$ r w 'a: ^... ) :. 'ir.•..': �s k{ ��Y.' Si' Y�, ��?�," tv �yslt` � ��. 4::. ��.• it' ti+ di= �' YA` �; Y�������.: 3� •tt•i�t.l.I:k.•�ry,l'.s��y�... rv ,:t,,y�.^��:. ; ��i �, Pr l ` a. pf�✓y ?i .1 �:ti "Ty'`�, / i Project Name !Y / c //dirt Address / 7 i, / /r- y /4 City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ttot •r' , Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM X Approved without correction notice Approved with correction notice issued Date FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. i_) `i r / Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 375-4439 • 2INALAPP.FRM City of Tukwila Fire Department TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 1V �. ( 1AC- \YN d c:D Address \ 63 \)4 'A' Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: x - •1- ‘-\\) Hood & Duct: Halon: Monitor: Pre -Fire: Permits: • 'N \ N Authorized Signature John W. Rants, Mayor Thomas P. Keefe, Fire Chief \\\3\0 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Permit No. b + ()43 tw - ca\ F- AA3 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 .... .. ........ .. . ......... . N .• . . • ... . : . .. .. . . . .. . .. . , • 4. ._... .... ..... ......... .................... .... .. ......_. .......... ...._...._.... .... ....... . .. ii, .... ...... .._... . _ N . ........._ I ct c_k_v_ p 0 r .. . V • 1 -0 OP 6 ?e \l/ i 12 i • _ „i 1111 ____. ill . i i f LS t. it. le C i t S r - : : r II. /1 - --H f___I I 1 t. 1 1 r.......4..___ r 1 . : .13.... 4 1.4- te- • • . . ... ...... . ........... —r. -fr 0 X ta. , . : 4 ............ --- - ..... ................... 0-.. . An .... • I itl. I ......___IL...P., ----- (..)..A • " .• 0 I . .. 1..• . V A.. p .. ...... .... 1 1 ........ i 1 - . o • ; 1 • . 7 . ..... 1,i .9„.....e • crrYla AUG 2 R u199 ... ... prImi PPNTO ----- .--..-. s .."1 " , AHBL • C•'; ; tr. • ?t -r, Copies t�: • • Old Town . Historical District 253/383-2422 253/383-2572 FAX CT( APP R°\j" SE.? 2 '3 1999 2215 N. 30th Street Suite 300 Tacoma, WA 98403 prook c A1r4E No. 2 - 1% - Subject With/To Fax 0 Address 0 Faxed Pages Phone 0 Page of 6.1 2 Calculations ED Fax El Memorandum 0 Meeting Minutes 0 Telephone Memo If this does not meet with your understanding, please contact us In wiitlna within seven days. HANK g Oaillib ..... p r, 4 _ N it- 1 t F. 12.- t a" .1 I I 7- e �. t 3 ._.P 41P 4 It-t e— - E S Q � .)•- S ;.II S u K ti ? 7 I i 1 N i., 1 . ' I ' 1 ■ �r f► cV; . 1 r 11- 1 1 S I I I I $.5 rsMic.._pV 12s(' 1 ' rrr } l 1+. fI E t � tl��. . I11-I 5 {,oM 1 epoC ; 1 0 w •P 1� t-t _.ii i/ . i , I 1 7._,-,..... ` 1 , . --i. 1 .............. • ......7 . ' _ . , • 1 I ..,_, « ..............._ .._,..............._ If this _ �.._ please us I J IkE0CFEirtilVE 1 ' « ._,.. does not meet with your understanding, .............._...,.......,_.._ contact _..................., ...._.,.,._ in writing within seven MIT CENTE_ ...._. «_ days. THANK YOU. ._._. 7 Date: BY: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX Project`- 2' H /UGH I N h. H BL Subject M E �� With/To Fax N No. ( 2420 Phone Address N Faxed Pages ❑ Page of _LL ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo 1 2x4 Stud Wall 2 2x4 Stud Wall 3 2x4 Stud Wail INPUT WIDTH 3.50" 3.50" 3.50" 1� n, D SIGN CONTROLS: MAXIMUM DESIGN Shear(I,) 1201 1020 Reaction(lb) 2401 2401 Moment(ft-lb) 2471 2471 Live Defl.(in) 0.094 Total Defl.(in) 0.101 TJ -Pro Rating 84 u 975" TJI®/ProTM .350 JOISTS( 1 .0" o/c TJ•Bwn' v5,42 esrw Number: 700060305 BEAMUSA 1001 09/19/00 10:65:44 AM Page 1 or 2 Bulk! Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension • 21' BEARING LENGTH 3.5" 3.5" 3.5" 10' 8" JUSTIFICATION Left Face Centered Right Face CONTROL 1420 2880 5200 0.343 0.515 45 n� PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available ahbl a 3 f, wa 98023 (999)999 -9999 (999)999 -9999 Copyrloht C 1908 by Trus Joist MaoMNlan, a Iimked partnership, Boles, Idaho, USA. TJie Is a registered trademark or Trus Joist MacMillan, REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 785/81/887 2144 /257/2401 785 /81 /887 - Web stiffeners are required at support(s): 2. Attach with 3- 8d(2.5") box nails, cinched. - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): Al, B1. CONTROL Passed(72 %) Passed(90 %) Passed(48 %) Passed(L1999+) Passed(L/999 +) Passed 10' S" Product Diagram Is Conceptual LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 125 Live at 100% duration, 15 Dead, 0 Partition SUPPORTS: DETAIL Detail Al Detail B1 Detail Al OTHER TJIet Blocking Panel TJIb Blocking Panel TJIA Btocldng Panel LOCATION Rt. end Span 1 under Floor loading Bearing 2 under Floor loading Rt. end Span 1 under Floor loading MID Span 2 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 RECEIVED CITY OF TUKWILA AUG 2 4 1999 Pro° TJ.Pro"' and TJ.Bse& are trademarks or True Joist MacMillan. T CENTER 9'27:.2o . - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL LJ380, TLL 240, ALT:U480(150.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. - The Toad conditions considered in this design include Alternate member loading. - Concentrated Toad requirements for standard non - residential floors have been considered. TJ Pro*"" RATING SYSTEM The TJ -Pro (USA) Rating System value provides additional floor performance information and is based on a Glued & Nailed 3/4 OSB decking. The controlling span is supported by wails. Addftlonal•considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. ..4C*9149%.4411w. 1( 175" TJ149/Pron JOIST Ejt oic TJ43satn" v0.42 11001 Number 7C41000300 MAMMA 1001 011/19199 10:5044 AM , Page 2 ci2 lkild Cada: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS USTED ADDITIONAL NOTES; - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMian(TJM). TJM warrants the sng of is products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are ready available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product kted above. PROJECT INFORMATION No Project information available OPERATOR INFORMATION: ahbl a 3 f, wa 93023 (999)999-99961 (999)999-91169 Copyright 0 1999 by Trus Joist MacMillan, a hilted partnstahlp. Bola, Idaho, USA TJI0 la a registand trademark ol True Joist MacMillan. RECEIVED CITY OF TUKWILA AUG 2 Li1999 TJ•Provo and TJ-Ileanivil as tradernarla of Tna Jolt MacMillan. PERMIT CENTER 2-7 V. 24 L. .4 Meggovfaeilli• TJ-Bswn"' v5.42 SWAM Number. 700030300 BEAMUSA 1001 011/19/0e 11:03:03 AM Pegs 1 of 2 Sued Code 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS LISTED . OvsraN Dimension • 24' 10.8" 1 j-OADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 125 Live at 100% duration, 15 Dead, 0 Partition SUPPORTS: 1 2x4 Stud Wall 2 2x4 Stud Wall 3 2x4 Stud Wall 1/ 475" TJI®/ProN -350 JOIST • 'r'.0" o/c 10' 8" c1 1 INPUT BEARING WIDTH LENGTH JUSTIFICATION 3.50" 3.5" Left Face 3.50" 3.5" Centered 3.50" 3.5" Right Face • REACTIONS(bs.) LIVE/ DEAD/ TOTAL 815/64/679 1605 / 174 / 1779 1210 /136/1348 - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): Al, B1, El. DESIGN CONTROLS: MAXIMUM 1000 1779 1815 Shear(b) Reaction(b) Moment(ft-b) Live Defl.(in) Total Defl.(in) TJ -Pro Rating DESIGN 1000 1779 1815 0.091 0.094 68 CONTROL 1420 2320 5200 0.276 0.415 45 CONTROL Passed(70 %) Passed(77 %) Passed(35 %) Passed(2L/999 +) Passed(2L/999 +) Passed PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available ahbl a 3 1, wa 98023 (999)999-9999 (999)999 -9999 10' 4.8" Product Diagram 1s Conceptual DETAIL Detail Al Detail B1 DetaN El 4' -4 OTHER TJIG Blocking Panel TJIM Blocking Panel TJIG Blockng Panel LOCATION Lt. end Span 1 under Safe loading Bearing 2 under Floor ADJACENT span loading Rt end Span 1 under Floor ADJACENT span loading Rt Overhang under Floor ALTERNATE span loading - Rt Overhang under Floor ALTERNATE span loading Span 1 Copyright 0 1990 by Trus Joist MacMillan. a Winked padnsMd{i, Boles, Idaho, USA. Pro*', TJ.Pro"' and TJ-Bwm"' are trademarks or Trus Jost MacMillan. TJM Is a registered trademark ar Trus Jost MacMillan. PERMIT CENTER 'la - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL L/360, TL•U240, ALT:U480C50.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): Al compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. - The Toad conditions considered in this design include alternate and adjacent member skip loading. - Concentrated bad requirements for standard non- residential floors have been considered. TJ-Prom RATING SYSTEM The TJ -Pro (USA) Rating System value provides additional floor performance information and is based on a Glued & Nailed 3/4 OSB decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. RECEIVED CITY OF TUKWILA AUG 2 L I 1999 Cweiwoeed.i. TJ-Boarnil 4.42 sent Number. 700030308 BEAMUSA 1001 01/10/00 11:03:03AM Pape 2 at 2 Wall Oxle: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS USTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by This Joist MacMillan(TJM). TJM warrants the .9 �f its' products by this software wi be accompNshod in accordance with TJM product design afteris and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily avakble. Check with your supplier or TJM technical representative for product amiability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product fitted above. - Right overhang may requke bottom chord bracing. PROJECT INFORMATION No Project Information available 1(75" TAID/Proni-350 JOIST 41 0" olc OPERATOR INFORMATION: ahbl a 3 f, we 98023 (999)999-9999 (999)999-9999 Copyright *1* by True Mat MacMillan, a linked partneraNp, Boise, Idaho, USA. ProT", tl•Pro% and TJ-13sam" an tradsmada ci True Joist MacMillan. TJII le a npletancd trademark al True Joist MacMlion. RECEIVED CITY OF TUKWILA AUG 2 1 1999 PERMIT CENTER 4 78 • to 2.41 Date: Ef99 Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422. 253/383-2572 FAX Project riC MAW tiN ELY No. c{ ...`' 96-143 Subject Phone With/To Fax # Address # Faxed Pages ❑ Page of 2 •S ® Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo . v .. m itt/ •t.•��� 6 to I f F..T. i ( .510 _....„__ 110- I t riallin01.1. Ail 1111 mi I .,. 111 III NMI 11 .. il ins ■ .. 1111 1 i 1 pi i 11111 u - RIM ■ i IO C__ f F 16 08 4 oo i bt T LOP Q �!1.� s • N � 11C11' It ty 1 i ; ��� S i4- ■ • 1 . ... « ._ y ._. __.....,.w » «.., «;; «. « «. ..-._._; .....»_... „ ». «,.... ., .. «.« If thls ..._ ...............«.......««.. with ___. ` ..... x' ......_. your .... understanding, ...« F . ....,.. _.._ « .«. ._....... _ . » ...,.,..... us w......»......_..... ........_...._..«..«..._..._._. RECEIVED _._._._......_..... «. »..... »._ «.« _.«..« ».. ».. «__ «__.._ «._.._ .........,.y... ' ......, N�.^ ......._... does not meet ...._....._._..« .._« • »..._..._...«....««...._ »_. �.� _... _ «.. please « «.... N . contact « «_ w_. «.._ T «. -CI1y F...f. ,....««. ............._._.. in writing within seven days. THANK .__._ ......... . YOU. Date: Ef99 Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422. 253/383-2572 FAX Project riC MAW tiN ELY No. c{ ...`' 96-143 Subject Phone With/To Fax # Address # Faxed Pages ❑ Page of 2 •S ® Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo SIZE OR thick OR depth •WALL OR COL # of studs BRACED? aNdn6 Mir height oat of plane load DL LL Fb Ft Fv Fc perp Fc E AHB L WOOD COLUMN / STUD DESIGN 1y 0.00 0.00 wall C HY No. 2 ftorf A2 ft Psi Pal pe' pe' p.I t d 1.50 3.50 in in 1 HF No. 2 2X4 16.001 OK f` fb /Fb TOPPL WORKS POR fv /Fv JOSfLOADS 0.72 0.16 interaction: 0.87 1.00 bearing at sill pl 0.69 top plate bending 0.38 shear 0.70 <1.0 4.0 a.0 4.0 <1.0 COLUMN Led 31 race 50 <1.0 DEFLECTION 788 d.0 min 240 Fb cd cf cr cl 4 SPACING 1 • w m fb Fb BENDING 850 133 1.50 5 16 9 6.67 68 3.06 264 1696 ps Psf 1 ft Pif # ft cd axial bad Fc fa fa /Fc AXIAL ONLY �V> ;;.. '�:::t�Yj, x•:22 tip 1487 389 279 0.72 x1x Psi Poi CITY ANDY PFLUEGER Z. (. e190 N O.C. .ECEIVED . OF TUKWILA ' AUG 2 w 1999 PERMIT CENTER J HB L WOOD COLUMN / STUD DESIGN SIZE OR thick OR depth WALL OR COL • N of studs BRACED? spacing trib height out of plane load DL LL Fb Ft Fv Fc perp Fc E 0.00 0.00 wall Imo' No. 2 in ftorft^2 ft Psf plf • P� Pei Psi Psi Psi Psi Fc cd cf F'c kce E k le d Fce c cp Fc trib w a p /stud fa COLUMN 1300 1.10 1902 1300000 108 5.50 1011 0.46 866 1 2500 16 3333 404 Psi Pei Pei ft in Pei t d 1.50 5.50 1 HP No. 2 OK 2X6 16.00) Fb cd cf cr cl '1 SPACING 1 w m $ fb Fb BENDING 850 1.33 1.30 16 9 6.67 p 5 psf in^3 ft pif 68 , 0 f 7.56 107 1470 cd odal load Pc fa fa /Pc AXIAL ONLY 3333 855 404 0.47 in IN O.C. ANDY PFLUEGER el9a P RECEIVED p! * Y OF TUKWILA MJG 2 4 1999 PERMIT CENTER 2,1 • 3 ;. • 1997 UBC SEISMIC LOADS STATIC FORCE PROCEDURE • BUILDING STRUCTURAL SYSTEM SEISMIC ZONE SOIL TYPE BUILDING HEIGHT IMPORTANCE FACTOR • RHO CONCRETE SHEAR WALLS 0.54 DES SASE SHEAR % g 1.00 feet MAX ELEMENT STORY SHEAR RATIO (r, max) • • '• GROUND FLOOR AREA (ttA2) IIINIMU DESIGN LATERAL FORCES BASED ON STRENGTH DESIGN • 97 UDC SEISMIC V 0.591 4.5 MAX 0.200 MINI 0.040 • o.ao ; &um 11 o.000 element day sheer ratio required to Minteh 'Me 1.00 V 0.200 x W E E 0.200 z W E vert 0.180 xW E maz E hods 0.560 z W Page 1 FORILSD (E/1.4) 1. 0.143 z W RECEIVED • CITY OF TUKVVILA AUG 2 q 1999 PERMIT CENTER Date: BY: sty] 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383-2572 FAX Project' - 141 , I4 /NCH 1 N E(Zy No. -7 . ZO Subject Phone With/To Fax N d ress 1 Faxed Pages • ❑ Page of S. ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo 1 i 2063 ft j i t I. t ' II 1 6.1 11 (4 s s T 2°43 M —Zr, 7)--1 .2 31P44 i .... � ? 6 1 tc- , /�/�1. / / Le) f/io L FE F t c,1 „ `61 I I I 2043 f 70(23* . .i 1 = 6:: I it 1 I I te I f.17 L3?. -, 1 47 I S•*" - t i t I S h l I t I (I 611 I C1 I. I. • 1 1 r 2 F i i , oohXZ ! { /"'� r tit zoo CtF�. -- /b (�D)L �67�; ; i -l- X67 43� f � _ -. 7 . __ ..__. __ � Q o . i ( o is / ___. __. _.. 1 i ' 1 1 4 _ 3 �._ _ . �._ • __ 1 " t.4b o K •• `�No /691 " _ _� p.:.. _._ _ .._ + I j I _....m -_- I __ If this �...._.....: ;...__.,_.,.._..... i_ does not meet I with your understandlno. : _...._.....__,... olease .0.6 contact us l2.__...._.. i 3 tl W T ._ TY U GI In writhe within seven days. • F 2 THANK 4 1 _.._....... 99 YOU. __.._.._...__.._. ` .. Date: BY: sty] 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383-2572 FAX Project' - 141 , I4 /NCH 1 N E(Zy No. -7 . ZO Subject Phone With/To Fax N d ress 1 Faxed Pages • ❑ Page of S. ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo Opaque ConeretelMasonry Wail Rsqukemsrrts Insulation on interior - maximum U -factor Is 0.19 Insulation on exterior or Integral - maximum U•factor le 025 If project qualifies for Concrete/M.80ln Option, list wails with HC 2 9.0 Btu/R••F below (other walls must mast Opaque W1N requirements). Use descriptions and values from Table 20Sb In the Code. Wall Description (including insulation R -value & position) U•factor All Other Roofs Gross Exterior dhridod by Wal Ms j23O Opaque Walls -_- 311.4-5F l . FT Below Grade Walls _ • C3 Check hers r using this option and If project meets .5 requirements for the ConcatelMasonry Option. see Decision Fbwched(owr) for qualifications. Enter requirements for each quullfyhp assembly In the table below. cm OV e. Floors over Unconditioned Space Slabs -on -Grade ` CENl / _ F O .4 Radiant Floors N/N Maidmum U- .Mors Opaque Doors D . Ccd Vertical Glazing Envelops Requiems is (enter vaues as applicable) Fully Mated/coaled space Minimum Insulation R- values Roofs Over Attic (sea over for definitions) 1•/44 • All Other Roofs Gross Exterior dhridod by Wal Ms j23O Opaque Walls -_- 311.4-5F l . FT Below Grade Walls _ • C3 Check hers r using this option and If project meets .5 requirements for the ConcatelMasonry Option. see Decision Fbwched(owr) for qualifications. Enter requirements for each quullfyhp assembly In the table below. �/,d„ N A Floors over Unconditioned Space Slabs -on -Grade / _ F O .4 Radiant Floors N/N Maidmum U- .Mors Opaque Doors D . Ccd Vertical Glazing 0 ,90 Overhead Glazkp N/A. Maximum SHGC (or SC) Vertical/Overhead Glazing L 1.0 Space Heat Type ❑ Elsctrlc Resistance Al E other (sea over for definitions) Glazing Area Calculation Note: Below grade vans may be bolud.d N the Gross Exterior Area E they are Insulated to the level required for opaque walla. Total Glazing Ma (Rt opening) (verde.' & ovethd) Gross Exterior dhridod by Wal Ms times 100 equals % Glazing 244-455 -_- 311.4-5F X 100 = 43. Concrete/Masonry Option C3 Check hers r using this option and If project meets .5 requirements for the ConcatelMasonry Option. see Decision Fbwched(owr) for qualifications. Enter requirements for each quullfyhp assembly In the table below. Project Info Project "dm 1702 1405r Vn*-ei' liK�I tvY o . 1 3 _c .rt tt.A. y 14N-- For Building Department Use Applicant Nam 1JG titAc..0"le gY et). Applicant Address: 1- •e LAT - S —LEY 4 1 b ' Applicant Phone: �y 6,A, 461+ v e nvelope Summz1 • 1 1 1 l• • • 11 • 1 • 111 Climate le 1 ■ ENV -SUM 10•7 WwwrMlsrr alas NMNMWnNI Gu Gn11rw Reny Project Description ❑ New Building - ❑ AddNlon Ef Alteration ❑ Change of Use Compliance Option ❑ Prasrxiptivs. 57f Component Performance (See Decision Flowchart (over) for quaiiflatlons) ❑ ENVSTD ❑ Systems Analysis SemPheat d space' Minimum Insulation R- values Roofs Over Semi-Heated Spaces' I N /6. 'Rehr to Section 1310 for qualifications and require Notes: _�„• --- PY„- Mt Wan • Jowl NS plcl GaLi • M Inson Mate/Me 0paqusWM , . R41 , rtd Bsl wpavale R -10 B.bw jade vale (cltil R41 Rocs over Elliot R30 N olmr rocs R -21 Floors owoondap. R•19 : • ar 9labaangrad. . • R•10 Radlerllbors • R-10 Bo Opaque as UO.eo Glazing Maria Met? Glazing Vat 0H Area % U U SHOO 00.15% 0.90 1.45 1.00 15.20% 0.75 1.40 1.00 2030% 0.00 1.30 0.65 30-40% 0.50 125 0.45 N Intuition Mtallsd7 ' Opegue■Atle . R•1$ • Ebbw grade vale (el) R-10. Now grad. was (eery R -19 • Roos oar aeb Ra s e N Otter roofs R-33 ' Rims ear utto nd R30 :' 9atecogtade • R•10 - Atari floors R•10 - Otago doom U-0.03 Gluing Criteria Mar! Ginty Vet 0H Area % U U 3100 00.20% 0.40 0.60 1.00 �� vwamnaro^ Envelope Summary (Lack) Climate Zone 1 ENV -SUM 11167 wesnm a glon Seto Hamr llanlll Ilnurgy Cade Com$ ma s w Fs Decision Flowchart for Prescriptive Option Use this dowchen to determine If project qualities for the optional Prescriptive Option. na If not, either the Comport Performance or Systems Ana na Analysis Optb must be used. 1382 knee Hest Type: For the purpose et detarm ining building wakes rsquwsmsr the rodovAng tws atqulee owls al apace MaWM types: Other: AM attar r a hosing spawns Including pi scald fuel, ad, and rop pane awn Mani Mani Marrs and arose systems lewd In the • s aac.ption b Means resistance. (continued at right) vale R -11 Al 1nM11aon YtMeMd4 Gluing CrMatta Mel? G*m1 Vat 0H Atsa % U U $IGC 00-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15.20% 0.65 1.30 0.80 Al bouillon Wake Oilers Mel? Glazing Vet 0H Area % U U 3100 00-20% 0.40 0.00 1,00 All vale R -19 Lisbon' no 0-N Cornment Performance or Systems Anthill Rewind yea Concrete/Masonry Option* Assembly Description 4_ • .' s Wall Heat Capacity(HC) Aeey.Tag HC" Area (el) Totals Area weighted HC: dMda total of (HC x arse) by Total Area HC x Area First Edition • ,Iwia 1eN msu *s Raalwna« spent heelM roams nth* use 'WAG resistance swum is lro Orrery &MwM wenn bdu1MM baseboard, radiant and tarosd air unload** eta tree death radalma heat apadty salads 1.0 Me of the grads *millions/ Ow area. Manidden: Heat pumps and terminal elsetb resistance heeling h variable see volume distrlbudon systems. no •If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Opfbn may be used. - "For framed wade, assume HC ■1.0 unless calculations are provided; brad other wads, use !section 2009. • Pv*sct Address 17;07.4. Y''!eor 04#-LEY NIC71-ki4A -{ Date 7 Space Hat Type ❑ ..... 'AL-a For Building Department Use Glazing Area as It gross exterior will area 8• % Concrete/Masonry Option Cl . Erwo ' Building Component List componerts by aseemby ID & pegs $ Proposed UA U -factor x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) I !P.n U■ O.e10 Plan ID: 1.4 - WAt..t. A2.% U. 0.10 Plan ID: 5 - tea. Ail U■ 0.90PfanID: E U■ Plan ID: W Plan ID: U■ Plan ID: ,. • o.eto en .9 0 O) sI I7 — k t O4 z rj- •• so 5.3 9 3. (o 48.0 % iialetg A I <," > k� S %- ^ kl,Xlf ::. ;:....::•...: ;,: "..:,$;� .< >:. , <%i , ,::: 1 > 400004.01/01Y` (�1 2.? I 13 i U= Plan ID: U= Plan ID: • ' 1.1iOT•tE_ U= Plan ID y _... Us; Pan ID: • s 's , x . ,s� . ix ' ;# 'U5 r . ..:.Y$xx" � '4: •'w r . ,. x , rare; ; , ,.3 ,::.$ „_ ” # .'., rx• » :'k 1Oy1!t( s x { * 41st -, 4 0.I s M A� %. 7......z.......- r :s g W Pan ID: "CD/A"- U= • Pan ID ' I . . U= Pan ID: U= . . Pan ID: _ .. . ,{•vn� U= p.yp Pan ID: 101.1 A.2.1 U= Pan ID: A8.1 U= P an ID: 1 •;foO 7 21'5F = 12.Co ....._._. ... - > ' :; >;` � $ f wx rii$ $ n S } lY%'! n M!if } ,:,: >s , ::: $'t # > ( Y e) , ~: ks v . ..-. • . •.z<::;n$, ..:.:.,........:....:...,... �o �OOb Rig Plan ID: R■ Pan ID: 14/ R= Pan ID: • .. . .. ,,,, TfIG • f`'s :':Ef` :;;Ef 1 40 0 21 ono R= 30 Pan ID: Qe • Ar2.1 Plan ID: A. 3.1 R■ P R= Pan ID: .. O. orp X 3Z Z+lw 14.1 .'Z. :# Cai414I1fM1+ : r ! . ' , < s` :::,:4;.• r #$ _•, R■ 1cl Plan ID: p. - p.1^,14.. A2.1 Rs Plan ID: S -- ►^'s- A2.1 R■ Plan ID: V - V` .• A1.1 R= Pan ID: ■ R Pan ID: R■ Pan ID: R Plan ID: R■ Pan ID: •S angel Nod. Sum of Target pare should 0. 14'< 1Z30 4, 44. K 1243.. 4. 1 —x ‘ ---- 3124 ual T w Wag �M DPa4 — 172..2 1 74. 02. = ' i . 14— >F R e � l`< >C�Itff ` : • < : G t ` :ss::::. s > ! < • I!Mgililts " ?> 4:1' > ^ss > ?` »'j: ."::; C, :r (ItM • r ; :S. N G t 2 : >.: :: > : .................... .... . M sae back) Ma c ) liNeM ovele *ape R■ Pan ID: R• P ID: R■ Plan ID: /� ■ R Pan ID: Note. Insulated b suss Ind o nu for opaque 4 Is I w veal let above With w walls 1 oW 4 ; eb4clRiSI 011 srHs IIf � ��s , . - vin JOAO uoo13 R■ Pan ID: R■ Pan ID: N R= Pan 1D: Rs Pan . . ...........:. :,. s • €1 iectllG R •.:Cl1NG:IN1 t1 ; : <'• 064; , .: , w :::( 1.02: :: <; • ..... .:. g a A La 1•• R. 4,5 Pan ID: A Z .1 R. Plan ID: Roo Pan ID: R■ Pan ID: C•�iX a 2co'.. F . . I q8 .. , Eiactx(c NSht::' .....: , ......: : F.0.54 l F+ 34 : ::: sea TablwAS4 lc rri srt1IoarVatus s." Totals •781 grob .5(p Totals 2141 For compliance: • • A . 1 . • 1 •, l ' \ • 1 I i • / • • • 1 ENV -UA Envelope UA CoIc'ptions Climate Zonel a..a wssreir FM Ealmon • Juno taaa 1) Proposed Total Ma shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. • • • 1:00. ,:t 2:00. , 3: VG. .2_15 4: C7 5: / / 24,... 6: Glazing Lit components by assembly ID & page 0 Proposed SHOO SHGC • x Area (A) a SHGC x A Target $HOC SHGC x Area (A) • SHIM x A 1 Plan ID: 4 BA Plan ID : Plan ID: Plan ID: Pion ID: Plan ID: Pion ID: Plan ID: 1 )c 2 . r.r. Z 6 r7 . •,,,,,, r. .: 7: 45 ::: , ' ■,:" ... . .,.. "C ,,, , ,, 42.. C.. - not ..:-As.:,---:1•:.14.--:.:*:;ximi:.•:::, f"'" trt; ii '''''• - - • - : •..:'z ':•:?4:c: +.04 .', .4.. 41::-.:.0,.. ..1gWO.;=';'ii•-. .; ..,-, . ' .. •.: • 'Note: ManufactureeeSC may be used in Ileu of Totals '. • 276 2 7 , Tatalsi 2. 7V 170 1 1 • I • I • .• 1 Envelope SHGC Calct. tions 1 (• Climate Zone ENV-SHGC 1117 Weeninston Sista Newesisensei Energy Coss COO•fiened Target Area Adjustment Calculations Glazing Ma Opaque res Gross Exterior AU Area 17: 1 2 gre, 1 Roofs over Attics Other Roofs For °amplifies: Proposed total SHGC x A shall not exceed Target total SHGC x A n'oposed New Numbered values are used In colouldions below. Roofs over Attics Other Roofs Max Glazing kern (Table 13-1) 1 Proposed Opaque Area 4: e 5:' •Z*2.4 18: 5/24- 100 1 18: I 2r-AD 1 TargM 00 1: 10 e, • 1 tt: Tots' Tatge100 Area (sum 010 + 1111) , Proposed Opsqu. Area FRoposod VGA,.. • 11 • 1 e • 111 Medan Taiga; • Glazing Area = 17: rzie, Targetgiiirmitather Roofs $ lesser Target VG Area (circle) = 8 : 12-rot, Iggtoompiiii1 NIA Target Opaque Area ,14W2:44. Target VG Ares Target Opaque Area + 13: Q.7, 1 - 1 / = 1 Nate: If than is more than one type of w al, the Target VGA.. may be distributed among them, and stipends Target Opaque Areas found. First Ellen • Juns 1111 Note: 00 overhead gluing VO • verlicel glazing For Target Ws, circle and use the leaser values bath here and tmeow Target values WWI tisiabolobiage of this form. ufgelrafbitmosiirltb Wiliesartple tupplIalblogIVIWISPIesteigisimmitime 'brim . Protect Address 17C, 1^11 ✓Al Le•-e 1- 1164-1 re , Date 7- (3-99 The following information Is necessary to check a building permit application for compliance with the building envelope requirements In the Washingbn State Nonresidential Energy Code. Applicability I Cods 1 (circle) Section Component Information Required Location I on Plana Building Department Notes GENERAL REQUIREMENTS Sections 1301 -1314 •• Pe 5ncon•i on -• spaces i•en• • • on pans) a ow- • 1302 pace heal type r• 7 •.• . Electric resistance .^+ no UAL. • er n • ica a on p ans a - - nc r -- . ance - a n • 7 "":".. 40.1 A 1 a.a. emidleated spaces Semi- heated spaces identrffed on plans d allowed ® insulation no n.a. ye no n.a. I17,1R1iTiiflIrli•;i • • •' i ng ins . n•ica a •ensi des an• earances . n• ca a - - va ue on roo = ions •ra'ics an• • i er • • -; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A•113 4 ao n.a. "a nsu a on n • ca a - -va ue on wa - , • s; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry waffle as neoesa; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; A3.113 , you no . 1311.4 1311.5 Floor insulation Stab -Go -grade floor indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block • airflow through foundation vents Indicate R -value on wall section or tounmatfon detail; indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation Is protected . yea no 0 yea no n• 1311.6 Radiant floor indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Ci0 no n.a. 1312 ' Glazing and doors Provxie calculation of glazing area (including vertical and overhead) as percent of gross wail area A3.1 II no n.a. 1312.1 U- factors indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings /4 8 1 no a•a. 1312.2 SHGC & SC indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 06 TA(Aig7 1313 Moisture control n.a. 1313.1 Vapor retarders indicate vapor retarders on warm side /d3.11 M no - n.a. 13132 Root/ceiling vap.ret Indicate vapor retarder on roof section; Indicate vap. retard. with seated seams for non -wood strut. A -4.tom no n.a. - 1313.3 1313.4 Wel vapor retarder (Indicate vapor retarder on wall section Floor vapor retarder indicate vapor retarder on floor section A3,1rs, yea no yam no n.a. 1313.5 ' Crawl space vap, ref. Indicate six ml black polyethylene overlapped 12' on ground 1314 ' Air leakage n. a. 1314.1 ' Bldg. envei. settling indicate sealing, caulking, gasketing, and weatherstripping A2.1 sg no no n.a. 1314.2 • Glazing/door sealing Indicate weatherstnpping 42.1 yea no 1314.3 ' Aasemb. as ducts indicate sealing, caulking and gasketing PRESC IPTIVE/COMPONENT PERFORMANCE4S ns 1320-23 or 1330 -34) Y no Envelope Sum. Fong Com and aHact vide componen performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1994 Washin • ton State Nonresidential Ener• Code Com • flanks Form Building Permit Pohs Checklist ENV -CHK 1 U WyMn5lon Its NomsUdarnlal Envoy Coda Conpll•nce Forms s circled for any question provFde explanation: Are EdIUon • Juno 1555 1997 WashIn ^ State Nonreeldentlal Ene •■ Code Com.Ilan► corm Building Permit Plans hecklist 1N7 W WUngwn Slate NonrasMantlal Energy Coes Compliance Fame ENV -CHK FNp rase • June Envelops - General Requirements 1311 Insulation 1311.1 installation Requirement,: Al insulation material, shal be installed accordng to the manufacturer's instructors to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the ful component area to the intended R- valus. 1311.2 Roof/Coiling Insulation: Open -down or poured locee- fil insulation may be used in attic spaces where the slope d the ceiling is not more than 3/12 and there is at least thirty inches of dear distance from the tap of the botam chord of the trine or ceiling joist b the underside of the sheathing at the roof ridge. When save vents are installed baffling of the vent openings shal be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the rod /ceiling assembly shat be insulated in a location other than directly on the suspended ceiing. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shal be face stapled 1311.3 Weil Insulation: Exterior wall cavities isolated during framing shall be fury insulated to the levels of the surrounding walls. When instaled in wood framing, faced batt insulation shal be face stapled Above grade anterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shal be inetaied a permanent manner in substantial contact with the surface • being insulated Insulation supports shall be installed so spacing is not more than twenty -four inches an center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab-On-Grade Floor. Slab -on -grade insuation installed inside the foundation wal shall extend downward from the top of the slab a minimum distance of twenty4our inches or . to the top d the footing, whichever is Zees. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected Exception: For monolithic slabs, the insulation shal extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Roors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minmum distance of thirty -six inches or downward to the top d the footing and horizorta for an aggregate of not less than thirty-six inches. If required by the bulding official where sal conditions warrant such insulation, the entire area of a radiant floor ehal be thermaly isolated from the sal. Where a soi gas contrd system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermaly Isolated from the sub -floor gravel layer. • 1312 Glazing and Doors 1312.1 Standard Procedure for Determination al Glazing and Door U•Factors: U.f actors for glazing and doors shall be detennned, certified and labeled in accordance with Standerd RS -31 by a certified independent agency licensed by'the National Fenestration Rating Council (NFRC), Compliance shal be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shill be production Ins urits or representative d units as purchased by the consumer or contractor. Unlabeled glazing and dons shall be assigned thedefatit U -factor in Section 2006. 13122 Solar Feat Gain Coeftldent and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be deterred, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, icensed by the NFRC. Exception: Shading coefficients (SC) shill bean -. acceptable alternate for compliance with solar heat - gan coefficient requirements. Shading coelfidents for glazing shall betaken from Chapter27 of Standard RS-27 or from the manufacturer's test data.... 1313 Moisture Coned 1313.1 Vapor Retarders: Vapor retarders shall be instaled on the warm side (n winter) d insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 d the nominal R -value between it and the conditioned space. 1313.2 Roof/Calling Assembles: Roof/ceiling assemblies where the ventilation space above the insulation is leas than .. . an average of twelve inches shall be provided with a vapor retarder. Rod/celing assemblies without a vented airspace, where neither the roof dedc nor the rod structure are made d woad, shall provide a continuous vapor retarder with taped seams. - Exception: Vapor retarders need not be provided Mere all of the insulation is installed between the roof membrane and the structural rod deck 1313.3 Wails: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Room: Flocrs separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground Dover of six mi (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shal extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the craw$ space has a concrete slab floor with a minmum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to bolding elements separating condtioned from unconditioned spaces. Exterior joints around windows and • door frames, openings between wails and foundation, between walls and rod and wal panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the bolding envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing • separating condtioned from uncondtoned space shell be weatherstdpped. Rxed windows shall be tight flung with glass retained by stops with sealant or caulking all around Exception: Openings that are required to be fire resistant. 1314.3 Building Assembles Used as Ducts or Plenums: Building assemblies used as ducts or plenums shill be sealed, caulked, and gasketed to limit air leakage. DATE SENT. C■ 1 k COMPANY SENT TO DESTINATION FAX: ALIMIECKN; FAX MEMO SHEET (zoA -431 3( EBOst NO .OF,PA . _S. REMARKS: I�1 C r1 4 ,, k- ,; c £‘•., ,- y o,,,r Zkle-S I S ..4 .JV 1 • tw+ ..'e •• -t '1 rn•ezZar�� ,. reJ \ Sup t‘.5 W 1 Li' t1.'L'J-'4'd • • Wt. I.> 1600 DEXTER AVE N.. SUITE A' ,. P.O. BOX 9089 SEATTLE, D8100 (206) 281-7227 AK-- 201 -09TO 410 CPSS I ad Ju JOSEPH S. 1 S/MMONS CONSTRUCTION i NC. RECEIVED DEC 0 71999 COMMUNITY DEVELOPMENT FROM : JOSEPH S SIMMONS CONST INC 12 X P9 (z) -7 0 II 0 i i i ' _ I `► .....__. I i I ; , ! ..,_ I 1= I I I 1 ! , ,hill i 1 • 1 I 1 i f I • - + i i 3 1 = } --- r - -- -. - i i I i I . n0A )INVH1 •( op awn pM BupuM ul en Ianuo a mold mod tiw mew lou coop ol41 n a.. I . 1 • i ..�...... ..................- ZZbZ•F8£J£9Z I .........L..... j .....?... ,...,�....._... .. ...... f I) o I2uoulH ... I urnol PIO .y � i • n l 4 I . : . £0026 VM 1WO381 0 u71n /�Zi01M ! 1 1oa'S 410 6'N SI.Z Z i ............l.. _ ..._.._...._....._.. ...........---- —' • - �_.... -1 . 1.-. . — !• . ....y am i .. ... owaV auoydejol0 • swum! 6ujleoyy 0 wnpuvloweyy O mutt sticiarofrJ t o ova [] zoo/zoom 1X2, i j... • i t j ; : I I ; N'I�i N MWooridligovi . .. . . . 4 . i _... . ... I i .; I .. I.., a = ...I. i I i= ; I ' I I ; I FAX NO. : 2063620118 Dec. 07 1999 04:11PM P2 'ON d 9NIV3311IDN3 'IONV ; • 1 • 1 99N 163 631,1A014 Pwiriv .. .... .... ... ... TAW WOO :od 5eldo3 13614e1 ZL4z ROO OCZ VVJ 1M :0T oa /I n:7T • 1 V Date: 81,9 wart q' (t •• U> ` r .L , • c, • r, t , u Copies to: CAI \I Of 1010 SE? 2 3 1999 Rll1L�ING ONISIQN ............. - ■••• __ dMI , nfl • •■ � � r 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383 -2422 253/383-2572 FAX Project --,C tlh(A}iN E RY Subject M ET/ A 1 Mg With/To Address • • No. 9( ..:1 9. Phone Fax # # Faxed Pages I a If this does not meet with your understanding, please contact us In wri b ..._. Wi .,�._ H gy p. .. . * 3 3 I I ~ i4 •-f- j • 0 1 ( , I ❑ Page I of 7 Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo l --"1" .... -,. _.._ R E IV ry � q �ry t �I y... ...._,.. CITY �� 1 Vf�`• i I PERMIT S CENTER ev / TMA� K'1�Oti:" C i o � Lis l Date: By: Copies to: Old Town Historical District 2215 N. 30th Street Suite 300 Tacoma, WA 98403 253/383 -2422 253/383-2572 FAX T Project 4G KVA la ( No. I I-. 218 . ZU Subject ME Phone With/To Fax # Address $ Faxed Pages A o to ' 5"a o + , ' M ... . ...... ��p:...... 3 ....vl ❑ Page z 01 S ® Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo If this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. Date: Copies to:. 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX Project(- id* MaLH It E Fie No. Subject £" t 6ZZP P IN* Phone With/To Fax # Address 0 Faxed Pages __._. ;I _ _ -a_._._ ____. .__._.._ 1 1 I I. . ............... ............:.... 1c1M - 1 N.. 441 % : ........i..........1.... fre . �rA.. .. ... R •• , aN &PAO' i,v mF Tukw 2.0..19.. �....... RM CENTER If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. • I w,44-ofe Loki, + r _L i t .PP► { _AGII _1 - -wtt _f.l: _Pia pR- 1 vEi _ -PP Te_meff� .. _ -• 11 1206 1 1 . ❑ Page 3 of 5 g Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo Date: 3 , i f I I tvs 4 4 I ref?... Copies to: _.._.w_ tro Pft I i 5 P1?CIER .............................. ............................... I S.W. ... ? . c .. / t,me 2215 N. 30th Street Suite 300 Tacoma, WA 98403 . ......................... ............................... Projec( NC- rat AIR 1Pleg -ir Subject rt t tt P.• t W� With/To 0ld Town Historical District t-l-yr p 1 �........... 253/383-2422 253/383-2572 FAX Address 1 � ► , vitAk pER.P kt (OPAL #4.3P . .V� No. l ., 1 -1 B • ZU ❑ Page of S Phone ❑ Calculations ❑ Fax Fax e ❑ Memorandum e Faxed Pages ❑ Meeting Minutes ❑ Telephone Memo E _ts1..._PER- P i i _. I I • f f :..___..__........__.._... ....._._._i_...._.._.____..__._ _ ___4___ 0 r r rc fir- PU- P _... ► _._... r _ P•1A0,g. ..P>_ND...Y.....NP11 1N6.... i ___....____..__1 I I ► FiE=- P ..._.. __.._._._......._.__....__ 1 -71....:.. rEi j- .... . .............._ ......................_ ..._� I . R CEIVED ) p••• T .M(W S C #r i E PER IT CEN Eft If this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. Date: slem S j t 1► � E i 3 I' 44 *" Past sup p °P-T 2215 N. 30th Street. ...............................:.......... ...:........._..` Suite 300 Tacoma, WA 98403 . ................................................ ................._...........;. Old Town Historical District 253/383.2422 253/383.2572 FAX Projeci : rL rutc4tioeor No. _5 IA .20 L Subject PI e l.E Phone With/To Fax # Address # Faxed Pages 1 Tom►5 "R- b t ... (... o ! ......P...i- A.N.... ... . ..t.ci a P RMIfifi CE T If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. ❑ Page S of S RI Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo 1 __E 01/14/2000 08:32 253863585C January 14, 2000 Ken Nelson City of Tukwila Building Department Phone (206) 431- 3670/Fax (206) 431 -3665 RE:. Building Permit D99 0243 N.C. Machinery Company — Remodel 17025 West Valley Highway Dear Ken, Room 201 is an attic area to be used as noted on the plans. Please delete the term "attic storage ". Sincerely, Hansen, Hansen & Johnson a 0--- Andrew Orsen Project Architect Cc: Todd @ Simon Construction Fax (206) 362 -0118 • Hanss Hanson i Johnson • 15 f I Memammens hAnF1Fa,ko so (233 883 FAX 48n3. :5004 office supplies- records storage. It is not a "mezzanine" references to "mezzanine" on the Mans and replace with f a Vo 0 0 1/0/wco ix August 13, 1999 . Darryl Rootvik 17035 West Valley Hy Tukwila, WA 98188 Dear Mr. Rootvik: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0243 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0243 NC Machinery — South Building Office Remodel 17035 West Valley Hy This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions 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 (206)431 -3672. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 BUILDING DIVISION REVEIW Date: 08/12/99 ProjectName: N C Machinery Permit application Application #: 099 - 0243 Plan Reviewer: Ken Nelsen, Plans Examiner No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 Please address the following comments in an itemized letter of response and submit applicable revised plans. 1. The mezzanine level must be labeled the plans for an intended occupancy use. 2. Complete structural details must be provided for the mezzanine construction. Include footing / foundation requirements, framing connection, brace details, etc. 3. Construction drawings of the stairs are also required. Drawing details should show the stair rise and run measurements, handrails, general construction of the stairs. 4. Depending on the occupancy use of the mezzanine, it may or may not be approved to exit down the stairs and through the S -3 occupancy area per U.B.C. Section 1005.2.3. 5. Plan detail have not been provided for the infill of exterior walls areas previously open with roll up doors. 6. The Washington State Energy Form submitted for the building envelope should also include documentation of the lighting requirements per WSEC Section 1132.2. ,.. t;R.,hr .x .. ri,lr• +r•):S;rl`:,:;',4i ��yS`A.�')f; : F. �'.• nw Yii,�6;�a �N1.'ix::,�•�;�;'iE'� ,.. .� ,��r w :+ ,.tE:.'.:'.''��.`"��..k ° cr" .'�.rl;"•. ",�x'. �, �.,„, Y , .� v i!->.y •:. . ,.�)>Zi. J . L.. •.� r .r�$,� L..;'.t.n�J`�, DEPARTMENTS: 1 Buuiild� i�ng, Division B J`r) Public Works Complete Comments: TUES /THURS ROUTING: Approved n \PRROUTL.DOC 5/99 PLAN R VIEW/ OUTI SLIP TIVITY 'NUMBER 099 -0243 DATE • '8 -24 -99 PROJECT NAME NC MACHINERY Original Plan Submittal Response to Incomplete Letter# X ` Response to Correction Letter# Revision # After Permit Is Issued Fire Prevention Structural Please Route T4 Structural Review Required n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE 8 -26-99 Incomplete n Not Applicable Planning Division Permit Coordinator No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9-23 -99 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 - 0243 DATE: 7 PROJECT. NAME: SOUTH BUILDING OFFICE REMODEL XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Bui • in Division g Public Works tTfll 7 -1s -• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route Approved Peirryii4 0-00 0 :1 3 _ PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention AWC- 1 -2 -H 4 3 Structural Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: Approved with Conditions a Not Appro d (attach comments) DATE: vIVAAIM W l 114 -i cf REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions V'RROUTE.DOC 5/99 eft- Planning Division % 1 -)541 Permit Coordinator DUE DATE: 7 -15 -99 DUE DATE 8 -12 -99 n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Date: Bw' z5 - cf c i Summary of Revision: GVAGI «Ilearova } oho rt� co tit City of Tukwila ❑ Entered in Sierra on Q - 2- ............ii --- ••■.. • .,.,...y.. Deportment of Community Development Steve lancattet; Director Revisloa subnsittds Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Plan Cheek/Permit Number: I• OM. ❑. . Respotse to Incompfete Loiter M X Response to Correction Letter M ' ❑ Revision 1 after Permit is Issued Project Name: Keg 1 40141inet Project Adds fit tVaAl Contact Person: Pitone Nu>hber: • I.' lah -k t tarns • ;•M 3. r iu aike • 1c:, t011 V r —VI • 1 Sitrix John W. Ratty Mayor Sheet Number(s): 1 (364e "Cloud" or highlight all areas of revision including date of revision RECEIVED Received at the City of Tukwila Permit Center by _,. L CITY OF TUKWILq AUG 2 4 1999 PERMIT C 6300 Southcenter Boulevard Suite 8100 • Tukwila, Washington 08188 • (306) 431 3670 • Far (106)431.3665 RttnEa.i City of Tukwila Fire Department Review Control #D99 -0243 (512) Dear Sir: July 20, 1999 Re: N.C. Machinery Company - south building office remodel - 17025 West Valley Highway Combustible material shall not be stored in exits or John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 City of Tukwila Fire Department Thomas P. Keefe, Fire chief Page number 2 exit enclosures. (UFC 1103.3.2.3) 3. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 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 #1742) (UFC 1001.3) Call the Tukwila Fire Department at 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 #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .57$4439 Any overlooked hazardous condition and/or violation of the • adopted Fire or Building Codes does not imply approval of • such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file • ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Parlc East • Tukwila, Washington 98188 • Phone:(206).5754404 • Fax (206) 575-4439 ' ••)-',. • • '; • .• • 01/14/2000 08:32 2538635854 Ken Nelson City of Tukwila Building Department Phone (206) 431-3670/Fax (206) 431 -3665 RE: Building Permit 1399 0243 N.C. Machinery Company — Remodel 17025 West Valley Highway Dear Ken, Room 201 is an attic area to be used for office supplies- records storage. It is not a "mezzanine" as noted on the plans. Please delete 'references to "me on the Mans and replace with the tern "attic storage ". Sincerely, Hansen & Johnson L Off✓ e7AAA.`— Andrew Orsen Project Architect Cc: Todd Q Simon Construction Fax(206)362 -0118 tenser Hansen 6 Jobnaan (25318.8126 �� F4X4S53.,Na • jar Hanson Monson & Johnson 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX (253) 863-5854 Project Title N C IS MACHINERY CO. SOUTH WAREHOUSE REMODEL Tukwila, Washington Sheet Title Title Sheet Project No. Naos Dote 23 August 1 999 Drawn MGF Checked 01 File No GO- on Scale 1=1 0 1/2 1 1-1/2 2 INCHES Print Date Description Revision 1 Revisions A nrigusl 1999 Added SI to Occupancy 1594 --- \ ARCHITECT 1 RCISTERtD \ LEROY W. HVOILI1 STATE OF WASHIRGTON COM PERMIT CENTER I AO 1 I i 4 PROJECT TEAM OWNER ARCHITECT STR""T'AL ENGINEER GENERAL CONTRACTOR N C MACHINERY CO. 7:C5 ASS` iALLL.PY 44 ;5188-5519 :, 25-5531 HANSEN, HANSEN & JOHNSON zac rtz,AR 1P 0 aci,x 1008) sumiNEF, ogs4-48lGTON ' 98390 TEL; S83-812.5 FAX: i',253; 5E3-5554 AHBL GEOFFREY HODSDON. P.E., S.E. 2215 NORT1-i 30TH STREET. SUITE 300 TACOMA. WASHINGTON 98403 TEL: (253) 383-2422 FAX: (253) 383-2572 HHJ CONSTRUCTION, INC. 1230 FRYAR AVE. (P.O. BOX 1008) SUMNER, WASHINGTON 98390 TEL: (253) 863-8126 FAX: (253) 863-5854 N C • TUKWILA, WASHINGTON VICINITY MAP UNIFORM BUILDING CODE - 1997 EDITION OCCUPANCY: 8, Si, S3 TYPE OF CONSTRUCTION: TYPE V N HIGHWAY TUKWILA, WA 98188-5519 LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 6 AND THAT PORTION OF GOVERNMENT LOT 3, SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M, KING COUNTY, WASHINGTON, LYING WESTERLY OF THE WESTERLY MARGIN OF SECONDARY STATE HIGHWAY NO. 5-M (WEST' VALLEY ROAD) AND SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE CENTER OF SAID SECTION 25± THENCE WESTERLY ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 897.56 FEET TO THE CENTERLINE OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RNLROAD COMPANY AND THE OREGON-WASHINGTON RAILROAD AND NAVIGATION COMPANY RIGHT-OF-WAY± THENCE ALONG SAID CENTERLINE SOUTH T 40' EAST 517.4G f Eti± THENCE NORTH 46 27' 30 WEST 505 FEET, MORE OR LESS, TO A POINT ON THE WEST UNE OF SECONDARY STATE HIGHWAY NO 5-M (WEST VALLEY ROAD) AS NOW ESTABUSHED WHICH IS THE TRUE POINT OF THE LINE HEREIN DESCRIBED± THENCE ,CONTINUING NORTH 46 2T 30 WEST 615 FEET, MORE OR LESS, TO THE WESTERLY LINE OF SND GOVERNMENT .LOT 3 AND THE TERMINUS OF THE LINE HEREIN DESCRIBED. SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PROPERTY TAX PARCEL NUMBER: 252304-9046-07 SITE AREA 26.Z ACRES PROJECT DESCRIPTION THE REMODEL OF 3,200 SF OF UNSPECIFIED OCCUPANCY TO . OFFICE (9) U-SE INCLUDING DOOR, WINDOW, PARTITION AND SUSPENDED CEILING REMOVAL AND CONSTRUCTION. THE CONSTRUCTION OF A ONE HOUR' RATED PARTITION BE1WEEN NEW OFFICE OCCUPANCY AND EXISTING S3' USE THE CONSTRUCTION OF k STAIR AND LANDING AS ACCESS TO A NEW 640 SF MEZZANINE STORAGE (51) SPACE ABOVE NEW OFFICES DEFERRED SUBMITTALS . . THE FOLLOWING PLAN SUBMITTALS WILL BE PROVIDED BY THE DESIGN --BUILD SUBCONTRACTOR TO BE SELECTED MECHANICAL, PLUMBING ANb HVAC SYSTEMS. MECHANICAL ENERGY coor (CHAPTER '14) CONFORMANCE SHEETS. ELECTRICAL, UGHTING., AND POWER PLANS. LIGHTING BUDGET AND LIGHTING ENERGY CODE (CHAPTER 15) CONFORMANCE. SHEETS. FIRE PROTECTION PLANS. ENERGY CODE INFORMATION THE DRAWINGS MEET THE 1994 NON—RESIDENTIAL ENERGY CODE FM/ELOPE REQUIREMENTS (CHAPTER 13Y FOR THE CONDMONED SPACES OF THE NEW BUILDING BY COMPONENT PERFORMANCE METHOD. (SEE CALCULATIONS) . ELECTRIC RESISTANCE HEATING NOT ALLOWED SYMBOLS LEGEND STORAGE ROOM RALE SECTION OR DETAIL MARK 1135 ROOM NUMBER SEE FINISH SCHEDULE }— LAST TWO NUMBERS = SECTILN OR DETAIL NO. L()} SHEET NO. < INTERIOR ELEVATION MARK WINDOW TYPE 4A7, 101 SEE WINDOW SCHEDULE LtST TWO NUMBERS = ELEVATION NO DOOR NUMBER SEE DOOR SCHEDULE DRAWIINIG INDEX TITLE SHEETS A0.1 TITLE SHEET, PROJECT INFORMATION ARCHITECTURAL A1.1 SITE PLAN A2.1 FLOOR PLAN, FIRST FLOOR & MEZZANINE A3.1 INTERIOR & EXTERIOR ELEVATIONS & BUILDING SECTION A6.1 REFLECTED CEILING PLAN A8.1 FINISH, WINDOW & DOOR SCHEDULES CITY OF APPROVED Sp/2 3 1999 JK BO DING DIVISION c'EPARATE PERMIT REQUIRED FOR: )6kIftilECHAN 'ELECTRICAL LUSACtk! ccfy Ei`JA.Ditgl 1 understand that the Ptah eek acr3,0)..fs.r. I 1 .uti:ect to errors and omissions and approval of Oar. does not author', the violation of 800 \ adopted code or ordinnce Receipt of coo. \ tractor' s copy ot approved plans acknowledged. Sy . Date Dcloi 021479 I *mow f Johnson 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863 -8126 FAX: (253) 863 -5854 Project Title 14 1 MACHINERY CO. SOUTH WAREHOUSE REMODEL Tukwila, Washington Sheet Title Si-r r'LAki Project No. Date Drawn Checked File No. Scale to =' iiiiliiMEEEI 1/2 t 1 -1/2 2 Nets Print Date Description Revisions V StpKWHA AUG 2 2' 4 1999 KIT pFPIG� 14, /eva,SF ttt` 7I ° 4CJ�' -IL E± 24, 2I4. 5f :sot -E-5 STATE OF WASHINGTON 1 4WW I 1 I Hansen & Johnson 1230 Fryar Avenue P_0 . Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 Project Title N C IC MACHINERY CO. 1 SOUTH WAREHOUSE REMODEL Tukwila, Washington Sheet Title Ciro* CInnr 1 11 o I, 1 I!./1 Plan & Mezzanine Project No. 99A05 Date 23 August 1999 Drown HOF Checked LH File No. a2 dwg Scale 1/9' = — inleni 0 1 2 4 6 8 FEET 1 Print Date Description - Revision I Revisions A l r itig 1999 Added S1 Occupancy 81,-, iteuus4„__ *Stairs Added sheanvalls far mezzanine 8. ...frortl \ MIST \\ ARCHTEC■ 1.ERC1Y TI. HAM. STia OF WASHINGTON 1 •GEIVEct --.-- . oF TOKWiLA he'4 No. MIT CENTER A# AI AZ. I 0 (:) 0 ® -- e3 L F I e CONFERENCE ROOM 1 102 / — NEW 284 FURRING TYP / 6 12 1/2" 1V l/r OFFICE 1 1 104 21Y-D" 0 0 A2.101 FIRST FLOOR PLAN (EXISTING) SCALE 1/8".1 ENTRY 0 , 9 1/2' A3.107 , A3.1050 1 105 1 1 A3)6 S-0" dh H ---- 3 HIGH WALL. 13104 00- 0 0 r 20 9-1 3/4" 43.108 WOMFNS COFF R00 4 1/2" 4-4 3/4" ." Ekal we 1 EXISTING BUONO TO REMAIN EXISTING BULDING TO REMAIN 3/4" APA RATED STURD-1-FLOOR W/FACE GRAN PERPENDICULAR TO - '- SUPPORTS. NAIL VI/10d 06 AT BOUNDARIES& SUPPORTEO,EDGES & 12 IN FIELD PAIR 3 1 HOUR DOORS W/CLOSER 0 A2.103 FIRST FLOOR PLAN (REMODEL) SCALE 1/4"1 -0" 10CD 286 X6 0160C HF N OFFICE 3 109 2X4 016"0C ® HF NO. 2 STUD WALL TYP 'U N.O. 1831 & COPY AREA -r- OPEN OFFICE 5121 THIS! AREA ,DIVIDED INTO WORItTATIONS OWNER FURNISHED, OWNER IN, TALLED ELECTRICAL POWER, PHONE AND COMPUTER TO MODULAR SYSTEM CHASE 004 " FILE CABINETS & STORAGE CONNECTION L EXISTING 5" CONCRETE SUtB ON GRADE 2 STUD WALL-TYP U.N.O. 0 19 142 PARTITIONS TO 9,4r 040 SUSPENDED CEILING ONLY 0 A2.102 NEW MEZZANINE (REMODEL) SCALE 1/8.1 OFFICE 4 — (2) BUILT-UP COLUMNS PH. U.N.O. = OFFICE 5 (2) BUILT-UP COLUMNS PIP U.N.O. Trp TYP OPEN TO BELOW 20 80 -0 " STING 810.01455 TO REMAIN (3) BUILT-UP COLUMNS TYP 4x10 OVER 0 STARS: 15 RISERS* r, 13 TREADSO 9 EXISTING ELIDING TO REMAIN 3 HIGH SHORT WALL REMOVABLE RAILING 5 r LG 1 HOUR ,/ AS508BLY EXISTING BUWING TO REMAIN NOTES: Bo om , C DNISON HouR 1 DEMOLISH EXISTING SHED BEIWEEN GRIDS 4 & 5 DEMOLISH ENTIRE BUILDING'S ppginc, ASSEMBLY METAL ROOF (INCLUDING PURUNS & INSULATION). REPLACE WITH NEIN 01950440 SEAM METAL ROOF. COLOR TO BE SELECTED BY OWNER PROVIDE R-30 INSULATION VI/VAPOR BARRIER. RELOCATE DOWNSPOUT BETWEEN GRIDS 4 & 5 04 NORTH ELEVATION. 2 CAP OFF ELECTRICAL, PLUMBING & MECHANICAL SERVICES. DEMOLISH ALL INTERIOR PARTITIONS A140 FIXTURES BEIVIEEN GRIDS 1 & 5. INSTALL ELECTRICAL, MECHANICAL 8c PLUMBING NEW WORK & 4001F104TI0NS. REMOVE BUSTING SUSPENDED CEILING & DUCTWORK. 0 ) REMOVE EXISTING SIDING AS NECESSARY FOR NEW OPENINGS <D , INSTALL FRAMING TO ACCOMODATE NEW OPENINGS. CONSTRUCT 1 HOUR RATED (PER UBC TABLE 7-B 17-1.3) 1195111104 BOWEN NEVI OF110E OCCUPANCY & COSTING S3 USE. CONSTRUCT STAIR & LANDING. CONSTRUCT INTERIOR pARTmoNs AS SHOWN ON FLOOR PLANS. PROVIDE NEW POWER OUTLETS & POWER DISTRIBUTION SYSTIN. c" INSTALL NEVI WINDOW OR DOOR. PATCH ANC PAINT SIDING TO MATCH ADJACENT. <> ,C LATION 8/80408 BARRIER ON WARM SIDE EXTERIOR FUR OUT EXTERIOR WALLS TO ACCOMODATE NEW WORK. IF NOT PRESENT, INSTALL R-19 BATT INSU JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS & FOUNDATION, BOWEN WALLS 8c ROOF & WALL PANELS; OPENINGS AT PENETRATIONS 51 4,0105 SERVICES THROUGH WALLS. FLOORS & ROOFS; & ALL 09804 OPENINGS IN 1110 BUILDING ENVELOPE SHALL BE SEALED. CAUUKED, GASKETED 08 WEATHERSTROIED TO ogr AR LEAKAGE. 0 ' PROVIDE NEIV SUSPENDED CEILING SYSTEM WITH INTEGRAL LAY-1N UGHTING. PAINT PARTITIONS/PROVIDE ENSILES AS INDICATED. PAN: 'ARPET TO BE SELECTED BY OWNffr. SHEARWALLS: 1 I/2"APA RATED SHEETING 8/10d OCOC AT PANEL EDGES & 10d 012 05 IN FIELD PROVIDE 2X F00 BLOCKING TO UNSUPPORTED PANEL EDGE SEE ATTACHED 1--- STRUCTURAL DETAILS FOR SHEAR CONNECTIONS. r, STAIE Of ,IP.11,111,11/1)11 WHEW. WALL IS NOT A SHEAR WALL, ATTACH PILATE TO SLAB WITH .145 018 POWDER DRIVEN FASTENERS 812015. 08/23/99 052 pm 1 air Hansen, Hansen IS Johnaihi 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 Project Title N C Va MACHINERY CO. SOUTH WAREHOUSE REMODEL Tukwila, VVashington Sheet Title Clasinigevn. L.IGYCZLIVII0 Project No. 99A05 Date 28.1une 999 Drawn MU Checked LH File No. a3 dwg Scale 1/8" = 6i1 0 24 8 16 FEET PI Dote Description Preliminary 3 Revisions # 1 N '594 \ REGISTERED 1 i ARCHI1117 LEROY W. Mt. I STATE CF WASHINGTON --X 4, 410EIVEo tw%hstiAq. — I PERMIT CENIER," • AJ. 1 TOILET ROOM TYPICAL DIMENSIONS SOLID EILOCIONG FOR GOB BARS Typ TOLES PAPER SCALE SCALE 3/81-0" SCALE 3/8 G.W.B. G.W13, TOILET SEAT e6 fIrWrIMe A3.104 MENS SOUTH WALL A3.107 MENS EAST WALL PL LAM WAINSCOT acr PL 1.1111 // WARISCOT TYP ACCESSIBLE LAVATORY 91/ INSUUMED PIPES A3.110 WOMENS NORTH WALL HEIGHTS AND CLEARANCES ARE TYPICAL AT ALL TOILET ROOMS UNLESS NOTED OTHERWISE T.P Er spENsER R 1,WE1,7 FEAIMNE TOILET PAPER DISPENSER DISPOSAL COMBO. UNIT W.C. CONTROL TO BE ON SIDE OF FIXTURE NEAREST 10 THE LAV. A3.105 MENS WEST WALL SCALE 3/8 0 TO CONTROLS OR OPENING NAP. DISPOSAL 0 Gw.B. W.C. CONTROL TO BE ON SIDE OF FIXTURE NEAREST TO THE LAV. G.W.B. SCALE 3/8"=1 A3.111 WOMENS EAST WALL G.W.B. SCALE 3/8"-1 610E00I000 MATERIAL NANG-) TO 4' -O ABOVE FkM FLOOR FLOOR (MIN.) TOILET SEAT COVER DISP. 0068 00610 / - PL. LAM WAINSCOT TYP , MIRROR TOILET COVER SEAT RATNER A3.108 WOMENS SOUTH WALL A3.106 MENS NORTH WALL SCALE 3/8".1'-0" A3.109 WOMENS WEST WALL SCALE 3 A3.112 COFFEE ROOM EAST WALL SCALE 3/8"-1'.-0° 0 0 i 16-10 mrrr ,_9riiSH FLOOR FASTING SHED ROOF —\\ E EXISTING BUILDING TO REMAIN 1C-10" MEZZANINE • FINISH FLOOR " - 21'; FINISH_FL0013 IITIT1TITITITTFHTITif FFI F FITI ITI ITITTLI ITTTFIT FT TTI [111 [( ETTITITI 1 EXIST NG FEATURES REPLACE AS SHOWN TYP SCALE 1/8".1 -0" cr Aill Frill !MITI HITIT IT 11 SCALE 1/8".1'-0" t, -- r EXISTING FEATURES REPLACE AS SHOWN TYP 0 0 A3.102 EAST ELEVATION (REMODEL) A3.113 BUILDING SECTION (REMODEL) SCALE 1/8".1•--o* 0 151 1 16 Y OC SAT CLOSED OFFICE AREA JIL A3.101 NORTH ELEVATION (REMODEL) TITLI Ft fill FITT TM Trit FETITITrTr ITTIFTTMTHMTI {T 1 1 I A3.103 SOUTH ELEVATION (REMODEL) SCALE 1/8"=1'-0" EX STING FEATURES REPLACE AS SHOWN TYP (,) 0 1 8100 Z2 R-30 BATT INSULATION W/VAPOR BARRIER TYPICAL COMPLMNEW WALL ASSIMBLY METAL SIDING, R-19 BAIT INSULATION NI/VAPOR BARRIER, FURRING AS NECESSARY, 5/e GYPSUM WALLBOARD EXISTING CONCRETE SLAB 01 GRADE EXISTING BUILDING TO REMAIN GLAZING CALCULATIONS NOR04 ELEVATION = 80 X 16.83 = 1347 SF OPENINGS = (28 X 3) + 12 - 21 (DOOR) = 117 SF 1230 SF OPAQUE WALL SOUTH ELEVATION = 80 x 16.83 = 1347 SF OPENINGS = (16 X 5) + 24 = 104 SF 1243 SE OPAQUE WALL E/ST ELEVATION = 17.5 (AVERAGE) X 40.33 = 705 SF OPENINGS = 48 + 16 = 64 SF 641 SF OPAQUE WALL 3114 SF TOTAL OPAQUE WALL TOTAL WINDOW = 264/3114 = 8.55 WINDOW AREA 0 v sY 2 , 5 0\ ofr 02,00471/2199 IS Johnson 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253)863 -8126 FAX: (253) 863 -5854 Project Title N C V MACHINERY CO. SOUTH WAREHOUSE REMODEL Tukwila, Washington I Sheet Title Reflected Ceiling Plan Project No 99A05 Date 23 August 1999 Drawn mu Checked u+ File No a6 - dwg Scale 1/4" = 1' -0 " .. 0 2 4 FEET Print Date Description Revision 1 Revisions / p�� Revision 7 , 23 Augus1 t 1999 Added Stair Section & Not for :L'ghtng C IEGRITERED LEAO!f W. FtStis L ARCHITECT IF= OF WASHOL DN eet No. A6.1 a�-ar CUING HEIGHT EXTERIOR LIGHT TIXIINtE RECESSED 4-MAY HYAC DIFFUSER ... �. a TRACK EWING, W / . NI YIDE UGHLNG TO BE DESIGNED TO TABLE 15-1 OF THE W"EC PERMITTING A BASE UNIT UGHTING POWER ALLOWANCE OF 1.20 LPA USE OF FOOTNOTES 2. 5 & 7 IS PERMITTED IF CONDITIONS APPLY. 2' X 4' SUSPE1DED ACOUSTIC THE '/ CROW SROi& UtE DECORA1NE FIXTURE BY OWNER F,W Tir_R (eaiiL- NOIRTIED) DECOW119E FIXTURE BY OWNER PAWN POWER (CEILIN8-1118.) 2' X 4' RECESSED FLUOR LIGHT mum 1/ 24 -CELL PAMIBQUC WARS 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE W/ PUISIIC DFFUSERS 1" X 4' SAM OR PEND4NT MOUNTED FLUORESCENT LIGHT FIXTURE FLUORESCENT TUBE UNDER UMW CAMS FLUORESCENT TUBE IN LIGHT cow DECORATNE MIRE 8Y OWNER INCANDESCENT OOHS IN TOILET RMS HIGH INTENSITY DISPERSION FIXTURE SURFACE OR PENDANT MOUNTED A8.102 NEW MEZZANINE (REMODEL) SCALE 1/8 "= 1' -0" 1 IIM Nom L.I�Iiim �i 8' —r i • 1 = .._ MI A me s „yO 8' - lia, „ i r i 0 -, - mammon .. ris 1 SCALE 1/4' =1 -s” FAY &CO ' ' I1lilllTll FIT11 -0. • I4 Will coFFF rood a. � 108 m 8' ®' 8 "-O' Il ti' 1 8 0' I® g ► ► r IMP= 11u►1u1111111 11 ® moramillom r E 4 • 7- III ' AREA RE CABINET' & STO' GE EMI ®� A l uuii j A8.101 REFLECTED CEILING P (REMODEL) EXISTING BOLDING TO REMAIN A8.103 STAIR SECTION .. ,. SCALE 3/4 " =1' -0' 16990 661 EXTENSION AT BASE OF STAIRS -1' -0" MINIMUM. AT TOP OF STAIRS TYP 2X12 STRINGER RESILIENT RUBBER BASE TYP STAIR SHALL BE CONSTRUCTED TO THE 1997 UBC SECION 1003.3.3 WITH (3) 2X12 STRINGERS SPACED EVENLY TO 44 INCHES WIDE, USING EQUAL RISERS NOT TO EXCEED 8 INCHES AND EQUAL TREADS OF 9 INCHES. TREADS SHALL BE CONSTRUCTED OF 3/4" PLYWOOD AND RISERS OF 1/2" PLYWOOD. HEADROOM SHALL BE A MINIMUM OF 6 " -B'. HANDRAILS. SHALL BE CONTINUOUS, PROVIDED ON 80TH SIDES AND WALL OR GUARDRAIL MOUNTED. TOP OF HAN09NL SHALL BE 36" ABOVE TREAD NOSINGS AND EXTEND 12" BEYOND TOP RISER & 24" BEYOND BOTTOM RISER. I-MNDGRIPS SHALL BE 1 1/r IN DIAMETER AND PLACED 1 1/2 CLEAR AWAY FROM SUPPORTING SURFACE. EXISTING BOLDING TO REMAIN EXI51190 8U? DING TO REMAIN ESL ^ T ' FU ' C\11 D ON1 E1) p p ; Sg 2 3 1999 t`� 1IV 1♦-V I air I ffa n seit6 Johnson 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863 -8126 FAX: (253) 863 -5854 Project Title N C Vak MACHINERY CO. SOUTH WAREHOUSE REMODEL Tukwila, Washington Sheet Title Finish, Window & Door Schedule Project No. 99A05 Date 28June 1999 DruWn MGF Checked LH File No. a8 - 1.dwg Scale 1 = 1 0 1/2 1 1 -1/2 2 INCHES Print Date Description Preliminary 3 Revisions 1594 N \ REGISTERED ARCHITECT 1 lE"R0Y W. HANST?l STATE OF WASHINGTON I ILALAL heet No. LA 8 a 1 I 1 108 109 110 111 112 113 ITT 11011 DM' 962 0 6N E. 1MOt 103 IMEGTRIGAk A 1 1104 1105 1 106 VOWS 1 07 COFFEE ROOM RM. NO (AIM *Ns ROOM FINISH SCHEDULE MICE. 2 OFMCE 3 OM L111LLa 5 OPEN MICE CLOSFi ROOM NAME 101 ENTRY 1 02 CONFERENCE ROM! 103 ELECTRICAL AREA ,104 *TICE 1 _. 105 LIENS ,106 ISOMERS .. .. -.. 108 OFFICE 2 109 OFFICE 3 110 OFFICE 4 .. _. 111 OFFICE 5 .. _... 112 OPEN OFFICE 913 CLOSET 2 ^! MEZZANINE DOUR NO- 1011 102.1 103.1 104.1 105.1 106.1 108' -1 109.1 110 ..1 111. 112.1 1'.3.1 201 1 MAT. KIT CPT G CPT S V CPT CPT CPT CPT CPT CPT CPT CPI MFR AF.F. - ABOVE INCH FLOOR 066. BTSC. w/EP.PF - BLOCK BMGa1G w/ EPOS° PAINT GT - CERAMIC TIE C4IJ - commit MASON0Rr UNITS CONK - CONCRETE SLAB CPT - CARPET E PT. ENAMEL PAIN9 EX- EXISHNG EP0X. - EPDXY 001 PT - EPDXY PAINT F. F. - 'AClan FROSTS F. GL, - FINER90A95 A.F.F. - .ABOVE FINISH FLOOR 019 - CONCRETE MASONRY UNITS CONK - CONCRETE SLAB E PT. - ENAMEL PALM EX. - EXISTING F. F. - FACTORY FINISH F. GL - FIBERGLASS FIN. - FINISH GRP. - GROUP GWB. - 5/8 GYPSUM WALL BOARD FLOOR FIN F,F. F.F, RWB 9.0 , 19.0,B. F.F, 1 FLA. F F, RV/8 RYVB F.F. RWB F.F. RW9 91. RWEI FF... ... .. F.F. R918 FT- ... RAS .. Ff. MAT, Rw8 FMB DOOR SCHEDULE SIZE SASE HDWR. - HDWR. - H M. - JNSUL - MAT. - LOP - MIN. - MTL - N0. - PL. LM. - PR. - PT. - FIN, FF. F.9, F. F. F. F,F F,9, F.F. F.F F.F. F.F. *0TH X HEIGHT x THICKNESS 3'-0 % 7' -0' x MT'i 3 _0. r-0. x _. 3/4• -. 3' -0" X 7'-0" X1 -3/4" • x 7-0" X • X 7' -0" X 1-3/4' 3 X 7' -0" X 1 -3/4" 1' -0' X 7' -0" X 1-3/4" 3' 0" x 7 -0' x 1 -3/4 • 7' -0" X 1 -3/4 PR 3' -0" X 7' -0" X MFR 3' -0" X 7' -0" x 1 -3/4" ▪ x 7 -0" X 1 -3/4 PR 3' -0" X 7' -0" X 1 3/4 NORTH WALT MAT SFS GWB GWB 6919 OVA A IM L. GWB 6918 VAS GWB 6918 6919 6998 F.F. 6948 ...... GWB. FINISH SCHEDULE ABBREVIATIONS FT - FIRE TAPE ONLY ON 5/8' TYPE 'X' GWB 6OB - sir GY PSUM WALL 80ARD IF.C.B. - INTEGRAL FLASH COVE BASE MVB - INSULATION VAPOR BARRIER MFR - MANUFACTURER MRCVS - MOISTURE RESISTANT GWB MIL - METAL PL. LM. - MASTIC LAMINATE PWW - PLYWOOD WAINSCOT PR & P - PATCH. REPAX2 & PAINT RW8 - RESILIENT WALL BASE RT - RESILIENT TILE SAT - SUSPENDED ACOUSTIC TILE TYPE A A A A HARDWARE HARDWARE HOLLOW METAL INSULATED MATERIAL MANUFACTURER MINUTES, MINIMUM METAL NUMBER PLASTIC LAMINATE PAIR PAINT RN, F.F. E. PT E, PT E. PT PT F, 0 PT. E. PT. E PT . E. PT E. Pi. E. PT E. PT E PT. E. PT EAST WALL, MAT. GYJB GWB GAVE GWB GWB GWB GWEI GWB GWB GWB GW8 GWB GWB RN. E. PT, E. PT, E PT. E. PT, E. 0 ,F , E. PT. E. PT. E. PT. E. PT. E. PT. E. PT. E PT E. PT. E. PT DOOR CORE MAT. S.C. S.C. S.C. S.C. S.C S.C. S.C. S.0 S.C. H.C. S.C. H.C. s GLASS WD . WD. WD. WD .... WD WD. D. WD . D. WD. SOUTH WAU MAT, GW9 GWB GW9 GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB RN. S &V SSW S &V 5 &V 5 &V 5 &V 5 &V S &V S &V E. PT. SW/ E PT. ON E. PT E. PT. E. PT. E. PT JP F. .F. E. PT. F. PT. E PT. E. PT. E. PT. E. PT. E. PT. E. PT. E. PT. SF5 - STOREFRONT 5YST5EM S . - SHEET /ARYL TRAIL - TROWEL FINISH T.S. & H - TROWEL FINISH, SEALER & "SHAKE HARDENER TTP TAPE, TEXTURE & PAINT ON 5/8 TYPE 'X' GWB UL RTG - UNDERWRITER'S LABORATORY RATING UM). SD. - UNDERSIDE MAT. ALUM WD. WD. WD. WD WD WD. WD. WD WO. H.M. WD. WEST WALL MAT. GWB GWB GWB GYM GWB GWB GWB GWB GWB GWB GWB GWB FIN. E. PT, E. PT, 0. PT. E. PT . E P ... , -- GW8 E PT. '! W E. ` PT. — E PT E. PT E. PT E PT E. PT. E. PT. E. PT E. PT FRAME FIN. ANODIZED 5 &V 5&V S &V S &V S &V S &V S &V s &V s &v E. PT. S &V E. PT. MAT. WIDTH DOOR SCHEDULE ABBREVIATIONS S &V - STAINED & VARNISHED S. C. - SOLID CORE THK. - THICKNESS *0. - WOOD UL RTG - UNDERWRITER'S LABORATORY RATING N. E. WALL FIN FIRE RATING 1 HOUR 1 HOUR S. E. WALL MAT. FIN. HDWR. GRP. S W. WALL MAT. RN HEAD DETAILS JAMB 910 FLUS H N. W. WALL MAT. FlN. THRESH. DOOR TYPES CEILING MAT. FIN. HT. SAT F.F. 8' -0" SAT F.F. 8' -0" SAT F.F. Er-0" SAT F.F. 8' -0" GWB E. PT. 8' -0" GWB E PT 8 SAT F.F. 8 0' SAT F.F. 8' -0" SAT . F.F. SAT F.F. 8' -0" SAT F.F. REVS. F.F. VARIES UND SD. F F VARIES IN.VB. F.F. VARIES IN.VB. F.F. VARIES REMARKS STOREFRONT SYSTEM ® WOOD W /GLASS PANEL REMARKS 1 _K ,, ® WOOD BI -FOLD WINDOW SCHEDULE 6' -0" ® INSULATED GLASS E09E90R WINDOW ALL EXTERIOR DOORS TO HAVE LESS THAN U = .60 \ ® INSULATED SAFETY CLASS EXTERIOR WINDOW /_, INSULATED GLAS0 EXTERI ER10R MOON STANDARD VERTICAL WIRES AT 4' -00 O.C. NOT TO SCALE 7 . -0 . © INSULATED GLASS EXTERIOR WINDOW ALL EXTERIOR WINDOWSS TO HAVE LESS THAN U = .90 45 DEGREES OR LESS TYPICAL LATERAL BRACING 6' -0" OR LESS FROM WALL. 12' -0" ON CENTER COMPRESSION STRUT — 1 -5/8' METAL. STUD SEISMIC. BRACING WIRES NOT MORE THAN 45 DEGREE ANGLE FROM ALL GEOGRAPHIC DIRECTIONS A8.101 SUSPENDED CEILING WIRE DETAIL 1' ' MAIN BEAM 2' -0" O WOOD FRAME INTERIOR WINDOW SAFETY GLASS JOISTS MAIN- RUNNER INTERSECTION OF MAIN- RUNNER AND CROSS -TEE -- 12 GA SPLAYED BRACE WIRES A8.102 SUSPENDED CEILING WIRE DETAIL NOT TO SCALE Diqq DZ45 CI ppPRDV TY OF SUK E D s? 23 1999 `134_01NG DNISl0N 4:12 pm 07/13/99 r9E0E c1Tr o1= AUG 2 PERMIT V ru 4