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Permit D99-0105 - Val Vue Sewer District - Parking Garage
. , . " ' Val Vue Sewer District City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004100 -0083 Address: 14816 MILITARY RD S Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature:_ Print Name: AOFF DEVPERM RC V -N 001 North: 125 Fire South: . East: S ewer: : .:VAL.._:V Slopes: N....... ' ALPHASB117FU Permit Center Authorized Signature: J Tavel/ This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No Status: Issued: 'Expi Occupancy: UBC: Protection: .0. West: Streams: Contractor License ;No OCCUPANT VAL SEWER DISTRICT 14:816 MILITARY ROAD SOUTH, TUKWILA, .'WA' 98168 OWNER ALASKAN COPPER COMPANIES ; INC. :PO' BOX 3546, SEATTLE WA 98124 CONTACT JIM DAILEY 1724:COLE_'ST, ENUMCLAW WA 98022 ENGINEER '`HORTON DENNIS &:ASSOCIATES, INC. phone: (425)822-2525 , K'hRKLAND, WA CONTRACTOR= ALPHA STEEL BUILDINGS: INC 1724 COLE ST, ENUMCLAW WA 98022 * *•k *•k* k k* * * *Yi * * ** * * * * * * ** * * * * ** * * * * * *• ** *** * * *k, * ** k *** * * * * * * * *4 * *•k * * •k *k ** ** *•kk *k k Permit Description:, OF A:. 1,260 .SQ FT STEEL . ADDITION ?OF PARKING GARAGE:; Public Works activity includes STORM DRAINAGE ***********- k**************************************** k****** *k•k * * ** ** * * * * * * *k *•k * * *kkk Construc,t':ion4,Valuation: $ 32,760:00 PUBLIC WORKS 'PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N F.ire'Loop Hydrant: N No Size(in) .00 Flaod Control N Hauling: N Start Time End Time 'Land Altering: N Cut: Fill Landscape Irrigation:' N Moving Oversized Load: N Start Time End Time: Sanitary S i d e i de Sewer: N : No: Sewer Main 'Extension: N. Private: N Public: N Storm Dra' Y Street Use: N Water Main. Extension: .N Private: N *************** k k******** k******** k***** k** k********• k * * * *•k * * ** *•kk * *kk * *k * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 808.38 ******************* k** k********* k* k** k** k;* k*** k**** k **A * * *k * *** * * *kk **kkkkk * * * * * *kk 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 of work. I am authorized to sign for and obtain this development permit. Date: Phare.: (206) 431 -3670 D99 = 0105 ISSUED 05/04/1999 10/31/1999 PUBLIC.GARAGE 1997 NONE .0 hone: 206- 242 -3236 360 -825 -7768 360- 825 - 7768 Public: N Date: x 6= if the work is not commenced within if the work is suspended or abandoned inspection. C ITY OF TUKWILA. 14816 G S ` Permit No. D99 -0105 Status: ISSUED Applied: 03/31/1999 Issued: 051'04/ 1999 • k*** k*• k* kkk•kkk•kk **:•k * * *k * . Address: Su 1 te: ;T;enant: Type:` DEVPERM Par`ce1 • #: = 004100 -0.083 •k*** F.•k• ** * * * ** * k *' **• k; k*• k• k **rk• *•k ** * * *•k *•k***•k , :Per uit- Cond,it.ion:: 1, No .changes, wi l.l. be made, to the',. p l ans:: unless Engineer and :the Tukwi la Bui.iding Division �A1`1 per rnits;, inspection -JT`eco sndt plans .shall ° be a at 'the j { cb s•i'te° prior to ' h'e star. .:.uf any con struction. The sesM1 to ,be ma in;taitri0d:,,, avail able until . f. irta�.l,- .i;nspecttdn' approval is gran d K S A Meehan i ?ca if wor sha l i e ; - t under . separate:1 perm` >` 4 the City of Tuk ila`� Al 1 construct � ion to ; be done in conforzniance wi a ppr oven plans arid. requ i renents:,'of the Unri form► ` Bu l d i nqt Code (1997 Editior?• aniehidedUnifor`niMe:iah ,nical Code0�(19 Edition), :and .Washington Sta,t'e. Energy .Code (1'997:'Editio`'n) Val 1 di of,Permi t . The " .j�i ssuance of a •p.ermi t or.:approva.l� p:.1.an� ?y`:spe : and con�putations shall not: be,con str u ed • to''•'be' 'permit•'for oi '•'ari"`"approval of, any vi : nl�atia of ` o,f5 the _'pr ovis1ons oft', _building 'code or of �ottrer• ordi of - the jur i `d'i ct i on No :.permit presur n"g to qi "v `% uthorit'� to= u. capcel th'g_pr ovisions Of this ;When, spes,isl •inspe.ction is •requi:red eit;her� ,the owner,. arechitegt :.or..en. glue ,er;;siia11 -notify;'the'Tukwila Bull "iiiti i io of appz'r o,tmeint' of ;:the-..irispection''agencies ,pr ttie''�tirst. hui ,` "Copi'e 'of :a-1,l special inspe`ctiion,reports ,shall ':be subm`itted to 'thea',Bui id.ing { Divl , on irf'a 't•,imely manner. ReportPshall contain ad,dre _ project name, per Mi t number and :type of `•inspection be't p The spe 'ial inspector shall submit 'a, ff i'na} signed report ,statin w hether., the':.wori, requirAng specital inspection w as, to the be t of the inspector's knowledge, i'n c.onfvr'mance :With approved 'p,l' "ans and s'pe,cif ications. and the applicable . workmanship' provisions of the UBC... 8 Any exposed`-in`sulations bas ipg material shall haye''f =, Flame . Spread Rating :of 2.5 or less` nd mf erial .shal i bear identi- fication showirigAhe,...fire p t»he;► eof. 9 Notify the City of 17u6 w;i 1 .. ri a. Building pi.v,:i•s°i;'i p rior to placing any concrete .This ;pr ut�;eth,r e 1ST i n addition to any requirements for special in"spect'i"o'n` -- 10 Electrical permits shall be obtained through the .Washington State Division of Labor and Industries and all electrical .work wi 11 be inspected by that agency (248 -6630) . 11. VENTILATION r. REQUIRED FOR ALL NEW .ROOMS AND SPACES OF NEW. OR EXISTING BUILDING'S IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 12. Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at least 24 hours in'advance. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities Project Name/Tenant: 0 1-. V ti X_^ S 1^ U.) 1 to Ch'a nt.1 T -.. Value of Con t n: 22 T �:. JS Site Address: , / I ry� City State/Zip: : , 8 / c 0/4./ .-r4 2y /241 E `77/Kvvlt -,i WA /(osti • Ta a ely ber ^f o )Ll 1D ) ' 7 ) Property Owner: f / ' / 0/7- hone) ! a'33(00 Street Address: . .AvvL` City State/Zip:, c '"NKw(t -.4: 'IAA VR/ #: Contractor: �� /1t) .J/ ":�`4.r. t.. r T \ i..r7 fnla S Phone: cL r' -- cCIOS ' -7`'� 0 Street Address: 17cy < 01c 5 1:5: JP) t11 ehl , Lc) City State /Zip: t, . CiXorz, Fax #: 366 -ers --3/ €1 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: � ,' p p"...(p"...(41/4 ..f/4 !Z i r , �COr Ct e Phone: 7/3 -" '46 ° 77gk Street Address: .. ., 7 �� ' / I /I? t) / e -+ City State /Zip: WO tl :S 7;, d 7? v "5 7 2-Pre) Fax #: Contactrson: Phone: Street Address: - /7 r r ✓/c o ...f r , L'' A) u ,,d» s+) City State /Zip: tio4 4'gr) Fax #: ;fed L ' — 3/ '1f Description of work to be done: 6"r L A- (a of - 1104 I To 1 z to + / -i e C Lev °, -e. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ , MM tel /Hotel , ❑ Office Cl School/College/University 1 - Other 2 ) Q (t, j 6,4,k4P-�' Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ otel /Hot ❑ Office ❑ School /College /University t Other er.t. 4 ri if4,4 a j C Will there be a change of use? ❑ yes 7—no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no ,..,� Existing fire protection features: ❑ sprinklers 71 f automatic fire alarm none ❑ other (specify) Building Square Feet: / 00 C) existing Area of Construction: (sq. ft.) e' 0 6 Q ,.� � Will there be storage of flammable /combustible hazardous material in the building? El yes RA no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUt 'VILA 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. CTILRMIT.DOC 1/29/97 APPLICANT REQUEST,FOR PUBLIC WORKS'SITE/CIVIL• REVIEW;OF THE.FOLLOWING: (Additional reviews maybe 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. ❑ Landscape Irrigation ❑ Sanitary Side Sewer 11: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling Schedule: 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. Dappl{oics�ed: Date a t atlo es� qq Apply ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING't7WN. OR A r ORIZED AGENT: Signatie: y. . ...../ Date: 5 ___ 3/ _ Print nam p ' 1:77r'h d r Pho e•v (Fes,_ � % �✓ ( 5` Fax r • r Address ?, , , , / / f Y / /�� , - ` .. ,, lr ��L�:, v 6 z City /State /Zi _�. L ' j�6,r� ,j F.e), e, f 1;77 ALL COMMERCIAL /MUL rl -FA Y TENANT IMPROVEMENT /ALT _'ATION PERMIT APPLICATIONS MUST 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 ❑ ❑ Complete Legal Description ❑ ❑ 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 : ❑ ❑ 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). ❑ ❑ 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. ❑ ❑ Vicinity Map showing location of site ❑ ❑ 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. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ 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. ❑ El Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ E l 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. El ❑ 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) ❑ El 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 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TIf E LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. C'IPLRMIT.00C 1 /29/97 .t' til # : *A •kdt•k *.* A.:• k1'4k Aid; *d *** * * h *•k11+1 * * * * * # *k * * * *al' *'k *art *ikotvie CITY O CUKWILA Wft - X01 �I 7RANSt�Ii' * ** * *; * * * * *** *.*, *t *.* *A. * * *fir' * * *�1* *** *+4 „'fit d' / :** *0:A4..k a•** +A!v t.*** T RA 9MIT :tdumgar . R•9800059 Amount. 385 »39 0 99 14:46 Pavnent: 'Methnd: ;CHECK Nat:at;i VAL YUE SEWER: DI Init. BL.H • w.114 1 " l Pei°:init;';oM N :093 -010 ,' Tvpe";,:DEVPERM •: DEVELOPMENT PC:Ri�i,1T Parcel . F4o :. 004100-0083 . S ite 1.V0:41O ,.. 14816nMTLITARY RD £ -Total. fees: 848.38 ', •i , Payment : 38,5..;39 1'c,t;a 1 ALL. Pnit;s: 308.38 Dal ancec, ..: .400 • • :*h * *:y1* *4 *s4# *4 ** . 4. *. ** *kIrk,+\k. *, *** k* k** k *** ii ck *.S * * *+Ft * *4. ** * *.4, *1. *it * .: Acic ount Cgde Dpscr i p t i an ' .Amdun 000/322.100 , BUILDING HONRES 49.06 000/345.890 PLAN CHECK -. NONRES 306.83 000/3.4 .834 .. PLAN. CHECK' -•, UTILITY. 10.00 000/.386.904 . S'i'A'..AUILDING'. SURCHARGE' 4.50 • 412/342.400 ' :INSP .FEE ' -:. STORM DRAIN 15.00 • • 3122 x/07..1 i.7 TOTAL 385.39 ' ' • '0.4 twe • • • • 0. • • ' +4.r '4."1 • r • • - • **•..4 • 0 3131.i - • : 14's *4.'4 :• :•• 4,44'1 < -!OP • r • Lfi .•-• ; ,.D 11.1, i46ti a R cifit6q•-44 • EL.° E E p tp, PERMIT i41: ! 0" Total Fee " 4 2 0 0 7.(). • R b; V\ ••• •-• d dr- es s-•.! 422 .19 TO t P r . „ 9 3 9 9 44. , : • 1 o6 1 , ,k 44,1' * * * 4" •■■.. * * ** kfr. " * * , • • • - ' • Accouht;. Code . :.,06sc,rjpt ion Amount 0001.322.1.00 13111:1, DING NC)NRES 422.99 •••1 • 1••• .••• •••• ••• •.• •••• • .• •••• roo ••• a••• 6... 1. ••• •• ••• woo • ••• •.. .• ....I. • • • • ••• • - • ) • • ' 27004/05 9717 TOTAL 422.99 Pru�e}} !/•ciG c - cf�y Type of In (pectro ,c. (. Addr ss: � /4CSA ..'. /a/Z. 17 7° Date called: pecial instructions: /�!� r7. Date wanted/ (0/s797 a.m. p.m. Ret l gf�ei Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 - 3670:: Corrections required prior to approval. COMMENTS: a9.4 )7I9yt_rs I ns Da)e4/ rj $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: oloot 441/1 Type of Inspection: /6-11 • ( 4/4 1 E r Date called: / Date wanted: 4...../91 a.m. Special instructions: /2 Requester: Phone: e 77& S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 . Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pb-e / P d.) - r4t- / 4 ,4 44 tvgli I-eel/217 7 6 4 :P19 4 1/n 4 -4( Date: 4 , 0 $47.00 REINSPE N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project: \1c\ c� Se V Sewer T e Inspecti P Fir l d irl: to Date c. Iled: pecial instructions: Date anted: 10 r' a.m. C r( 221 Re ueste f DCi I tql (...Apo, 95 - "7 70' INS I ECTION RECORD; Retain.a copy with permit" -- INSPECTION NO. • CITY OF TUKWINA.BUILDING DIVISION 6300 Southcenter Blvd;•. #100, Tukwila, WA 98188 (2' •)431 -3670 COMMENTS: 1 Approved per applicable codes. 0 orrections required prior to approval. Inspector: G(1 Date: /92-5 $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: Y al Vue. Sewer Type of Inspection: C+ [� J 1J ':Address: :..:, J�{ �1 b Mi li- Ear Date called: 10- 2.2._ , ,, 'Special instructions: Date wanted: 10r 2 9 am. p.m. Requester: ■Q1 ley � . 36. 8 25 -7768 Approved' per applicable codes. INSPECTION RECORD Retain a copy with permit `INSPECTION NO ;CITYOF TUKWILA BUILDING DIVISION 6300; Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: AV, ..d p y " NC y J Correcti., s required prior to approval. Inspector: 6(i Date: /6/ / $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: PreAc/ ,) . �..,e. Tyye� ns ection: „i G 7 / ' M d d � /5 Date call : ecial instructions: • Date wanted: a.m. `Q r /r/ 1 g p.m. Requester. / 6 1 f/ Phone:,& Q"”. P-5 INSPECTION RECOl Retain a copy with permit . INSPECTION NO. -. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila WA 98188 1 (206)431-3670 COMMENTS: Inspector Approved per applicable. codes. . ❑ Corrections required prior to approval. Date :0_ / / $47.0 REINSPECTIO ! E REQUIRED. Prior to inspection, fee must be / paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Project: ) . ,,, • / Type of Inspection: P7/ Afiit; Date called: Special instructions: Date wanted: Requester: Phone: • " .11.1 INSPECTIONFRECO Retain a copY. with Permit , • INSPECTION NO.'.' . : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 nev COMMENTS: , $47.00 REINSPECTION FE f EQUIRED. Prior to inspection, fee must be paid . , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Zetipt No: Approved per applicable codes. •• • Date: PERMIT NO (206)431-3670 CoetiOns required prior to approval. Pity v A cem D Type f Inspectli2n,,:,� / Address: l ,ff /5 / Date called:. a a , `� .S ecial instructions: p Date wanted: a.m 51z -7/e/9 Requester: Phone: 60161- 4.85-776 COMMENTS: Inspect {Receipt No: Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd, #100, Tukwila, WA Dr- 1Q PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: $4 . r I REINSPECTION E REQ !RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: f ` p / , 6 --,) ,z .�J Z ' -, , »,., 7 ‘43.7,`h lYr ,p �z 4 di.,f,L f 4 , ,' --:) F- , di r .4 pi m /-frY7 e � h 4,-,u f� .441c ` L " f v � /; 1• � �� � t J -i"! / /i /7 �j� 1 0 , /,,,,,,4,./i/ ,.. 7 "-- ac. ���, /, ∎-G__ r. `CA -.7'""'� � lam- /, -- 4 /I €40,, , A Project: Ct \ \ � `e— tion: Type of Ins ri Vt 1 5(A at 144/ Add e : c� ` l,��� (4. ,... Date called: 4 , ,' Special ins Play9 c�CCM9s tAt Date wanted: �r ra.m ` 1 (� � j p :::: l 7 ii4" c(?- ... r.d A. iea» ltaaulliacYd '?.1xuu.Mf+4.R+.Ji'.NJ.ia ry�SrPHW..I+.nutNn r INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ❑ $47.00 REINSPECT! , ;sci;.:4.].z.1 _ PERMIT NO. (206)431 -3670 Corrections required prior to approval. FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter :Ivd., Suite 100. Call to schedule reinspection. Receipt No: Date: r0 C • 1 N - b1 t U illt SAO Ikta Toe of Inspection: : la 6 1 i otti D calledl..... 4 19' Specia instructions: Da) s wanted: '75 - " p.m. Requester: Phone: ..... 10() csg,6 T7 /0 INSPECTION REC Ret a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .4 Approved per applicable codes. El Corrections required prior to aroval. COMMENTS: c.74 M4 _ 54,oz- &9-6 / . (44// 4.01epla frtAre.,,t fro /th / 1 /e / ? I v El $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: • • • PERMIT NO. (206)431-3670 t, i RECO Retain a copy with perinit NSPECTION NO: , • r • CITY , OE , TuioivilA BUILDING DIVISION 6300 SoUthcenter.131vd,.#100, Tukwila, WA 9818 Corrections required prior to approval. COMMENTS: • ApproVed per applicable codes. ...!...414# Ei $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , 4.•s,•,...1 • !•• . , Prcy3: ff j J, n Type Acti t: �GC.� !left. o in "I � Date called: / w / /9 Special instructions: t Date wanted: / / L/ ig a ` / p.m. Requester: Phone: .3 &0"g 577 INSPECTION RECOR Retain a copy with permit INSPECTION NO. ' TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. D r- m .5 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $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: viectuut5ecuer- , ,- t In iection: OP ,,,.... Ald • i tp , ir wia a jit, I e Special instructions: 4 ikc Dat wa !..... 679 .. r err ....-- INSPECTION NO INSPECTIOKRECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W PERMIT NO. (206)431-3670 COMMENTS: 1: • 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: pproved per applicable codes. Corrections required prior to approval. Date: • fit. ‘ ■•••■•;, • 'A • <•• ;••.••• . . . • Lj INSPECTION'RECO Retain a copy with permit INSPECTION NO. CITY OFTUKWIIA BUILDING DIVISION ` Southcenter Blvd; #100, Tukwila, WA 9818 :PERMIT NO: Date called: Phone: Approved per applicable codes. COMMENTS: 7441e--1 S(J1 c4 nA...'G Insp D tA 0 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Receipt No: Corrections required prior to approval. Date: P r e c t r ; �. : -Oki ' V U`S ��I ( Ty f Inspection: � on.t(6 /A48/.6 dress: 15 t Date called. ppe instructttion ,„.,,t„, c J "/ � " �' _w G dual (l et..Ve . C _ a 11 5 01... a-41 t ; iPeer 479 a1 525. :3 0 Date wanted: , /.:`a.m I w p.m. Requ er: • •. f -mA DO Pho�rg v_ S -7'0' ., z.� .n,hnc • da :.a:osz ds e04k, :e.ow5.vott: z �mtt�,eYkai•t INSPECTION.REC Retain a copy with. permit INSPECTION NO.' CITY;OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila 98188 .Approved per applicable codes. COMMENTS: /""C707, .0qe, �` ,taw &J#t ,,C. fe.) (Drt'.. (nee , Da cro El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite WO. Call to schedule reinspection. Receipt No: Date: • orrections required prior to approval. • (206)431 =3670 City of Tukwila John W Rants, Mayor TUKWILA FIREADEPARTMENT FINAL APPROVAL FORM ; Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: "uthorized Signature FINALAPP.FRM Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 rr ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463.5735 PROJECT I (t, Sheet NO PRtrricessReMO 7 I . /la A.4474W DZYMIS 1 1 A5CCOnrS , Date , ;110Prel.-/C.7 Posi4t Fax Note 76/1 2:115/* , t/ ActrAternoWS Nene, fir.707T114$ Arg /71ierectad c., a co-,,, P'eAtosidiestr Acacoc 30E4- e'AriSeriwriervr AeA2/02 e views 7 torerAt raecusr7 fi 2, do "iv 4114/Inery RECEIVED CITY OF TUKWILA enobe P. 01 54, eirmespv , MAR 3 1 1999 PERMIT CENTER PP-Cles-. 0(1 Dig Ir11 \"J11 ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463.5735 itaivftwekei LJ• J7 PROJECT Sheet No. *a2PlAr, 10 1{ aispoz fa33$•(C ►Ny r 9 Fur- V1nlN • iwQ fielkunANnt t4 1„t.. w►� � 4t-r (-0 1E-r (Y , N R 4Lt4cr. 0 12. .2771 I 131 4 i'sY 2-•(." 1 Zit 2 f� t 145 lip c253D -- 17 71 stek0r A.4.044 a") t -44 C t8 11t 1 3' x I u" t zlr cv eik tt0 S 3C. P* -Jo7S (0 u �x3 G S2 owe — Co x t 04 e iSo IZU d, t4. L 3 3xto" Pcr ATR Engineering Inc. Consulting Engineer 9929 SW 208th Ct. Vashon. WA 98070 phone: (208) 483.5735 PROJECT Sheet No 2 7 404. ��LLl— S �3rIVgR 44(p., I D ate �� MAR -31 -1999 13 40 *Weft ___ a aKs trifec. c'.re . g x __ 7 4K t (D$ ( � S ishc* 14.4y r Aorruvt A t t ,2 d tp X d t)< 1 Ir 656 � S ‘047 Rw1•trnM . : , 3‘ x td,i Cq) it t t r 4 4 f -e'"xt•r Z l (,u (7) `` k y Gp 2 1c 2' -0' r './ ' ( 3) C�- SbRlt.tl -/ 14*31.4cb 1. 4.30(4 tigt"Jr i r PROJECT • ",'• • '';•• •'*•". 1..4:416 ATR Engineering Inc. Consulting Engineer 9929 SVV 208th Ct. Vashon, WA 98070 Phone: (206) 4634735 elip400,41 . . Reret:0 S 4P7 69, /7 ; 2- , 0„ 7 2S Co 02 * e i‘dt. alu vr4 s rAkiut „ • 1 /1 , • " • , •, „" . • •, • , ■ • • , " A04 • 0 36, 4., 46 1 • Sheet No 77---- . 3/ 7 Datei/P/7. MIME i Type D4eription i Type D4eription Bolt Spying r Fdge Distance m Comments A Isolated 1 i r t r,,, m t m,, m„ > r,./2, no. m, 1 .Shear reiltf o►oement Only I r t r„ /� r, 2 < m < rn. r,,,/2 > ,q, C .Shear reinforcement Pius oslappint failure canes r < r,,, m, < on < m ,n < ►w /2 D Tension lap w/ rtinforatment r < r., m, < m < ../2 cwsase pia } ; � 'd;a i +tii.ri:. +„ ` .� dvl6 n1e1fre L4i tFEii t ?ki"A7ree. a. i•—a. •? rgke e4' ettr.:N 4. d'tf L SY E ti: }2ltl' •~ I •iMm — Jl LJ.41 • sect{a( a -c evw ore WOO A•V 014R141 ti4IWf raw Ie'a r• smog easa(q ) TANA4OP 4V0104 Iota Fig. 1. Example of bale plate loading (see Refs. 1, 3,12,14,15 and 17). In this paper, the total required area of anchor bolt steel to resist tension and shear loads is considered to be additive (see Appendix B, and Figs. 1 and 9). IYr J1*$f Ave Nnr i maw) 44•117‘ iffiataa Ade" 4" sir • (• • ty - lh)(t+ • ty - ii) !. Ar • 4 -4,- (lttat/wf IAM N ~Mt a1w1c) Fig. 2. Effective stress area for limited depth (A 59 Belt Type (ASTM) A307 A325 A449 Note. TablejIA. Standard Aaehor Bolt Buie Types A,F T P. 05 5d or 4" min. 7d or 4' min. 7d or 4' min. 4/ Note: The boq embedment depth shall be greater than or equal to as given In Table 111 for all bolt types. The ratioriaie for this basis is that the shear force ( V ; ) causes a bearing failure near the concrete surface and translates the shear load on the archer bolt into an effective tension load by t shear friction .-& the absence of tension toad J, (7 an an e biirt 1S developed for "full anchorage" to resist shear. In terms of Probability -Based Limit States Design (PB1 SD), the anchor bolt design resistance is greater than of equal to the effective combined tension (TF) and shear (V i load effects as indicated below (see Appendix C). where A,fi = Nominal design resistance (capacity) equal to th product of the bolt tensile area (4) and the minimum specified steel yield strength (see Table 2A T TF � a C = Sh'ear coefficient, equal to the inverse of the sh' friction value, as per Ref. 3, for the par - tictl base plate mounting Table 16 Values for 4e, r w,., m Development t 124 174 1.74 Minimum . 8011 Racing r 14d 24d 24d Minimum !Alp: Distance for Shear m, 124 17d 174 Minimum Edge Distance for Tension m, The sboveauts were derived per Table 28 and tabulhted in Table 2A for v ow bolt diameter. SECOND QUARTER / 1183 • Irx.:e:elx Nil ; 11s.'4 abtn:"4 ' rAid'•Ica,.9 0g iotti :otVii6P. :t:erabxiA0 IMIM. V1/4 vur:: I LJ■ 4d ow) 58 90 105 120 150 Nan: Values listed in this table an based on /', a 3000 psi. For PBLSD or Ultimate Strength Design (USD): V; = Shear design load effect equal to the product of the Toad factor(s) and the nominal shear load. The load factors are in accordance with appli- cable coda. For example, using ACI 318 -77, V1 as 1.4D + 1.7L I- re Table 2A. Standard Amber Bolt Basic Deliipi Values Notes: • 1. The following formula have been cametveti4ely simplified by wire( the values in Table 38: (s) L = 124 par AC1 -349 Appendix B, Sect. 8.4.2 sa (b) m, w 4 pv ACI -349 Appendix 8, Sea. 8.5.1.1 (c) m., = d 7.5 per AC1 -349 Appendix B. Sect. 8.5.1.1 2. Before entering this fable, the total effetxive desip load (T) shall include the appropriue 1 reduction factors (�) and sheaf' coefficient (e). 2 NI c omptttatlons me banal on i a; 3000 pd. =- .arcs - �... -.. 60 ENGMIFZAING JOLIINAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION T = Table 28. Values Bated on ACI 349 -76 Provisions nnwig i a;x?vo f Fice:WMaltrAiretfte i "x P.06 cad (aaon, area 4 factors or probability factors, capacity !Tension design load effect equal to the product bf the load factor(s) and the nominal tension load. fire load factors shall be in accordance with applicable codes. For example, using ACI 318 -71, TF = 1.4D + 1.7L Capacity reduction factor 20.90 for factored design loads under USD 124 Actual Actual 12d 14.95d 16.154 17.264 19.30d ( F. 51) 51000 Use 124 174 17d 174 194 Actual 4.34d S.42d 5.85d 6.25d 6.99d n,e ° d 1 / - Use 5d 7d 7d 7d 7d Actual 11.88d 14.80d 15.99d 17.094 19.104 d 7 .54 .3:42 ( f,) CF tre 12d 17d 17d 17d 19d 4F: (kp) .. • I - Liv, m„ (in.) nay (in.) r. (in.) Tensile - - Sdor 7dor Bolt Sumo F,. 0 36 ksi F,, ■ 58 kg' F, • 81 lui F - F, • 1051mi 124 I 174 19d 4' min. ' 4' min. 16d 24d 28d Diameter Area _ 1 A325 4 (in.) A, (in.a) A36 A307 A449 A325 A449 A325 A449 A617 AND I A3071 A325 A449 A687 A36 A307 A449 A687 A325 A449 A6R7 1/3 0.142 5.12 13.06 14.91 6 i 8 9 1/4 4 . 4 r ;DOCI 41,000N 12 , 14 % 0.226 8.14 20.79 23.73 7 % ; 11 12 4 4% 15 11 .34 0.334 12.02 7 35.07 9, 13 141/2 4 5 18 21 % 0.462 16.64 42.40 41.51 ta1/3 : 15 17 4% 6% 21 25 1 0.606 21.82 _ _ 55.73 63.63 12 . 17 19 3 7 24 28 1 0.763 27.46 61.10 80.12) 13 19 211/2 5% 7'4 27 32 1 0.969 34.89 78.49' . 161.7 15 i 21 24 6 83/4 30 35 1% 1.135 41.59 93.56 121.3 16 ! 24 26 6% 9 33 39 11 /4 1.405 50.39 113.88 147.5 18 1 25 28 71 101 36 42 1% 1.90 68.4 110.2 199.5 21 30 331/2 8'/ 12 42 49 2 2.50 90.0 145.0 262.5 24 34 38 10 14 48 56 2 3.25 117.1 188.5 3413 27 39 43 11 13'/4 54 63 2 % 4.00 144.0 232.0 420.0 30 43 48 12 1 7th 60 70 2% 4.93 177.5 285.9 517.7 33 47 52 13% 19 66 77 3 5.97 214.9 346.3 626.9 36 51 57 15 21 72 R4 Irx.:e:elx Nil ; 11s.'4 abtn:"4 ' rAid'•Ica,.9 0g iotti :otVii6P. :t:erabxiA0 IMIM. V1/4 vur:: I LJ■ 4d ow) 58 90 105 120 150 Nan: Values listed in this table an based on /', a 3000 psi. For PBLSD or Ultimate Strength Design (USD): V; = Shear design load effect equal to the product of the Toad factor(s) and the nominal shear load. The load factors are in accordance with appli- cable coda. For example, using ACI 318 -77, V1 as 1.4D + 1.7L I- re Table 2A. Standard Amber Bolt Basic Deliipi Values Notes: • 1. The following formula have been cametveti4ely simplified by wire( the values in Table 38: (s) L = 124 par AC1 -349 Appendix B, Sect. 8.4.2 sa (b) m, w 4 pv ACI -349 Appendix 8, Sea. 8.5.1.1 (c) m., = d 7.5 per AC1 -349 Appendix B. Sect. 8.5.1.1 2. Before entering this fable, the total effetxive desip load (T) shall include the appropriue 1 reduction factors (�) and sheaf' coefficient (e). 2 NI c omptttatlons me banal on i a; 3000 pd. =- .arcs - �... -.. 60 ENGMIFZAING JOLIINAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION T = Table 28. Values Bated on ACI 349 -76 Provisions nnwig i a;x?vo f Fice:WMaltrAiretfte i "x P.06 cad (aaon, area 4 factors or probability factors, capacity !Tension design load effect equal to the product bf the load factor(s) and the nominal tension load. fire load factors shall be in accordance with applicable codes. For example, using ACI 318 -71, TF = 1.4D + 1.7L Capacity reduction factor 20.90 for factored design loads under USD 124 Actual Actual 12d 14.95d 16.154 17.264 19.30d ( F. 51) 51000 Use 124 174 17d 174 194 Actual 4.34d S.42d 5.85d 6.25d 6.99d n,e ° d 1 / - Use 5d 7d 7d 7d 7d Actual 11.88d 14.80d 15.99d 17.094 19.104 d 7 .54 .3:42 ( f,) CF tre 12d 17d 17d 17d 19d qd : ... . ..... • • ....... c.) . z rwrirm P-, 411 NIV110:.) dO r 1 E-••• p-4 •-• rTh c 6-1 11 Ca 0 i-1•1 1" TOTAL P,08 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service Location Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency` Project Info Project Address 14816 Military Road S. Date 4/15/99 P.O. Box 69550 For Building Dept. Use Seattle, WA 98168 -9950 Applicant Name: Val Vue Sewer District Applicant Address: 14816 Military Road S. Applcant Phone: ( 206) 242 -3236 Project Description Briefly describe mechanical system type and features. Compliance Option Mechanical Summai y MECH -SUM 1997 Washington State NonresIdentlel Energy Code Compliance Forms 1997 Washi on State Nonresidential Ener• Code Corn • is Form No mechanical system is proposed. ❑ Simple System ❑ Complex;System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) , First Edition -June 1998 Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill In the required information below. 'If available. 2 As tested according to Table 14 -1, 14-2 or 14-3. 9 If required. 4 COP, HSPF, Combustion EfticiencqMappllcable. S Flow control types: VAV, constant volume, or variable speed. OF TUKWILA APR ? 6 1999 Paha CENTER System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged aye? 1:;1 Economizer included? ❑ <54,000 Btuh or 1900 dm? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 1997.Was -' •on State Nonresidential Ene Code Coal • Ii ^ a Form Mechanical Summal y (back) MECH -SUM 1997 Washington State Nonreeldenllel Energy Code Compliance Forme First Edition -June 1995 Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only System Type <70% OA yes no Reference Sec. 1421 eating/Cooling or Cooling Only <54,000 Btu 1900 dm onstant olume r Cooled? Split stem? 84,000 Btu 2800 cfm Simple System Allowed Use Complex System Y Includes ` Econo ? no yes Reference Sec. 1420 I Reference Sec. 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Project Info Project Address 14816 Military Road S. Date 4/15/99 P.O. Box 69550 For Building Department Use Seattle, WA 98168 -9950 Applicant Name: Val Vue Sewer District Applicant Address: P.O. Box 69550, Seattle, WA 98168 - 9950 'Applicant Phone: (206) 242 -3236 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Restroom Restroom 0. 8 30 94 New garage Handling area 1.5 1141 9011.5 " From Table 15-1 (over) - document aN exceptions taken from footnotes Total Allowed Watts 2035.5 p g g Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Restroom 100 Watt 1 100 100 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 100 Allowed Watts Area in ft2 Allowed Watts Location Description per ft or per if (or If for perimeter) x ft (or x If) Covered Parking N/A 0.2 W/ft Open Parking N/A 0.2 W/ft _ Outdoor Areas N/A 0.2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) Building area 7.5 W/If 216 1620 Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts 1620 Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Owner furnished — see plans 3 500 1500 Total Proposed Watts may not exceed Total Allowed Wafts for Exterior Total Proposed Watts 1500 oe m.e nrnn of nrnnnnr,.1 .,.7.14+.4^1, 7.,..., ....,..a « ....... ... ..... 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washin.t. :ate Nonresidential Ener. Code Com.iiance Lighting Summary LTG -SUM First Edition -June 1999 Project Description I C3 New Building E) Addition Ca Alteration Compliance Option L:1 Prescriptive I Lighting Power Allowance Ca Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Pro osed Lightin Watta (Interior) (May not exceed Total Allowed Watts for Interior) PTO osed Li htin Watta a (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the p g g g ) d e f a ult table in the NREC Technical Reference Manual may also be used. Pro Li g g htin Watta (Exterior) (May not exceed Total Allowed Watts for Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft or per if (or If for perimeter) x ft (or x If) Covered Parking N/A 0.2 W/ft Open Parking N/A 0.2 W/ft _ Outdoor Areas N/A 0.2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) Building area 7.5 W/If 216 1620 Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts 1620 Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Owner furnished — see plans 3 500 1500 Total Proposed Watts may not exceed Total Allowed Wafts for Exterior Total Proposed Watts 1500 oe m.e nrnn of nrnnnnr,.1 .,.7.14+.4^1, 7.,..., ....,..a « ....... ... ..... 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washin.t. :ate Nonresidential Ener. Code Com.iiance Lighting Summary LTG -SUM First Edition -June 1999 Project Description I C3 New Building E) Addition Ca Alteration Compliance Option L:1 Prescriptive I Lighting Power Allowance Ca Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Pro osed Lightin Watta (Interior) (May not exceed Total Allowed Watts for Interior) PTO osed Li htin Watta a (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the p g g g ) d e f a ult table in the NREC Technical Reference Manual may also be used. Pro Li g g htin Watta (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Owner furnished — see plans 3 500 1500 Total Proposed Watts may not exceed Total Allowed Wafts for Exterior Total Proposed Watts 1500 oe m.e nrnn of nrnnnnr,.1 .,.7.14+.4^1, 7.,..., ....,..a « ....... ... ..... 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washin.t. :ate Nonresidential Ener. Code Com.iiance Lighting Summary LTG -SUM First Edition -June 1999 Project Description I C3 New Building E) Addition Ca Alteration Compliance Option L:1 Prescriptive I Lighting Power Allowance Ca Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Pro osed Lightin Watta (Interior) (May not exceed Total Allowed Watts for Interior) PTO osed Li htin Watta a (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the p g g g ) d e f a ult table in the NREC Technical Reference Manual may also be used. Pro Li g g htin Watta (Exterior) (May not exceed Total Allowed Watts for Exterior) 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washin.t. :ate Nonresidential Ener. Code Com.iiance Lighting Summary LTG -SUM First Edition -June 1999 Project Description I C3 New Building E) Addition Ca Alteration Compliance Option L:1 Prescriptive I Lighting Power Allowance Ca Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Pro osed Lightin Watta (Interior) (May not exceed Total Allowed Watts for Interior) PTO osed Li htin Watta a (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the p g g g ) d e f a ult table in the NREC Technical Reference Manual may also be used. Pro Li g g htin Watta (Exterior) (May not exceed Total Allowed Watts for Exterior) 1997 ^thin • ton State Nonresidential Ener • Code Com 'rance Form Mechanical Permi. lans Checklist 1997 Washington State Nonresidential Energy Coda Compliance Forms MECH -CHK Flrst Edition -June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14 -3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Specs and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. Ala minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: W hen used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwthin which the supply of heating and cooing energy to the zone le shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if in the proposed budding energy analyst, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F Inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidlstat shall be provided. 1412.4 Setback and Shut -Ott: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being eat tor seven difeent day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,828 Btu/h) or less may be controlled by readily accessbie manual off -hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving condtioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion al intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shal Include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticip ate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shal have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device that have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Alr Economizers 1413.1 Operation: Air economizers shat be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or al of the buiding'e cooing loads. 1413.3 InteWeted Operation: Building Hosting Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required bas follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shat not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the budding envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 13. Outside air duct runs are considered building envelope unit they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside air ducts meet the above fisted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other duds and plenums shal be thermaly insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwod( within a space that serves that space only. 1415 Piping Systems 1415.1 insulation: Piping shall be thermaly insulated In accordance with Table 14-8. Exception: Piping instated within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAG 51.28) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualfy as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Air cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shal comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats that be interlocked to prevent simutaneous heating and cooling. Systems which provide heating and cooling sinutaneousy to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be instated on single package unitary fan - cooing units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of al units without economizers shall not exceed 24 0,00 0 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Alr Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 a 70 gal storage 0.55 0.70 1997 ^thin • ton State Nonresidential Ener • Code Com 'rance Form Mechanical Permi. lans Checklist 1997 Washington State Nonresidential Energy Coda Compliance Forms MECH -CHK Flrst Edition -June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14 -3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Specs and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. Ala minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: W hen used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwthin which the supply of heating and cooing energy to the zone le shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if in the proposed budding energy analyst, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F Inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidlstat shall be provided. 1412.4 Setback and Shut -Ott: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being eat tor seven difeent day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,828 Btu/h) or less may be controlled by readily accessbie manual off -hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving condtioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion al intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shal Include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticip ate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shal have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device that have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Alr Economizers 1413.1 Operation: Air economizers shat be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or al of the buiding'e cooing loads. 1413.3 InteWeted Operation: Building Hosting Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required bas follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shat not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the budding envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 13. Outside air duct runs are considered building envelope unit they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside air ducts meet the above fisted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other duds and plenums shal be thermaly insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwod( within a space that serves that space only. 1415 Piping Systems 1415.1 insulation: Piping shall be thermaly insulated In accordance with Table 14-8. Exception: Piping instated within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAG 51.28) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualfy as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Air cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shal comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats that be interlocked to prevent simutaneous heating and cooling. Systems which provide heating and cooling sinutaneousy to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be instated on single package unitary fan - cooing units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of al units without economizers shall not exceed 24 0,00 0 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Alr Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. aAh r esve) li ;. -M ?i atM ,.;H +k rr,.;e`, 7as+ .' ?tw uks sr;t.�•ro_FTL` "i'. ^.. :T. :^,r±;rA; - :. Y.•.'t`' 1997 Washington State Nonresidential Energy Code Compliance Form. For compliance: • 1- ,r,...• 'L • I --• -11= , -.1 •• - •i1• - Envelope UA Calculat1 ` ns Climate Zonel ENV -UA 1 Flat Ed1Con - Juno 1998 Pro)ect Address 14816 Military Road S. Space Heat Type Gas Glazing Area as % gross exterior wall area Concrete/Masonry Option Building Component List components by assembly ID & page # >(9 0 6 l a U= U= Plan ID: Plan ID: Plan ID: Plan ID: N/ U= 1 . 2 Plan ID: 4,5,6 &7, 'p.3 U 0 . 6 Plan ID: 1 ,2 &3, p.3 U= Plan ID: ' a a) v Vr o S 8 e t$ 1 .9 as U= 0.9 Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: N/A R= Plan ID: R= Plan ID: R= Plan ID: R= 19 Plan ID:Exist Roof Are R= 30 Plan ID:New Roof Area R= Plan ID: R= R= R= R= R= R= R= R= 19 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: otw " Note: Sum of Target Areas here should eq R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= R= R= R= 0 Plan ID: Plan ID: Plan ID: Plan ID: ❑w 0.32 ❑. C3 . Proposed UA U- factor x Area (A) = UA (U x A) 0.9 10 = 9 1.2 595.5 = 714.6 0.6 60.0 = 36.0 0.6 595.5 = 357.3 a 0.054 0.032 1000 = 54.0 1341 = 42.9 0.054 2447.5 =132.2 ual Target Opaque Wall Area (see back) R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: " Note: If insulated to levels required for opaque walls, list above with opaque walls 0.73 2341 = 1708.9 I 7795 2697.6 Date 4/15/99 For Building Department Use Target UA U- factor x Area (A) = UA (U x A) 0.9 10 = 9 0.5 2341 = 1170 .14 2507.5 = 351.0 3151.4 Totals Totals' 7795 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1: OG= 2: 0G■ 3: VG= 4: 5: 6: Envelope SHGC Ca culations I,(• Climate Zone • III ENV -SHGC 1997 Washington State Nonresidential Energy Coda CompHancs Forms Glazing List components by assembly ID & page Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Proposed SHGC SHGC* x Area (A) = SHGC x A 0.9 10 9 10 9 Target SHGC SHGC x Area (A) = SHGC x A 1 10 = 10 s 10 10 'Note: Manufacturers SC may be used in lieu of Target Area Adjustment Calculations Glazing Area Opaque Area Gross Exterior Wau Area 1 Roofs over Attics Other Roofs wails For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) Target 00 Area in Roofs over Attics 1: 4 lesser (circle) 7: ■ Proposed Opaque Area 4: 5: Proposed Opaque Area 16: + Totals / I X I+ 1 100 1= f Max OG Remaining 18: Maximum Target Glazing Area Target OG Area in Other Roofs 2: a lesser (circle) 8: Proposed OG Area Target OG Areal 1: 2: Total Target OG Area (sum #10 + 611) Proposed VG Area 10 1 1 Target VG Area Totals VG Area I Target Opaque Area Target Opaque Area 1 +13: I _ 19: � _ Note: If them Is more than one type of w all, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. First Edidon - June 199a Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 97.01.1 1, 4 4114 dr46rrrlwesserirt4Mediipelieabh lifelrbeT4tttettIRaldtiewtimw thdMrofrbelage of this form. TargetrifeiMlullrllW rim* afiPflllbl/1rPNetapldlldbiegral ebl Plate dItiGRtliNi1Y Mon Above. • Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum lnsuladon R- values Roofs Over Attic (see over for definitions) N / A All Other Roofs Gross Exterior divided by Wall Area R 30 Opaque Walls '— 3100 N/A Below Grade Walls - ❑ Check here if using this option and if project meets all requirements for the Conctele/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. N/A Floors Over Unconditioned Space N/A Slabs -on -Grade 0 Radiant Floors N/A Maximum U- lectors Opaque Doors 1.2 Vertical Glazing 0.9 Overhead Glazing N/A Maximum SHGC (or SC) Vertical/Overhead Glazing ' N/A Space Heat Type ❑ Electric Resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be Included in the Gross Exterior Wall Area it they are Insulated to the level required for opaque wails. Total Glazing Area (rough opening) (vertical & overhd) Gross Exterior divided by Wall Area times 100 equals % Glazing 10 '— 3100 X 100 = 0.32 Concrete/Masomy Option p ❑ Check here if using this option and if project meets all requirements for the Conctele/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address 14816 Military Road S. Dat° 4/15/99 Tukwila, WA For Building Department Use • Applicant Name: Val Vue Sewer District Applicant Address: P.O. Box 69550, Seattle, WA 98168 -9550 Applicant Phone: (206) 242 - 3236 1'( a •• A 1 Envelope Summary \•• _ •_, ENV -SUM ,c • • . •u• :� I III Climate ZonE: First Edition - June 1996 1997 Washington State Nonresidential Energy Code Compliance Forms Compliance Option Semi-heated space' Roofs Over Seml- Heated Spaces• Minimum Insulation R- values 'Refer to Section 1310 for qualifications and requirements Notes: U Prescriptive ® Component Performance (See Decision Flowchart (over) for qualifications) 11. (Project Description I ❑ New Building ® Addition ❑ Alteration ❑ Change of Use ❑ EN\/STD al .iiil 1tOVAG 3 .ef111ir:457i • ❑ Systems Analysis Opaque Concrete/Masonry Wail Requirements Insulation on interior - maximum U- factor Is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor All Insulation installed? Opaque Wad R -11 Masonry wails prtq U-0.19 Masonry wells (other) U-0.25 Bea/ grade walls (ext) R -10 Below grate wells (othr) R -11 Rods over attics R-30 An other roofs R -21 Floors over uno nd sp. R -19 Slebson -grate R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vat OH Ares % U U S-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 20-25% 0.60 1.30 0.65 At Insulation Installed? Opaque Wad R -11 Below grade wells (ext) R -10 Below grade walls (athr) R -11 Rods over amts R -30 All other roofs R -21 Floors over unoondsp. R -19 Slabs- on-grade R -10 Radiant iloore R -10 Opaque doors U-0.60 Glazing Criteria Met? Glazing Vert OH Nee % U U SHGC 00.15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 2030% 0.60 1.30 0.65 30-40% 0.50 1.25 0.45 All Insulation Installed? Opaque Wale R -19 Masonry walls (int) U-0.19 Masonry walls (other) U-0.25 Blow grade walls (ext) R -10 Below grade wails (dhr) R -19 Rods ad attics R-38 All other rods R-30 Floors oar unamd. R-30 Slabs-on -grade R -10 Radiant floors R -10 Opaque doom U-0.60 Glazing Criteria Met? Glazing Vat OH Area % U U SHGC 00-20% 0.40 0.80 1.00 Al Insulation Installed? Opaque Wds R-19 Below grade walls (ext) R -10 Below grade wells (dhr) R -19 Roofs over attics R-38 All other roofs R-30 Floors met unocod. R-30 Slabs-on -grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Mat? Glazing Vat OH Area % U U SHGC 00.20% 0.40 0.80 1.00 Envelope Summary (back) •r _ •_. r_t. ••_ .rr. Climate Zone 1 •III ENV -SUM 1997 Washington State Nonresidential Energy Coda Compliance Forms First Edition - June 190E Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualities for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determin ng building envelope requirements, the following two categories comprise all space heating types: Other All other space heating systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W /8 of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating In variable air volume distribution systems. Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) Totals Area weighted HC: divide total of (HO x area) by Total Area NC x Area •lf the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. 5 Project Address 14816 Military Road S. Date 4/15/99 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed N/A 1302 Space heat type Ye no n.a. Electnc resistance re. no n.a. 'Other indicate on plans that electric resistance heat is not allowed 6 yea no ; 1310.2 Semi- heated spaces Semi- heated spaces identified on plans if allowed N/A 1311 insulation ■ no n.a. 1311.1 Insul. installation Indicate densities and clearances 5 'yea no n.a. 1311.2 Roof /ceiling insul. Indicate Ft-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 5 y■ no n.a.. 1 1.3 'Wall insulation indicate Ft-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; 5 yea no n.a 1311.4 Floor insulation indicate Ft-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 N/A ye no n.a. .• •n- gradeoor n•icaa vaueonwase on oroun.aon•eal; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected ye no n.a. I 1311.6 - Radiant '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 raced. by Official u n.a. 1312 'Glazing and doors 'Provide calculation of glazing area (including vertical and overhead) as percent of gross wall area 3 y■ 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 3 y. no ( n.a 1312.2 S1-IGC & SC indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control (r n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side 5 YY y■ )no n.a. 1313.2 Root /ceiling vap.ret. Indicate vapor retarder on rooTsection; Indicate yap. retard. with sealed seams for non -wood struc. 5 (yaps n.a. 1313.3 all vapor retarder Indicate vapor retarder on wall section 5 yea no (. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section y. no ('n 1313.5 Crawl space yap, rat. Indicate six mifblack polyethyTene overlapped 12' on ground 1314 Air leakage no n.a. 1314.1 Bldg. envel. sealing indicate sealing, caulking, gasketing, and weatherstripping • - n.a. . azin. •oor sea ng n• ca e wea ers upping yea no (a.a.`, 1314.3 Assemb. as ducts indicate seating, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) y no - Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary X if "no" is c rcied for any auestion. provide explanation: 1994 Washino' State Nonresidential Ener Code Com•liancp,Form Building Permit Plans hecklist ENV -CHK First Edition -June 1998 1997 Washington State Nonresidential Energy Code Corn 1997 Wa ton State Nonresidential Ener. Code Corn : Form Building Permit Plans Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK First Edition • June 1998 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: Al insulation materials shal be installed according to the manufacturer's instructions 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- value. 1311.2 RoofICdling insulation: Open-blown or poured loose- fill 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 top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall 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 shall 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 shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shal be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty4our inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor. Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum cistance of twenty4our inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostiine, whichever is greater. Above grade Insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top d the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally Isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: Li-factors for glazing and doors shall be determined, certified and labeled in accordance with Standard 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 shall be production tine units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determned, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficents for glazing shall betaken from Chapter27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of 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/Ceiling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (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 shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating condtioned from unconcitioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. Revised November 15, 1999 File No. 712 -90210 RECEIVED NOV 1 71999 COMMUNITY DEVELOPMENT Attn: Dave Larson Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Project Name Steel Garage Installation, Val Vue Sewer District Project Address 14816 Military Road South, Tukwila. Permit No. D99 -0105 We have completed the requested special inspections on the subject project. Our final report, dated August: 20, 1999, is numbered FR 6018. WORK REQUIRED WORK INSPECTED Structural steel erection & bolting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. . Sincerely, . PROFESSIONAL SERVICE INDUSTRIES, INC. 1 iTa— Sam Yaghmaie, P. E,, Manager, Seattle Construction Services Department cc: Charles May, HAD Consulting Engineers Structural steel erection & bolting Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282.0710 : ars /EA td1hOPIII Informagn .To Build On Engineering • Consulting • 7bsting g October 29, 1999 File No. 712-90210 Attn: Dave Larson Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Structural steel erection & bolting Project Name Project Address Permit No. We have completed the requested 20, 1999, is numbered FR 6018. WORK REQUIRED ce: Charles May, HAD Consulting Engineers Steel Carle Installation 48 Avenue South Sincerely, PROF SIONAL SERVICE INDUSTRIES, INC. am Yaghmaie, P. E., Manager, Seattle Construction Services Department WORK INSPECTED special inspections on the subject project. Our final report, dated August Structural steel erection & bolting Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282.0666 • Fax 206/282-0710 To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. } 0 City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering DATE: April 28, 1999 SUBJECT: VALVUE SEWER DISTRICT Addition to Existing Garage 14816 Military Road S Project Number: PRE98 -017 Permit Number: D99 -0105 Contact Person: Jim Daily Phone: (360) 825 -7768 John W. Rants, Mayor James E Morrow, P.E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON April 28, 1999: Storm Drainage Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /jjs CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application ) PERMIT FEE $ 25.00 TOTAL: $ 25.00 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 i April 2, 1999 Jim Dailey 1724 Cole Street Enumclaw, WA 98022 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0105 Val Vue Sewer District 14816 Military Rd S Dear Mr. Dailey: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 31, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: The City requires that four (4) 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 four (4) 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. 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 the Permit Center at (206)431 -3672. Sincerely, L$ 6 1 katd1L+Itti -- Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0105 `. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 1. Restroom must be framed for barrier free; 2. Requires U.B.C. analysis for occupancy use, type of construction rated wall near property line; 3. Provide site plan with dimensions to property lines; and 4. Complete energy code form (H -7) with plans to match. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 tie n - e I ' fief•iii,C' ` • 1 . , NW DEPARTMENTS: Building Division M I c Works 4 -71 TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: Approved \PR•ROUTE.DOC 6/98 Fire Prevention VL A,u, 4 Structural PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -27 -99 Complete Incomplete n Not Applicable Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) Plannin'" gSivision Permit Coordinator APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -25 -99 Approved with Conditions ❑ Not Approved (attach comments) Comments: No further Review Required n REVIEWERS INITIALS: DATE: Approved ri Approved with Conditions r Not Approved (attach comments) ri REVIEWERS INITIALS: DATE: DUE DATE: REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D99 -0105 DATE: 3 -31 -99 PROJECT NAME: VAL VUE SEWER DISTRICT _XI_ Original Plan Submittal Response to Correction Letter # Response to. Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: B ildif Divi on Pu•lic Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete TUES /THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) \PR•ROUTE.000 6/96 PLAN REV & xa d EW U SLIP Fire Pre lion Structural � ` PIanI Permit inator DUE DATE: 4 -1 -99 J5z. a, Not Applicable ❑ Comments: Ole t-fry No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 - 29 - 99 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE• CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 4l./ 4 /7P Plan Check/Permit Number: pqq. 0'0f Et. Response to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued Project Name: 1 1141 vie, sewer Project Address: Contact Person: Summary of Revision: ¢/2/99. Dile 14616 tetilitOti I tiIe Alone Number: (p 6 1.- '77lp J 441sei L/A. e Sheet Number(s) ,? 4 ? 9 "Cloud" or highlight all reas f rev i sio s a►rd date evisions. Submitted to City of Tukwila Permit Center D Entered in Sierra on y'�.� - AgOErveD MY OF TUKWILA APR 2 6 1999 PERMIT OENTER 3/4/99 Dear Sir: City of Tukwila Fire Department Review Control #D99 -0105 (512) Fire Department Thomas P. Keefe, Fire Chief April 8, 1999 Re: Val Vue Sewer District - 14816 Military Road South 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) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. John W. Pants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 5754439 (NFPA 70) 4. 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. 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, 66t"' The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 05/04/1999 12:.5. 4258228758 HOPfON DENNIS PAGE 02 05/04/1999 ,12: 44 •:;,;, 360-82S-318i ALPHA • ' ,• • ,. .: •.4 PAGE 01 At•A , • , • , , ._... . , • , • • 1• .1. ••■• ■1111110.■ • . • . • . ..• ...• ..••••.. I • Slynature 11.;.•A1 by .01•1 DEPARTMENT OF LABOR AND INDUVREES MOIST8170 AS PROVIDED SY LAW AS Ca9T CONS =UAL - :.2XOIST. XXP. DATE CC01. '.; ALPHASE111r 07/11/1999 TIPICTIW, :DATX ALPHA STEEL minums3 iNC' 1734 COLE ST ENUMCLAW Wk 98022 • NM!: .1 DCntkaa REGISTERED AS PRIAMDED AY LAW AV COMM COMP 4111BIBAL XXOZST. XXP. DATE CCO1 ALPHASE117PU 07/11/1999 EPPECTZVX DATE *10/21/1999 AL STEM WILDING 1724 COLS T ENUMCLAW 22 • , . • • • ''.• • ,, 11-.7.143VE MIES.,VIST. 'THIN& Co12".5! Ana ?EAR . Please Remove And Sip Identification Card Before Placing in Billfold EPARTMENT OF LogIOR AND NM:VRIES "boa ilderwi AVE y sm•1& arser: g.t ■• , •;•,. VAL VUE SEWER DISTRICT OFFICE BUILDING 1 -1 /2 STORY - 2 - 1/2 "0 _NPT HYDRANT 3.5 DIA. PROPANE TANK 1 -STORY ETAL BLD (GARAGE) F. =339.4 CB ( NH FEET ) 1 inch = 20 ft. KCAS MERIDIAN VERTICAL DATUM: N.A.V,D. 88 PROJECT BENCHMARK: TOP MONUMENT CASE AT INTER. MILITARY ROAD S. & 144TH AVE. S. ELEV. = 354.19 FEET GRAPHIC SCALE t0 a0 w DESIDNED CD DRAVM CD/PC CHECKED CNN SYMBOL REVISED PER CITY REVISION RLP BY ----- CWM 4/21 /99 APPROVED DATE 12 ' CMP SIR SSMOH SANITARY SEWER MANHOLE C.O. SANITARY SEWER CLEANOUT O WATER METER STORM SEWER MANHOLE ❑ CATCH BASIN GAS VALVE LIGHT STANDARD VEGETATION 87'55'25" W GE LEGEND PROPOSED GARAGE ADDITION Horton Dennis & Associates, Inc. Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON (425)- 822 -2525 4 "0 FOOTING DRAIN w 0 z 28.0' 3.0' R BY CONTRACTO O SSMH NOTES: DETAIL 'A' N.T.S. VAL VUE SEWER DISTRICT ALL SITE WORK SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA AND THE CURRENT EDITION OF THE WSDOT /APWA STANDARD SPECIFICATIONS. CONSTRUCTION ITEMS: QA - CONNECT EXISTING UTILITIES TO NEW BUILDING © - INTERCEPT EXISTING FOOTING DRAINS WITH NEW FOOTING DRAIN LINE AND TIGHTLINE TO STORM DRAINAGE CONVEYANCE SYSTEM. © - INTERCEPT EXISTING ROOF DRAIN TIGHTLINE WITH 6 "0 PIPE, AND CONNECT TO EXISTING STORM DRAINAGE CONVEYANCE SYSTEM. APPROVED DATE 7 - 31 - 98 SCALE 1" = 20' FB NO. FILE COPY I ,i nderstand that the Plan Check approvals are s ..b l ert to errors and omissions and approval of pI A'S does not authorize the violation of any adapted code or crcina•,Y_: Receipt of con- tractor's copy of approved plans acknowledged. By Date (/- /y-� Permit No J.L1 ' Works 4010 W f� yIR 1 orks for conformance wfth current City standards. Acceptance is subject to error AY - - sion:_ Which do not authorize violations of ALL e.• standards or ordinances. The responsibility fo adequacy of the design rests totally with the design- er. Additions, deletions or revktons to these drawings after this date Wdl void this acceptance and will require a reatdlttdBal of revised drawings for seen& quent approval. Final acceptance Ie woo lDam tenth► Public W Date: sTn SAW CUT 2" CLASS B PAVEMENT REPAIR SECTION N.T.S. Dq'i 0105 SITE PLAN PROPOSED GARAGE ADDITION PERMIT SUBMITTAL C!/ 04 ^ 6" STC �t AL.a - - -•'. �;I 2 , '41, 199 P eRMorCF iv,eR ACRD FLE: 7188.0 JOB NO. 7188.00 SHEET NO 2 OF 1 2 # OPENING DIMENSIONS DOOR /FRAME TYPE "U" FACTOR CLOSER THRESHOLD WEATHER -STRIP 0 3' - 0 x 6 - 8 METAL, ANS /SDI -100, GRADE III, EC HEAVY DUTY 16GA, POLYSTYRENE FOAM CORE 0.6 X X X 0 3' -0 o 6' -8 METAL, ANSI /SDI -100, GRADE III, EX HEAVY DUTY 16GA, POLYSTYRENE FOAM CORE as X X X 3 3' - 0. x 6' - 8 METAL ANSI/SDI - 100, GRADE III, EX HEAVY DUTY 16GA, POLYSTYRENE FOAM CORE 0.6 X X X 4 O 13' -0 x 13' - 6 OVERHEAD METAL DOOR, 24GA, NM— INSULATED BY "OVERHEAD DOOR' CO. 1.2 — — X 5O 12' - 0 X 12� - EXISTING OVERHEAD METAL DOOR 1.2 — — X ® 12' O x 12' —O EXISTING OVERHEAD METAL DOOR 1.2 — — X 11' -0 x 12. -6 BY OVER VERHEAD DO METAL O C OOR, O. 240A, NON INSULATED ° 1.2 - - X ® 3' -0 x 6' -8 SOUD CORE WOOD NWMA N/A — — — PROP. FIN. FLO PROP. FIN. FLOOR 339.16 18' -0" PROPO EXISTING ADDITION -0' -6 WINDOW n 1❑ EXISTING TYPE 1 CATCH BAN W/ FLAT GRATE ELECTRIC WATER HEATER THROUGH WALL BATHROOM FAN 3'- 0 x6 -8 D PROVIDE ROUST IN FOR FUTURE PLUMBING N0510iS. FIXTURES TO BE FURNISHED/INSTALLED BY TRITER. 0 EXISTING ETAL BUILDING PROP. FIN.. FLOUT / I 339.40 PROP. FIN. FLOOR 339.18 RELOCATE EXISTING STAIRS MODIFY EXISTING RAIUNG 11' OVERHEAD DOOR 3' -0" X 6'-8 STEEL DOOR (TYPICAL) PROPOSED 2' X 'D' STUD WALL 12' ON CENTER W/ 2 - 5/8' SHEET ROCK DES L MED CD /CWM DRAWN CD /.IPC CHECKED CWM SYMBOL REVISED PER CITY OF TUKWILA REUSED PER DISTRICT REVISION CWM CWM RLP CD APPROVED 20%98 DATE 1c H[ / NOTE: SEE DETAILS SHEET 7 FOR STORAGE AREA FRAMING AND RAIUNG 41(n PLAN VIEW SCALE: 1/4" = 1' -0" Horton Dennis '& Associates, Inc. Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON (425) 822 2525 EXISTING 2' X 2' COLUMN FOOTING VAL VUE SEWER DISTRICT NOTES 1. EXISTING WALLS HAVE R -19 SEMI -RIGID INSULATION w /WHITE VINYL FACING. 2. EXISTING ROOF HAS R -19 SEMI -RIGID INSULATION w /WHITE VINYL FACING. /9 3. NEW EXTERIOR WALLS TO BE INSULATED USING R -33 SEMI -RIGID w /WHITE VINYL FACING. 4. NEW ROOF AREAS TO BE INSULATED USING R -30 SEMI -RIGID w /WHITE VINYL FACING. 5. BLDG JOINT SEAL GASKETS SHALL BE MFGS STANDARD. SEALANT FOR SIDELAP, ENDLAP AND FLASHING SHALL SHALL BE A MIN OF 3/16" PRESSURE SENSITIVE TAPE CONSTRUCTED OF A BLEND OF BUTYL RUBBER AND INERT FILLERS. CLOSED CELL CLOSURES MATCHING THE PANEL PROFILE SHALL BE INSTALLED AS NECESSARY TO PROVIDE WEATHERTIGHT BLDG. SEALANT SHALL BE MFGS STANDARD, NON- STAINING, ELASTOMERIC TYPE. 8. THE SOUTH /EAST WALLS OF THE EXISTING BLDG PROVIDE A ONE -HOUR FIRE SEPARATION. 9. PROVIDE WEATHER- STRIPPING ON ALL DOORS AND WINDOWS. UNIFORM BUILDING CODE DATA /REQUIREMENTS OCCUPANCY GROUP S, DIV 3 TYPE OF CONSTRUCTION EXTERIOR - PRE - ENGINEERED, PREFABRICATED METAL BUILDING. INTERIOR - WOOD PARTITION WALLS OF 5/8" GYPSUM BOARD. FIRE RESISTIVE EXISTING BUILDING, SOUTH /EAST WALLS RESTROOM FACILITY SHALL COMPLY WITH ADA REQS FOR "BARRIER - FREE ". APPROVED DOOR SCHEDULE WINDOW SCHEDULE GLAZING AREA CALCULATION GLAZING AREA = 10.0 SQ FT WALL AREA = 3100.0 SQ FT % GLAZING AREA = 0.32 BUILDING PLAN PROPOSED GARAGE ADDITION PERMIT SUBMITTAL arr y" R aa F 4b 4PR 2 x , 74 1 X24 OR ACRD FILE TBBBLOG.DWG JOB NO. 7188 SHEET NO. 3 OF 12 TOTAL # DIMENSIONS GLASS FRAME SQ FEET FACTOR 1❑ 4' -0 x 2' -6 DOUBLE ALUMINUM 10 0.9 PROP. FIN. FLO PROP. FIN. FLOOR 339.16 18' -0" PROPO EXISTING ADDITION -0' -6 WINDOW n 1❑ EXISTING TYPE 1 CATCH BAN W/ FLAT GRATE ELECTRIC WATER HEATER THROUGH WALL BATHROOM FAN 3'- 0 x6 -8 D PROVIDE ROUST IN FOR FUTURE PLUMBING N0510iS. FIXTURES TO BE FURNISHED/INSTALLED BY TRITER. 0 EXISTING ETAL BUILDING PROP. FIN.. FLOUT / I 339.40 PROP. FIN. FLOOR 339.18 RELOCATE EXISTING STAIRS MODIFY EXISTING RAIUNG 11' OVERHEAD DOOR 3' -0" X 6'-8 STEEL DOOR (TYPICAL) PROPOSED 2' X 'D' STUD WALL 12' ON CENTER W/ 2 - 5/8' SHEET ROCK DES L MED CD /CWM DRAWN CD /.IPC CHECKED CWM SYMBOL REVISED PER CITY OF TUKWILA REUSED PER DISTRICT REVISION CWM CWM RLP CD APPROVED 20%98 DATE 1c H[ / NOTE: SEE DETAILS SHEET 7 FOR STORAGE AREA FRAMING AND RAIUNG 41(n PLAN VIEW SCALE: 1/4" = 1' -0" Horton Dennis '& Associates, Inc. Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON (425) 822 2525 EXISTING 2' X 2' COLUMN FOOTING VAL VUE SEWER DISTRICT NOTES 1. EXISTING WALLS HAVE R -19 SEMI -RIGID INSULATION w /WHITE VINYL FACING. 2. EXISTING ROOF HAS R -19 SEMI -RIGID INSULATION w /WHITE VINYL FACING. /9 3. NEW EXTERIOR WALLS TO BE INSULATED USING R -33 SEMI -RIGID w /WHITE VINYL FACING. 4. NEW ROOF AREAS TO BE INSULATED USING R -30 SEMI -RIGID w /WHITE VINYL FACING. 5. BLDG JOINT SEAL GASKETS SHALL BE MFGS STANDARD. SEALANT FOR SIDELAP, ENDLAP AND FLASHING SHALL SHALL BE A MIN OF 3/16" PRESSURE SENSITIVE TAPE CONSTRUCTED OF A BLEND OF BUTYL RUBBER AND INERT FILLERS. CLOSED CELL CLOSURES MATCHING THE PANEL PROFILE SHALL BE INSTALLED AS NECESSARY TO PROVIDE WEATHERTIGHT BLDG. SEALANT SHALL BE MFGS STANDARD, NON- STAINING, ELASTOMERIC TYPE. 8. THE SOUTH /EAST WALLS OF THE EXISTING BLDG PROVIDE A ONE -HOUR FIRE SEPARATION. 9. PROVIDE WEATHER- STRIPPING ON ALL DOORS AND WINDOWS. UNIFORM BUILDING CODE DATA /REQUIREMENTS OCCUPANCY GROUP S, DIV 3 TYPE OF CONSTRUCTION EXTERIOR - PRE - ENGINEERED, PREFABRICATED METAL BUILDING. INTERIOR - WOOD PARTITION WALLS OF 5/8" GYPSUM BOARD. FIRE RESISTIVE EXISTING BUILDING, SOUTH /EAST WALLS RESTROOM FACILITY SHALL COMPLY WITH ADA REQS FOR "BARRIER - FREE ". APPROVED DOOR SCHEDULE WINDOW SCHEDULE GLAZING AREA CALCULATION GLAZING AREA = 10.0 SQ FT WALL AREA = 3100.0 SQ FT % GLAZING AREA = 0.32 BUILDING PLAN PROPOSED GARAGE ADDITION PERMIT SUBMITTAL arr y" R aa F 4b 4PR 2 x , 74 1 X24 OR ACRD FILE TBBBLOG.DWG JOB NO. 7188 SHEET NO. 3 OF 12 or, .223. 2 • 0 2 I: «. « « 1 1 - -6 « 2 6 t c;;Ex.EaRicd TO REMAIN --i 5 0 0 2 6 2 2 2 0 , 7INUE 2 BEYOND 13111LOING 6 « /POSTING, SLAB BEHIND DES I GNED CD/CWM DRAWN CD/JPC CHECKED CWM 2 SYMBOL 10 24 PROPOSED EXTENSION REVISED PER DISTRICT Li - L REVISED PER CITY OF TUKWILA X 4 REVISION NEW RN. FLOOR 0 NORTH END ELEV. 339.40 II 0 II i 11 0 El 11 0 11 3 0 0 0 0 0 « « t « 11 « 11 3 « « 11 0 2 II 11 11 i , 11 2 !I 1E 11 « :1 3 0 0 3 11 « 11 2 2 5 0 11 11 0 11 0 3 11 2 2 2 11 0 3 11 « 11 « 2 0 « 1 11 11 11 0 II 0 11 11 11 2 11 « 2 2 0 2 ;i 11 0 11 11 1 1E 11 2 1 11 II 0 11 11 5 11 11 11 3 2 2 II 3 2 2 0 0 2 0 0 « 11 2 0 0 2 2 2 2 11 2 11 11 2 11 11 1 « 11 2 0 11 « 11 « II 2 11 :1 3 11 2 2 5 2 0 11 II 1 0 11 11 0 0 3 11 2 11 2' 2 « 3 « 2 6 0 1. 5 11 49'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" EXIST. FOUNDA1101, 25 — 0" EXISTING EXISTING CROSS BEAM TO REMAIN INSTALL NEW WALL PANELS RLP CD FINISHED FLOOR BEHIND NORTH ELEVATION SCALE: 1/4" = APPROVED DATE 39 EXIST FIN FIR — 5 T 1 1 J_ J r T L CWM 4/5/99; Firm C E ngineer s, pla an S urveyo r s cwm 10/20/981 KIRKLAND, WASHINGTON (425)-822-2525 1 2 1/27 _,,2-2. = -,- «,--,,,, 16; I:: ,, r-2=;«,. -=-,:,,'-'«;-• i' E -,, ,, , =:j ; = .F.: '21: --- ;,--,- ' ' , ,4 , 1 1 ,, :, .. 1 1:; " : .,, -= -= . -_,,, 22 r -1- • 11 1 «, 111 1 « it il 1 : 1,1 .,1.11, 11 111 ,E,1 ,,, ,!,, ,, . ,, 1 .., : , ,1 1 iii i I 1111 1,,,. 1..,!..,, ..,,...,,..:! !!! 1 i i i i i r, „ g , ,,,,«, . ... l 0 1 11 11 II 3, 0 0 0 2 0 12 , r 1 , v. 0 1 , '• 0 0 EX1.11N7 SHOwN DASHcv « « ii 1 1 r il II ii ii ii 1'1 II 2 6 0 1 , 3 , 1 . ”, « 0 0 11 1 1 I , E, I :l l q 1 1 1 1 1 1 :1 , 1 1 i i 1 1 2 1 1 ' 1 1 1 . 1 '1 1'' i , I ..., 1 0 , I1 1 1 1 1 1 1 1 1 i ll 1 11 1 1 1 1 1 2. 1 1 1 1 ,. 0 ii. !,,, , 1 1 ., II II II ll :1 ::: il :.: I I: :: THE TOP' 0F,LiTHi EXI 2 AND'iPROPOstD FOUNDATION., ii 'I 0 « ii ii ii 6 il ii ii ii 2 ii « i 11 11 2 IS 61 ABOVEi FINISH !FLOGR i ,i i ii i i i , i ii_ i ' i it ii 6, ii ii ii ii « ii ,1 ii li OF EXISI1NG,BUILIDINO. ii « i, « i l « « « 1 S-0" X:, 66-8- TE 12 DOOR 2 11 II 2 11 11 11 11 11 II « II 11 El 11 II U 11 11 11 11 11 II II II 3 II 0 11 II 0 11 ii 11 11 I! 11 2 11 E1 11 11 11 , 6 ii. !, ; 11 li , i I■ ii li « 0 2 2 2 0 i 2 0 2 6 0 « 0 0 0 0 ,I « « « 6 :,..! _ i,_ , ,F. ,,. ,..t , „:::,,:::: „, :i.,i,Li r., ,,....." , ,, , ,. : ,iit ,..„_.r._,!,„...„. 72ti _._ 1, .ii„ :7'd ._...L, t. _4 INSTALL NEW GARAGE DOOR AND FRAME 13-0" OPENING FINISHED FLOOR ELEVATION = 339.40 1/21 EXIST. TOP 40'-0" EXIST. SLAB 8' V-0 X 6-8" STEEL DOOR n , (TYPICAL) GARAGE DOOR 339.40 EXIST. FIN FLOOR 12 OPENING 45 PROPOSED ADDITION NOTE: 1. RECONSTRUCT EXISTING ROOF TRUSSES, PURLiNS AND COVERING TO MATCH NEW ROOF PROFILE. 2. STEEL SIDING TO BE SIMILAR TO EXISTING. SHOP PRIME AND FIELD PAINT. EXIST. FOUNDA710N EAST ELEVATION SCALE: 1/4" = 1-0" FOR ROOF MODIFICATIONS SEE STRUCTURAL DETAILS .,-- - t ■ li■ ,_ 2— CEIUNG WEB —L RELOCATE EXISTING RELOCATE EXISTING WEST ELEVATION SCALE: 1/4" = 1-0" GARAGE DOOR 126-0" OPENING 40 —0 EXIST. SLAB V-0" (MIN) 18 PROPOSED ADDITION 12 — 11/2 • 7 11_ ( -4 INSTALL NEW GARAGE DOOR AND FRAME i0 0 11 OPENING (MIN) q- 1 INSTALL NEW WALL PANELS ,i0a0S 3 '63 \AM VAL VUE SEWER DISTRICT APPROVED DATE 7-31-98 SCALE NOTED FB NO. BUILDING ELEVATIONS PROPOSED GARAGE ADDITION PERMIT SUBMITTAL ACAD PLE: 7158BLDG.DWG JOB NO. 7188 SHEET NO. 4 DE 12 47 -2 P 6 , _ o„ tirre,svr : 4207 EXPIRES 8/20/00 VAL VUE SEWER DISTRICT DATE 7 -31 -98 APPROVED SCALE NOTED FB NO. TYPICAL INTERIOR SECTIONS PROPOSED GARAGE ADDITION PERMIT SUBMITTAL ELEV. 339.16'- NEW FIN. FLOOR 39' -0" SECTION SCALE: 1/4" = 1' -0' 3 DES 1 GNED CD /CWM DRAWN 1 /JPC CHECKED CWM SYMBOL REVISED PER DISTRICT REVISION CD BY CWM APPROVED Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON (425)- 822 -2525 Horton Dennis & Associates, Inc. -_ - - - -- I- I - NEW OVERHEAD STORAGE CEILING WEB STAIRS PER BUILDING CODE RELOCATE EXISTING GRADE BEAM BEHIND ELEV. 339.18 18' -0" PROPOSED ADDITION 12 1 /2[ 24' -0" FOR OF MODIFICATIONS SEE STRUCTURAL DETAILS ELEV. 339.40 SECTION SCALE: 1/4 = 1' - 0" SECTION SCALE: 1/4" = 1' -0" EXISTING CROSS BEAM TO REMAIN PROVIDE 1 HOUR FIRE WALL PER DETAIL PROPOSED BUILDING BEHIND 40' -0" EXIST. SLAB 4 -0 X 2' - WINDOW l — — CONSTRUCT 8' HIGH PARTITION WALL WITH 5/8" SHEET ROCK EACH SIDE 25' 12 - 1 1 /2 EXIST N . CABLE BRACES REMAIN TSP .., EXISTING OVERHEAD STORAGE 3 - 0" HIGH RAIL MATCH EXISTNG NEW STORAGE PLATFORM PLATFORM FRAMING TO MATCH 01151160 ri L I L J n S I ON Amaq- oio O� �B // 5SSr5NAL YlZI ACM/ ME: 71888LOG.DN'G EXPIRES 8/20/00 JOB NO. 7158 SHEET NO. 5 or 1 2 4" X 4" POST 2' - 5" 7- 2" X 10" JOISTS IS 12" ON CENTER 4' 12' -11" 4' STORAGE AREA RAILING PLAN SCALE: 1 /2" = 1' -0" 12' -11" TENSION BRACING 2 PLS. STORAGE AREA FRAMING PLAN 10/20/98 DATE 2. 5" 5-5" DES IONED CD DRAWN CD /JPC CHECKED CWM SYMBOL REVISED PER DISTRICT REVISION CD 1 CWM BY APPROVED E J ) fl1 4" X 4" RAIL POST 4" X 4' KICK PLATE 2 -2 X 10" JOISTS EXIST. 6 "X12" BEAM & 2- 2 "X10 JOISTS 2 X 6" TOP 2" X 4' NAED TO IL POST 12" MAX. GUARDRAIL CROSS SECTION J -J GUARDRAIL SEE DETAIL J 4" X 4 2 -2 "X10" 2 "X4" PARTITION WALL N.T.S. TOP OF FOUNDATION EL.339.40' SCALE: 1/2" = 1' - 0" MATCH EXIST. CONC. SLAB Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON (425)- 822 -2525 1 -1/8" PLYWOOD FLOORING 1 -1/8" PLYWOOD W/ TAG Horton Dennis & Associates, Inc. TOP OF PLYWOOD 10' -7" I4 2 " I X 10 "l0ISTS" 12" OC INSIDE FACE 7F EXIST. WALL • • SECTION K -K 5/8° GYPSUM B D N.T.S. 2"X6 STUD 12" ON CENTER ) DETAIL M METAL OR WOOD STUD ONE HOUR FIRE WALL CONSTRUCTION N.T.S. 1 -1/8" PLYWOOD W/ T &G (2) SPACERS — HT. AS REQUIRED VAL VUE SEWER DISTRICT 2 -5/8" SHEET ROCK FOR FIRE WALL WHERE SHOW ON PLANS (2) 2" X 10" JOISTS (CONTINUOUS) EXIST COLUMN EXIST 1 -1/8" PLYWOOD W/ T&G EXIST 2" X 10" JOIST EXIST 2 -2" X 10" JOISTS EXIST 6" X 12" BEAM APPROVED scALE NOTED FB NO. STRUCTURAL NOTES 1. CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. IN ADDITION, ALL CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI STANDARD 318 -83 AND ALL STRUCTURAL STEEL DESIGN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE RISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 2. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 26 OF THE UBC. STRUCTURAL CONCRETE SHALL CONTAIN A MINIMUM 28—DAY COMPRESSIVE STRENGTH AS SHOWN: FOOTINGS 3000 PS 3. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 (Fy = 40,000 psi). 4. CONCRETE PROTECTION FOR REINFORCEMENT THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING: FOUNDATION BOTTOM & SIDES 3" 5. STRUCTURAL STEEL, INCLUDING PLATES, ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, Fy = 36,000 psi. STEEL PIPE SHALL CONFORM TO ASTM A53, Fy 36,000 psi. BOLTS SHALL CONFORM TO ASTM A307. 6. ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND ATVS STANDARDS AND SHALL BE PERFORMED BY AN AM CERTIFIED WELDER. 7. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAT LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: DECKING: 1 -1/8" PLYWOOD PATH TONGUE & GROOVE (LONG SDE ONLY) FLOOR JOIST: DOUGLAS FIR — GRADE #2 OR BETTER WOOD BEAMS: DOUGLAS FIR — GRADE #1 WO^..3' POST: DOUGLAS FIR — GRADE 'I STUDS: DOUGLAS FIR — GRADE #2 OR BL I ILK 8. MINIMUM NAILING REQUIREMENTS UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE AS FOLLOWS: JOISTS AT ALL BEARINGS — TOENAILS EACH SUE 2 -10d BLOCKING BETWEEN JOISTS TO JOIST — TOENAILS EACH SIDE END2 -10d ALL NAILS SHALL BE COMMON WARE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED, INSTEAD OF TOENAILS. AT CONTINUOUS CONTACTS PROVIDE MINIMUM NAILS AT 12" O.C. WITH NAIL SIZED AS CALLED FOR ABOVE. 9. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING COLE. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. DATE 7 - 31 -98 f6VAIJA a.PROVE_D ii '( 3 1399 6.;,I_DINu DIVISION DETAILS AND NOTES PROPOSED GARAGE ADDITION APR 2 9 1999 PERMR CENTER ACRD FILE: 7188BLDG.D JOB N0. 7iGR SHEET NO. 7 OF 1 2 0 COMPACTED STRUCTURAL FILL OR ACCEPTABLE NATIVE #4 REBAR O 1' -6" O.C. MIN. 19' 9" THICK SLAB EXIST. FLOOR SLAB EXIST. TENSION FOOTING (J4 REBAR (TYP) FLOOR SLAB © H -H N.T.S. L PROP. FIN. FLR. ELEV. 338.65 - z -J L_J C C ©© 0 J O EL No DESIGNED CD /CWM DRAWN CD /JPC CHECKED CWM 2 REVISED DETAILS REVISED PER DISTRICT REVISION CD CD CWM APPROVED CWM ' 4/5/99 10/20/98 DATE FLOOR SLAB © C -C L. C. ( MARK 2 3 4 5 6 SIZE 4'x4'x10" 4'- 8 "x4' -8 "x12" 3'x3'x10" 6'- 8 "x6' -8 "x16" 3'- 8 "x3' -8 "x10" 2'x2'x10" REINFORCING (5) #5 EACH WAY BOTTOM (6)#5 EACH WAY BOTTOM (4) #5 EACH WAY BOTTOM (7) #5 EACH WAY BOTTOM (4) #5 EACH WAY BOTTOM (3) #5 EACH WAY BOTTOM REPLACE EXISTING DOOR COLUMNS WITH STEEL POSTS (2 REQUIRED) 5" THICK FOUNDATION PLAN SCALE: 1/4" = 1' -0" PROP. FIN. FLR. L'8N5TUDINATW NEW CORNER FOOTINGS ♦ D Ani SEE EXISTING CONDITIONS PLAN SHEET 12 OF 12 b' e ELEV. 339.90 FLOOR SLAB © D -D N.T.S. AD REQUIRED (TYP) #4 REBAR (NP.) 4 VERTICAL O 32" O PROP. CONC. SLAB H[)A Horton DenniEngineers & Associates, Inc. I Consultin s, Pla nners, and Surveyors KIRKLAND, WASHINGTON (425) - 622 -2525 ANCHOR BOLT EMBEDMENT UNLESS SHOWN OTHERWISE ALL ANCHOR BOLTS SHALL BE EMBEDED A MINIMUM OF FOR 1 2 0 USE 8 MIN. FOR 5/8 "0 USE 10" MIN. FOR 3 4 "0 USE 12" MIN. FOR 7/8 "0 USE 12" MIN. EXISTING STEEL PLATE FLOOR SLAB © B -B N.T.S. va oa ti - - - Y � '? EXIST GRADE BEAM HAIRPIN REINFORCING PRE -FAB METAL BUILDING FRAME AND ANCHOR BOLTS BY OTHERS FLOOR SLAB © F -F STFFI S ALL SHEET RO TUD BO SIDES N.T.S. VAL VUE SEWER DISTRICT GENERAL STRUCTURAL NOTES: THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE (UBC) 1997 EDITION DESIGN SOIL PRESSURE: 1. FOR SPREAD FOOTING DESIGN 2000 PSF MAX. DEAD -UVE. 2. CAST FOOTINGS ON FIRM UNDISTURBED SOIL OR 1' -6' MINIMUM BELOW GRADE, WHICHEVER. IS GREATER. 3. ALL TOPSOIL, ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. DESIGN LIVE LOADS ROOF - 25 PSF BASIC SNOW WIND- 80 MPH SEISMIC ZONE- 3 REINFORCED CONCRETE 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE UBC. 2. CONCRETE MIX SHALL BE AS FOLLOWS: Fc = 2500 PSI AT 28 DAYS NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND NOT MORE THAN 6 -3/4 GALLONS OF WATER PER 94 LB. SACK CEMENT 3. CEMENT USED IN CONCRETE SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150 TYPE V 4. SPECIAL INSPECTION IS NOT REQUIRED PER UBC 17015 5. WATER - REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE DESIGN MIXES, BUT SHALL CONFORM TO ASTM C494 AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN ALL CONCRETE MIXES FOR WORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% PLUS OR MINUS 1% BY VOLUME. CDC12 OR OTHER WATER SOLUBLE CHLORIDE ION ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER N.T.S. `#4 REBAR FOOTING / SEE END PLAN AND SCHEDULE EDGE OF SLAB iD COMPACTED STRUCTURAL FILL OR ACCEPTABLE NATIVE TENSION FOOTING © G -G DATE 7 -31 -98 STEEL REINFORCING 1. ALL DEFORMED STEEL REINFORCING SHALL BE ASTM A615, GRADE 60, F,60 KR 2. DETALNG, FABRICATION AND ERECTION CF REINFORCING BARS SHALL COMPLY WITH THE AO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACE 315). 3. ALL BAR BENDS SHALL BE MADE COLD. REBENDING OF BARS SHALL NOT BE PERMITTED 4. SLAB ON GRADE REINFORCEMENT SHALL BE SUPPORTED ON PRECAST CONCRETE BLOCKS OR HIGH CHAIRS WITH BASE PLATES TO ACHIEVE PROPER LOCATION OF REINFORCEMENT IN THE SLAB. 5. REENTRANT CORNERS IN CONCRETE SLABS SHALL BE REINFORCED WITH TWO #4 BARS, 48 INCHES LONG. BARS SHALL BE PLACED ON THE DIAGONAL WITH 1 INCH CLEARANCE FROM THE CORNER OF THE SLAB. THIS REINFORCEMENT SHALL ALSO BE PROVIDED AT RECTILINEAR OPENINGS. 6. LAB ALL REINFORCING 36 BAR DIA. MINIMUM AT SPLICES. 7. CONCRETE CUTER OVER REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE. FOOTINGS 3 INCHES WALLS 2 INCHES AGAINST EARTH 1 INC AT INTERIOR FACE SLAB ON GRADE 1 -1/2 INCHES 8. MINIMUM REINFORCEMENT FEAR SLAB ON GRADE SHALL BE WELDED WIRE FABRIC (WWF) 12012 D9/D9 IN FLAT SHEETS OR /4 O 18" O.C. EACH WAY AT CENTER OF SLAB. WELDED WIRE FAPTIC SHALL CONFORM TO AS1M A185. 9. THE CONTRACTOR SHALL PROVIDE A 3/4 INCH CHAMFER AT ALL EXPOSES CORNERS OF CONCRETE UNLESS NOTED OTHERWISE BOLTS /ANCHOR BOLTS 1. ALL ANCHOR BOLTS SHALL BE ASTM A325 MINIMUM (ONO) SUPPIJED WITH WASHERS AND HEAVY DUTY HEX NUTS. ALL ANCHORS BOLTS SHALL BE PLACED WITH A TEMPLATE. REFER TO METAIJC BUILDING COMPANY FOR ALL ANCHOR BOLT PLACEMENTS. SPECIAL INSPECTION FOR ANCHOR BOLT PLACEMENT SHALL BE PROVIDED PER UBC SECTION 17015(2) MISCELLANEOUS 1. CONTRACTOR TO PROVIDE TEMPORARY ERECTION BRACING AN0 SHORING AS REQUIRED FOR STABILITY OF STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 2. ALL DEALER SUPPUED MECHANICAL ATTACHMENTS TO BE PLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. 4. REFER TO METAUC BUILDING COMPANY DESIGN DRAWMNGS FOR ALL ANCHOR BOLT SIZES, GRADE AND PLACEMENT. MIN. N.T.S. IMDP EIGHT OF SLAB TYPICAL PLAN AT HAIRPIN OTYPICAL HAIRPIN H.T.S. NTS COMPACTED STRUCTURAL FILL OR ACCEPTABLE NATIVE WI. REBAR O 1' -6" O.C. TENSION FOOTING © E -E I EXPIRES 8/2U/3 MLL OR ACCEPTABLE NATIVE #4 REBAR O 1' -6" O.C. 4' -0" MIN. TENSION FOOTING © A -A N.T.S. FOUNDATION PLAN AND DETAILS PROPOSED GARAGE ADDITION #4 REBAR ("PM.) @ YOFTSOM APR 2 6 !sF.s PERMIT CENTS 9 ACRD FILE: 7188BLDG.DIVG JOB IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT, THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAN7NGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES. THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH AiRL NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (T) YEAR AFTER DATE OF THE ORIGINAL SHIPMEN1 BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE M ATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS. SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS. BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK ELY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS, 3. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 950075 -M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LAN1G04) 8. CANADIAN WELDING BUREAU CERTIFICZION TO CSA STANDARD W47.1 IN DIVtSOLJ 1 (SYMBOL PY72(HOUSTON, TX)) 9. - TEXAS DEPT. OF INSURANCE - PRODUCT. EVALUATION RC -34 `THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: ,A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. --3) DATED SIGNATURE 1S REQUIRED ON ALL PAGES. . •C) MANUFACTURER RESERVES THE RIGHT TO RE- SUBMIT DRAWINGS WITH EXTE'•SIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICA.TION. THIS MAY IMPACT THE DELIVERY SCHEDULE. -D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, Ai 1D FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANYCHPNGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWING' EUVMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OE APPROVAL, DISAPPROVAL, E D. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, . rF ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, LD WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BET'ILEN MANUFACTURER AHD I iS CUSTOMER. BUILDER / CONTRACTOR RESPONSIBILITIES PRODUCT CERTIFICATIONS APPROVAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS f0 THE STRUCTURAL SYSTEM UR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER, METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" • 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 8. NATIONAL BUILDING CODE OF CANADA. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD- FORMED SECTIONS, CONFORM TO ASTM A529 OR A -572 . FLANGES WITH THICKNESSES OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A -529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A -572 WITH A MINIMUM YEILD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBER'S, CONFORM TO THE REQUIREMENTS OF ASFM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF .57,000 psi.' MATERIAL PROPERTIES OF ROOF /WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55, SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL 'JOINTS WITH A.S.T.M. A -32.5 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A -325 OR A -490 BOLTS (11- 13 -85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLE') WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. • IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY 'OF ANY JOB SITE. LOCAL, .STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES. KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES: DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO _RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE .SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. The metal nianuloclurer grill identify prim gry',sUuctyro! steel, with u rriininiunl yield point greo.ler thou 36,000 psi by mean; Of slicker IILnr the' ei eclion nick un eoch shipped piece. Secondary members with o yield point equal to of Tea (er Than 33,000 'psi shu!! be:dentilled by meons 01 a. sticker neor the erection murk on each shipped .piece. ( Ibis is in uccorrionce 10 the 19.) UK Section' 2202, sat,- section; 2202.2.2 and 2202.2.3 ) GENERAL NOTES SAFETY COMMITMENT DRAWING STATUS Ft•R APr?13Q 5 L. THESE DRAWINGS, BEING FOR APPROVAL. ARE BY DEFINITION NOT FINAL ANU ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT • DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X Ex P EWIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN' THAT, AS A MiNIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLEI=. Ei FOR INSTRUCTION: • FINAL DRAWINGS. BUILDING DESCRIPTIOL' BASIC SIZE: WIDTH BLDG. "A" BLDG RI PG ,. ., BLDG WARNING: IN 40 CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN -CFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. BASE CONDITION: NO Sr.'EETAIG R£CESs W /AOKMEO:304 TAPE SEAL 3/ B' = t' &A'aoP WARRANTIES U.L. 90 NO 20 YR ROOF NO 45` - -O 555 ti' /S -0 Z6GA. 26 cc. 26 Ga 26 Ca 26 Go 20 YR WALL NO 26 Go 6AALc UNA Y/ANt TIP / CAL N0. A DATE 326 S H E ET IN G: L % !UH 7 AZ6 -I. LENGTH 29=0 /5' P3.g' DCUriT 'Eik" ?i4N21-5 D5/O/T M: (I/8' POP RIVETS AT SPLICES) ROOF WALL RAKE EAVE GUTTER DOWNS. CORNER ACCESS. BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS U3C /997 INDICATED AND APPLIED AS REQUIRED BY THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY METALLIC BUILDING COMPANY AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY METALLIC BUILDING COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS. MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH METALLIC BUILDING COMPANY'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND /OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD LOAD 2 - PSF ( FOR ROOF PANELS AND PURLINS ) COL LATERAL DEAD LOAD 0 PSF ROOF LIVE LOAD PRIMARY FRAMING 30 PSF SECONDARY FRAMING 30 PSF AUXILIARY LIVE LOAD "' PSF GROUND SNOW LOAD PSF ROOF SNOW LOAD PSF WIND LOAD 90 MPH, EXPOSURE G'_ SEISMIC ZONE IMPORTANCE FACTORS WIND LOAD SNOW LOAD SEISMIC LOAD MEZZANINE LOADS REVISIONS DESCRIPHONI fog F E,,vr /T A. == A = ti 1.0 1. ( Ce= ) SEISMIC PERFORMANCE CATEGORY SEISMIC EXPOSURE GROUP ^� LIVE LOAD -\- PSF DEAD LOAD . ' . PSF CRANE INFORMATION �- Seismic Hazard Exposure Group Seismic Performance Category .. _ Site CoelTTcient Basic SAT CTOHal System - Duat system with di ;ary - moment Eames of ;r_el & conceatricalty br .:;amen. Response SIOdiSTATIon Factor (R) 4. ,7.7 FOR A r FRAN _ .. 5.6 FOR Dcltcctiou Amplification Factor (Cd) Analysis Procedure Equie_ AAT L31AT i HEIGHT ROOF PITCH 15 -O/2 L s //5-585 I /2 :a /5 -6 L5//.-Z1/5 I /, :/2 2 (82 X 11) "S" SHEETS "PLEASE(IRCLE)ONES THAT ARE APPLICABLE" Si SI S1B S2 S.i S4 S5 S6 S7 S8 SBA S9, S10 S11 S11A Si) S12A 513 S13A 514 Si4A S15 515A 516 S17 518 519 520 520A 521 S21A S22 523 S24 S25 S26 S26A S26F1 527 528 529 530 S31 532 S34 S35 536,.S37 538 539 540 541 542 S43 54.4 545 546 547 548 549. 550 S50A S51 552 553 554 555 556 557 558 S59 560 561 S62A 5628 S63 563A 563B S63C 564 S65 S66 S67 S68 S71 S72 S73 574 DM 5 -4 -1 DM 5 -23 ._I OESCAPi1ON COVER SHEET - 92E • _ SEE 6111L01115 DESCRIPTION TOMER ALPI�tA 7f (Ii P1.-Pa j aroT TU1(LJ1LA 1 URN. BY Cx'D BY DATE 1 SCA'_c � C CIE NO. N("l L- I BLANKET TYPE INSULATION: ENDWALL FRAME TYPE LEFT 1 RIGHT 7,aJ- Ecpaaaeecel 5XA AA- AGE HAI /J FAA /4 .'TAM/ At",/,f. ;Jdu- EXp/AAA -EI 0 Fe4/4E Imo: /2 /10 F e // f.r e14E NONE= BY MANUFACTURER BY OTHERS ® ROOFED WALL E3 UL -25 EE2 SCREWS: 0 DOC CAPPED MEMBER ROOF( #/2 X?' ) STITCH ROOF( */4 X 7g ) ANCHOR BOLTS MEMBER WALL( i4` /2 X2" ) STITCH WALL( -Ft /4X 7 6' ) RAKE TO ROOF: STITCH GUTTER TO ROOF: STITCH GUTTER STRAPS: CORNER TRIM: STITCH RAKE ANGLE: ADDITIONAL FEATURES: N/A RAKE TO WALL STITCH STITCH MEMBER a� i building comp y; • 730 FL5VE0 " HOUSTON, TEXAS -• P.O. BOX 40338 Zee ',J41 (713) 466 -7788 ZIP 77240 I JI <lNILF Dcri- o t BY OTHERS l=am BY BUILDING MANUFACTURER I ISSUE A A A A DRAWING INDEX PAGE Cl OF 1 E/0 E2 OFG E3 OF6 DESCRIPTION COVER SHEET ROOF FRAMING PLAN SIDEWALL ELEVATIONS ENDWALL ELEVATIONS A A EaOFG 55 Of2 F2 Of2 CROSS SECTIONS GENERAL DETAILS ACCESSORY DRAWINGS ANCHOR. BOLT PLAN _l_ _I_ BLDG. DETAILS WELD SHEET 6Y I CKG FILE 13100 APPROVED FABRIC -OR REPORT NU. FA -337 • 01•111 REPORT IS SUUJLCI.I0 RE- EXAMIIJA110tl, REVISIONS, MID POSSIUTE•CA.IICELLAIIOI. NOTE: THE UNDERSIGNED 15 NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. nE OUST. VA. L. VUZ.SEs /55' D/57.E /C7 0 OF 1 50 BY ^ t � N0 St1EETT O'0. I ISSUE -ZG 7 :i N/A I /Z09--'- /A3C 1150: -! 7846.:5 I Cl l 1 j A RECEIVED - - - - - -61TV GR- TUKWILA 1969 PERMIT °ENTER MK MEMBER EAVE STRUTS EAVE STRUTS PURLINS PURLINS GIRTS (S /w) GIRTS (S /W) GIRTS (E /W) GIRTS (E /W) RAFTERS RAFTERS COR. COLUMN E/W COLS. COR. COLUMN E/W COLS. JAMBS HEADERS FLN'G. BRACE RAKE ANGLE BASE ANGLE LOCATION END BAY INTR. BAY END BAY INT'R. BAY END BAY INTR. BAY END BAY INTR. BAY LEFT END RIGHT END LEFT END LEFT END RIGHT END RIGHT END OPENINGS OPENINGS FRAMES RAKE BASE MATERIAL 8ESX16 Go. 8ESX16 Go. 8Z2 Go. (uiJ.) 8 Z 2 X 1 Go 8 Z 2'2 X 10' Go. Ns.) 8 Z 2 X 1 Ca. 8Z2'2X16 Ga. 8 Z 2 X 'U Go. N. A . MAU) fRA,NE NA . N.A. N.A. A A . BE2'2X15 Go. 8C2 Go. 4 - 2X2X14Go. — 4X2X16Ga. 4- 4X2X16Co. Na MISCELLANEOUS ACCESSORIES DESCRIPTION 25' -0 V — 1 I EXIST. BLDG I / .e FiZZ /ZK /ZGA f� �/////// / / / /7//// / 1 MK — EXIST. FRAME (MODIFY TO SUPP. NEW PUPLINS) 10' -0 .39' -0 0/0 STEEL 49' -0 OVERALL * ALL C404E .B.PA.='W o 6 /O'¢ NO. 3 NO. 3070 Sea z X14 GA. (Tyr) SWING DOORS DESCRIPTION (W) W /WS,STD. HOWE /MI5utATED LEAF,KEY0 at/Kf SKYLIGHTS 1 - 0 22' - 8 DESCRIPTION ROOF FRAMING PLAN MK. NO. ONE 2 24' - 0 EXIST. STL. /OUT OF STL. SIZE 13 -0 X 12 -0 12 -0 X 12 -0 (TYP.THIS BAY) 22' - 8 FRAMED OPENINGS DESCRIPTION F.O. FOR O.H. DOOR (BY-OTHERS) F.0 FOR O. DOOR (BY OTHERS) K. K. NO. 03 N 0 VEN NLATORS DESCRIPTION WINDOWS DESCRIPTION 1 3/4" DRAWING STATUS I/2 "0 0' -1 MACH. BOLTS (6 REQ'D) PURLIN CLIP PL. 6 X 3/16 X 0' -7 FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A- MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. ❑ FOR CONSTRUCTION: FINAL DRAWINGS. 2' -5 3/4" 2' -4" NO. A 2" 3/16 "N 3/16V 2' -5 3/4" 2' -4" DATE s 26 FOR PERMIT 3/16 FLNG. BRACE (42 X2X14GA.) REMSIONS 2' -2" 2 " -4 DESCRIPTION FLNG. BRACE CLIP PL. 3 X 3 X 3/16 4' -11 1/2" LAP - PURLIN OR GIRT CONNECTIONS BY BOG 1 3/4" CK D mpg HE 'MUM DESCRIPTION CUSTOMER LOCATION DRN. BY 554 SEE SHEET CI OF/ TUKWILA, WA N/A q- metallic building company ALPHA STEEL BUILDINGS INC. CK'D BY DATE SCALE QUOTE NO. 3 -Z0 -?T NONE ' 120908- 1 —A,B,C CHI' 5(TUKViLA ,TP6(1■CS 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466 -7788 ZIP 77240 AUG 1 2 1999 ERECTION DRAWING NOTES: 1.) ALL CONNECTION BOLTS ARE 1/2'0 X 1" CAD. PLATED MACHINE BOLTS. UNLESS NOTED 2.) MEMBER SIZES SHOWN ARE NOMINAL SEE SHEET51 OF2 FOR ACTUAL DIMENSIONS OF MATERIAL I COST NOTE: THE UNDERSIGNED IS NOT THE ENGINEER OF RECOR FOR THE OVERALL PROJECT APR. APR. VAL VUE SEWER DISTRICT CAD BY NGA N0. SHEET NO. I! JOB 0805 — ) 73403 3 0 1949 RECEIVED CITY OF TUKWILA AUG 2 1999 PERMIT CENTER ELEVATION @ LINE "A" FRONT SIDEWALL 16' -O "fGRHED j,tSE (r✓, 24' -0 8Z z % x; -164. (Tv'O) ELEVATION @ LINE "E" BACK SIDEWALL fORHEDD 23' -0 ALL CABLE ,SRACm1,5 PANEL LAYOUT AT COL. LINE "A" F c»VT SJDE WALL 24' -0" 0/0 STEEL 39' -0" 0/0 STEEL PANEL LAYOUT AT COL. LINE "E" BA CK S /Du/ALL ❑ FOR CON>TRUCTION: FINAL DRAWINGS. DRAWING STATUS FOR. APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE 80 DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE 15 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION'" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT. AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWING'. .SSUED " FOR CONSTRUCTION "" CAN BE CONSIDERED AS COMPLE IE. NU A DATE 0 -20-9 FOR PERMIT REVISIONS DESCRIPTION BY 101 853IKA1. DESCRIPTION SITE E CUSTOMER LOCATION ORN 8Y SEE SHEET C/ Of/ ERECTION DRAWING TUKWILA, WA CIO BY I DATE SCALE i;0 N0. JOB N0. 1 ' 0A NONE 170998 -1 -A B C 0B05- /73403 11T{ TUKI E P RO MSG 12 'ON NOTE THE UNDERSIGNED IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. APR.I IDATEI metallic b-. aldan9 company 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 21P 77041 (713) 466 -7788 ZIP 77240 ALPHA STEEL BUILD! ^.GS iNO CUST. VAL VUE SEWER DISTRICT CAD BY NGA SHEET NO ISSUE E2OF6 A Oq4 OF TIV ED JKWILA AUG 1 2 1999 PERMIT CENTER T H� ELEVATION @ LINE "2" LEFT ENDWALL LEFT ENDWALL 12 F°PHED 8A 18 " -0 12 18' -0 0/0 STEEL SHEETING @ LINE "2" 8 i ELEVATION @ LINE "4" RIGHT ENDWALL 12 12 m SHEETING @ LINE "4" RIGHT ENDWALL '1 45' -0 0/0 STEEL m 12 ❑ FOR CONSTRUCTION FINAL DRAWINGS. K' 64 DRAWING STATUS rn FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED •' FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. NO. A DATE 3-20-99 FOR PERMIT REVISIONS DESCRIPTION BY 85 CE'D HIPS DESCRIPTION SIZE CUSTOMER LOCUSOH 1 1 ORA. BY 5 56 DQQ metnIlic building company 7301 FAIRVIEW • HOUSTON, TEXAS • P.G. BOX 40338 ZIP 77041 (713) 466 -7788 ZIP 77240 ERECTION DRAWING SEE SHEET el 0E ALPHA STEEL BUILDINGS INC. COST. TUKWILA, WA CK'D BY DATE I SCALE QUOTE NO. JOB. NO. 3-26 -99 I NONE 120998- 1 -A,B,C 0805 - 178403 [ OF IHIOGE G135 1 2 1999 NOM THE UNDERSIGNED'IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. /PR IDATEI VAL VUE SEWER DISTRICT GAD.BY NGA SHEET NO E30FG ISSUE A BBCEIVED CIYV OF TUKWILA 151;0 .I 2 1999 PERMIT CENTER J 6 FOR 845E f- G 00 1 -0 12' -0 I , 12' -0 I 16' -6 28' -6 .. T H� ELEVATION @ LINE "2" LEFT ENDWALL LEFT ENDWALL 12 F°PHED 8A 18 " -0 12 18' -0 0/0 STEEL SHEETING @ LINE "2" 8 i ELEVATION @ LINE "4" RIGHT ENDWALL 12 12 m SHEETING @ LINE "4" RIGHT ENDWALL '1 45' -0 0/0 STEEL m 12 ❑ FOR CONSTRUCTION FINAL DRAWINGS. K' 64 DRAWING STATUS rn FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED •' FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. NO. A DATE 3-20-99 FOR PERMIT REVISIONS DESCRIPTION BY 85 CE'D HIPS DESCRIPTION SIZE CUSTOMER LOCUSOH 1 1 ORA. BY 5 56 DQQ metnIlic building company 7301 FAIRVIEW • HOUSTON, TEXAS • P.G. BOX 40338 ZIP 77041 (713) 466 -7788 ZIP 77240 ERECTION DRAWING SEE SHEET el 0E ALPHA STEEL BUILDINGS INC. COST. TUKWILA, WA CK'D BY DATE I SCALE QUOTE NO. JOB. NO. 3-26 -99 I NONE 120998- 1 -A,B,C 0805 - 178403 [ OF IHIOGE G135 1 2 1999 NOM THE UNDERSIGNED'IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. /PR IDATEI VAL VUE SEWER DISTRICT GAD.BY NGA SHEET NO E30FG ISSUE A BBCEIVED CIYV OF TUKWILA 151;0 .I 2 1999 PERMIT CENTER 1 1 1 f r 2- 4 R ' A. BOLTS W / /4 -' j CLEAR 17 264A4'PBR' PANEL m W12X16 4 -1 X 11 A -325 VIP. 2- 4° A. BOLTS W/ 8E 1' -0 3' -0' _ 26 -9 26lrA. 'PBR' PANEL W12X16 2' -6 2'-11='; 1 12 18' -0 CROSS SECTION ©LINE 4 8 - X 2 A -325 .W 0 Dc 7A /L '" 45'-0 0/0 STEEL DE7A/Le FIN. FLOOR 27' -04 / FLANGE 6k4CE o.vE ( 5/DE 9NL y 26-,9 i * CLEAR 28' -6 • 5' -0 k FRII(: FINAL OR CONST DRAWINGS. TION: 8 - 3 4 ' X 2 8 - 325 W /cia DETAI c " 2 - A. BOLTS W 081E 12 DRAWING STATUS 84 1' -84 31 2 FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOI FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJEC DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE tAARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. rn '5 N0. A DATE 3-26 -94 FOR PERMIT REVISIONS DESCRIPTION BY CK'D 854 1 -IP0 DETAIL " DESCRIPTION SIZE CUSTOMER LOCATION DON. BY SEE SHEET TUKWILA, WA CK'D BY DA TE SCALE 3 26-40 NONE DETAIL "B" OtO'5 ERECTION DRAWING 0003E N0. JOB N0. 120998 -1 -A B C 0805-178403 , fY :o l0 1 UA \N ILA APPROVED AUG 12,9S NO1F: THE UNDERSIGNED IS; NOT THE ENGINEER OF RECOR 015. FOR 0-10 OVERALL PROJECT. APR.' 100000 7301 FAIRVIEW • HOUSTON, TEXAS •P.0. BOX 40330. 2I? 77041 (713) 466 -7788 ZIP 77240 MAD J n metallic building company ALPHA STEEL BUILDINGS INC. I CUST. VAL VUE SEWER DISTRICT CAD BY SHEET N0. E4 OFG NGA ISSUE A RECEIVED crr cPT5KWILA AUG 2 1999 PERMIT CENTER to CROSS SECTION © LINE 3 ❑ FOR CONSTRUCTION; FINAL DRAWINGS. 12 -- I 1 2 2'-11 4' -06 1'--o 8 -34° X 24 A -325 W/IIE DET IL ° A ° 22 /- 2- A. BOLTS W/ 8R 26GA. 'PBR' PANEL 8 -34° X 24 A -325 W /die 40'- 6 45-0 0/0 STEEL FIN. FLOOR 2' - 2' - 2' - 11 5 8 8 - X 24 A -325 WAR 2- A. BOLTS W /81E� 72 DRAWING STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. N0. A DATE 3-Z6-9q FOR PERMIT REVISIONS DESCRIPTION DETAIL "A" BY CK'D 35L2 HP TY:A01-01 .............. MAR 3 R 1999 TA DESCRIPTIOP SIZE CUSTOMER LOCATION DRN. BY . B SEE SHEET TUKWILA, WA CKD BY DATE SCALE 1 QUOTE NO 3 NONE 1 120998- 1 -A,B,C DETAIL ERECTION DRAWING ALPHA STEEL BUILDINGS INC. ICUST. metallic building company 7301 FNRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466 -7788 ZIP 77240 JOB NO 0805 - 1 75403 51 T'Ji:` 11LA T7C \: = � P.I'� 1 2 9 VAL VUE SEWER DISTRICT CAD BY SHEET NO E NGA ISSUE A RECENED CITY OFTI.F ItA AUG s ! 1999 PERMIT CENTER . 2 CROSS SECTION © LINE DETAll "k ❑ FOR CONSTRUCTION: FINAL DRAWINGS. DRAWING STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND,ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION "' CAN BE CONSIDERED. AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. N0. A DATE 3269q FOR PERMIT REVISIONS DESCRIPTION DETAIL BY 854 COD DESCRIPTION SIZE CUSTOMER LOCATION DRN. BY 35l� 1Y� DETAIL "E" NOTE. 11-1E UNDERSIG D IS NOT THE ENGINEER OF 'ECORD FOR THE OVERALL PR' : CT. metallic building company ERECTION DRAWING SEE SHEET ALPHA STEEL BUILDINGS INC. TUKWILA, WA COD BY DATE (SCALE WOTE N0. NONE ,1120998 1 - A,B,C /301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 - (713) 486 -7788 ZIP 77240 ICUST VAL ALE SEWER DISTRICT CAD BY NGA JOT N0. SHEET N0. ISSUE 0805 - 178403 E G OF 6 A 01TV OF TLIIHSP A RECEIVED P PT C"""'ZFTURP11E1 -, A z ' 3A9 , 2 1999 ,ERMIT CENTER w I- 0 0 0 O N O CO / 10' -0 A ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL BUILDING MANUFACTURER BASED ON AISC METHOD WITH COMBINED SHEAR AND TENSION. DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED AND PROVIDED BY OTHERS. NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE, - UNLESS GROUT IS REQUIRED. 25' -0 y BOTTOM OF ALL. BASE PLATES ARE AT THE FN. FLR. ELEVATION UNL. NTD. // V// /7/ 1' 3 14)-61" 16' -0 ANCHOR BOLT DETAIL LENGTH TO BE DETERMINED BY FOUNDATIYN ENGINEER ANCHOR BOLT SETTING PLAN NLIT X- BRAGS) THREAD x I SIZE BOLTS (BY OTHERS) RECESS OR RAMP FOR O.H. DOOR TA BE DETERMINED BY OTHERS A 39 -0 49' -0 0/0 STEEL AR SYMBOL DIA. 1/2" S/8 ,. 3/4" 7 /b ,. A 1 1/8" 1 1 /4" 01( 12 22 24' -0 EXISTSTL. /OUT OF STEEL 1' -0, 22' -8 4" X- P�1zACE:) LENGTH THRD. 23' -0' HOOK He PROJ. 1 1/2" 2 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" ti 4 2 4 4 2 2 --+ A 0 lv n - c DRAWING STATUS FOR APPROVAL, THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED "' FOR CONSTRUCTION "' CAN BE CONSIDERED AS COMPLETE. FOR FINAL CONS DRAWIN TRU GS. CTION: DATE 5.10 -99 . REVISIONS DESCRIPTION FOR CONSTRUCTION Fad/. AOT JO/JO T,t'U0 DESCRIPTION SIZE CUSTOMER LOCATION OTT. BY NA/ metallic bu thn9 company SEE SHEET Et ALPHA STEEL BUILDINGS INC. TUKWILA, WA CIO BY DATE SCALE I QUOTE NO. NONE 1 120998 - 1 - A,B C 7301 FAIRVIEW • HOUSTON. TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466 -7788 ZIP 77240 • ANCHOR BOLT SETTING PLAN CUST. CITY OF - tuom , APPROVED 2 2 1999 ME_ THE UNDERSIGNED IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJEST. DSN.K' APR APR. "A/' 4 (DATE I VAL VUE SEWER DISTRICT CAD BY NGA JOB NO. SHEET NO. IS:UE °•e5 -t-8493 Fl OF2 L, RECEIVED CIT' OF TUKWILA ALA ": 1K{ TERMS CENTER RE.AGTIOH e L. LH. "4" 6 I.cif' • A ''. Dor +_...... sent + Frame Peas:lion Schen:at, (all reactions are in lops, I kips. I,000 Veri poussds) AIM Detcription trrid Ver Thor ItIonsent Description Grid Ver Dor Moment DEAD + LIVE LOAD A 2.871 0.804 0.0J0 DEAD 4 LIVE LOAD 11.340 0.000 0.000 DEAD 1- LIVE LOAD 5.872 - as. 0.000 DL.,- WI.L. -2.053 -3.587 0.000 DL. t WLL -3,225 6.000 0.000 DL ■ WLL -1.075 -2.005 0.000 DL + WL R U.638 2.334 0.000 DI. + WI R -4.543 0.01A1 0.000 DL -. 001.10 -2.447 3.159 0.000 1 3/4" i 3/4" s L STEEL LINE Description DEAD + LIVE LOAD DEAD + LIVE LOAD DL + WLL DL + WLL DL + WLR DL + WLR Desmption BAY SPACING BAY SPACING DEAD + LIVE LOAD DEAD -1- LIVE LOAD BASE PLATE TYPE "A" (2) 3/4" DIA. ANCHOR BOLTS RA& II C. 1.4-1W7 ■S" Frame Reaction Schenunic Gill reactions are IJI kips, 1 hip = 1,000 pounds) Grid A A Yes 18.111 17.911 -8.976 -5.170 -5.374 -8.7'3 -0.411 -0.416 Dor 7.255 -7.256 -9.205 -2.142 x 6, I Monsen( 0.000 0.000 0.0611 0.000 1.333 0.000 9.155 0.0(10 Description 125AGTIoNI L. 1-kJ. "2" 0.296 4,296 0.000 0.000 -1.718 -0.503 -0.044 0.115 0.000 0.000 0.000 0.000 range Ressaion Schematic pal reactions are in kips, 1 kip 1,0IP pounds) Grid Ver Dor Monsen! Description A 2.530 2.655 Grid Ver Hor Alin ion . ler + Aliment _ 5/4 OIGE1,14\LL. STEEL LINE BASE (2) 3/4" DIA AN BOLTS 0) , tit IV- BASE PLATE TYPE "C" (2) 3/4" DIA. ANCHOR BOLTS ITO 3 6 X 6 k 3 I -+--- - 6 13 T ,v 6 (2)34"0. 8" 1-.1(2vIALL. STEEL LINE ENDwALL. STEEL LINE BASE PLATE TYPE "D" (2) 3/4", DIA. ANCHOR BOLTS \ \ • STEEL LINE z7 /- FIN. FLOOR f53AE TrFs " F" (() . 22, 9 21 t TOGA. FORMED SILL (-4 +) („iiDATTACHMENT OF SILL MEMBER TO CONCRETE, BY OTHERS SECTION "A" BASE PI ATE TYPE "F" (2) 3/4" DIA. ANCHOR BOLTS SECTION "B" OPENING W/O PANEL RECESS DRAWING STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR C01.:EPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERWI._ THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION "- CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. NO. DATE 3 REMSIONS DESCRIPTION FOR CONSTRUCTION F /SAL FOK 50MG reve /YON SIZE Flgyi, THE UNDERSIGNED IS NOT THE ENGINEER OF REC RD FOR THE OVERALL PROJE T. 1/4.4.t-L- AJL- EXIST. BLDG. STEEL LINE ISTING / S-0 (FIELD LOCATED) 6 LINIe PER. FIN. FLOOR _ SECTION "C" COSTUMER ALPHA STEEL BUILDINGS INC. 1 1/4" 3070 (SIZE) TYP. ANCHOR BOLT DETAIL FOR WALK DOOR (4) 1/20 ANCHOR BOLTS 001 'a 4. 24 C NE-1.1 metallic buildin9 company 7301 FAIRvIEW * HOUSTON, TEXAS • P.O. BOX 40338 Zoo' 57041 (713) 466-7788 ZIP 77240 DESCRIPTION 6366. fRATIO1\1 SEE SHEET el COST. LOCATION TUKWILA, WA DRN BY I CIO BY DATE SCALE 1 OUOTE NO. I JOB NO. ND I NONE 120998-1-A B C I 0...17b4-17 UP OF mo APPROV alc, 1 2 1999 VAL RUE SEWER DISTRICT CAD BY NBA SHEET NO. ISSUE F2 OF_ - 4; NECEIVE1Y CITY OK TUKWILA 2. 1995 PERMIT CENTER ENDWALL COLUMN GIRT CONN. RIGID FRAME COLUMN SIDEWALL GIRT GIRT CLIP PL. 3/16 X 6 X O' -7 SIDEWALL PANEL CORNER TRIM SHEETING CLIP 4 4 X 2 X 16 GA. ALL BC CORNER (MAIN END FRAME BY-PASS vm w) 2 4 2 SHEETING CLIP ti SC5 SECTION CO CORNER COLUMN (BEARING FRAME ENDWALL) CORNER TRIM ENDWALL GIRT COLUMN SIDEWALL GIRT ENDWALL GIRT 12 316 6 X 0' -6'2 ORNER COLUMN SIDEWALL GIRT 20 X 1" M. BOLTS BEARING FRAME CORNER COLUMN GIRT CONN. - ENDWALL GIRT ENDWALL PANEL. ENDWALL COLUMN CLIPS - IL 16 X. 6 X 0' -6 EO�I\W.ALL GIRT E.W. PANEL (4) 1 2 "0 X 1" M. BOLTS (2) 12 "0 X 1" M. BOLTS FLUSH MAIN FRAME GIRT CONN (SHORT CLIP CONDITION) FLUSH MAIN FRAME GIRT CONN. (LONG CLIP CONDITION) SHOP WELDED CLIPS B. i6X 6 X 0' -6 1 2 SHOP WELDED CLIPS IE116X6X0' -10 EAVE STRUT (2) 1f0 X 1 M. BOLTS 34 (2) 58"0 4 " A325 ENDWALL RAFTER CORNER COLUMN CORNLR COLUMN TO BEARING RAFTER CONN. EAVE STRUT GUTTER CLIP AT 48" O.C. GUTTER OVERFLOW SLOT (FIELD BEND) DOWNSPOUT STRAP POP RIVET DOWNSPOUT RAKE ANGLE O.S. CLOSURE E.W. PANEL SPLICE (IF REQ'D) HILLSIDE WASHER FLAT WASHER HEX NUT BACK UP PLATE DRAWING STATUS STITCH SCREW FOR APPROVAt• THESE DRAWINGS, - -BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR • PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT D000MENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN SE ,CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT. FINAL '.. IN THAT. AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED" FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. EAVE STRUT GIRT WALL PANEL SILL ANGLE FINISHED FLOOR STD. EAVE SECTION W /GUTER & DOWNSPOUTS CABLE BRACE BRACE GRIP EYE BOLT WEB OF FRAME MAY BE LOCATED AT EITHER SIDE OF WEB CABLE BRACE TO FRAMF DETAIL I.S. CLOSURE SCREW AT EACH MEMBER PURLIN (2) 5 /8" 0 X 1 A325 BOLTS ENDWALL RAFTER ENDWALL COLUMN ENDWALL GIRT ENDWALL COLUMN TO RAFTER CONN. (WE BEARING FRAME) REVISIONS COLD RAKE TRIM RAKE ANGLE 0.S. CLOSURE- LW. PANEL FORMED STEEL COMPONENTS II ML__-__. ,� *� MAIN FRAME " RAFTER 5 /0" 0 A325 BOLTS AE BRACE A EBR I ENDWALL COLUMN ENDWALL GIRT ENDWALL COLUMN TO RAFTER CONN. (■ MAIN FRAME) SIZE 5EE - Z7w4 5 / - 0f/ LOCATION TEJKW /GA, WA DRN. BY I CK D BY 6 CA- C V STANDARD SECTIONS CUSTOMER ALPJIA STEEL BU /EZ) N45 AUC, COST P.O. YIELD 2 STRENGTH = 57.0 K.S (4) VO X 1 a " A325 TYP. * 4 . 3 - ' � E 3 G W12CX3 12 38 X 3 X l'-2 0 8" CEE X 1' -4 WE 10" CEE X 1' -6 WE 12" CEE ENDWALL RAFTER SPLICE CONN. SCREW AT EACH MEMBER PURLIN NOTE: - THE UNDERSIGNED IS NOT THE ENGINEER OF REC D FOR THE OVERALL PROJE T. 'APR I lal metallic building company 7351 FAIRVEW • HOUSTON. TEXAS • P.O. BOX 40336 • ZIP 77041 17131 466 -7788 - ZIP 77240 DATE I SCALE ! QUOTE N0. JOB NO. 329-99 .vO.U<° 1 /2O ?Wf /A,B,C, 060 CAD DV EM /DD. SHEET NO. I ISSUE S1 OF 2 J REEEIV@B ar! OF TUKWILA IT , 2 1999 r4,.nn.ii CENTER SECT. NAME DIMENSIONS MEMBER PROPERTIES . A. SHAPE D Ls__ D A B C D GA. AREA Ix ty Sx eff 8 X 2 Z 16 8 28 Ss .915 16 .850 8.018 1.119 1.840 8 X 2 15 6 218 2 .929 15 .962 9.019 1.271 2.098 8 X 2 Z 14 8 2 2 .935 14 1.015 9.536 1.343 2.279 8 X 2 Z 13 8 2 .970 13 1.298 12.123 1.735 2.978 8 X 2 12 8 A 2 .990 12 1.461 13.599 1.963 3.341 10 X 2 Z 15 10 2 .928 15 1.100 15.423 1.271 2.781 10 X 2 Z 14 10 2% Ss .935 14 1.160 16.258 1.343 3.112 10 X 2 Z 13 10 2§ 2's .970 13 1.484 20.701 1.735 4.077 10 X 2 Z 12 10 213 2 .990 12 1.670 21242 1.964 4,577 10 X 3 Z 15 10 313 3 .928 15 1.238 18,826 3,033 2.842 10 x 3 Z 14 10 • Y8 .935 14 1.306 19,846 1204 3.095 10 X 3 Z 13 10 35 38 .970 13. 1.670 6 4.1 I ..:9 10 X 3 Z 12 10 30s 3 .990 12 1.880 28.374 4,672 4.930 12 X 3 Z 14 12 3'3 3 .935 14 1,451 30.490 3.204 3.689 12 X 3 12 3 .970 13 1.856 ..•'. 41 1 .. 12 X 3 Z 12 12 33 3 .990 12 2.089 43.640 4.672 6.370. 8 ES. 16 8 3 5 1.061 16 . 1.090 11.266 2970 2.007 Im -j 8 ES. 14 8 3 5 1.090 14 1.301 13.390 3.542 2.575 8 E.S. 12 8 3 5 1.168 12 1.873 19.056 5.089 3.948 10 ES.14 10 3 - 5 0.902 14 1.447 22.863 3.800 1023 10 E S. 12 10 A 5 . 1:168 12 2.083 3.2040 5.472 5.388 12 E.S.14 12 3-13 5- 1.089 14 1.593 34.398 4.021 3.969 12 ES.12 12 3a 5 1.168 1' 2.292 49.178 5.785 6.980 8 X 2 1 2 C 16 8 2 - ' 2'2 .778 16 .850 8.050 .697 . 1.760 8 X 2 '2 C 15 8 - 2 2 .797 15 .962 - 9.082 .789 2.012 8 X 2 1 2 C 14 8 2 2 .807 14 1.015 9.569 .832 2.171 8 X 2 1 2 C 12 8 2 2 :884 -12 1.461 13.624 1.194 3.406 8 X 3 1 2 C 16 8 3 3 .778 16 .972 - 9.972 1.575 1.808 8 X 3 1 2 C 14 8 3 - 3 .707 14 - 1.160 11.856 1.880 2.359 8 X 3 12 C 12 8 .. - 3 3 .884 12 1.670 16.890 2.707 3.571 10 X 3'2 C 12 10 3 3 - .890 12 1.880 28.403 2.906. 4.857 12 X 3'z C 12 12 3' 2 - 3 . 890 12 2.090 43.675 • 3.065 6.287 ENDWALL COLUMN GIRT CONN. RIGID FRAME COLUMN SIDEWALL GIRT GIRT CLIP PL. 3/16 X 6 X O' -7 SIDEWALL PANEL CORNER TRIM SHEETING CLIP 4 4 X 2 X 16 GA. ALL BC CORNER (MAIN END FRAME BY-PASS vm w) 2 4 2 SHEETING CLIP ti SC5 SECTION CO CORNER COLUMN (BEARING FRAME ENDWALL) CORNER TRIM ENDWALL GIRT COLUMN SIDEWALL GIRT ENDWALL GIRT 12 316 6 X 0' -6'2 ORNER COLUMN SIDEWALL GIRT 20 X 1" M. BOLTS BEARING FRAME CORNER COLUMN GIRT CONN. - ENDWALL GIRT ENDWALL PANEL. ENDWALL COLUMN CLIPS - IL 16 X. 6 X 0' -6 EO�I\W.ALL GIRT E.W. PANEL (4) 1 2 "0 X 1" M. BOLTS (2) 12 "0 X 1" M. BOLTS FLUSH MAIN FRAME GIRT CONN (SHORT CLIP CONDITION) FLUSH MAIN FRAME GIRT CONN. (LONG CLIP CONDITION) SHOP WELDED CLIPS B. i6X 6 X 0' -6 1 2 SHOP WELDED CLIPS IE116X6X0' -10 EAVE STRUT (2) 1f0 X 1 M. BOLTS 34 (2) 58"0 4 " A325 ENDWALL RAFTER CORNER COLUMN CORNLR COLUMN TO BEARING RAFTER CONN. EAVE STRUT GUTTER CLIP AT 48" O.C. GUTTER OVERFLOW SLOT (FIELD BEND) DOWNSPOUT STRAP POP RIVET DOWNSPOUT RAKE ANGLE O.S. CLOSURE E.W. PANEL SPLICE (IF REQ'D) HILLSIDE WASHER FLAT WASHER HEX NUT BACK UP PLATE DRAWING STATUS STITCH SCREW FOR APPROVAt• THESE DRAWINGS, - -BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR • PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT D000MENTS. ONLY DRAWINGS ISSUED FOR CONSTRUCTION" CAN SE ,CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT. FINAL '.. IN THAT. AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED" FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. EAVE STRUT GIRT WALL PANEL SILL ANGLE FINISHED FLOOR STD. EAVE SECTION W /GUTER & DOWNSPOUTS CABLE BRACE BRACE GRIP EYE BOLT WEB OF FRAME MAY BE LOCATED AT EITHER SIDE OF WEB CABLE BRACE TO FRAMF DETAIL I.S. CLOSURE SCREW AT EACH MEMBER PURLIN (2) 5 /8" 0 X 1 A325 BOLTS ENDWALL RAFTER ENDWALL COLUMN ENDWALL GIRT ENDWALL COLUMN TO RAFTER CONN. (WE BEARING FRAME) REVISIONS COLD RAKE TRIM RAKE ANGLE 0.S. CLOSURE- LW. PANEL FORMED STEEL COMPONENTS II ML__-__. ,� *� MAIN FRAME " RAFTER 5 /0" 0 A325 BOLTS AE BRACE A EBR I ENDWALL COLUMN ENDWALL GIRT ENDWALL COLUMN TO RAFTER CONN. (■ MAIN FRAME) SIZE 5EE - Z7w4 5 / - 0f/ LOCATION TEJKW /GA, WA DRN. BY I CK D BY 6 CA- C V STANDARD SECTIONS CUSTOMER ALPJIA STEEL BU /EZ) N45 AUC, COST P.O. YIELD 2 STRENGTH = 57.0 K.S (4) VO X 1 a " A325 TYP. * 4 . 3 - ' � E 3 G W12CX3 12 38 X 3 X l'-2 0 8" CEE X 1' -4 WE 10" CEE X 1' -6 WE 12" CEE ENDWALL RAFTER SPLICE CONN. SCREW AT EACH MEMBER PURLIN NOTE: - THE UNDERSIGNED IS NOT THE ENGINEER OF REC D FOR THE OVERALL PROJE T. 'APR I lal metallic building company 7351 FAIRVEW • HOUSTON. TEXAS • P.O. BOX 40336 • ZIP 77041 17131 466 -7788 - ZIP 77240 DATE I SCALE ! QUOTE N0. JOB NO. 329-99 .vO.U<° 1 /2O ?Wf /A,B,C, 060 CAD DV EM /DD. SHEET NO. I ISSUE S1 OF 2 J REEEIV@B ar! OF TUKWILA IT , 2 1999 r4,.nn.ii CENTER MEMBER SCREWS CONTINUOUS TAPE SEALANT ROOF PANEL 10" 12" 12" 10" 10" 12" PANEL FASTENER LOCATIONS DETAIL "A" (ALL MEMBERS EXCEPT AS NOTED) (EAVE MEMBER, PEAK MEMBER AND PANEL ENDLAPS) • r 5 " 12 r • 2" PURLIN [ROOF PANE! 12" 2 SECTION THRU PANEL ENDLAPS AND PEAK PURLIN "PBR" PANEL AT ROOF SCREW SPACING 33 ROOF AND WALL PANEL MATERIAL 12 2 " 2" 8" 2' PANEL FASTENER LOCATIONS DETAIL "A" STITCH SCREW AT 20" O.C. SECTION 3: BASIC' MATERIAL SPECIFICATIONS Cable Bracing - Extra High Strength Strond per ASTM A475. Rod or angle bracing conforms to AST1.4 A36. MINFCTION P01 TS: All A-325 Except Purlins, Girts, Eave Struts and Flange Braces which are A-307 *- 1" WIDE X THICK MASTIC (OPTIONAL) MUST BE SPECIFIED ON THE WORK ORDER. \\- EXTENDED LEG (ON "PBR" PANEL ONLY) DETAIL "A" "PBR" PANEL AT ROOF /- TAPE SEALANT ,/ (FOR ROOF ONLY) 3 /8 X i32THICK (STD .) NOTE: SCREW PAT SATISF Y FOR 3.3.1 Pone: material as specified shall be 26 gauge galvanized steel, coating designation G-90, or galvalurne AZ55 as manufactured by Bethlehem Steel Corporation, or equal, conforming to the requirements of ASTM A-792 Grade E or Grade D. Minimum yield stress, shall be 80,000 psi for Grade E and 50,000 p.. for Grade D. 0 3.3.2 Ponel material os specified shotrl gauge galvanized steel, coating designation 0-90 4silillAIXTOrne A255, conforming to the requirements of ASTM A792 Grade rAde E. Minimum yield stress shall be 50,000 psi. A40 Q)\' S SHOWN REQUIREMENTS STITCH SCREW -\ AT 20"± 0.0 \ V.,!? MEMBER SCREW SPACING (ALL MEMBERS ) "A" WALL PANEL PANEL ENDS AND INTERMEDIATE GIRTS PANEL END LAPS ONLY STITCH SCREW AT 20± 0.0. 12" 2" 12" s" 12" 2' 2" 12" 12" 12" 8" 2" MEMBER SCREW SPACING (AS NOTED) "PR" PANEL AT WALL "P8R PANEL SCREW SPACING 12" 12" 12" - 8" 2" 2' SKYLIGHT PANEL • DRAWING STATUS ROOF PANEL MEMBER SCREWS TAPE SEALENT 1 ROOF PANEL EQR APPROVAI • THESE DRAWINGS, BEING FOR APPROVAL, ARE 6Y DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS, ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERIM_ THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, PS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION. " CAN BE CONSIDERED AS COMPLETE. ni FOR CONSTRUCTION FINAL DRAWINGS. NO. A SATE 3 TAPE SEAL ---\\ ROOF PANEL PURLIN INSULATION IF REO'D. IS BY OTHERS. UNLESS NOTED. END LAP WITH INSULATION END LAP SCREW LAYOUT SKYLIGHT PANEL MEMBER SCREWS STRIP 4" OF INSULATION FROM VAPOR BARRIER AND FOLD VAPOR BARRIER BACK OVER STEEL PANEL INSULATION IF REO'D. IS BY OTHERS. UNLESS NOTED. MEMBER SCREWS - Ix ,- STITCH SCREWS T T AT 20" 0.0. I kt, FO P4 REVISIONS DESCRIPTICN "R" TRANSLUCENT ROOF PANELS -"' 195,, BY CA) NPR ROOF PANEL TAPE SEAL STITCH SCREW SIDE LAP WITH INSULATION OPTIONAL INSULATION TRIM DES;RIPTION SIZE MID SPAN SCREW LAYOUT STANDARD SECTIONS SEE DWG. T5J F / CUSTOMER ALPHA s7;4 0w,05 Aye. I OUST. LOCATION TLAK WIG , . ERN. BY 01.0 BY I DATE f I I TAPE SEALANT (FOR ROOF ONLY) N X%2THICK (STD.)! 7- SKYLIGHT PANEL FOLD VAPOR BARRIER OVER PANEL EDGE 010 NOTE. THE UNDERSIGNED S NOT THE ENGINEER OF RE 3RD FOR THE OVERALL PRO,C Ci. 4'41499 metallic building company 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 QUOTE NO. JOB NO. NONE 1107734 05 3 CAD BY SHEET NO. S2 of 2 ISSUE H:F.entED CI, OF TUKMA .406 1 2 1090 51010801 0100180 THICKNESS IMEEMII IIIIIIIIIIM731MNIIII.11 " TO 2" 1 OvER 1 2' I EIMEINENW IllinilIlr SEE NOTF- SEE NOTE , 2 Mr= MUNI 1 z I I MIZ 1 5 I • r i A I I 1 1111 I I II r 2 1 li r./' , - TYP: BOTH sIDs NOTES; al& NW; SI7F 16 CA 4,"; 0.056 INCH 14 Go a"; 0.070 INCH 12 Oa 4"; 0.098 INCH EDCE JOINT — — SAME AS CONNECTION PLATE COLUMN SAME AS TO • FLAN THK. STRAIGHT COLUMN TYPE 1 • 0 < V THK. OR THK. 3 8 " THK. > THE. 0 L/2 ; 0 L/2 TYPICAL AT WEBS TYP. • > 1 THE.> < V THK.> 0 L/2 .., WELD INT. 3-6 L/2 OVER 24" DEEP WEBS 1" THE.> OR > THE > /-••• TYP, TYP> INTERIOR WIDE RANGE BASE PLATE OR 0 T ® 3 8" THK STRAIGHT COLUMN TYPE 2 o TYP. FLANGE BRACE CUP THK. THK. THK. AT ENDS TYP N THK. OR THK. TYPICAL AT WEBS • 1 ®2' TYPICAL " , I , - „6 BACK GOUGE > 3 8 " FLANGES RUNWAY END 0 0 < 3 8 " FLANGES 0 OR SAME AS BOTTOM FLANGE / 7 EXPRESS FRAME WT. Li MR CONSTRUCTION: FINAL DRAWINGS. TYP TOP RUNNING CRANE BRACKET 0 TYP DRAWING STATUS SAME AS BOTTOM FLANGE TYP > THIC OR 3 8" THK. o f> k."?) FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL. ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. FOR PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS APE NOT IDENHFIED. ONL, DRAWINGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. > THK. 2 L_ , H< R S THE. 0 UNDERHUNG CRANE BRACKET 3-2 59 o -) . II THE. THK. CRANE BEAM NO A PeVs DESCRIPTION 7301 FAiR,TEW • HOUSTON, TEXAS • P.O. BOX 403,8 ZIP 7 (713) 4E6-7786 ZIP :7240 ,,N , N R 3 0 EH metallic buildinj company INTERIOR COLUMN CONNECTION PLATES REVISIONS STOMER ** NOTE: SIZES OF FILLET WELD FOR WEB TO FLANGE WELD. SAME MATERIAL AS PIPE OR COMMERCIAL BACKING RING • NOTES 1. 3 16" FLANGES ARE NOT TO BE USED FOR WEB THICKNESS OF 1 4" OR OVER UNLESS SPECIFIED BY ENGINEERING, 2. WELD SIZE EQUALS TO THICKNESS OF WEB OR SEE NOTE 5. 3. FOR WEB THICKNESS OVER 3 8" ALL FILLET SIZES ARE TO BE SPECIFIED BY ENGINEERING. 4. WELD BOTH SIDES OF WEB TO FLANGE 3" BEYOND BOTH ENDS OF BRACKET. 5. FLANGE TO FLANGE OR FLANGE TO CONNECTION PLATE WELD SIZES ARE DETERMINED BY THE FOLLW1NG CRITERIA: WELD NEED NOT EXCEED THICKNESS OF THINNER PART JOINED. 6. WELD SIZE IS TO BE 1 16" LESS THAN THICKER PLATE, BUT NOT TO EXCEED THICKNESS OF THINNER PLATE. 7. OPPOSITE SIDE WELD LENGTH TO BE a DIMENSION PLUS 3 INCHES, AND b DIMENSION PLUS 3 INCHES DESCRIPTION WELD STANDARD STE .5 D te/ . 5/ / .116 W/i. , =1 . SAN. E, 1111Ni CHECKED BY DATE e 3 - 19 T < < < f > 3 47 NOTCH fa PrP. TYPICAL STIFFENER DETAL SECTION A-A BUILT-UP COLUMNS ONLY . bfAC1 --- 01(1) AL Pil4 5 //7: 3 16 " FILLET N WITH 1 4" FILLET N WITH FILLET CAD BA LEEKS SCALE T QUOTE NO I JOB NO. I SHEET NO. ISSUE NONE_ 1/2093-m..d - /73 .25 1 W1 OF 1 A . TA THE ONOERSICNES IS NOT THE FOR THE OVERALL PRO T. 5 AK2,1 ..... % ( P. ;:'- 'AS MOENEO CITY oFTORWILA AO 2 19 PERMIT CENTER