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HomeMy WebLinkAboutPermit 0487-M - HARTUNG GLASS0487-m 91-047 hartung glass hvac 17830 west valley highway . PROPERTY OWNER: Nick Sci2la PHONE: 1/ i a k ,4 1988 Fl • PR • I. 1=1111,Detectors 01=1 CONDITIONS (other than noted on or attached to permit/plans): . ;6; • ). A: il A N. . • Hartun: Glass VALUE OF WORK: 5,000.00 ■ APPROVED FOR ISSUANCE BY: 1 1 BUILDING ,0 1, -(1t , • ' [,. I , ;. OFFICIAL DATE: `L-j): 7/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating contra n or the performance of work. I am authorized to sign for and obtain this mechanical permit. _ . SIGNATURE: -edke, _2/ DATE: PRINT NAME: AA A,1/7/ ..--•• , y,' , COMPANY:7.>", e•,44-77 , PROPERTY OWNER: Nick Sci2la PHONE: SJTE ADDRESS: 17830 W Valley Hy SUITE NO. ;6; • ). A: il A N. . • Hartun: Glass VALUE OF WORK: 5,000.00 TYPE OF WORK: . 0 New/Additlon Modifications Repair Other: 9 ; • • A • A • : ■ Install A/c units and ductwork. ' PROPERTY OWNER: Nick Sci2la PHONE: ADDRESS: 17830 West Valley Highway. Tukwila, WA IZIP: 98188 CONTRACTOR: E, R. Anderson PHONE: 453-8717 • 11 , , : -, - 1 : • • IP: a :00 ,WA. ST. CONTRACTOR'S LICENSE NO. ERANDC221NP EXPIRATION DATE: ; ' CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 MECHANICAL PERMIT NO. DATE ISSUED: :: DATE DATE(S) REQUIRED INSPECTION PHONE NO. INSPECTOR CORRECTION NOTICE ISSUED • 2- Fire Final • 3. Planning Final 110 4 - x 5- Mechanical Final 1 - Rough-in/Vents/Ducts 431-3670 575-4407 431-3680 431-3670 MECHAK.CAL PERMIT (POST WITH PLANS IN A CONSPICUOUS LOCATION) FITTIMMTVT1INNMI Unit Fee ' • • 1 11 . 0t, 15.00 OAV6430M4 bOit DATE MillIWZMECLIZI1 TOTAL 26.88 . Plan Chock No.: 91 OTHER AGENCIES: Plumbing/Gas Piping - King County Health Department (296-4732) Electrical - Washington State Department of Labor and Industries (277-7272) This permit shall become null and void if the work Is not commenced within 180 days from` the Issuance, or ifthe,wo* Is suspended or abandoned for a petiod of 180 days from the last insp ect 6 PERMIT NO. ,v" : :::i {'. }i ; : .;: :.: }::�: CONTACTED :F,.v :'yiF, : ?S'v:n r . Sn .::. Yn, „ . N M .�:,.:. {q'.::•i+Y,}i ? {:: � ? % {iiv::.. ....... .... ... . r . :. ...... CONSULTANT: bate $ant - Date Approved - w � °1_a l 5 � i ROUTED DATE READY FIRE DEPT. LETTER DATED: INSPECTOR: DATE NOTIFIED fl r 5 '" BY: l (init.) r PERMIT EXPIRES o OTHER 2nd NOTIFICATION BY: (init.) BUILDING - `final rAvuAw AMOUNT OWING % 1 L • G Q O C� 3RD NOTIFICATION ( CI t3 INIT: q, BY: (init.) ....... ��� :•.:. �v:::. �.::: . • .: • v ;•.;. . :i.::�:.:.::i ,v" : :::i {'. }i ; : .;: :.: }::�: ?•:::yk ::; 31? . n ?: :F,.v :'yiF, : ?S'v:n r . Sn .::. Yn, „ . N M .�:,.:. {q'.::•i+Y,}i ? {:: � ? % {iiv::.. ....... .... ... . r . :. ...... CONSULTANT: bate $ant - Date Approved - BUILDING - nitial review o FIRE o PLANNING � °1_a l 5 � i ROUTED ' - • TEC r• : Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: INIT: •17 1 ` : IBAR/LAND USE CONDITIONS? t )Yes Li No SCREENING REQUIRED? rives (l No INIT: REFERENCE FLE NOS.: o OTHER INIT: BUILDING - `final rAvuAw q � � {�t `'R 1 LIMO EDITION (year): ( CI t3 INIT: q, PROJECT NAME SITE ADDRESS r_--1-1,tinj ( oc,ss 1 q3 0 AQ,6 C PLAN CHECK NUMBER G I( -0u of REVIEW COMPLETED MECHANICS L PERMIT APPLICATION TRACKING SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. 01111710 �a SITE ADDRESS SUITE # 17830 West Valley Hwy Tukwila WA VALUE OF CONSTRUCTION - $ $5,000.00 PROJECT NAME/TENANT HARTUNG GLASS TYPE OF WORK: New /Addition Q Modifications Q Repair 0 Other: DESCRIBE WORK TO BE DONE: Install A/C units and ductwork •RATING/SIZE •: .NUMBER OF UNITS ADDRESS 300 - 120th Ave NE Bellevue, WA Heat Pump 3 - Ton (1) WA. ST. CONTRACTOR'S LICENSE # ERANDC 2 21 NP EXP. DATE 8 /1 7 / 91 BUILDING USE (office, warehouse, etc.) Office NATURE OF BUSINESS: Glass Cnm any WILL THERE BE A CHANGE IN USE? e No 0 Yes IF YES, EXPLAIN: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Nick Sciola PHONE ADDRESS . - 17830 W. Valley Hwy Tukwila, WA ZIP 98188 CONTRACTOR E.R. Anderson PHONE (206) 453 -8717 ADDRESS 300 - 120th Ave NE Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE # ERANDC 2 21 NP EXP. DATE 8 /1 7 / 91 CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER ql-D14-1 APPLICATION MUST BE FILLED OUT COMPLETELY .EREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNQW THE SAME TO BE ug::ANCt CORRf CT,::AND I .AM AUTH. ORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER SIGNATU OR AUTHORIZED AGENT PRINT NAME Michael B. Smith ADDRESS 12459 Woodinville Dr. MECHA PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. • »TOTAL @( , CONTACT PERSON Michael B. Smith St4ITHAC158PH (Exp. 8/5/91 DATE APPLICATION ACCEPTED / Division FEES (for staff use only) • DESCRIPTION AMOUNT : RCPT. * . DATE BASICPERMIT. UNIT(S) FEE (O` PLAN: CHECK <:FEE c DATE APPLICATION EXPIRES / DATE 3/12/91 PHONE (206) 485 -7563 CITY /ZIP Woodinville 98172 PHONE (206) 485 -7563 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. A completed "Mechanical Permit Fee Worksheet" must accompany this permit application. Building •- souRter- .which- provide - more - detailed- information -on- application- and -pian- submittal- !equiremp. -48,-.Aprlioation a d clans must be comolate in order to be accaLted fur oizn review. (Cti1zejt..(i6f • air. tic (G. ��F -f o ,(.�. & J 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. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. 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 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. SlC3MITTAL CHECKimIST MECHANICAL O Completed mechanical permit application (one for each structure or tenant) Two (2) sets of mechanical plans, which include: • Floor plan • System layout • Elevations (for roof mounted equipment) • Heat Loss Calculations n Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Note: Hood and duct systems require a building permit for the duct shaft. DESCRIPTION UNIT COST NO OF UNITS X TOTAL COST BASIC FEE , ) ( $15.00 $4.50 SUPPLEMENT PERMIT FEE 1 Installation or relocation of each forced -air gravity -type furnace or burner, including ducts and vents attached to such appliance, up to and Including 100,000 Btu/h. $9.00 X 2 Installation or relocation of each forced -air or gravity -type furnace or burner, including ducts and vents attached to such appliance over 100,000 Btu /h. $11.00 x 3 Installation or relocation of each floor furnace, including vent. $9.00 x 4 Installation or relocation of each suspended heater, recessed wall heater or floor - mounted unit heater. $9.00 X 5 Installation, relocation or replacement of each appliance vent installed and not included in an appliance permit. $4.50 x 6 Repair of, alteration of, or addition to each heating appliance, refrigeration unit, cooling unit, absorption unit, or each heating, cooling, absorption, or evaporative cooling system, including installation of controls regulated by this code. $9.00 X 7 Installation or relocation of each boiler or compressor to and including three horsepower, or each absorption system to and including 100,000 Btu /h. $9.00 x 8 Installation or relocation of each boiler or compressor over three horsepower to and including 15 horsepower, or each absorption system over 100,000 Btu /h and including 500,000 Btu /h. $16.50 1 X 9 Installation or relocation of each boiler or compressor over 15 horsepower to and including 30 horsepower, or each absorption system over 500,000 Btu /h to and including 1,750,000 Btu/h. $22.50 X 10 Installation or relocation of each boiler or compressor over 30 horsepower to and including 50 horsepower, or for each absorption system over 1,000,000 Btu /h to and including 1,750,000 Btu /h. $33.50 X 11 installation or relocation of each boiler or refrigeration compressor over 50 horsepower, or each absorption system over 1,750,000 Btu /h. $56.00 X 12 Each air- handling unit to and including 10,000 cubic feet per minute, including ducts attached thereto. (NOTE: This fee shall not apply to an air - handling unit which is a portion of a factory- assembled appliance, cooling unit, evaporative cooler or absorption unit for which a permit is required elsewhere in this code.) $6.50 X (0 13 Each air - handling unit over 10,000 cfm. $11.00 X 14 Each evaporative cooler other than a portable type. $6.50 X 15 Each ventilation fan connected to a single duct. $4.50 x 16 Each ventilation system which is not a portion of any heating or air - conditioning system authorized by a permit. $6.50 X 17 Installation of each hood which is served by mechanical exhaust, including the ducts for such hood. $6.50 X 18 Installation or relocation of each commercial or industrial -type incinerator. $1 1.00 X 19 Installation or relocation of each commercial or industrial -type incinerator. $45.00 x 20 Each appliance or piece of equipment regulated by the code but not classed in other appliance categories, or for which no other fee is listed in this code. $6.50 X oerleroo SUBTOTAL j ,50 PLAN CHECK FEE lax of subtotal) 5 j GRAND TOTAL $, zq) • CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 THIS WORKSHEET MUST ACCOMPANY YOUR MECHANICAL PERMIT APPLICATION. MECHA'1CAL PERMIT FEE WORKSHEET INSTRUCTIONS - ..0000 :10:. worksheet. Indica the number of unitse!ing stalled in each category. At: time of millet;* aftwill calculate the fees. CITY OF TUKWILA 6200 SOUTHCENTIik MU11l.1 l)1XU, T11KMLA, WASHINGTON 98188 Plan Check #91- 047 -M: Hartung Glass 17830 W Valley Hy 1 # (2(1W 4 ?J•INOII Gory I.. Vun/)usen, flfuyor THE FOLLOWING COMMENTS APPLY TO AND BECOME P AE � ,APPROVED PLANS UNDER TUKWILA MECHANICAL PERMIT NUMBER �} f.i I Y) • 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All permits, inspection records, and approved plans shall be posted - at the job site prior to the start of any construction. 4. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 6. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PROJECT: _,v Ilk I 6 PERMIT NO. () g'7 — N) SITE ADDRESS: \ n ' .1 p . DA CALLED: - I q— Cl ) TYPE OF INSPECTION: ` W h A4 Le , „Q, DATE WANTED: — p• SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: t 0 -- y - 71 - 1 INSPECTION RESULTS /COMMENTS: INSPECTOR: _ : %- t ---IZ- DATE: ^ 2-3 - 7 / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTA RECORD \ Z 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: . 4f,1., PERMIT NO. 0 67 �., SITE ADDRESS: • U A TYPE OF INSPECTION: rn 1 g • , . ,,, ,c, / 4 E DATE CALLED: DATE WANTED: /7- GI LI -/ 8-9( D.M. SPECIAL INSTRUCTIONS: REQUESTER: "774I14 PHONE NO.: ¥ ?5 -- 756 3 INSPECTION RESULTS /COMMENTS: 9 -0 - 1— g — I-4A `.` -e - of . Gs r'c dru r -►. e,,.r S `!1 / ei t..C!1 .� A.cc- er-Lk r i d' c ±1) tt-k- C-L.:J-4: es".,:j1 , INSPECTOR: r .Si---- DATE: / i as .01•4 V YA0ASC ma.. t' nr •'•°hvSE"M +'^zn,'.o,Fkn.r.:a r:t, Ltn+.✓.+ ra�v. aNauG'. �t. rwu., n:. ro ...v+.•«...,.........._._...... .4d1i6■V:k* INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE 4-14-H PROJECT NAME A ` V LAS ADDRESS UJ . V A LLe NI CONTACT PERSON M kL S tiA 11 PHONE 4-2S ( 03 ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) c� PLAN CHECK NUMBER I I 04-1 Ak TYPE OF REVISION: /V cr�L C vLA-fi)o S �rz s u pQD 1 2T ©F Al SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF RECEIVED APR t PERMIT CENTER section a-a load hanger approved Soon ,L L AssPo% y, S77 V I5a �4 - (6 �5)(% a- (2.0X tro) R. = 29 l+ `. 3 3 SS V �• • e t..JT <2 /LF. 15 'R = 621 4 vL Di_ L \( o . R) = 278 DI- 80 P SSv'r w-i 5 /Lp. A lA.7 = Io)LF Z u ,V St � n 67 I' 20 1 A 4 _ (z- eso�(\ 62'x`1 P si USE L .) ISO ' -6 'J-- 3x Li- -4 6 = DI, 2.9 -h 3G 3e7 RL X21 me ool-r i x i P,egaotr 2'11- g° = 321 C Sx85 S�? G. vst- 3 n f o `v .140LS ro H a Ls. 0 0 L %x3 x L { - 0 L /fix 3y, 3 .1o!_5 i` HoLE — i - c ly NoLe 6 H ol.r 0101011 00 t 01,10011 100/111010 110111 1.1 4444444 COM07CTI I101011111 01111 101011111 Ys .7000 !71 Ys . 7I00 no re . ON PSI 11 is VIM 111 Ys . 7000 PSI Ys . 411011•11 1110100 70th 611510$ TI$710N • INIMM 11101011 /NUR 1111210$ WHAM 1110101 $01Y ' scion.* mom $With N lisp! w! M Milll p IM MO 70.10+7. MO 10.1m. M1IMA 00.1•110 Will N.Issa. MIIMOA 1a.1ua.. W M 10.1w. 1rlMM YAM! 11 14 2610 130 .300 340 1711 300 410 205 300 225 115 250 27S 138 250 325 16S 250 % 141 440 220 845 560 280 845 i 690 345 • 845 350 175 690 420 210 090 480 240 090 1 .1 2 745 375 1810 945 475 1840 ° 1150 575 1840 r 550 275 1375 630 315 4 1450 715 300 1450 % 241 1260 670 2900 1590 795 3380 1940 970 3380 865 435 2230 963 485 2710 1060 530 2710 % 3% 2130 1065 4100 2470 1235 4810 2800 1400 5440 1350 675 3160 1460 730 3850 1580 790 4380 International Conference of Building Officials Report No. 2350 RESEARCH REPORT June, 1981 • Filing Categsry: FASTENERS — Concrete Anchors PARABOLT CONCRETE ANCHORS USM CORPORATION A SUBSIDIARY OF EMHART CORPORATION TEMPLE, PENNSYLVANIA 19560 I. Subject: Parabolt Concrete Anchors. H. Description: General: The Parabolt Concrete Anchor stud bolt and expander ring assembly is made of high - strength zinc - plated steel. The steel has an ultimate tensile strength of 132,000 psi and a minimum yield stress of 100,000 psi. The anchor con - sists of u steel rod' threaded at one end with standard coarse bolt threads and has a parabolic-shaped taper machined at the other end. A stainless steel one -piece clip is formed with a slip fit around the tapered section. When the anchor is tapped into a drilled hole, the clip bears against the sides of the hole and as the nut Is tightened, the clip engages the concrete and is forcibly locked into position. Installation: The Parabolt Concrete Anchors are installed in the following manner: t: Drill a hole of the same diameter as the concrete anchor to a minimum depth of six diameters. • 2.. Tap the concrete anchor into the hole until it is embedded in the concrete for a distance of at least five diameters. 3. Add washers and nut; bring nut to a hand -tight condition. 4. Complete the installation by tightening the nut three complete 360- degree turns. S Itiv- r -5 �Al c �0 e. 0 To ■ ©'tcG,2vJ “:4. cc., TAKE SO. 1— PAAA101T ALLOWAPLE SHIM AND TENSION VALUES IN POUNDS" 5. Installation by the above procedure will produce the minimum embedment stipulated in Table No. I. Ill. Evidence Submitted: A test report of shear and pull -out tests in both stone aggregate and lightweight aggregate concrete is submitted. Findings IV. Findings: That the Parabolt Concrete Anchors as described in this report are alternate types of connectors to those specified in the 1979 Uniform Building Code, subject to the following conditions: 1. The allowable shear and pullout values for Parabolt Anchors installed in stone aggregate and lightweight aggregate concrete do not exceed the values set forth in Table No. I. 2. The minimum anchor spacing and end and edge distance re- quirements are as set forth in Table No. I. 3. Allowable loads for anchors subjected to combined shear and tension forces shall be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors shall not be subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless their adequacy is determined by tests approved by the local building omcial. This report is subject to re- examination in one year. 'The tabulated shear and tensile values are for anchors installed in concrete having the designated ultimate compressive strength at the time of instal ation. • :The tabulated I values arc for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to sit diameters spacing and three diameters edge distance, provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings and edge margins. • rrhese tension values arc applicable only w hen the anchors are installed with special Inspection as set forth in Section 306 of the code. 'These tension values are applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. sThe allowable loads may not be increased for duration of loading such as for wind or seismic loads. ;1! Pogo 1 of 1 ;:iiJD /ZONE NAME ."- r-!Ah:J'ONG GLASS INDOOR WINTER DESIGN TEMP •- 72 BLDG TOTAL. SO F " r 1941 WATTS /SO; :FT. LIGHTS •..• . 5 LIGHTS ''FLUORESCENT Y . OTHER ELECTRICAL LDAUS (WATT'S /Sp. TERM A I R TEMP CLG G TERM AIR TEMP ' HTG — 110 t3Ulm`F`LY FAN EST STATIC PRESS - ] FAN ARRANGEMENT 1 =UT. 2 .: - ENTER ,NUMBER .pF : WINDOW TYPES . (1 GLASS TYPE : S /D /T /OTHER. SHADED BY `..OVERHANGS AND /OR REVEALS - ANY. EXPOSURE N i WINDOW OVERHANG /REVEAL AREA (V /N) TYPE 1 NORTH.; , .'..:,'. TYPE' .1, NPRTHOST TYPE 1 •: EAST TYPE:1 :.;: SOUTHEAST TYPE, 1. SOUTH, TYF`E� 1 SOUTHWEST TYPE ' A. ':. `.WEST i TYPE: 1 NORTHWEST ABOVE OF — V ENTER MAX,,, NUMBER T1'F'E 1 I+JOF:TI f .. "'t TYPE 1 - NpRI IEAS°( • TYPE„ TYPE. 901) •r HWE ST TYPE'. 1 WE: r t ► 1 "'� t j•" + i51O •) N 4W1- S r r"� 'aEOVE LI o f An ' AC`s .A C O .`�r'1''..; ROPF :I►CIF. UT `) ca - ,0 0 — 0 -" :61 0 a .' ENTER, ON :.ANY ONE - EPOSURE .(1 r l . •EX1 EF.TOR. WALLS; TF' ANSM:(S :cON , 'FACTOR RECEIVED r4TY O FTI)K WIU' , . . PERMIT CENTEii • HARTUNG GLASS HEAT CALCULATION INPUT 1 =SEATED AT REST (THEATRE ETC) 2=OFFICE WORKER OR RETAIL STORE =SEDENTARY WORK `; (RESTAURANT) 4 =FACTORY,:. LIGHT ..WORK 5= WORN; 6 =OTHEF: C PARTITION AREA TO NON— CONDITIONED SPACE (SO. FT. 10:0 PARTITION , TRANS FACTOR ' . FARTITION TEMP DIF * CLG. PARTITION TEMP DIF * HTG CEILING AREA ADJACENT TO NON—CONDITIONED - -DO NOT INCLUDE. ROOF!!! (SD.FT.) 952 CEILING TRANS FACTOR .08 CEILING .TEMP, DIFF .*,.CLG -::1h CEILING .,TEMP � DIFF=. * HTG'- ;:,15.: FLOOR . AREA OVER NON—CONDITIONED SPACE --DO NOT INCLUDE FLOOR IN CONTACT WITH GROUND CEILING PLENUM RETURN AIR FLENUM (V OR N) . N COOLING % ` SAFETY FACTOR (- 0' TO . Z! 0 WARM—UP �FACTOF�. (.0 T© 10(:i) ra SKYLIGHT AREA .- 0 ANY M I SC :SENS I NLE LOADS .2500 ANY' MISC. ;LATENT ,LOADS - 2500 RECEIVED CITY PF {LJ \ MAR ;2 1 19 ..P RMITCENTER C C. H - , HARTUNG GLASS . 0r3-21-1991 • I NGTON LAT 48 • DO 65/50.- •• . • ' • • WALL - ,qc . ... mr: - :mEDIblvl. ':MEDIUM' , .••• • • . • : :b. B TEMP, TOTAL :,. TONS TONS • • F 1. : JUN M. 6;22 . 3;17 ;•, • • 2. JUL AT QI , • 3534 . • 3 . SEP AT 10 A. M. • 71.2 " 4.65 '',`■* :C‘ 3.58 ' 3.904 4. OCT AT 2 P.M. 77.2 .4.74. 3.60 • 5. SEP AT ' 3 P.M. 81.0 4.77 ' 3.59 3.914 6. JUL AT 4 P.M. 82.0 4.49 . . 3.71 3,609 7. JUN AT 4 P.M. 81.0 . 4.45 , , 3.27 " . . 3 ZONE HEAT I NG77>:; 11, 246 W/ I NIF I L= ;"246":. C. F. M = 269 INPUTS CEILING PARTITION FLOOR SKYL I GI-IT - TRANSMISSION FACT. 0.08 p. 08 O. 00 O. 00 TEMP D I FF 'HEATING 15 , 15 0 . 48 1 ; D 'FT* COOL I NG 13 13 0 16 FLOURESCENT LIGHTS Y SOLAR FACTOR SKYLIGHT = 0,00 EFFECTIVE AVERAGES FOR ZONE LOADS OR ,OP-COST: SE S. WALL 66;:b. oo GLASS TRANS FACTORS : 0, 00 0.66 6.66.:,6.! 55 =,0;66 GLASS SOLAR FACTORS 'O. 00 O. 00 0. 06 0 o: 96 0. ."00 o; 00 0. 00 • ROOF TRANS. FACTOR = 0.09 , SKYLIGHT TRANS. FACTOR = 0.00 OUTPUTS NUMBER OF PEOPLE I= TOTAL LIGHTS! = OTHER ELECTRICAL S. TYPE 1 GLASS. AREA= TOTAL GLASS AREA = TOTAL GLASS AREA SKYLIGHT AREA = SKYLIGHT AREA = 19 SENSIBLE F'EOR'LE . LOAD = 4,755 4 „ 853 LIGHTING LOAD, = 20, '702 971 OTHER: ELECTRICAL = 3,312 61 8. TYPE 1 GLASS SOLAR = 5.798 61 TOTAL GLASS SOLAR. 5o 7 98 61 TOTAL GLASS TRANS. 0 TOTAL SKYLIGHT SOLAR 0 TOTAL SKYLIGHT TRANS = „.. S. TYPE 1 WALL AREA :- TOTAL WALL ` AREA PARTITION AREA ; z CEILING , AREA ; ;; FLOOR ' AREA ; OF ,ROOF SAFETY FACTOR EVAN' FAN H. P. MISC:';SENSIBLE VENTILATION`:CF MISC. LATENT: , NUMBER OF PEOPLE VENTILATION CFM TOTAL :CFM=STDAIR :ODI�i';;SENSIBL.E GR 1,941 , : SO. FT ''PER TON .3, 914 : • ,CFM F'E.R 'f S0 FT -HEATING LOAD 1,200 CEILING LOAD 7,686 ROOF ',HEATING' LOAD 0 :: SKYLIGHT1 LOAD 1., 610 'WALL "HEATING LOAD 1,284 INFIL HEAT LOAD = 0 H LOAD WITH VENT. = {{ 4.77 TONS 3 P. MM RECEIVED c:ITY OF tUKWIL . MA( . 1 1: 19,91 PERMIT CENTER xi AREA :(SO FT) TOTAL'CFM `A I R ARTI.T ION .LOAD • ENTILATION c;L.OAD . ". FLOOR HEAT I NG . LOAD ..GLASS 'HEATING !LOAD= SLAB HEATING LOAD WARM, ,UP,.:LOAD • 439 S. TYPE 1 WALL LOAD • 439 TOTAL ` ,TRANS. • N'020- 'TOTAL �'`PART.`. 'r'TRANS • 52 TOTAL' CEILING •TRANS TOTAL: LOO TF,AI\IS 952 .: ROOF .LOAD..., , .. 07. SAFE'T;Y, B. T. U. S AN. HEAT `• GAIN . DT x., I C ``:SE'NSXELE -,14b .:.0. LOAD 2, 500 LATENT 19 ." PEOPLE LATENT LOAD 146 O. A. ;:LATENT LOAD 914 TOTAL LATENT LOAD ::.' COIL SELECTION PARAMETERS .DB TEMP ENT /LVG = 65.6 / 53.8 TOT SENSIBLE LOAD (a TEMP `. ENT /LVG = 58.7. / 53. TOTAL COIL LOAD SPECIFIED ROOM RH = 507. RESULTING ROOM•RH = TERM AIR TEMP = 55.00 / 110 DECREES ROTATED = 0 T. ST. EVAP FAN. = 1 '. 50 NON - •CEILING RETURN URN ' ,FACTOR= O. 11 CARR: I ER DEFAULTS ( PLAN REVIEW COMMENT PLAN CHECK At 9 I - a-I�M PROJECT A2T0 N L GLA REQUIRED INSPECTIONS �e- .J/ No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special Inspected (Sec. 308, UBC). All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 308, UBC). All high - strength bolting to be special Inspected (Sec. 308, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition wails attached to ceiling grid must be laterally braced If over eight (8) feet In length. 0 Readily accessible access to roof mounted equipment is required. 0 Englneoreed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. L® Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. 0 Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -of prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plane approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a service for Inspection at the factory. O Notify the City of Tukwila Building Division prior to piecing any concrete. This procedure Is In addition to any requirements for special inspection. 0 All spray applied Iireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 3013 (a) 7. Validity of Permit The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority of violate or cancel the provisions of this code shall be valid. i Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 �C O( 4 N r I 12 13 14 FIRE FINAL 15 PLANNING FINAL 16 PUBLIC MORES FINAL 17 BUILDING FINAL ( PLAN REVIEW COMMENT PLAN CHECK At 9 I - a-I�M PROJECT A2T0 N L GLA REQUIRED INSPECTIONS �e- .J/ No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special Inspected (Sec. 308, UBC). All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 308, UBC). All high - strength bolting to be special Inspected (Sec. 308, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition wails attached to ceiling grid must be laterally braced If over eight (8) feet In length. 0 Readily accessible access to roof mounted equipment is required. 0 Englneoreed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. L® Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. 0 Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -of prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plane approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a service for Inspection at the factory. O Notify the City of Tukwila Building Division prior to piecing any concrete. This procedure Is In addition to any requirements for special inspection. 0 All spray applied Iireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 3013 (a) 7. Validity of Permit The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority of violate or cancel the provisions of this code shall be valid. section at ac-1 unit floor plan lower floor a/c duct approved hvac system