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Home My WebLink AboutPermit 5427 - Xerox Corporate - Satellite DishCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - IgNP9 BUILDING PERMIT PERMIT # 5427 Control # 88 -201 Work to be done T.I. (SATELLITE DISH) Site Address 6400 SOUTHCENTER BLVD Suite # Tenant XEROX Building Use Of-frc , Assessors Account # (1003211-nnn3 Property Owner XEROX CORPORATION Phone # Address XEROX SQUARE LOE 85]. ROCHFSTFR, NY ATTN FIISCO Zip 14F44 Contractor STARTRON SATELLITE SERVICES Phone # 582 -9444 Address 12729 PACIFIC RW �l Issuance By: TACOMA -1 113 98499 —��>49 DATE: ? 0 FOR BUILDING PERMIT ONLY S q • Ft. Office Storreage/ Mo house Retail Other Occ. Load 1st Fl. 2nd Fl. "3rd Fl. Total Fire Protection:[] Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Construction $ 1st Fl. $ 2nd Fl. $ other $ other $ 1,200 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #"55cly $ 29.00 Receipt #151g4/ $ 19 00 Receipt # $ Receipt #f $ Receipt # $ Receipt # $ 3.50 FOR SIGN PERMIT ONLY [] Permanent E] Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECuMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE Of CONSTRUCTION. Date Signed_ ACTORS DECLARATION I hereby affirm that I LL r• _.. o s of t • s and Professions Code, and m `license ,0 in full force and effect. Contractor (signature ,, _ —� Date G / OWNER- BUILDER DECLARATION ( ) I, as owner of the property, dray emplo ees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project, Owner (signature)______ Date ( i CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - MP? BUILDING PERMIT Work to be done T.I. (SATELLITE DISH) Site Address 6400 SOUTHCENTER BLVD Building Use Gi°• Property Owner XEROX CORPORATION Address XEROX SOUARE LOE 867, ROCHESTER, Contractor STARTRON SATELLITE SERVICES Address 12729 PACIFICAHIGHWO FOR BUILDING PERMIT ONLY PP PERMIT # 542-7 Control # 88_201 Suite # Tenant XEROX Assessors Account # 000320 -0003 Phone # Zip 14644 Phone # 582 -9444 p 98.4499 i% DATE: .-ZS. NY ATTN FIISCO Sq. Ft. 1st Fl. Office Storage/ Warehouse Retail Other Occ. Load 2nd Fl. 3rd Fl. Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Construction S 1,200 1st Fl. $ 2nd Fl. $ other $ other $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #�5�y S Receipt #455q $ Receipt # $ Receipt #55% 1 S Receipt # Receipt # S 29.00 19.00 3.50 TOTAL S 5.1.50 FOR SIGN PERMIT ONLY 0 Permanent ❑ Temporary [] Single Face ❑ Double Face ❑ Wall Mounted [] Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed Date CTORS DECLARATION and Professions Code, and m license is in full force and effect. Date —29'8 OWNER- BUILDER DECLARATION y emplo•ees, with wages as their sole compensation, will do the work, and the structure is not intended or am exclusively contracting with licensed contractor's to construct the project. Date I hereby affirm that I Contractor (signature ) 1, as owner of the property, offered for sale. ( I I, as owner of the property, Owner (signature) : pi tiY.4?Lt.. :7' t Vii irtUag.` dge ii,V 11 11 - thtWiethaAfi rvalsA esawl:1w”-amuoartiw,x zfo^xr.elsctea^.Gi.rilp3 05,:oY CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /1%;09/.- Address 'L/d(J dit.w: INSPECT „ N RECORD PERMIT # �"�� 7 Date 5— /1//d77 Date Wanted a.m. p.m. Project x/. &')C Requestor Phone # Special Instructions Inspection Results /Comments: Inspectors Date 7/` / /CP� THE FOLLOWING COMMENTS APPLY TO AND B COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER $.5444 7. 1. NO CHANGES WILL BE MADE TO PLANS UNLESS APPROVED BY ARCHITECT AND TUKWILA BUILDING DEPARTMENT. 2. ALL PERMITS TO BE POSTED AT JOB SITE PRIOR TO START OF ANY CONSTRUCTION. 3. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH APPROVED PLANS AND REQUIREMENTS OF THE UNIFORM BUILDING CODE (1985 EDITION), UNIFORM MECHANICAL CODE (1985 EDITION), WASHINGTON STATE ENERGY CODE (1986 EDITION), AND WASHINGTON STATE REGULATIONS FOR BARRIOR FREE FACILITY. (1986 EDITION). Ii ORDINANCE COMPL # NCE - PLAN CHECK PROJECT: %)4-EROX CoRp. SATELLtrE ()+14TEt4t4 Xeu -ti 3E*Fatz5 Sea- q444 The following corrections and /or clarifications are required to complete the plan review. Sheetjot t Date: A-59-85 O-85 I. 13E42UIRE.D Sc.)REENItJc.A: CQ.I.L OOT �9AcAwwc.‘ OF 2X4 30tsTS 24 oG . 2X8 ts-tr, 4x1- Poe--r '-- ooc, CALL OtY CV-1W EC.TtON DF. Z)C8 30161- To RooF lbp 4.4 4 4X4 PosT To 4xc4 6L-C--eFe4. 4 4 X.C.o SLeavi-. To F CALL t G:45 8 -30-85 x iC Co O4'T I Or1 'U Ki...) ILA WA sit. et l.A2 Garr' o.+4 o F ANT E/44 MA N TS CITY -UF TUKWILA _---- __.._ -__q.p P.R 0 VI D - - - -- -- - EP 1•.88- tr,,■•2.)e. 5-,,�. sue.. s ►' • ) W44 alb 61'4 l• • X F.P, r f Ai 4-- e/cc.s .s 6. a-no id MerrSs P•irt 4.1T7 PotAket Lrr..A. Sieitswoma. . . Q-/zs-Ate : eezeikretA) cfrisou4s0-4-c- dorkrritA&re A-f0-7-8.1ur,i A- 6 1? s tx4E•?t CITY OF TliKWILA zlez" em A P MOVED SP 198ef. Setteek014.9 C., "Ala •, 44-4 / it) <1 c.) n1.87!;r•!, otn,m • 45 ("14t *.ALW:e 1 •• ( SEP 2 1988 • I, : i • 1■•• :.• 't..1% • • bennett & pless, Inc. consulting structural engineers 1900 century place • suite 300 • Atlanta, peorpla 30346 • (404) 326.2000 930 mccallle avenue • chattanoopa, %enneaaes 37403 • (915) 7667943 March 31, 1987 Mr. Gene Gressens Scientific Atlanta 4356 Communications Drive Norcross, Georgia 30093 RE: 1.8M Non - Penetrating Roof Mount. Dear Mr. Gressens: Based on your test results the antenna.mount.is •structurally adequate to withstand an effective wind velocity pressure .of. 20:5:.pouands persquare.i..;. • S i ncerei+ '' ' 1 : ,�r:' R. T. Preside sf CITY OF TUKWILA APPROVED SEP 1988 0-4 ��- VsK oast (aztae) i • cg O v P IL 7 N Q - a 4 OLd 2 d2 2 ,i r Z L 4~a a70 Wd f a �o j ` r ,� N w 0 0 Vi ✓ Q 4 O d 3 51 u) .i to i a) 09 3 to o ‘9 n Z 0 2 i� U d) 2 WALL MOUNT s 0 0 °s 0 • i =3 ,� o a 2 2 s r" CO a O t O u a w 4 It REVISIONS 0 z N v r i Y 44 4 18AE-01 - 835X11 AMERICAN NATIONAL STANDARD AS8.1 -1982 Cc tr) CY'Ll REVISIONS s z u • • 36 W V ' .6aW•1 Lit NK "w kitA144 e 4 2 e s 4 • 44 35 30 25 20 15 10 11; 5 0 CRAWL' NO. 3 FOR 1.4 OFFSET I= ANTENNA. 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 BALLAST WEI(eT - LBS FIGUIC. 1 icor WAD WORKSHMTS: 1. Antenna Weight 2. Ballast Ieight (fran Chart 3) 3. a) Velocity Press 21,2 ps? (frcin Chart 1 or b) Line 3a x 34 4. Add lines 1, 2 & 3b 5. Divide line 4 by 150 um: 5 IS /171)C011X1 or WAD PFCSSUITE 510 the 79o, the 364943 r r 1.) • MIIMMONININIMP .................... . _ :-:"7---.—.,—•-- . - 4 • .... . " ----.-11_. .— .... _ —I D _mu.s..12142kulta. sr.ittpr4t..6.7.:7.._ --i.--__ 4 . • e-io.. • =...:_-...:- ......1 •._. • . -..____- _ . -_.... .....___. .....• •• -- •-:.:•." . - - • --.-:-:.:_-.•:- ...-3.-...-_-._-_____ . __J.__ ... • • •-• • -.. ... - - --- - • - ... • ___ .... .... .. .. ... ...... ......_ ..... ...._ ..__. • ...... . • -__ _ .....‘ , . ....... ... . ....... .. ............ • .• • ............ . ......- .... . . . ............ ... .. .. ... • . •••• ••• . ''• " ..... . . . . ... • ... ... - ...... . . .. .. .... . . .. . . .. . . .. . ,. :Ty) •• S .44Ar5larik:................:..: . .... =..i ........ • . ........ . ••••'•• ."••..• • . ....... ......... . . _ . . .. . IONS H . X4STALLAT WHIC __•-.: '''.":' ' • . . .. . '....1••■ ; ;/ 11D ..I:, • • ■ re s• up • an_ —..— 4 ._ . .._ ..--,.....-- -- .: . .... . ..—. --...i. -----.4 • — . ....... — .. ."...".' • — — - — • • • —.— . ... .— . - • , —. ---........ —. .— . ........— . —,.-- . . —.. —.. . . . — — — - • - . ___. — --- 1 • — — --- - — • . •• • — • • - • —'' ---- ' , i . • . . I • • 11 A 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 BALLAST WEI(eT - LBS FIGUIC. 1 icor WAD WORKSHMTS: 1. Antenna Weight 2. Ballast Ieight (fran Chart 3) 3. a) Velocity Press 21,2 ps? (frcin Chart 1 or b) Line 3a x 34 4. Add lines 1, 2 & 3b 5. Divide line 4 by 150 um: 5 IS /171)C011X1 or WAD PFCSSUITE 510 the 79o, the 364943 r r 1.) • • • . --1 -- - . •- ti • r _.1 a. —.. • .. ..:. • ••• _. .� . r...l 200 .. I .•_ •• •• •r. -- ••• •••.•• • • • r.•_ _— ••— r�.•�r r — • — .. • .•▪ _. -• •. . -. .. �_.•.• ... . —•M r —• — i— —•. rl�.• •. -...— • ... • • .. • - ..__ -- t _ �— — -�: Front �Wird Load • • • • r .a:.■::•1••••— : •— • . _.... •• •• — S . r_r-. • - . . -_ - r_._, -- =300 - �* � —ter �'�QD ... ._ _. -'BOA . �- -3000 =- D 3IER.IRED - SUDS .VS �ALd RS'1' :WEIGHT . - � ►: .. •- — .. • - :•Y = =... — .•..__;: _r.. ...- ..._.. -- ..▪ Sr . .. =. . • .•• •s• N..rr. - -a)•nter Yount -weights- i• s • -.._:.- ..... _... .•.,-��—. .- . -•. w. L. • • —"-3) -3ioof -taunt vans =sae .:•% big tic �3 �i zcrizi. ree ied iteeS. -- _ -Friction -coefficient 4' -on iwet,s1 •=otrf iaanbrane 1.s 36 ' . • a . . ••. �. _ti�. .-. w��. •••••• ..•• . -- -._ • • • • . •..,• -.. -. .. • — - —• - - -- • - • • - - -- -71• • • .• _....rri.• • .-...rrrw'.•• -' ... .—r •- • • —ter • -- .r • 1 407.:17.••••••,...•• .... ...• • .r. E • •- ••• •• _a-. ` • • •. •.•. ■ - . 20'-0" SEE SECTION IV LOADING FROCEDU tE 2x4x2' -0" TREATED CQi0L9K.S, GLUED IN PLACE. DIAGOI4AL BRACES •LOADS WILL BE APPLIED IN BOTH F.& B DIRECTIONS, LOAD DIRECTION CHANGE CAN BE ACCUPL1 S 2) BY RELDCATICti OF DIAGONALS. LOAD CAL. SUPPORT SECTION VIEW A - A ROTATED 900 MAN,E HORIZONTAL ADD VERTICAL. DEFLECTION MEASUREMENTS AS LOADS ARE APPLIED. LOADING PROCEDURE: A) FIRST SERIES OF LOADS WILL BE. TO DETERMINE STATIC FRICTION COEFFICIENT OF STEEL PINS ON 'WET ROOF 1BRANE (I.E. NO ROOF CEMENT. RECORD LOAD BEFORE SLIDING OCCURS AT GIVEN BALLAST LOADS. HORIZONTAL LOAD LOAD DIRECTICtl To 'BE RECORDED F. As, SLIDING STARTS' $ F B F B. B) THE 210 SERIES OF LOADS WILL BE TO DETERMINE THE BONDING EFFECTIVENESS OF 2x 4 CHOCKS BONDED TO ROOF MEMBRANE AT EACH PAN. HORIZONTAL LOAD • 450 • 450 530 • 530 • 1410 _ :950 LOAD DIRECTION F B B BALLAST WEIGHT 0 0 550' 550 8+40 840 1410 F . 1660 950 B 1660: C) THE 3RD SERIES OF LOADS WILL BE TO DEMONSTRATE 'SURVIVAL OF THE ROOF. IOLt4T AND ROOF DECK AT 150% OF DESIGN LOADS. ALSO. THE USE OF GUY WIRES WILL BE EVALUATED, HORIZONTAL LOAD LOAD DIRECTION .:1468 B 2100 F BALLAST WEIGHT 840 VI. RESULTS OF TEST: TEST RESULTS ARE SHOWN IN CHARTS A * B. CONCLUSIONS: A) STATIC FRICTION COEFFICIENT. 1. THE STATIC FRICTION COEFFICIENT OF THE PETAL PANS ON THE WET RUBBER ROOF MEMBRANE 1S 0.36 (SEE CHART B). 2. WEN THE ROOF MOUNT WAS FIXED TO THE MEMBRANE (I.E. WOODEN CHOCKS) THE MOUNT ASSEMBLY AND MEMBRANE WOULD SLIDE ON THE.,ROOF INSULATION. THE FRICTION COEFFICIENT FOR THIS CONDITION IS ALSO 0.36. B) WIND PRESSURE RATINGS FOR THE ROOF MOUNT,. 1, FOR SINGLE PLY MEMBRANE TYPE ROOFING THE MAXIMUM WIND PRESSURE. IS 31.2 PSF AND GIN WIRES ARE REQUIRED'FOR ALL INSTALLATIONS. NO ROOFING CEMENT IS REQUIRED. 2. FOR BUILT ;UP TYPE .ROOFING THE MAXIMUM WIND PRESSURE IS 31.2 PSF. ROOFING CEMENT IS REQUIRED FOR INSTALLATIONS REQUIRING.20,5 PSF.OR LESS WIND PRESSURE RATING. FOR INSTALLATIONS REQUIRING OVER 20.5 PSF WIND PRESSURE RATING, GUY WIRES ARE REQUIRED. ' NO ROOFING. CEMENT. 15 REQUIRED WHEN GUY WIRES ARE USED. C) ROOF SURVIVAL 1. ROOF PUNCTURE DID. NOT OCCUR' 2. ROOF DECKING SURVIVAL WAS DEMONSTRATED,' AT 150%'OF THE DESIGN LOAD CONDITIONS. • ,,1; • ••• •', 1� V a a a i I I r wr • t1� 1 t a b a a al a a a � H!H111Jij aD •-1 .•i •-1 •-i rl t! N N N o O O o • 0 0 O O • • 1D O • •- O 0 0 0 N O p • • . • • • • I. «. 1 1 1 1 Si 0 O 0 0 0 0 1 • I •m o ow •--1 •--1 •• • 1': - • • • •-1 N i •n It r N ..r N et' 0 0 0 0 0 0 O . S a S W 1D 1� W O. .0 10 1O 1D 1D 1D 1D 1D 1D et er O O ! •� is O •-1 r•1 • s•i ••1' ••1 r1 •-1 •-1 ID N w la . w al a as w ar w w an ao �7 0 I 00 0 S S S S. $ $ $ $ $ $.$. $ 0 .r N N 1n .r 1n c,• n n o o n o ..r: e l .•1 N . •y N 71 TABLE 1205.1 (See Figure 1205.1) St a 0 r. . H :nee of I ind, MP Se4 so�MNHS� R0= '— °RAnrStf:t Height Above Ground', Feet °.hwlo_RgSgrog Ww aW eg W y con W W ID OM en 6-0E z rt .a t cNnNNNNNNeO S ogeo.- u/eea+ooecOgev .. ..N(VNP>fflff1l1fpA pipp- NNNNNNNNNNNNNNNe7e7 • ti It 11 1 in 144 =_s iii V •t1_4' 1 gOe�fe�OfNlffOY 'fOflppf.pp+A�NPfOtie9 ��y!!Y. AA At+eelm eresOfER;INNNNN X tiYl C 0 t i 8= t7 e7 enfffenufvieoeDr■ P■eeierenR _, jg 15 g rgEs e7enAeagNo.momu —• o., ,m 0oCO •■ eV e4 eied7f4f fui › i p t C g P. z i < NNNNNe7e7qt •r IAene4 11 C c> .188. ti! H %46iaH 4008 ueayi N M rl e � W MM N eql J• 67-261, az�N zJJU) to la �AJ J 3 74 wH - � W Z g 1 tY � J O 41 • 0 -*P- O 0 V• I 0 d f ;I .9' s a ri to w : N 4Q U. 0 LLD' JQ 4 0' 1 4 i 0 _1 to 14 0 M. o 00 N It O M M N N O 9 0 m Z a0 Z LOX �Z O Q W w (!) ``' W W 2 Q_ C) Z FAA fi. 3 IL IL Fla moo+ vi of &s. es! eoac a� aooia o 411 cot toOnN co, e1 tDtDao010 of i 0. 03 IM10 N.: 0! toccio3 co OiOio of '"Ld Nelri 1008 a *0tao 2 1 ch csi r, type 14. r;trimaoa;oioio o+r. tcr;r;aotr S� cl't- co. r; CO CO CID CO 03 CO 01 CA 01 Of .- om�inM.- mr;moey.►tnr,aoey.►n.o� vuiincer ■cooitr cococoadadmaoiaia 4-41-1 --► N•- I. MNOIDey1%;INJ r c')e') ID (010 N. a iO I-m - co eh �ator`r` CDO1OMmao r` r- M m co to a of o) 0Z v . Z \*. Z c• P'1010! V ti Qc 0= o� co qK W cc v; 1 T1011 SATELLITICES 0 2(a`i 'JUL 191988 1 July,15,.1988 Vernon Umetsu City of Tukwila" Planning: Department". 6200 Southcenter Blvd. .Tukwila WA 98188 Dear Vernon, Pursuant to your request please find the enclosed information pertaining to the 1.8M Antenna for installation at the Xerox location. I've also enclosed additional information concerning windloading and tech- nical specifications for the Non - Penetrating Roof Mount design 'Should you require further assistance, please don't hesitate to call. Sincerely,' 0,00 R:,,; K Mana'er, VS' TYRO ,Operations enclosures cc: Xerox 12729 Pacific Highway SW Tacoma; Washington 98499 Telephone; 206 -582 -9444 A Beach Communications Company , . FROM: DATE: SUBJECT: Cr- t 7/22788 2) K, O `S5 VICE MEMO. CITY of TUKWILA -74-s-48 g/-/80 Ati -ems = A i? A 0 "8O °..367 5og) kat .4A714zi e*WRI v! 203£00036,00124 rta w.... ...... ..... .w..wa..a+ varsouvve wit r wM..LOARt te t td64m% 17 ea lae:uioNWAStIf5:L4at&Att .. DACE MEMO. CITY or TUKWILA TO: t'- 2?/ FROM: Vr 7 /. /8 /8& SUBJECT: kG01C .' Ste,` - .4a-.: _ awa .� 776-�88 4e143- �- 7t-eae ce cea- DATE:. • CITY OF TUKWILA • ' i 14f% Tukwila, tWashlerBou1evard BLit' DING PERMIT APPLIC' \TION Control # 5f.,;70/ (206) -133 -1849 Site Address 6400 SOUTHCENTER BLVD Suite# Floor# Project Name /Tenant XEROX Valuation of Construction $1200.00 Assessors Account# 000320 -0003 Property Owner XEROX CORPORATION Phone Address XEROX SQUARE LOE 867, ROCHESTER, NY Attn: FUSCO Zip 14644 Applicant VIDEOSTAR CONNECTIONS, INC. Phone (404) 262 -1555 Address 3490 PIEDMONT ROAD, ATLANTA, GA Zip 30305 -1753• Architect /Engineer BENNEIT & PLESS, INC. Phone (404) 325 -2000 Address ATLANTA, GA Zip 30345 Contractor STARTRON SATELLITE SERVICES License# STARTSS133RP Phone (206) 582 -9444 Address 12729 PACIFIC HIGHWAY SW, TACOMA, WA Zip 98499 Class of Work: New E Addition Tenant Improvement Demolition Interior Demolition [] Remodel (residential) J Reroof X Other Describe work to be done INSTALLATION OF SATELLITE ANTENNA USING A NON- PENETRATING ROOF MOUNT (BALLAST LOAD) Type of Const. (UBC) 0cc. Group (UBC) Square footage of entire building 33,795 Square footage of tenant space Building Use OFFICE Will there be a change of use? fl Yes 12 No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND • OW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S A _:,�RIZA IN O WORK. ` Applicant /Authorized Agent (signature) ` Date ?/ �F �. (print name) R. , • F�"/ Contact Person (please print) R. KELLY JEFFERS Phone (206) 582 -9444 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ a C ,(; Q Receipt# Date Paid Plan.Check Fee' (000/345.830) j,C) Q Receipt# Date Paid 1 ,; I' Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid i Energy Sur '.Charge* (000/386.907) Receipt# Date Paid the AgP,B 1 \ ( ) Receipt# Date Paid 1 aid i *N4 _construction only TOTAL (OWES: $ 5/, 5) ) ............ • 40. 5594A COO 1-24 -88 SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot qe of Entirri Building: FLOOD USE /Occ Type SQ.FT. Oa- LOAD, USE /Occ Type SQ.FT. OCC LOAD USE /Occ Tvuq SQ.FT. OCC roan TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING DEPT.- DATE IN DATE OUT- COMMENTS , ) BLDG .7715_o� g49 -'F Approved for Issuance Type of Const. To Mahan: Date Approved 9 -x•-62 j FIRE Approved (Initials) Per letter dated Fire Protection: ■ Sprinklers ❑Detectors ✓PLNG (�F.�� /21260 Approved (Initials) v,--- • BAR ❑LAND USE /SEPA CONDITIONS Zoning P -Q Setbacks: N �-•- S — E -- W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: 12-cQucr.T 'DATA ON Alt 7(2 • eCC¢ivG'D P,4,4 oN 8 /26 /88 ot- pWD Approved (Initials) Per letter /plans dated