Loading...
HomeMy WebLinkAboutPermit 5391 - Southcentert Mall - Klopfensteins - Satellite AntennaCITY OF TUKWILA (: Building Division 6200 Southcenter Boulevard PERMIT # Tukwila, Washington 98188 (206) 433 - /84-q BUILDING PERMIT Control # 88 -204 Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. (SATELLITE ANTENNEA) 307 SOIITHCFNTFR MAII Suite # Tenant KIOPFFNSTFTNS /HARTMARX RETATI Assessors Account # 26Z104-9O21 SOIITHCFNTFR ,1OTNT VFNTIIRF Phone # Zip ! 1 :III • ., FOR BUILDING PERMIT ONLY Approved for Issuance B : S q • Warehouse e Retail Other Occ. Load 1st Fl. 2nd FT. 3rd F1. k 41/4 Total Fire Protection: [] Sprinklers [] Detectors Zoning C <p Type of Construction Special Conditions !►1 1. Phone Fees Zip 44145 ( 206)581 -7ggq 98499 Date: 7 ,77 --�1� sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fi. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 1,200.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # c 9Q $ Receipt # $ 19.00 Receipt # $ Receipt # $ 3.50 Receipt # $ Receipt # $ 29.00 $ 51.50 FOR SIGN PERMIT ONLY mmomammommom ❑ Permanent [] Temporary ❑ Single Face Building face ❑ Double Face ❑ Wall Mounted Setbacks: Front 0 Free Standing ❑ Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions 1HIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFT _ WORK 1S COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND GOVERNING THl VIOLATE Signed N • OF WO: BE ''"/,� I hereby affirm that 1 am Contractor (signature) ( ) 1, as owner offered for ( ) 1, as owner Owner (signature) APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO OTHER STATE OR LOCAL LAM REGULATING CO TRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date �5'cf� RACTORS DECLARATION ess and Professions Code, and mylicense is ull force and effect. Date �- b7% OWNER - BUILDER DECLARATION of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or sale. of the property, am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-10151 I849 BUILDING PERMIT PERMIT # Control # s- c ) 88 -204 Work to be done T.I. (SATELLITE ANTENNEA) Site Address 307 SOIITH(.FNTFR MAII Suite # Tenant KIOPFFNSTFTNS /HARTMARX Building Use RFTATI Assessors Account # 2623n4 -gn23 Property Owner s t • t Phone # Address Contractor Address 2542c C:FNTFR RLOIF _2QAll STARTRON SATFIITTF SERVTCFS FOR BUILDING PERMIT ONLY Cl FVFI AND, nil Zip 4STAR . Sl33RP Phone # 1 Z11P Approved for Issuance By: f 44145 (206)581 -7ggq 9.8499 Date: S Ft. Sq. • Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. .11/4 Total Fire Protection: [] Sprinklers [] Detectors Zoning (2 4) Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ 1,200.00 Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #c-f9. $ Receipt # $ 19 00 Receipt # $ Receipt # $ 3.50 Receipt # $ Receipt # $ 29.00 $ 51 50 FUR SIGN PERMIT ONLY ❑ 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 I5 SUSPENOED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFT WORK IS COMMENCED. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO OTHER STATE OR LOCAL LAW REGULATING Co TRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date ZS •0► RACTORS DECLARATION I hereby affirm that i� - ' o 171. ass and Professions Code, and m icense is i nfull force and effect. Contractor (signature) � L . DateZ.d I HEREBY CERTIFY THAT I HAVE GOVERNING THI OF WO VIOLATE Signed Signed READ AND OWNER- BUILDER DECLARATION ( ) 1. as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. Owner (signature) Date i5 not intended or C ;TY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 .�.— .,.,..r•... w. w. n..... r... we.-rr.....w.nrv.�rnn. +n>ssNec. ...�..�r•ux�, *.r.t, . INSPECTION RECORD PERMIT # �3 Date f/h�� R7 Type of Inspection (-.4f"7/10/42-71 Date Wanted a.m. p.m. Site Address :07 zi//c, yi,942_ Project / {lo,,Arr /S41/n/..S Requestor Phone # Special Instructions Inspection Results /Comments: (vg 7a ,s "vI.� Inspector_..- -E'- n.e-e%vx. • Date r/A/ /Ff Mahan & DeSalvo CONSULTING ENGINEERS S S` Aft. 1-e /414'r' NNr9 r6H� DATE 11 - 1 O " JOe NO. Js S. e` ! SHEET NO. SCRUGT.0 iRA!- CALCLI!- ATIoNs Pad STA fTICoNi So 4 TH A tJT5N NA •1 • •o F GoN-t" . N-r6 • � x l rp• - i 1•16 sT u c'r L F V,er4- ic.A L DADS LATERALr LoAD5 ANT5NNA WIND LoADs. TRI FoD BAST; BoL-T LOAD ,6HT.I-5 6 -7 APPENDIX A FCRING CO w ( Jul 7 lydd on of 1UKWILA APPROVED JUL 22 1988 Mahan & DeSalvo """`'�� `�" '� � '�'��^' 4N7- J J4 CONSULTING ENGINEERS N _ f t 77-01 n i p r YAK /vtvr►rS�T' erg N DATE ,/ ��o - F I JOB NO. SHEET NO. or - i'f?e,.,)twK' f} fW2 /¢U. 130`""A (rortL s7'I -f pt-112r- "v RTwRrrr,36 Men+,rNTS pre,f-o= NE)•4Lfhol/< ,r, . EA, orHE K6 r '1V.6 -: /4pP�y L D i Cass - Qe E-r' "'t � WINK / morn+ — 7 047 --� Ps 'rct4, .rterwiV lit-ric st∎ ri —r2o1 f:Es,S75>a �� 3- 4' eefa. { u R6 _ WI s'►++ENT. 3574, .,R$If.r*F-J- i31 ,?- t' cola: .y/ .120,404-r- T , r c C- REA"T,i/G SFIE/t ON -mk-- 4: -/ ft 1-7-7oN . `r -7FfE .SNE -R r- Ke.yr% .. Pt ItVoni XE'd t c -"1"i•l AI L1 . 604 d X etk Fy C Aga - rifer E 8t1 tOFR) ide161-1 -r /co -ENN 4- mourJ -r- �DO 3a 7s/ ,o/• 67�s 4t" Ne 977 ' 41), Igo 72-47 1*- Aithrr 6It{t t/ rl) CF6 1.0I0.1,944. e..iittimi6 p' c 11 ; mewroN7- $...417 0Kr ' e '.. pp )GAY_,.. j . htg h e p- r t tri- L'' CMG ± ,/‘.47.1." 0114X - - -Dcw Lori 1tL3; - r\rL' XVIIL Air LEG + 720 X4) = 4, erommE r °N'" Let6S AG77146 AS (i) 4/4X_ o f LuilICI:+ `ice'! :., G• P te - } = - - / ' L=-e ro y Q e _ t ; �F 2 = 3 SO .s14c A -k E cr , ; ,t t: a C1•!c -c'r LITHE+2, oR r%ow N a./� bf7" , �n 61 TS N r L: 4 12 on) 16'r- 51,0, /y e' '�-- - trkn; G//. 5�t 4-RE' _ (Z491-...= sW SF Mahan & DeSalvo A "nEa'rCc . ' 71r "' �,17E"/ CONSULTING ENGINEERS BY �✓ DATE if - /o - 8 7 Joe No. SHEET NO. 2- elia K 'ox' - -7"J . vrs.su�rkK ..L J___.I..!_ ..! ' -1._ i i i4 c J' —.I , H5 e'tor -- 16. E. 4 y.ia .... r K s / 1...?~ sT? , /¢■C , CE' . re p i• 1 l�r-io�..)...�b • DtdL or. 3. rya F �-- 'It - (11;:),20 -2G8s.c . 1y i - R 44,1 _4 t ... / IG 1 zi ON aoc y idlC+t ooRt 4 Mahan & DeSalvo CONSULTING ENGINEERS BY DATE JOB N0. SHEET N0. GK lr l(vfl5' _ aiG rT 6- 1-17' (Arr. + ;57/ 1'ooi N G 3 1 4/ 2 . Rev' D j i 4 77cN ... l V T . " TT -• por bE - z Mahan & DeSalvo CONSULTING ENGINEERS BY 6,1.14.... DATE r - I O t27 JOS NO. SHEET N0. G46.:G ;0rI4-r:14 * eaE4111s ... _j__...� I ND -;moo rrlorl 11;1 41-p4c-i�tt .. c I -rolvtuy - 1_ .-on) ._mfp .�ioE_ e} ...Lr�, .. ,1;E4 j/• tor n �.. 372.5 . 9.1Z ;w /4-' e4tI 1il clat EA . �Oblre�wgG -s/ Per .at ar- rfrt =s > 4 ; Gemp,ter" �e-ana� rgk Sv b O. a4 ...- 240 /i of.'3'!0 sorr rmw 54 O Nk 11,5 ►(oU1=t6 ell'eary 3 I 1 ,5''%') 4-7" b)/000 I27C18 01-C I .' oN 204* x �-4' e"oce, Feb CP6 4 15 eN (i) eE OF $01. ON[y� 4': .e.¢1 Mahan & De Salvo 74 "r"e CONSULTING ENGINEERS BY 62 DATE J00 NO. SHEET PAD. r:Vtfoi,' e- /6, cei-Arr' -n1 5-6.z 6 :6vrrogrge. /413,3 1/vi. 771 684"t( • 1.4-z i ; , 114;1 • -; , 4. 68 ;11 : . . „ . • . -' • Ilit"9 34 '` f 1 , / t,771. erRe - ft‘tn frt.). .. 1 , 4' rf . ' • 7'9 I I > : 'MP 4364/7svviik- eelf..1G173/ • ) 5G. 311 ( 17, Z lEgo filpri,F4 H.4-. K 4,06 I w ere 7 5 fkvirlioN -77741- 1.71 tut -72) goy b. Lc3 AS 0,17 /N CAA/7: /3)r) • bssratect-TZt. dv.e-R 24'0 PM>, 0 /Pi r' /f' Le:: I '4 n 4;e17 P6 r if P.cf c-c'r" 4115cM. 11/.4"7- ; ipi (6.f.$F- » 2aoa 467 f,?2. ,,r Flo --3p.171 Loei-rz, cMEfZ Ai 6 , 40 0cr = 6 to it3L t.ark LC? lid Vt.' ,,,e)ti LocA EFFeerr EFFEaT ON gEtir4--> arir/ b 4 k. 4m-T-7=-"w441-' /An/Y*7" f Mahan & DeSalvo Smcti7- #(c$n1 iE -`774 g•-f"R " "1"qr NNE CONSULTING ENGINEERS BY y DATE /� r o roe Ho. 4- o,4iDg of -I 130L7.- s 7* of evr4- .. mar`_ g � w BIND: , .. yam- ,d.A� 8 y, . 7-mK� (s)Z o41 i .. ...-p *Fe. ,q.pp.,,,.1-)rx A / p& . 71. 1. $ me-lei- th i- '7 SHEET NO. to RE ,4pp., 13; ratiRE zo- I• fix 125 P "WAND Isi a de/4x - KC G A'1 . 4.4 soC. -r LG.t7ropas roc W LI SPeEb (s MPH 12.8 "'Mr 12o0 aa. -�-. 17o0 130 . -... . UP "fliRsE 80nrw CVO RTi a4LLS IA) No/GL. pt.-40E I MOS ; A.PEt,DEb. 'rn. 38l 6upreter pr eaEf ..Tv 00e ..birrestwar' ri nofr�ErsiEnri- Y. %C4 -1*.reT jL. . f 14 @r9f( ON c1 7 r j. .. 2 Vii.. ..)274--(06) 852/. 381 -- 1-r--5 /N %Pf• nsEaT Foy; By . OfFA- /t RE Ft R. " 47 Bo °rR.l ! 4 " e t ` r R U - -Soc, r (p- •L7-) w/ 3. l / w+r3EbrNEnrr/6 scot AID �Q 'Yi, . 1 M S F7. .101E f 0E14' Hr c ) G) prg ,c15° Kr-f).4 2.511 i ,ic.Go,,, -r = f.3'3 15 *J 1.1 = 3aao rsi- `r4ost.c 'A V ` 270 Rea` src6. -1J n v . 'e i=ive Di s - = 5.'V K Uovv 64') ' -rgveour0 (By R4►*+s -T • e grog "for' aefse We osrewr - (t.t 5 44 MN. E»12 ., Mahan & DeSalvo 45NTER' 5 79R'Tit 'N r¢NTENnI # CONSULTING ENGINEERS BY it DATE - S7 Joe No. SHEET NO. 7 r t T�esl6rJ..e�.._.. _�wy; • -ti_ic ._.Cz�_- F,eo�.r_ Gas . ! t ( 1 Y f,i2llti4�? JG - l L� i�'Ro ^%r LEbb ! 1 --- I I I I I I .1 I ' . kg 'Ir St(T 6 . , ... . . LCF-___La -- �t.4,I1____• -“ - - - I 1 1 -t-. -+ .}- j41tn+ ] , ; _s fE'GK� $rn1D /4.e-- 4v.v_ - -6Htt 4410 -1 ` u:rcEi .sAcsE_ j 1 I I 1— t- - - - -r- - wEt.bnTEni'r Z I y I t392 C1 "� j --I --- 1____ iCR"J: fir' 1 uk M,3 I ..1_.1_ i 1 IT - __ �- - _ ;5 OJ?81 r III 1 i Y 14.1 «K� '- Kt� ` r 1 1 ice` .7P.. — ._.'18•.1. < F6 = 40 .0 (b.7s ) 34. #(41• V k 1 G8x_1(_•t pie I j - - 1 70 i . 4 1• I l` _..,...G ".8 st /�....�._x . �: _S.K..cv�,4.' 5/.''.�.. �k.IZP4T5 -.... / H f 2.2 SURVIVAL DESIGN WINO LOADS i 1 P N X A P D� A 1'6. A 1 Maximum absolute survival design wind loads are provided for 70,.95, 100, and 125 MPH in Tables 2.2-1 for the 1.2, 1.8, and 2.44 meter Personal Earth StationTM antenna systems. As with the operation design wrtioi tet the antenna ind end loads conside the interfaere n must support be go ysteven rot to he ensure orientation that maxibum ween m stresses are found. Engineering judgement must be used to select cases which produce maximum stresses. It should be noted that wind.loods and moments can be adjusted to any. new-velocity 'V' by using a multiplication factor. of (V2/ 1252) times the values in Table 2.2 -4 while wind velocity is in MPH. • TABLE 2.2 -1 PES Maximum Survival Design Wind Loading Data at Elevation Axis ANTENNA SYSTEM SIZE 1.2M'. WIND VELOCITY MPH 70 85 '.. 100 125 FORCES (lbs . ) Fx AXIAL Fy LATERAL Fz LIFT MOMENTS (ft —lbs) Mz YAW Mx ROLL My PITCH 248 .367 508•: • 793 33 9 68 107 223 329 455 711' 100 149 .184 322' 115 170 236 368.. 115 170 235 369. 70 Re•Mrk 85 100, 125 575 751 848, 1.173 v 1834 77 (01 114 • 158 • 247 • • 515 67, 760 1052 1644 304 3417 44e 701 .. 1096 551 m7 o 812 1124 1757 371. 455 547 758 1184. 70 • 85 2.44M 995 1468 2032 3175 134- 197 273 428 892 1316 1822 2847 765 1128 1562 24.41 1341 1978 2738 4280 836 1232 170E 2668 . IS FORCES ANO MOMENTS ACTING THROUGH ELEVATICN AXIS LIFT FORCE - Fz LIFT FORCE Fz ANGLE • • AXIAL F4 ELEVATION • FORCE • �'. .. FRONT ELEVATION AXIAL FORCE . Fxi PITCH .MOMENT SIOE ELEVATION AZIMUTH ANGLE • FIGURE 2.0 -3 POSITIVE SIGN. CONVENTIONS for WINO LOAD DATA senwomenT r BAMMEMMEML- MEMOMML C `` APPENDIX B PRODELIN C O R P O R A T I O N NO. TD073 REV. B pg►. 31 of 1 DATE 11/19/87 APPROVED / G", Z J vt1ite4 - 1.2M & 1.8M UNIVERSAL TRIPOD MOUNT HORIZONTAL MOUNTING INTERFACE AND LOADS 182 2.47 18.40 18.40 � 9.50 4.68 20.28 L2.47 2.47 MAXIMUM FORCES IN LBS AT BOLT LOCATIONS FOR i25 Mi /H WIND 1.2M ANTENNA 1.8M ANTENNA Fx Fy Fz A1,A3 330 160 315 A2,A4 330 460 315 %,B2 375 370 590 C1,C2 375 370 590 1.8M ANTENNA NOTES: J. ALL FORCES MAY BE POSITIVE OR NEGATIVE IN DIRECTION. 2. MOUNTING HOLES SIZED FOR 5/8 DIA ANCHOR BOLTS. FIGURE 2.0 -1 Fx Fy Fz A1,A3 1200 600 930 A2,A4 1200 1700 930 B1.B2 1080 1060 1700 Ci,C2 1080 1060 1700 NOTES: J. ALL FORCES MAY BE POSITIVE OR NEGATIVE IN DIRECTION. 2. MOUNTING HOLES SIZED FOR 5/8 DIA ANCHOR BOLTS. FIGURE 2.0 -1 CITY OF TUKWILA Bali dSima BLI'' .DING PERMIT AP.' ' " - 0 b., o" Tukwila, Washington 9f188 (206) -133 -1849 fi Site Address 307 Southcenter Mall Suite# Floor# Project Name /Tenant Klopfenstein's /Hartmarx Valuation of Construction $1,200.00 Assessors Account# 262304 -9023 Property Owner Southcenter Joint Venture Phone Address 25425 Center Ridge Road, Cleveland, OH Zip 44145 Applicant Satellease Phone (312) 649 -9339 Address 223 W. Erie Street, Chicago, IL Zip 60610 Architect /Engineer Mahan & DeSalvo Phone (206) 624 -8150 Address 1411 Fourth Avenue Bldg., Seattle, WA Zip 98101 Contractor StarTron Satellite Services License# STARTSS133RP Phone (206) 581 -7999 Address 12729 Pacific Highway SW, Tacoma, WA Zip 98499' Class of Work: 0 New Ej Addition C1 Tenant Improvement El Remodel (residential) [] Reroof D Demolition D Interior Demolition © Other Describe work to be done Install Satellite Antenna and electronics Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space Building Use Retail Will there be a change of use? 0 Yes ® 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 Q No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) (print name) R. Kelly Jeffers Contact Person (please print) R. Kelly Jeffers Date 6 -30 -88 Phone (206) 581 -7999 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ Q2q,A 9 Receipt# efc9V Date Paid ,- s w Plan Check Fee (000/345.830) / q,j) p Receipt# Date Paid 7;) �1 414 7C,Ode Sul^ Charge (000/386.904) 3.50 Receipt# Date Paid I1< <, En'er''�. I, ;,_ gy $ur Charge* (000/386.907 ) Receipt# Date Paid . ' Other ( ) Receipt# �� Date Paid (- � *114U- corist� ailon o{ ly TOTAL (OWES: $ ,�" /, e) �'- ) I 1' �' /moo ,, Sai iE'- 06TAG lik4 1DIG USE INFORMATION Square Footage of Entirq Building: FLOOR USE /Occ Type SQ.FT. MC LOAD - USE /Occ Type SQ.FT. OCC LOAD. USE /Occ Inc SOFT. OCC iu n TOTAL SQ.FT. TOTAL OCC. , TOTAL TRACKING DEPT." DATE IN DATE OUT- COMMENTS/ BLDG �J y, j,-g5 U - 1.�.g6 Approved for Issuance Type of Const. J 4. To Mahan: Date Approved: 7-2 Approved (Initials) Per letter dated FIRE ' Fire Protection: p Sprinklers ❑ Detectors PLNGI,/ i-2.13-,. QJ 'i \.)'") Approved (Initials) live • BAR OLAND USE /SEPA CONDITIONS Zoning C..„4 Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated tJOTE T. i:X! =Iri ()lit ::> -.161.-e ; '711-4 ;: v ye,' FLLA,1 trier .cam' f. 14,"x !4''x I '' S i Pii Ft,. I%iE;F rot it + s r- 1114 -- X (1` r, 21.,®x.) - !o'I L..161H1 WEICad- ' Co.IG. ..per W #4• W -11/711 ll∎IGUI...Aj'(c%'I,i — ._.-- - - - - -- I& H' -101451- tiptANnStri- ei.,ve. f. '\1 'g`RI7 ��U .E1► iCYJCJIK Unless noted otherwise on drawings. Seattle Building Code (:ABC), and the 1985 Edition of the Uniform Building Cana (UBC) . Standard specifications and standards to be latest edition. LOADS Live toads: Roof (Snow) Wind Speed Exposure Seismic Zone BUILDING Existing framing shown is based on original contract documents and the best information available during preparation of the drawings. If framing is found to be other than shown on the drawings, notify the engineer prior to installation for possible redesign. OIL Contractor shall verity all dimensions and conditions before proceeding. Any variation from the drawings shall be brought to the attention of the engineer. Any proposed field changes must have prior written approval from the engineer. 25 psf. 8o mph B 3 i` c E ANCHORS Concrete anchors shall be 5/8" diameter "TRUBOLTS" by RAMSET. No substitutions allowed. Embed anchor bolts a minimum of 4 -i/2" into the concrete. Install according to Manufacturer's recommendations. ANTENNA Antenna is to be a "MACOM /HUGHES NETWORK SYSTEMS" Personal Earth Station 1.8m Antenna. Antenna loads are as given by Manufacturer per Report No. 71217 entitled "PERSONAL EARTH STATION SITE SPECIFICATIONS". cy-Hc-A CITY OF IRIMIA APPROVED U♦ 1 " U �S _. J SR 810 �M..7.M ;..- �.:4'.•,�.a�+YN , rVr, ;.t .'s II.r 4..!!'ihYw r �:i /, s, `IV!-2' 1ry,rt:'l. r. =. 3. • • 2 ... .1 � /F pr, e 31' fir; Le 9,e, sz 14111 11111! IIIIIIII! III11 I11f11111I11dillil111'I1111 ",FFY... .`''a (n,t �,.' y �. {. +f t .. .Yn r N .��y , 4.-- rr • l ..?.r.. ■ .��.?�0'1'..'rc, '4 r �r r .Yn Iljli llljljilljllljllijllllilljllljll�IjiI��IIIjIlljlli�lil�Ill�lll( IIlIllljllljllllillllhl�jIIIII�II�III�IIIIIlII�IIIIlIIIIII�lIIjlIIjllfllillllf{ I�Ijlll�liljflljl, ljllij !IIjIIIjIIIIIIljiIljlll�ll ..5 6 7 8 9 10 TOTE; ` If the microfilmed document is less clear than this c�tbSte, it is due to the quality of the original document. t, ez w ,., ttCZ. y .6t ._. `;., '+/C. `, z� '` --di, 6 A L 9 5 a ti; z L I •AW U j ff ! I ., 11111111! 111II1111I11!II'lH 111111I HIMIIIIIIIIIIIIM11111111111111111I111 1111111!111 1111 11 11 111IIIIII IIIn!{ IlI 1111111 !Ii11111f1!n1111;1IIIII1I1IIIII Iill1li!'i h111h111111IIL111111iilll��lllluIiillllIIIInii I111il 1111,111!1 11 ua0E Ul GFEMnrrr 12 r � .1•'?.. !';31Y:di.4`FiA(i'.JG$i�`i'i�"r J l s Mahan &De Salvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 REVISION