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4485 Wadsworth Boulevard
221 caner• Danthem Boulder, Colorado 8033° structural engineers 303 848 rear 9 neem V�o�ralus, malioa�mem:aono,alrom Structural Calculations 4485 Wadsworth Rooftop (DN02417A) 4485 Wadsworth Wheat Ridge, CO 80033 October l st, 2021 Anthem Job# 20-064 Digitally Bill by Ryan C. Spalding DIN C=US, Ryan C. Spaldingo�A°thalm �uctua E�airl . GN -Ryan C. Spalding whoa, o� R Date: 2021.10.0116: ate 55-066 .''- U m 6oultlecOTiae 3313 Central Acre l Ooulaeq CO 803011303,848 U97 abanrbml ft" Wide 2155 soul price I Unit 3051 Stearn at Springs, CO 8048719703033338 anNemstrucmralccm l madidontrerrstrumural com B 00 G%D9 pMS �rry City of (;OMMDNITI Dge QUICK CODES The Building Division Is currently operating under the following codes: 2018 International Building Code 2018 International Property Maintenance Code 2018 International Residential Code 2018 International Energy Conservation Code 2018 International Mechanical Code 2018 International Fire Code 2018 International Plumbing Code won CO State Amendment 2018 International Existing Bulldog Code 2018 International Fuel Gas Code with CG State Amendments 2018 International Swimming Pad and Spa Code 2020 National Ele st ical Code NFPA 99 Standards for Health Care Facilities, 2015 Enron Uniform Code for the Abatement of Dangerous Buildings,1997 Edition ICC At 17.1-2009 Accessible and Usable Buildings and Facilities Attic Access: 22"X 30 Crawl Space Access: 18"X24' Drywall: Screws:12"on ceilings Nails: 7"onceilings 16" on walls framed 16" on center W on walls 12" on walls framed 24" on center Snow Load: 30 Lbs. Sq. Ft., 30 Lbs. Drift Wlnd Load: Vuh =135 mph Vasd = 105 mph, 3 sec gust R-49ceilinga Insulation: R-20 or 13+5 walls SEE EXPOSURE B R-15119crewlspaces JUSTIFICATION ON NEXT PAGE Replacements: Gas Furnaces 80% AFUE (sized Manual S) Gas Bollers 80% AFUE New Construction: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE Ducts: Adics R-8 for ducts 3 inches and larger, Rd, for ducts smaller than 3 inches Water Heaters: High & Low combustion air horizontal ducting is required at a rate of 1 sq. in. per 2000 BTUs Arc Fault: ARC Fault required on all outlets per 2020 NEC AttIGCrawl Space Venting: f Sq. Ft of vent per 150 Sq. Ft of space vented Vapor Barrier. Required under all slabs under habitable space Roofing: Ice and Water shield two (2) fast in from exterior wall (eaves); 6 nails per shingle required; 2layers allowed, must tear oft all layers if doing any far-off. See Policy BD -00-002 for additional requirement. Flat Wodr: Minimum4" Foundation Standards: Engineered design and inspection required by engineer of record and city building inspector. Windows: All new windows shall meet egress except windows in existing basement bedrooms. (5.7 Sq. Ft of operable space). Window height from floor to operable area on window max height is 44". All existing windows shall complywim Policy BD -104b3. Rev. 0612020 ° on (i m c D0 o�n9 MS eanthem structural engineers BOULDER I STEAMBOAT SPRINGS May 18, 2020 Michael Lasiter WYCO 5590 Havana Street Denver, CO 80239 Reference: 4485 Wadsworth Rooftop—SA Rerun 4485 Wadsworth Blvd. Wheat Ridge, CO 80033 Anthem Job No. 20-064 Dear Nancy Chung, At your request, Anthem Structural Engineers (Anthem) has conducted a structural assessment of the site exposure category for the above referenced property. This report was completed to specifically evaluate the structural exposure category based on the surface roughness and existing site conditions per sections 26.7 and C26.7 of ASCE 7-16. Based on figure 1 located at the end of this document the referenced property does not demonstrate a ground surface roughness C within a 450 sector of the surrounding property per 26.7.1, and fails to meet the open patch area requirements to classify as exposure C per section C26.7. Therefore, it is Anthem's interpretation of the code that the property is classified under exposure category B. Sincerely, ANTHEMCCSTRUCTURAL Ryan C. C. Spald Senior Project Manager .�° `NhearR a i BoulderMoe 3313 Central Ave l Boulder, C0803011303.848.8W9I (j BreemboY Geminate Mee 2155 Resort Orrte I WX 245 15hamba31springs, CC 801871970.3W.33M -ry anlrxmmuenral.mrn l niailgantnemstru ral.corn / a, O L�n9 pMS tai u.o, •3 _ � x.10 t81N-Gr-- I 7w I 1 4v-valllI.l , 6Fh.Pl r.J51RAve j - - J61h.! i` ol �� 1� I - I - -Ott eL aD L'k 4485 Wadsworth Blvd S - err I I� •,� I I \ e �- r: • i� ' , , ,' it �3-A_�e Ln i •• Google E I I. .. I -q-.pare 9-zI1 1 E 0 JOB E 4485 WADSWORTH ROOFTOP anthem JOB N0. 20-W4 SHEET NO.1 structural engineers LALLUWTED BY DATE 303.848.8497 anthemstmcturaLcom CHECKED BY DATE C132018 VV 2018.09.17 w .str are STRUCTURAL CALCULATIONS FOR 4485 WADSWORTH ROOFTOP Anthem Structural Engineers 5171 Eldorado Springs Or, Ste M Boulder, CO 30303 303-343-3497 Code Search Code: Intemmond Building code 2018 Occupancy: Oaupancy Group= B Business Risk Category & Importance Factors: Risk Category= II Wind factor= 1.00 Snow factor= 1.00 Segruc factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Flcor= 0.0 hr Building Geometry: Roof angle (3) O.00I 12 0.0 deg Building lento(L) 128.0 ft Least wdffi (B) 35.0 ft Mean Roof Ht (h) 30.0 ft Parapet ht above got 30.0 ft Minimum parapet M 0.5 It Live Loads: Roof 0 to 200 St. 20 pat use 30.0 pat 200 to 300 sf: 30 psf over 300 sf. 30 psf Floor: Typical Fear Panilions WA JOB TITLE JOB N0. 20-0114 SHEET NO. CALCULATED BY DATE CHECKED BY BATE Anthem Structural Engineers 5171 Euomdo Springs Dr, She M Boulder, CG 80303 303-848-8497 JOB nTSE 4485 WADSWORTH RGGFTDP JOB No. 20-084 min No. CALCULATED By DATE CHECKED BY DATE Wind Loads: ASCE 7- 16 Umnate Wind Speed 135 mph Nominal Wind Speed 194E mph Risk Category II Exposure Category B Enclosure Closed. Enclosed Buidinx Interrelpressure H-0.18 DireGioraty (Kd) 0.85 Kh meat 0701 KIN Owns 0.701 Type of roof Manoslope v)�) vi) T000greonE Factor I" Z Topography Flat SpeadrP Hill Height )H) H<80ft;evB v ) Half He Length (LID :. "=1.0 d�MID Actual HILn - 0.00 Use R2h = 000 H2 TH Modified Ln = 0.0 ft From top of crest: x= for Bag up/dgwa wnd? ESCARPMENT H/Lh=0.00 K,=0000 WLh=0.00 K5=0000 VIZ) v/Lh=0.00 K3=1000 Speedup At Mean Roof H[: V(Z) xNN�nd) xfdw.rmind) Krt=(1tK,Kzl()^2= 1 00 W2 H Ln w2 2D RIDOE or BDA%IBYMMETRICAL HILL Gust Effect Factor Reeae:wnwre ifnawralfre4aency<1 H:(T>lsecond). h= 3—Oft If building NBM then may be flexible Bud should be imostrated. B= 35.0 ft WB=0.86 Rigid structure (low rise bMg) /Z SAA 30.0% G= 0.85 using rigid structure default Rapid structure Flexible or DvnamicalM sensitive Structure e= 0.33 34xy DO= t = 320 ft Damping radio (0)= 4e= SOO Ib= 0.45 - 0.30 /g= 025 go, g.= 3A Vz= 87.0 Li= 310.0ft N,= 000 D= 0.90 R^= 0,000 Ix= 0.30 Rh= 28282 N= 0.000 h= 30.Oft G= 0.87 use G=0.85 Re= 28,282 N= 0.000 RL= 28.282 n= of as = 0.000 R = 0 000 Gf= 0,000 `Nheat R,a .o U m Enclosure GlassihCation Test for Enclosed Building: Po< 0.01Ag or 49,, vfibhever B smaller A dC Anthem Structural Engineers JOB TITLE 4495 wADMORTN ROOFTOP 5171 Eldoredo Springs Dr, Sm M BmIdeq CO 80303 JOB No. 20-064 me NO. 303-848-8497 CALCULATED BY DATE CHECKED BY WTE Test for Open Building: At ends are at least W% Open Me OdAg Test for Partials Enclosed Buildher Piedominetely Open on one side only In of Test M of M t 1.f AOl Ag sf Md IAgi 0.a01Ag Ag sf AOIIAgI5020 NO Building is NOT Agi at Partially Enclosed ust enter value in all cells CoMllionsto quality as Penally Enclosed Building. Must satisfy all of the following'. AO t 1.1mi Aon smaller of 4' Or 0.01 AS Aoil Agis 0.20 where: AD = Me mal area of openings In a wall that revives posimm external pressure. AS = Me gross area of that and in which M is itlenl Mi = Ore sum of the areas of openings in the holding envelope (walls ami mol not including M. Agi = the sum of the gross surface areas of the building envelope (walls and mop not Including Ag. Test for Partially Open Building. A bulldog flet does net qualify as open, enclosed or patlallyembsed. (This type bull will have same and pressures as an muldsed building. Reauctlan vector for larae volume Carl enclosed thugamab IRI If the partially enclosed building contains a single room that is impassioned , Me internal pleasure ooeRcenl may be mumled by t e reduction factor RI. Tool area Of all wal 9 roof mature I"): Unparttlioned internal volume (vin: Ri= 1.00 Ground Elevation Factor We) GM ave above sea level= 5280.0 It He 0.8260 Command = 0.00256 Mj Cares= 0.00211 NntMm Structural Engineers JOB ME MBn W ADSNCSI III 5[]1 Epmelle Spnps lh, Ste M 30oft o2h=Son Real CO 80ID3 JOB xu 111081 ZW8b809] 18.1)a rantmun pa2pl m= 0.5n Wind Loads - Comoonents 8 Claddina : h 5 60' "(was l)= a 70 h - 30oft o2h=Son Bare p.smas(gn) - 129 Pel (Sh- 18.1)a rantmun pa2pl m= 0.5n GCpl= .lane nommpe(0)= oomg ql=qn= RR.9 psl Tm olaool-Mona Pe ASE B Interior zona -43.41 ROM Nee NeadveZare' NegI zone 1 Negative Zeno Negative Zone Pcelllve Nl Zenet Overhang zone lal ooe4ama Zone: ooe4ama Zone: Paraoct W. 229W (Janial pessuresIn no Oble ateove enslave an Intense p sure me111cpn1(4Cp) or U OveTnlgsolM postal equals so wall pressure axTM annual Internal Sol 04.1 pato 1109 100 20 9 50 9 100 of 200 of 350 of 500 of 10000 -24.8 8 a I� M546 6 ASE B Interior zona -43.41 11 jo.j 'S 17 3 1 16 7248- 16 160 160 160 160 415 So 6 317 27 8 25 2 252 536 451 So 5 29 6 25 2 252 (Janial pessuresIn no Oble ateove enslave an Intense p sure me111cpn1(4Cp) or U OveTnlgsolM postal equals so wall pressure axTM annual Internal Sol 04.1 pato Nam Anas Neonve Zeno0 NepnWeStan 5 Posltles Zone l 65 Note: GCp reauxE by IM mum, to mo a9. use 1109 -dobj3e.5 29.5 2a.a 2R.] .589 as TF 6 60 116 Zen; So In a JtZ I� M546 6 ASE B Interior zona -43.41 11 jo.j 'S Nam Anas Neonve Zeno0 NepnWeStan 5 Posltles Zone l 65 Note: GCp reauxE by IM mum, to mo a9. use 1109 -dobj3e.5 29.5 2a.a 2R.] .589 as TF 6 60 116 So In a JtZ 734 .o `Nheat R,a U m 4�. `0C INDM -dobj3e.5 29.5 2a.a 2R.] .o `Nheat R,a U m 4�. `0C INDM Anthem S1rucWral Engineers JOB MILE MSS WPDSAN(l RW17O 5[]1 Ekloreeo SgnpS l)r, Ste M El CO 80ID3 JOB no, 20C 3038,5809] �CUILATEDSY DATE a Location of C&C Wind Pressure Zones -ASCE 7-10 & ether 2a a Y I j I I P I I —i IA R.mewr 0s1W walsnsBP Gaol.. Saw hand and at wale dell design M1tl0' Muaepan Gatle A S] degren a Mamall mMs M1> W' Mamskge 53 deal 3'15510° a s BP& ad design MAP a s BPB ad design h190' d d d ©I `OIL _J I� I Oi IZ I OI O tOl _l \�' 3I ✓' I' IOIL I lOI ry� 4-- I I 3 ( MonoalWe auh Mullispan Gable& Hpi <S sn. I 1A°I(l Gail 7'1A505° 1 d s WS attdeLgn hNP I J I 2 SSMcath 10°18 5 45° h s BP& ah design head' sappm dee3 n 9 6 a an design n1M' AntMm Structural Enginean .los mie MSS WPDMW H RI 5[]1 Eporado Sgirp50r, Ste M B:Ahar, CO 81ID3 JOB Na 10081 3038b8097 CVA.CWLAPEDSY DATE CHEI DATE Location of CSC Wind Pressure Zones -ASCE 7-16 0 SaMmlb 10.10 5 45- b 56P&aft design 6190' Shpradrrth OSW M1 560'8an deslpr M1eW' >�j Nheat R,a U m I 4�. `0C IN DW` o. 2a e--1 "h r1a, Q< "� — I O 1 3O ry > 1a I 4 W O O Q a 1 1 wA L Oi O Pools w/0510' Wells a 5W Sable, SewWotb aid aM all wale dell design M1tl0' KIWI Piano a S] degrees B Memanpe make M1>W' Mones4o<3 degrees 3°ees 10° M1 560' 6 On design Feld INS aP a a design MM' 2a aa a a s a A B C D r 331 a 1 1 1 1 1 I l QI I p jOI l01 3 __0 ___'� JIi1 iOi 'OI .1 ti 1 f-- - - - 1 1 1 Mamenipe rah MUMspan Sable& HIP 7- 0521 j j 10'15 see Gable ]°e as 45° 3 ___ ___ M1 S Po'& all design bdP 2 ] SaMmlb 10.10 5 45- b 56P&aft design 6190' Shpradrrth OSW M1 560'8an deslpr M1eW' >�j Nheat R,a U m I 4�. `0C IN DW` Section Sets Columns Beams Braces FRP HSS Framing FRP Angle Framing RIGID SECTION SETS *7X B2a 6 B2Ce9 FRP H55 Framing FRP Angle Freming Rlclo Mpe M*> M M MSn ' s� s 77 Mpg 6 � 4f. M olW hea! U~ m Enrelope Onry Salutun Anthem EHmc ral Engineers 4485 Weds h ll '5 ame MEMBER LABELS Oc gt. 3021 20.064 I Antenna Frame Mand - E rAe— Y Columns Sets Bea Beams Brac FRPH FRP HSS Funning FRP Angle Flaming Ricco 4u6 s on 3 $ o d� F _nr a t � � m 9 M6 a F sg sZ olW hea! U~ m Enrelope Only Soll Anthem ShunWrel Engineers 4485 WadswmtM1 12 '5 am° MEMBERLABELS oCg1.2021 20.966 I Antenna Frame Stand - Extends— j Section Beta Columns �I/�WC�I Z x Beema Braces FRP HSS Framing FRP Fngk Framing RIGID �q 3 kal V of W hes! U~ 16m Loads: BLC t, WL Mihem Shucrral Engineers 4485 Wadsworth 5 '5 nq ame WLX WIND APPLIED LOAD oc 01, 3021 2"M Mlenno Frame Mand - E rAe— *ZX B2a 6 B2CCs FRP H66 Framing FRP Angle Freming Rlclo 3k of W hea! U~ 16m Loads: BLC 2, W LZ Anthem Mmdural Engineers 4465 Wade h 6 '5 ame WLZWINDAPPLIEDLDAD 00012021 20.664 Antenna Fra me Mand -E mle— *7X B2a 6 B2CCs 83-gs4 k FRP H88 Framing k A2k FRP Angle Freming RlclD 03 -� 2 -0 003 ksr C33 olW hea! roo (i~ m Loads: BLC 3 D Anthem EHmc ral Engineers 4485 Wade h ] '5 ame DL APPLIED LOAD oc gt, zgzi 20.084 Antenna Frame StsnL - E rAe... *7X E(75 053 0l2 y1 G CCB ppp .1� et n„lc G .o CCz X plW hes! ~ m Member Cone Snacks Oeplaycl Enrebpe Only Solullon / Anthem ShucWml Engineers 4455 Wadsworth sme ENVELOPE- UNITYCHECK Oct 01, 2021 20-064 Mlenna Frame Stand - ExtaMa... *7X Bea 6 B2Cee FRP HSS Framing FRP Angle Framing Riclo 1 1. t3 a 1 19 -1 3 -15 5 1A -12-1. -1.3 0.3 0.2 -02 -0.3 0. 4 3 02 03 02 . -02 A3 -t A2 -03 03 02 az 42 -02 d3 42 to Wheat,p6 U m Envelope Only Solum n �`R9 50 Reaction and Moment Unds are k" and kp0 (Emelopetl) Anthem Structural Engineers 66&S Wadimmith 6 6mv ENVELOPE - REACTIONS oaot,zort 20.086 Antenna Frame Stantl - Exlentlatl ... Hot Rafted steel section sec Label Shape Type Design List Material Dealer Rule Area ling Iw line Izz Ong J Ilne 1 Columns H553X3X5 Wheal o Tube AMID Gni3 RECT T M10 2.94 3.45 : Structural Engineers V " �/ m 10112021 IIIRISA Beam Tube Moo orB RECT DCompany esigner :the 1.89 2.46 246 4.03 131 Braces I 1-1553X3X3 JolaNmr 2M4Mo4el e0*1 Chastised BY: RCB Name 44856WaEsro h 514' ZAIJ Hot Rafted steel section sec Label Shape Type Design List Material Dealer Rule Area ling Iw line Izz Ong J Ilne 1 Columns H553X3X5 Column Tube AMID Gni3 RECT T ical 2.94 3.45 3.45 5.94 2 Beams HSS3XJX3 Beam Tube Moo orB RECT T kat 1.89 2.46 246 4.03 131 Braces I 1-1553X3X3 Vbracel Tube A500Gr.BRECT I t kat III1.89 2.48 ZAIJ 4.03 141 tKi'llbblFrairaIN I HS54XCAt I Beam I Tube FRP T kat 3.3] 7.8 7.8 12.8 151 FRPAn Ie Framing L3X3X8 1 Beam Singlaiknglel FRP I Typical 6 I 2.]6 2.2 2.2 0.23 Load QOrninmadons DesMp0on Solve P -Delta BLC Factor BLC Factor BLC Factor 1 Deflection 1 Yes Y DL 1 6 2 3 DL DL -1 6 2 Deflection 2 Yes Y LL 1 5 BLC 2Tmnsient Area LoedsI None 1 10 14 3 Deflection 3 Yes Y DL 1 LL t 0 1 4 IBC 16-B Yes Y DL 1 14 0.218 9 0.018 5 IBC 16-9 Yes Y DL 1 LL 1 -2.303 14 6 IBC 16-12 a s yes Y DL 1 WLX 0,13 -2.22 6 ] IBC 16-12 a D Yes Y DL 1 WLZ 0.6 7 OB42 9 IBC 16-12 a c Yes Y DL 1 WLX -O6 -1.993 15 9 IBC 16-12 e tl Yes Y DL 1 WLZ -0.6 -1.216 6 10 IBC 16-13 a a Yes Y DL 1 WLX 0.45 LL 0.75 11 IBC 16-13 a b Yes Y DL 1 WLZ 0.45 LL O.75 12 IBC 16-13 a c Yes Y DL 1 WLX -045 LL 0]5 13 IBC 16-13 e tl Yes Y DL 1 WLZ -0.45 LL 0.75 14 IBC 16-15 a Yes Y DL 0.6 WLX 0.6 -1.906 15 15 IBC 16-15 b as I 7 -0.026 IWLZI 1 0 1 l61 IBC 16-15 c Yes 1 Y 1 DL 0.6 WLX .0.6 17 IBC 16-15 tl Vea V DL 0.6 WLZ -0.6- 1181 Drift X+ V DL 1 WLX 0.42 19 Drift X- I V I DL 1 1 WLX -0.42 21 zu Urn Z+ I Y I DL 1 1 WLZ 0.42 1211 Drill Z- I I V I OL 1 1 WLZ -0.42 Basic Lon Cases BLC Description Catei YGranity Nadal Distributed Area(Member) Ill WLX i WLX max 2 2 WLZ WLZ 6 2 3 DL DL -1 6 14 4 4 BLC 1 Tmnsient Area Loads I None 1 10 2 5 BLC 2Tmnsient Area LoedsI None 1 10 14 161 BLC3Tmnsied Area Loads I None 1 20 15 Member Sec Axiallkl LC v Sheadkl LC z Shearlkl LC Toreuelk-fll LC v -v Momenik-ftl LC z -z Momentlk-fll LC 1 M1 1 max 3.151 8 0.472 6 0.44] 9 0.261 14 0 17 0 17 2 n -2.4fi2 14 -0534 8 -0.418 15 -0.303 B 0 1 0 1 3 2 max 3.35] 8 0.1% 14 0.218 9 0.018 14 1.384 9 2.429 8 4 min -2.303 14 -0231 8 -0.0]1 15 -0.023 8 -1.238 15 -2.22 6 5 3 max 4.089 9 1.142 8 1.152 7 OB42 8 1.831 9 1.115 8 fi n -1.993 15 -1.166 6 -1.126 9 -0.026 14 -1.9 7 -1.216 6 7 4 max 4.161 9 0.308 6 0.23 9 0.042 8 1.56 7 2.065 6 8 min -1.95 15 -0.309 8 -0.233 7 4.026 14 -1.542 9 -2.073 8 9 5 max 4.233 9 0.308 6 0.23 9 OA42 8 0 1] 0 1] 10 n -1.906 15 -0.309 8 -0.233 7 -0.026 14 0 1 0 1 RISA -313 Version 19 I Antenna Frame Stan - Extended - Upda... Page 1 Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Sheadkl LC z Sheerly] LC Torpuelk-ftl LC v -v Momenllk-ftl LC z -z Momentlk-ftl LC 11 M2 Wheal o max 2.928 9 M10 6 0.472 : Antllem Stru Wral Engineers V "�/ 0 10112021 11D 17 0 Ce DCompany esigner : min -2282 1.\IYA 4).502 8 B0ydnyg CheGeE By: RCS MOGeI Name :44856WaGswotlh vko 1 Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Sheadkl LC z Sheerly] LC Torpuelk-ftl LC v -v Momenllk-ftl LC z -z Momentlk-ftl LC 11 M2 1 max 2.928 9 GAN 6 0.472 9 0.319 6 0 17 0 17 12 min -2282 15 4).502 8 -0.392 15 -0.3]3 16 0 1 0 1 13 2 max 2.973 9 0.221 6 0.219 9 0.033 14 1.446 9 2.338 8 14 1 min -1.971 15 -0.174 16 -0.088 15 -0.051 16 -1.169 15 -2.252 6 15 3 max 4.026 9 1.14 8 1.162 7 OA62 8 1.794 17 1.106 8 16 min -2027 15 -1.165 6 -1.117 9 -0043 14 -1.947 7 -1209 6 17 4 max 4.098 9 0.308 6 0.231 9 0.062 8 1.553 1 2.0138 6 18 1 min -1.984 15 -0.31 8 -0.232 7 -0.043 14 -1.545 9 -2.074 8 19 5 max 4.17 9 0.308 6 0.231 9 OA62 8 0 17 0 17 20 min -1941 15 -0.31 8 -0.232 7 -0043 14 0 1 0 1 21 M3 1 max 3.062 ] 0.51 6 0.394 17 0.308 8 0 17 0 17 22 min -2.205 17 -0.498 8 -0.473 ] -0.36 14 0 1 0 1 23 2 max 3.107 ] 0.174 14 OA68 17 0.03 16 1.172 17 2.282 8 24 min -1893 17 4).222 8 -0.218 7 -0048 14 -1.449 7 -2.364 6 25 3 11 max 4.182 7 1.158 8 1.118 1 7 0.082 6 1.944 9 1 1.178 8 28 1 min -1.951 17 -1.131 6 -1.162 9 -0.043 16 -1.791 15 -1.076 6 27 4 1 maxl 4.234 ] 0.309 6 0.232 9 OA62 6 1.546 ] 2.072 6 28 min -1.908 17 4).308 8 -0.231 7 -0043 16 -1.553 9 -2065 8 29 5 1 max I 4.308 7 0.309 6 0.232 9 0.082 6 0 17 0 17 30 1 min -1.865 17 -0.308 8 -0.231 7 -0.043 16 0 1 0 1 31 M4 1 1 max 13.149 6 0.528 6 OA18 17 0.275 16 0 17 0 17 32 min -246 16 4).465 8 -044] 7 -0.31] 6 0 1 0 1 33 2 1 max 1 3.358 6 0.231 6 0.07 17 0.022 16 1.239 17 2.201 8 34 I min -2.302 16 -0.169 16 -0.217 7 -0.026 6 -1.381 7 -2.407 6 35 3 1 max 1 4.085 ] 1.M 8 1.124 ] O.W 6 1.896 9 1.246 8 36 min -199 17 -1.152 6 -1.15 9 -0027 16 -1.827 7 -1146 6 37 4 1 max 1 4.15] ] 0.31 6 0.233 9 0.044 6 1.541 1 2.0]] 6 38 1 min I -1.947 17 -0.309 8 -0.23 ] -0.027 16 -1.558 9 -2.07 8 39 5 1 max I 4.229 ] 0.31 6 0.233 9 O.W 6 0 17 0 17 40 min -1.904 17 4).309 8 -0.23 1 7 -0027 16 0 1 0 1 41 M5 1 maxl 1.281 1 14 1 0.229 6 0 1 17 1 0.038 16 0 17 1 0 17 42 min -1.3311 8 1 0 2 0 1 -0.056 6 0 1 1 0 1 43 2 max 1.281 1 14 1 0.217 6 0 17 0.038 16 0 17 0 2 44min -1.331 8 0 2 0 1 -0056 6 0 1 -0.38 6 45 3 max 1.281 14 0 17 0 17 0.038 16 0 17 1 0 2 48n -1.331 8 0 1 0 1 -0.056 6 0 1 -0.507 6 47 4 rex 1.281 14 0 2 0 n 0.936 16 0 n 6 2 48 min -1.331 8 -0.217 6 0 1 -0056 6 0 1 -0.38 6 49 5 max 1.281 14 0 2 0 17 0.038 16 0 17 0 17 50 1 min -1.331 8 -0.229 6 0 1 -0.056 6 0 1 0 1 51 M6 1 max 0.719 6 0.226 6 0 17 0.015 15 0 17 0 17 52 min -0713 8 0 2 0 1 -0024 9 0 1 0 1 53 2 max 0.]19 6 0.214 6 0 17 0.015 15 0 17 0 2 54 min -0.713 8 0 2 0 1 -0.024 9 0 1 -0.387 6 55 3 max 0.719 6 0 17 0 17 0.015 15 0 17 0 2 56 min -0713 8 0 1 1 0 1 1 -0024 9 0 1 -0489 6 57 4 max 0.]19 6 0 2 0 1 17 1 0.015 15 0 17 0 2 58 n -0.713 8 -0214 6 0 1 -0.024 9 0 1 -0.387 6 59 5 max 0.719 6 1 0 2 1 0 17 0.015 15 0 17 0 17 60 min -0]13 8 -0.226 6 0 1 -0024 9 0 1 0 1 61 M] 1 max 0]09 8 0.091 8 0 17 0.015 17 0 17 0 17 62n -0.]oz 6 o z 0 1 -0.025 ] 0 1 0 1 63 2 rrex 1-70 6 0.08 8 0 n 0.015 n 0 n 6 2 6a n -0]02 6 0 2 0 1 -0025 7 0 1 -0142 8 65 3 max 0.]09 8 0.087 8 0 1] 0.015 I 0 17 0 2 RISA -313 Version 19 I Antenna Frame Stand - Extended - Upda... Page 2 Envelope Member Section Forces (Continued) Member Sec AxialRI LC vSheadkl LC zShearlkl LC Tomuofk-fil LC v -v Momenllk-ftl LC z -z Momentlk-ftl LC 66 Wheal o min -0.]02 6 M10 2 0 AnNem 3tnn Wral Engineers " �/ 0 10112021 11D 1 -0.264 Ce Designer : 4 max 0.]09 1.\IYA 0 2 B0*1 CheGeE By: RCS MOGeI Nabme :44856WaGswolth 51 17 Envelope Member Section Forces (Continued) Member Sec AxialRI LC vSheadkl LC zShearlkl LC Tomuofk-fil LC v -v Momenllk-ftl LC z -z Momentlk-ftl LC 66 min -0.]02 6 0 2 0 1 -0.025 ] 0 1 -0.264 8 67 4 max 0.]09 8 0 2 0 17 0.015 17 0 17 0 2 68 min -0.702 6 -0.146 8 0 1 -0.025 ] 0 1 -0.254 8 69 5 max 0.]09 8 0 2 0 17 0.015 17 0 17 0 17 70 min -0.702 6 4).158 8 0 1 -0.025 ] 0 1 0 1 71 M8 1 max 1.294 16 0.16 8 0 17 0.038 14 0 17 0 17 72 min -1.343 6 0 2 0 1 -0.056 8 0 1 0 1 73 2 max 1.294 16 0.148 8 0 17 0.038 14 0 17 0 2 74 min -1.343 6 0 2 0 1 -0.056 8 0 1 -0.263 8 75 3 max 1.294 16 0 2 0 17 0.038 14 0 17 0 2 76 min -1.343 6 4).06] 8 0 1 -0.056 8 0 1 -0.274 8 ]] 4 max 1.294 16 0 2 0 17 0.038 14 0 17 0 2 78 min -1.343 6 4).081 8 0 1 -0.056 8 0 1 -0.149 8 79 5 max 1.294 16 0 2 0 17 OA38 14 0 17 0 17 80 min -1.343 6 4).093 8 0 1 1 -0.056 8 0 1 0 1 81 M9 1 maxl 0.855 8 0.023 10 0 17 0 2 0 17 0 17 82 min -0.694 14 0 2 0 1 -0.013 7 0 1 0 1 83 2 max 0.655 8 0.012 10 0 17 0 2 0 17 0 2 04 min -0.694 14 0 2 0 1 -0.013 7 0 1 -0.029 6 85 3 max 0.655 8 0 17 0 17 0 2 0 17 0 2 86 min -0.694 14 0 1 0 1 -0.013 ] 0 1 -0.038 6 87 4 max 0.655 8 0 2 0 17 0 2 0 17 0 2 88 min -0.694 14 4).012 8 0 1 -0.013 7 0 1 -0.029 6 89 5 max 0.655 8 0 2 0 17 0 2 0 17 0 17 90 min -0.694 14 4).023 8 0 1 -0.013 7 0 1 0 1 91 M10 1 max 0.841 8 0.024 9 0 17 0.016 15 0 17 0 17 92 min -0.855 14 0 2 0 1 -0.028 8 0 1 0 1 93 2 max 0.841 8 0.012 9 0 17 0.018 15 0 17 0 2 M min -0.655 14 0 2 0 1 -0.028 8 0 1 -0.00 1 9 95 3 max 0.841 8 0 17 11 0 17 0.016 15 0 17 0 2 96 min -0.855 14 0 1 1 0 1 -0.028 8 0 1 -0.04 9 97 4 max 0.841 8 0 1 2 1 0 1 17 0.018 15 1 0 17 0 2 98 1 min -0.655 14 4).012 7 0 1 -0.028 8 1 0 1 -0.03 9 99 5 max 0.841 8 0 2 0 17 0.016 15 0 17 0 17 100 1 min -0.855 14 4).024 7 0 1 -0.028 8 0 1 0 1 101 M11 1 max 0.688 6 0.023 6 0 17 0 12 0 17 0 17 102 n -0.724 16 0 2 0 1 -0.012 9 0 1 0 1 103 2 max 0.666 6 0.012 8 0 17 0 12 0 17 0 2 104 min -0.]24 18 0 2 0 1 -0.012 9 0 1 -0.029 8 105 3 max 0.686 6 0 17 0 17 0 12 0 17 0 2 106 n -0.]24 16 0 1 0 1 -0.012 9 0 1 -0.038 6 107 4 max 0.666 6 0 2 0 17 0 12 0 17 0 2 108 min -0.]24 16 4).012 8 0 1 -0.012 9 0 1 -0.029 6 109 5 max 0.686 6 0 2 0 17 0 12 0 17 0 17 110 n -0.]24 16 4).023 8 0 1 -0.012 9 0 1 0 1 111 M12 1 max 0.832 6 0.024 9 0 17 0.016 17 0 17 0 17 112 min -0.84] 18 0 2 0 1 .0.03 6 0 1 0 1 113 2 max 0.832 8 0.012 9 0 17 0.016 17 0 17 0 2 114 n -0.64] 16 0 2 0 1 -0.03 6 0 1 -0.03 9 115 3 max 0.832 6 0 17 0 17 0.016 17 0 17 0 2 118 min -0.84] 16 0 1 0 1 -0.03 6 0 1 -0.04 9 11] 4 max 0.832 6 0 2 0 17 0.018 17 0 17 0 2 118 n -0.64] 16 4).012 7 0 1 -0.03 6 0 1 -0.03 9 1191 5 maxl 0.832 8 0 2 1 0 1 17 0.018 17 0 17 0 17 1201 1 min -0.84] 18 4).024 ] 0 1 -0.03 8 0 1 0 1 RISA -3D Version 19 [ Antenna Frame Brand -Extended-Upda... paw Envelope Member Section Forces (Continued) Member Sec Miallkl LC vSheadkl LC zSheadkl LC Torguelk-M LC v -v Momenllk-ftl LC z -z Momentlk-ftl LC 121 M13 Wheal o max 3.141 6 M10 8 0 Antllem Stru Wral Engineers V "�/ 0 10112021 11D 17 0 Ce Designer : min -2.982 1.\IYA 0 2 B0% CheGeE By: RCB MOGeI Name :44856WaGswotlh vkt, 1 Envelope Member Section Forces (Continued) Member Sec Miallkl LC vSheadkl LC zSheadkl LC Torguelk-M LC v -v Momenllk-ftl LC z -z Momentlk-ftl LC 121 M13 1 max 3.141 6 0.023 8 0 17 0.136 ) 0 17 0 17 122 min -2.982 16 0 2 0 1 -0.105 17 0 1 0 1 123 2 max 3.119 6 0.012 8 0 17 0.138 7 0 17 1 0 2 124 1 min -2.998 8 0 2 0 1 -0.105 17 0 1 1 -0.063 8 125 3 max 3.096 6 0 17 0 17 0.136 ) 0 17 1 0 2 126 min -3.02 8 0 1 0 1 -0105 17 0 1 -0084 8 127 4 max 3.074 8 0 2 0 17 0.138 ] 0 17 1 0 2 128 1 min -3.43 8 -0.012 6 0 1 -0.105 17 0 1 1 -0.063 6 129 5 max 3.051 6 0 2 0 17 0.136 ) 0 17 1 0 17 130 min -3 065 8 4).023 6 0 1 -0105 17 0 1 0 1 131 M14 1 max 2.928 9 0.024 12 0 17 0.255 6 0 17 1 0 17 132 min -2.789 15 0 2 0 1 -0.239 16 0 1 1 0 1 133 2 max 2.903 9 0.012 12 0 17 0.255 6 0 17 0 2 134 min -2802 15 0 2 0 1 -0239 16 0 1 -0065 12 135 3 11 max 2.881 9 0 17 0 17 0.255 6 0 17 1 0 2 136 1 min -2.818 ) 0 1 0 1 1 -0.239 16 0 1 -0.087 12 137 4 maxi 2.858 9 0 2 0 17 1 0.255 6 0 17 0 2 138 min -2841 ) 4).012 13 0 1 -0239 16 0 1 -0065 12 139 5 1 max 1 2.838 17 0 2 0 17 0.255 6 0 17 0 17 140 1 min -2.863 ) -0.024 13 0 1 -0.239 16 0 1 0 1 141 M15 1 max 3.139 8 0.023 10 0 17 0.136 9 0 17 0 17 142 min -2981 14 0 2 0 1 -0105 15 0 1 0 1 143 2 max 3.117 8 0.012 10 0 17 0.138 9 0 17 0 2 144 I min -2.995 6 0 2 0 1 -0.105 15 0 1 -0.063 10 145 3 max 3.094 8 0 17 0 17 0.136 9 0 17 0 2 146 min -3018 6 0 1 0 1 -0105 15 0 1 -0084 10 147 4 max 3.072 8 0 2 0 17 0.138 9 0 17 0 2 148 1 min -3.04 6 -0.012 12 0 1 -0.105 15 0 1 -0.063 10 149 5 max 3.49 8 0 2 0 17 0.136 9 0 17 0 17 150 min -3 063 6 4).023 12 0 1 1 -0105 15 0 1 0 1 151 M16 1 max IN41 ] 1 0.024 ] 0 1 17 0.2511 8 0 1 17 1 0 17 152 min -2.788 17 1 0 2 0 1 -0.24 14 0 1 1 1 0 1 153 2 max 2.901 1 ) 1 0.012 ) 0 17 0.256 8 0 17 0 2 154 min -2801 17 0 2 0 1 -0.24 14 0 1 -0065 7 155 3 11 max 2.879 ) 0 17 0 17 0.258 8 0 17 0 2 156 1 min -2.818 9 0 1 0 1 -0.24 14 0 1 -0.087 7 157 4 max 2.856 ) 0 2 0 17 0.256 8 0 17 0 2 158 n -2.64 9 -0.012 11 0 1 -0.24 14 0 1 -0065 7 159 5 max 2.834 15 0 2 0 17 0.258 8 0 17 0 17 160 n -2.863 9 -0.024 11 0 1 -0.24 14 0 1 0 1 161 M17 1 max 0.029 6 0.033 13 0 17 0.032 6 0 17 0 17 162 n -0 006 15 0 2 0 1 0 2 0 1 0 1 163 2 max 0.029 6 0.017 13 0 17 0.032 6 0 17 0 2 184 n -0.006 15 0 2 0 1 0 2 0 1 -0.059 1 165 3 max 0.029 6 0 17 0 17 0.032 6 0 17 0 2 166 n -0006 15 0 1 0 1 0 2 0 1 -00]9 1 187 4 max 0.029 6 0 2 0 17 0.032 8 0 17 0 2 168 n -0.006 15 -0.01] 1 0 1 0 2 0 1 -0.059 1 169 5 max 0.029 6 0 2 0 1) 0.032 6 0 17 0 17 170 n -0006 15 -0.033 1 0 1 0 2 0 1 0 1 171 M8M 1 max 0.02 ) 0.033 13 0 1) 0.009 5 0 17 0 17 172 n -0.033 6 0 2 0 1 -0.013 16 0 1 0 1 173 2 max 0.02 ) 0.017 13 0 1) 0.09 5 0 17 0 2 174 n -0033 6 0 2 0 1 -0013 16 0 1 -0059 6 1]5 3 max 0.02 ] 0 1] 0 1] 0.009 5 0 1] 0 2 RISA -313 Version 19 [ Antenna Frame Stand -Extended-Upda... Page Envelope Member Section Forces (Continued) Member Sec AxialWI LC vSheba] LC zSheadkl LC Tomuofk-ftl LC v -v Momenllk-ftl LC z -z Momwtlk-ftl LC 1]6 n Wheal o 6 0 1 M10 1 -0.013 : Anthem Smuc rsl Engineers " �/ 0 10112021 11D 6 1]] Ce DCompany esigner : ] 0 2 0 1.\IYA 0.009 5 B0*1 ChsGeE By: RCS MOGeI Nabme :44856WaGswolA 51 I I min Envelope Member Section Forces (Continued) Member Sec AxialWI LC vSheba] LC zSheadkl LC Tomuofk-ftl LC v -v Momenllk-ftl LC z -z Momwtlk-ftl LC 1]6 n -0.033 6 0 1 0 1 -0.013 16 0 1 -0.0]9 6 1]] 4 max 0.02 ] 0 2 0 1] 0.009 5 0 1] 0 2 liful I I min I -0.033 6 1 -0.01] 1 I 0 I 1 1 -0.013 18 1 0 I 1 I -0.059 1 179 5 IMXI 0.02 1 ] 1 0 1 2 1 0 1 17 1 0.009 5 1 0 1 17 1 0 17 118ul 1 1 min I -0.033 6 I -0.033 1 1 1 0 1 1 1 -0.013 16 1 0 1 1 1 0 1 Envelope AISC 151W 1550.151: ASD Member Sfeel Code Checks Member Shape Code CheckLoclftl LC Shear CheckLmf l Dir LC Pndom IkIPnVom IklMnwlom Ik-ftlMnz om Ik-ftl Cb Eqn 1 M1 ASS3X3X 0.69 17.02 8 0.097 12830 8 1406] 80.982 6.657 6.07 1 H1 -1e 2 M2 SSV3X 0.684 1]02 6 0088 12838 8 14.067 80.982 6.657 6657 1.48 H1 -1a 3 M3 SSSIX3 0.692 17.02 8 0.087 12.838 6 14.067 80.982 6.657 6.657 1 H1 -1a 4 M4 SS3X3X 0.691 1]02 6 0099 12838 6 14.087 80.982 6.657 665] 1.47 H1 -1a 5 M5 SS3X3X 0.129 3.417 6 0.031 6.833 6 36.]]8 5206 4.522 4.522 1.13 H1 -1b 6 Mfi SS3X3X 0.118 3.333 6 0022 6,667 9 37.399 52.06 4.522 4522 1.13 H1 -1b 7 M] SSSIX3 0.083 4.444 8 0.017 6.66] 7 37.399 52.06 4.522 4.522 1.35 H1 -1b 8 MB SS3X3X 0.094 2.2]8 8 0026 0 8 W778 52.06 4.522 4522 1.35 H1 -1b 9 M9 SS3X3X 0.018 6.66] 8 0.005 6.667 7 3].3% 52.06 4.522 4.522 1.13 1-1b 10 M10 SS3X3X 0.023 6.833 8 0009 6.833 8 35.]]8 52.06 4.522 4522 1.13 1-1b 11 Mll SSSIX3 0.018 6.667 6 0.005 6.66] 9 37.399 52.06 4.522 4.522 1.13 1-1b 12 M12 SS3X3X 0.023 6.833 6 0.01 8.833 6 W778 52.06 4.522 4522 1.13 1-1b 13 M13 SS3X3X 0.274 6.544 6 0.037 14.61 7 12.03 52.06 4.522 4.522 1.13 H1 -1e 14 M14 SS3X3X 0.259 6.578 9 O.Ofi8 14687 6 11.905 52.06 4.522 4522 1.13 H1 -1a 15 M15 SSSIX3 0.274 8.544 8 0.03] 14.61 9 12.03 52.06 4.522 4.522 1.13 H1 -1a 16 M16 S AJA 0.259 6.5]8 ] 0.089 14.887 6 11.905 52.06 4.522 4.522 1.13 H1 -fa 1] M1] 553X3X 0.018 4.]]3 6 0.011 9.54] 6 2fi.42 52.06 4.522 4.522 1.13 H1 -1b 18 M88A ASS3X3X 0.018 4.]]3 1 0.005 9.*4/1 y I 8 I 26.42 I 52.06 I 4.522 I 4.522 1.13 H1-16 RISA -3D Version 19 [ Antenna Frame Stand - Extended -Upda... paw Load Combinations Description Solve P -Delta BLC Factor BLC Factor BLC Factor 1 Deflection 1 Wheal o DL 1 0 M10 0 Company : BtmcWrsl Engineers V -49 a 12021 111Dea'igner 1 21 2 :Nem min 1123:56AM Deflection 3 V RISAMnel 1 LL a Che keE BY RCS 0 4 IBC 16-6 Name: 448564 ro0h ng Do Max 0 19 0 5 Load Combinations Description Solve P -Delta BLC Factor BLC Factor BLC Factor 1 Deflection 1 V DL 1 0 20 0 20 2 Deflection 2 Y LL 1 21 2 min 3 Deflection 3 V DL 1 LL 1 18 0 4 IBC 16-6 Y DL 1 Max 0 19 0 5 IBC 16-9 V DL 1 LL 1 0 21 6 IBC 16-12 a s Y DL 1 WLX 0.6 0 21 ] IBC 16-12 a b V DL 1 WLZ 0.6 N3 Max 6 IBC 1612 a c Y DL 1 WLX -0.6 21 0 9 IBC 16-12 e tl V DL 1 WLZ -0.6 18 0 10 IBC 16-13 a a Y DL 1 WLX 045 LL 075 11 IBC 16-13 a E V DL 1 WLZ 0.45 LL 0]5 12 IBC 1613 a c Y DL 1 WLX -0.45 LL 0.75 13 IBC 16-13 e tl V DL 1 WLZ -0.45 LL 0.75 14 IBC 16-15 a Y DL 0.6 WLX 0.6 18 0.003 15 IBC 1615 b Y DL 0.6 WLZI 19 4.018a-3 19 1161 IBC 16-15c Y DL 0.6 WLX -0.6 -0.589 20 1] IBC1615 a V DL 0.6 WLZ -0.6 146 max 18 Drift X+ Yee I Y I DL 1 WLX I 042 21 1.837e3 191 zul Limit A. Drift Z+ pMpMMq V I Yes j Y 1DL i DL 1 1 1 WLX WLZ -0.42 1 0.42 19 -0.014 211 DrKZ- V I DL 1 1 Wu I-0.42 -7.157e4 18 THESE LOAD COMBOS USED FOR DEFLECTION Envelope Node Displacements Node Label X hnl LC Y hnl LC Z pnl LC X Rotation [ratl] LC Y Rotation Fred] LC Z Rotation Iracl LC 1 N1 max 0 19 0 20 0 20 0 21 0 18 0 21 2 min 0 18 0 21 0 21 0 18 0 19 0 18 3 N2 Max 0 19 0 20 0 20 0 21 0 18 0 21 4 min 0 18 0 21 0 21 0 18 0 19 0 18 5 N3 Max 0 19 0 21 0 20 0 21 0 19 0 21 fi min 0 18 0 20 0 21 0 18 0 18 0 18 7 N4 Max 0 19 0 21 0 20 0 21 0 19 0 21 8 min 0 18 0 20 0 21 0 18 0 18 0 18 9 N5 max 0.833 18 0.003 21 0.578 21 -2.062e-3 21 1.52le-3 19 4.018a-3 19 10 min -0.822 19 -0.014 20 -0.589 20 -2.426e-3 20 -1.691e-3 18 -1.63]e-3 18 11 146 max 0.819 18 0.004 18 0.579 21 2.515e-3 21 1.837e3 18 3.552e-3 19 12 min 4).832 19 -0.014 19 4).59 20 1.638e-3 20 -2.118e3 19 -7.157e4 18 13 N7 max 0.82 18 0.004 20 0.587 21 2.42Bs-3 21 1.524e3 18 1.612e-3 19 14 min -0.833 19 -0.013 21 -0.579 20 2.049e-3 20 -1.696e-3 19 -3.99le-3 18 161 N8 max 0.632 18 0.004 19 0.588 21 -1.85683 21 1.8%-3 19 6.90le4 19 161 1 min 1 4).821 1 19 1 -0.014 18 1 4).58 1 20 -2.575e3 20 -2.17e3 1 18 1 -3.625e3 18 17 N9 max D.M 18 0.002 20 0.541 21 9.3238-3 21 9.1484 18 1.6148-2 19 18 min -0.784 19 -0A08 21 -0.538 20 AMa-3 20 -1.269e-3 19 -1.5]]e-2 18 19 N10 max 0.7] 18 0.001 20 0.539 21 9.226e-3 21 4.807e4 18 1.60le-2 19 20 min 4)]83 19 -0.008 21 4).542 20 -9.086e3 20 .8.83e-4 19 -1583e-2 18 21 Nll max 0.784 18 0.001 21 0.538 21 8.93le-3 21 9.15984 19 1.5848-2 19 22 min -0.]]8 19 -0A08 20 -0.542 20 -9.343e-3 20 -1.27e-3 18 -1.62le-2 18 23 N12 max 0.783 18 0.001 21 0.542 21 9.08e3 21 5.24le4 19 1.58e-2 19 24 min 4).]]8 19 -0.006 20 4).539 20 -9.228e3 20 -9.25le4 19 -1596e-2 18 25 N13 max 1.297 18 0.003 21 0.838 21 3.8958-3 TO 3.254e-3 19 8.434a-3 18 26 min -1.258 19 -0.013 20 -0.857 20 -4.237e-3 21 -3.49e-3 18 -].]]8e-3 19 27 N14 max 1.266 18 0.003 18 0.839 21 4.M0 3 20 3.112e3 18 8.162e-3 18 28 min -1.284 19 -0.012 19 4).856 20 3]96e3 21 -3.786e-3 19 -8.023e-3 19 29 N15 max 1.251 18 0.003 20 0.855 21 4.2140-3 TO 3.318e-3 18 7.6938-3 18 30 min -1.291 19 -0.012 21 -0.838 20 -3.89le-3 21 -3.558e-3 19 A344e-3 19 RISA -3D Version 19 [ Antenna Frame Brand - Extended -Uptla... Paget Envelope Mode Displacements (Condoned!) Node lleatIto. % in LC .o` LC Z [inl AnNem 3trucaural Engineers V -�� 0 LC IIIRISA LC ZRotaton [rac DCompany esigner : 1123:021 mex 1.28 18 0.003 19 B0% Che keE By RCSIng 3.788x-3 20 3.243¢-3 Motlel Nabme 4856WaEswoA Cod 32 min -1.264 19 Envelope Mode Displacements (Condoned!) RISA -3D Version 19 Antenna Frame Spend - Extended -Uptla... Paget Node Label % in LC Y iinl LC Z [inl LC %Rotabon ratl LC YRotation bradl LC ZRotaton [rac LC 31 N16 mex 1.28 18 0.003 19 0.855 21 3.788x-3 20 3.243¢-3 19 7.966a-3 18 32 min -1.264 19 -0.012 18 -0.84 20 4.316e3 21 -3.914e-3 18 -8.loie8 19 33 N17 max 1.463 18 0.002 21 0.914 21 6.263¢4 21 3.432e3 19 8.385e4 19 34 min -1.417 19 -0.011 20 -0.932 20 -1.035e-3 20 -3.122¢-3 18 -9.234e4 18 35 N18 mex 1.429 18 0.002 18 0.914 21 9.358e4 21 3.18le3 18 9.93la4 19 36 min -1445 19 -0011 19 -0931 20 -747e4 20 -3.92e3 19 -7.828" 18 37 Nis max 1.409 18 0.002 20 0.929 21 1.024 3 21 3.51e-3 18 8.926e4 19 38 min -1.456 19 -0.011 21 -0.913 20 £.297¢4 20 -3.806¢-3 19 -0.981¢4 18 39 N20 mex 1.44 18 0.002 19 0.93 21 1.392x4 21 3.33le3 19 7.596a4 19 40 min -1426 19 -0011 18 -0914 20 -9.423e4 20 4.066e-3 18 -9.591" 18 41 N21 max 1.203 18 0.002 21 0.769 21 5.579¢-3 21 2.343e3 19 1.038e.2 19 42 min -1.178 19 -0.01 20 -0]79 20 -6.004¢-3 20 -2.628¢-3 18 -L099e-2 18 43 N22 mex 1.182 18 0.002 18 0.169 21 5.75 3 21 2.066e-3 18 1.019a-2 19 44 min -1192 19 -0.009 19 -0178 20 -5.76e3 20 -2.624e-3 19 -1057e-2 18 45 1 N23 I max 1.174 18 0.002 20 1 O.T77 21 5.9610-3 21 1 2.375e3 18 1.088e.2 19 46 min -1.199 19 -0-009 21 -0]68 20 -5.564¢-3 20 -2665¢-3 19 -1.026e-2 18 47 N24 mex 1.191 18 0.002 19 O.M 21 5.151x-3 21 2.159e-3 19 1.049a-2 19 48 min -1181 19 -0.009 18 -0169 20 -5.76e3 20 -2.712e-3 18 -1.07e-2 18 49 N25 max 0.896 18 -0.062 19 0.588 21 -2.558e3 21 1.79e.3 19 4.716e4 21 50 min -0.882 19 -0.096 18 -0.58 20 -3.415e-3 20 -1.92e-3 18 -6.587¢4 20 51 N26 max 0.879 18 -0.067 20 0.588 21 3.26a 21 1.82le-3 18 8.838x4 20 52 min -0.896 19 -0.094 18 -0.58 20 2909x3 20 -1.947e-3 19 6.081e4 21 53 N27 max 0.896 18 -0.067 18 0.579 21 -2.922e3 21 1.836e3 19 5.73le4 20 54 min -0.881 19 -0.096 19 -0.59 20 -3.254¢-3 20 -t%le-3 18 6465" 21 55 N28 max 0.879 18 -0A61 18 0.579 21 3.413x-3 21 1.764e-3 18 6.953a4 21 56 min -0.896 19 -0.091 19 -0.59 20 2538e-3 20 -1.894e-3 19 -5036" 20 57 N29 max L046 18 -0.011 19 0.617 21 2.102 3 19 7.531e3 19 1.343¢3 20 58 min -1.004 19 -0.245 18 -0.608 20 -8.958¢-3 18 AA68¢-2 18 6.604¢4 21 59 N30 max 1.057 18 -0.011 19 0.617 21 8.938x-3 18 1.142e-2 18 1.405a-3 1 21 6011 1 min -0994 19 -0.246 18 1 -0608 20 -2.097¢3 19 1 -7.747e-3 19 6822" 20 61 1 N31 I max 1 0.972 1 18 1 -0.027 18 1 0.608 1 21 1 7]55¢-3 19 1 5.379e3 18 6.655e4 20 62 min -1.016 19 -0.23 19 -0.619 20 -9.139e4 18 -9.527e-3 19 -1.344e-3 21 63 N32 max 0.961 18 -0.026 18 0.608 21 8.945x4 18 9.3le-3 19 6.863a4 21 64 min -1026 19 0.23 19 -0619 20 -7.75e3 19 -5.635e-3 18 -14e-3 20 65 N33 max 0.853 18 -0.033 18 0.481 21 5.828o-3 19 3.778e3 18 1.402e.3 21 66 min -0.879 19 -0.203 19 -0.491 20 4.263e4 18 -6MPe-3 19 -7.156e-4 20 fit N34 max 0.799 18 0.138 21 0.538 21 4.3198-3 21 1.653¢4 20 5.281e-3 21 68 min -0183 19 -0.223 20 -0.542 20 -8.339e3 20 -8.643e4 21 -3021 a-3 20 69 N35 max 0.842 18 -0.032 18 0.481 21 4.07" 18 6.67e3 19 1.36o-3 20 70 min -0.888 19 -0.204 19 -0.491 20 -5.823e-3 19 4.ome-3 18 66279e-4 21 71 N36 max 0.782 18 0.142 20 0.539 21 8.3798-3 21 5.428¢4 20 5.159a-3 20 72 min -0197 19 -0.223 21 -0.543 20 443e3 20 -9.309¢4 21 -2866¢3 21 73 N37 max 0799 18 0.141 21 0.543 21 4.426o-3 21 6.124¢4 21 2.905e3 20 74 min -0]83 19 -0.223 20 -0.538 20 6.384¢-3 20 -9.965¢4 20 -5.199e-3 21 75 N38 max 0.782 18 0.139 20 0.541 21 8.3248-3 21 7.182a4 21 2.982e-3 21 76 1 1 min -0197 19 -0.222 1 21 1 -0.538 20 4.315e3 1 20 1 -8.163" 20 -5.205e3 20 77 N39 I max 1 0.9 1 18 1 -0.023 1 19 1 0.49 1 21 1 1.226o-3 1 19 1 5.297e3 19 7.188e4 21 78 min -0.874 19 -0.212 18 -0.481 20 -6.642¢-3 18 -6.406¢-3 18 AA93¢-3 20 79N4o max 0.911 18 -0.023 19 0.49 21 6.622e-3 18 8.15a-3 18 6.32le4 20 80 min -0.865 19 -0.213 18 -0481 20 -1.22e3 19 -5.514e-3 19 -1.347e3 21 81 N41 max 1.696 18 -0.547 18 0.844 21 -7.521e3 18 2.474¢-2 19 1.182e.2 19 62 min -1.867 19 -0.156 19 -0.866 20 -2.939e-2 19 -1.104¢-2 18 6.52¢-3 18 83 N42 max 1.85 18 -0.413 18 0.917 21 -7.614e-3 18 2.483¢-2 19 1.589a-2 19 84 min -2025 19 -0.881 19 -0939 20 -2.926e-2 19 -1.69le-2 18 2.373e3 18 85 N43 max 1.522 18 -0.221 18 0.T74 21 -7.101e3 18 2.11e-2 19 1.778e.2 19 RISA -3D Version 19 Antenna Frame Spend - Extended -Uptla... Paget Envelope Nods Displacements (ConHnusdl Node Label % [in] LC Y linl LC Z 8n1 LC k Rotatlon [red] LC Y Rotation [red] LC Z Rotation loss LC 86 Wheal o -1.667 19 -0.913 M10 -0.]8] Company AnNem Struclural Engineers -�� s -161]a-2 IIIRISA -2.318@-3 18 Designer : max 1123:021 18 -0.497 19 0.865 21 Bd�O� Checked By RCS 2.202e-2 19 5.32383 MoUel Nabme 44856Wadswodh min -1.823 19 -0997 18 Envelope Nods Displacements (ConHnusdl Node Label % [in] LC Y linl LC Z 8n1 LC k Rotatlon [red] LC Y Rotation [red] LC Z Rotation loss LC 86 min -1.667 19 -0.913 19 -0.]8] 20 -2.547e-2 19 -161]a-2 18 -2.318@-3 18 87 N44 max 1.928 18 -0.497 19 0.865 21 4.301e6 19 2.202e-2 19 5.32383 19 88 min -1.823 19 -0997 18 -0.842 20 -3.171e-2 18 -3.042e-2 18 -1.32e-2 18 89 N45 max 1.]25 18 -0.172 19 0987 21 4.507e3 19 1.853e2 19 3.473e-3 19 90 min -1.625 19 -0.941 18 -0.]]3 20 -2.76le-2 18 -2.589@-2 18 -1.858@-2 18 91 N46 max 2.084 18 -0.358 19 0.938 21 4.47`9e6 19 2.186e-2 19 -1.08383 19 92 min -1.98 19 OM8 18 -0.915 20 -3.166e-2 18 -3.037e-2 18 -1.689e-2 18 93 N50 max 1.725 18 -0.554 18 0.642 21 2.934x2 19 1.642e2 18 1.1960-2 19 94 min -1.842 19 -0.75] 19 -0.867 20 7.345e-3 18 -2.529@-2 19 6.688¢-3 18 95 N51 max 1.957 18 -0.491 19 0.864 21 3.175 2 18 2.988-2 18 5.16683 19 96 min -1.]9] 19 0996 18 -0.843 20 4.457x3 19 -2.256e-2 19 -1.305e-2 18 97 N52 max 1.682 18 -0.414 18 0.916 21 2.927x2 19 1.625e2 18 1.572e-2 19 98 min -1.998 19 -0.88 19 -0.94 20 7.541e-3 18 -2.523@-2 19 2.43le-3 18 99 N53 max 2.116 18 -0.357 19 0.937 21 3.163 2 18 2.97e-2 18 -1.02886 19 1001 1 min 14.962 19 1 -0.92 1 18 1 -0.916 1 20 1 4.539x3 19 1 -2.245e-2 19 -1.685e-2 18 101 N54 max 1.542 18 -0.219 18 OSIS 21 2.553x2 19 1.375e2 18 197e-2 19 102 min -1.651 19 -0.91 19 -0.788 20 7.12le-3 18 -2.148@-2 19 -2.386e-3 18 103 N55 max 1]44 18 -0.174 19 0]86 21 2.753 2 18 2.545e-2 18 3.412e-3 19 104 min -1.608 19 0.944 18 -0.]]3 20 4.479x3 19 -1.889e-2 19 -1.86]e-2 18 105 N56 max 1.391 18 0.039 21 0.658 21 6.682x3 20 5.847¢-3 18 1.788¢-3 18 106 min -1.43 19 -0.156 20 -0.84 20 -1456e-3 21 -5.053@3 19 -9.314@-3 19 187 N57 max 1.269 18 0.104 20 0.78 21 8.067o-3 21 3.]]2e6 18 9.795e4 19 108 min -1.296 19 0.206 21 -0.769 20 3.435e3 20 -3.111e3 19 6.634e-3 18 109 N58 max L548 18 6.03 20 0.93 21 3.423x3 21 5.570-3 18 -2.148x3 18 110 min -1.59 19 -0.085 21 -0.915 20 1.]9]e-3 20 4.59@-3 19 4]45e-3 19 111 N60 max 1.594 18 -0.029 21 0.932 21 -1.686e6 21 4.227e6 19 -2.14e6 18 112 min -1.55 19 -0.081 20 -0.914 20 -3.34e3 20 -6.09e3 18 4]4e-3 19 113 N62 max L433 18 0.039 20 0.857 21 1.351x3 20 4.662e3 19 1.9750-3 18 114 min -1.393 19 -0.162 21 -0.839 20 -6.76le-3 21 6.322x3 18 -9.137e-3 19 115 N63 max 1.299 18 0.108 21 0.79 21 3.6278-3 21 2.915e6 19 8.34484 19 1161 1 min 1 -1.271 19 1-0A99 20 1 -0.769 1 20 1 -7.85le3 20 1 4.24le-3 1 18 1 6]54e-3 18 117 N59 max 1.592 18 -0.031 21 0.916 21 -1.802e-3 21 5.235e3 19 4.623e-3 18 118 min -1.551 19 -0.086 20 -0.932 20 -343@-3 20 4224@-3 18 2.287e-3 19 119 N61 max 1.431 18 0.039 20 0.64 21 1.4568-3 20 5.545e6 19 9.262e-3 18 120 min -1.393 19 OA57 21 -0.858 20 -6.694e4 21 4.723e-3 18 -1]45e-3 19 121 N64 max 1.297 18 0.104 21 0.7 21 3.454¢-3 21 3.563e3 19 6.7980-3 19 122 min -1.271 19 -0.206 20 -0.]]9 20 -B.08@-3 20 -2.8]5@-3 18 -1.106e-3 18 123 N65 max 1.546 18 -0.029 20 0.914 21 3.3368-3 21 3.801eJ 18 4.618e-3 18 124 min -1.591 19 OMI 21 -0.933 20 1.676e-3 20 -5.69e3 19 2.28x3 19 125 N66 max 1.267 18 0.108 20 0969 21 7.853x3 21 2.63e-3 18 6.9060-3 19 126 min -1.297 19 -0.2 21 -0.78 20 -3.625e-3 20 -3.981@-3 19 -947e-4 18 127 N67 max 1.389 18 0.04 21 0.839 21 6741e-3 20 4.274-3 18 9.06%-3 18 128 min -1.431 19 OA62 20 -0.858 20 -1.363e-3 21 -5.957e-3 19 -1.917e3 19 129 N68 max 0.897 18 -0.024 21 0.817 21 8.363¢4 21 6.0]Be6 18 1.922e-3 21 130 min -0.882 19 -0.135 20 -0.608 20 -].]64e-4 20 -2.0]8e4 19 -1.189@-3 20 131 N69 max 0.89] 18 -0.0281 21 1 0.608 21 8.35584 21 1 1 19 1.182e-3 120 1321 1 min 1 -0.882 19 OA32 20 -0.619 20 -]96e4 20 -1.952e4 18 -1.85le3 21 1331 N70 I max I 0.88 18 -0.02] 20 0.617 21 7.692¢4 21 3.8310-6 19 1.85x3 20 134mm -0.896 19 -0.131 21 -0.608 20 -8424e-4 20 -1.952e4 18 -1.1]]@-3 21 1351 N71 I max 1 0.88 18 -0.023 20 0.608 21 7.69684 21 6.0]]e5 18 1.194¢-3 21 136 min -0.896 19 -0OA35 21 -0.619 20 6.43le4 20 -2.078e4 19 -1916e3 20 137 N72 max L386 18 -0.138 21 0.865 21 -1.438e-2 19 9.409¢3 19 6.362x3 19 138 min -1.426 19 -0.304 19 -0.842 20 -2.364e-2 18 -1.302@-2 18 -1.323@-2 18 139 M3 max 1.543 18 -0.16 19 0.938 21 -1.46le-2 19 9.19686 19 -1.09688 19 140 min -1.587 19 -0.267 18 -0.915 20 -2.355e-2 18 -1.295x2 18 -L689x2 18 RISA -313 Version 19 [ Antenna Frame Spend - Extended -Upda... Page Envelope Mode Displacements (Condoned!) Node Label % in LC .olleatIto. LC Z Pod AnNem 3trucaural Engineers V -�� a LC YRolatlon IIIRISA LC ZRotallon [rac DCompany esigner : 1123:021 mex 1.266 18 0.014 19 B0% Che keE By RCSIng -1.328e-2 19 7.665¢-3 MOUeI Nabme 4856WaEswoA Cod 142 min -1.293 19 Envelope Mode Displacements (Condoned!) RISA -3D Version 19 Antenna Frame Spend - Extended -Uptla... Page Node Label % in LC Y iinl LC Z Pod LC %Rotabon ratl LC YRolatlon bradl LC ZRotallon [rac LC 141 N74 mex 1.266 18 0.014 19 0.181 21 -1.328e-2 19 7.665¢-3 19 3.488s-3 19 142 min -1.293 19 -0.312 18 -0172 20 -2.063e-2 18 -1.077e-2 18 -1.856e-2 18 143 N75 max 1.295 18 0.011 19 0.788 21 2.055¢-2 18 1.032e-2 18 3.397e.3 19 144 min -1.268 19 -0.311 18 -0]74 20 1.329¢-2 19 -7B55e-3 19 -1.869¢-2 18 145 N76 mex 1.294 18 0.011 18 0.713 21 2.025 2 19 5.807e3 18 1.168a-2 19 146 min -1.268 19 -0.313 19 -0188 20 1416e-2 18 -9.094e-3 19 -2.402e3 18 147 N77 max 1.265 18 0.009 18 O.T75 21 -1.419e-2 18 8.701e3 19 1.78o-2 19 148 min -1.293 19 -0.311 19 -0]87 20 -2.018e-2 19 -6.154¢-3 18 -2.301¢-3 18 149 N78 mex 1.589 18 -0.151 19 0.931 21 2.357r 2 18 1.235e-2 18 -1.015e-3 19 150 min -1.547 19 -0.269 18 -0916 20 1473e-2 19 -9.69e3 19 -1.684e-2 18 151 N79 max 1.588 18 -0OA65 18 0.916 21 2.314 2 19 8.983e3 18 1.513¢-2 19 152 min -1.546 19 -0.265 19 -0.94 20 1.566x,2 18 -L097e-2 19 2.445e-3 18 153 N80 max 1.543 18 -0.161 18 0.917 21 -1.519e-2 18 1.044e-2 19 1.568s-2 19 154 min -1.586 19 -0.261 19 -0939 20 -2.317e-2 19 -7.548e-3 18 2.359e-3 18 .651 N81 max 1.428 18 -0OAQ 18 0.863 21 2.372 2 18 1.248¢-2 18 -5.121¢-3 19 156 min -1.389 19 -0.3W 21 -0.843 20 1.457e-2 19 -9.894¢-3 19 AAOl¢-2 18 157 N82 max 1.427 18 -0.14 19 0.842 21 2.324 2 19 7.217e-3 18 1.199a-2 19 158 min -1.389 19 -0.309 18 -0867 20 154le-2 18 -1.106e-2 19 673e-3 18 159 N83 max 1.385 18 -0OAM 19 0.844 21 -1.562e-2 18 1.057e-2 19 1.178e.2 19 160 min -1.426 19 -0.31 20 -0.865 20 -2.333e-2 19 -T767e-3 18 6.418¢-3 18 161 N84 mex 0.782 18 -0.021 20 0.49 21 8.544a4 21 1.432a4 19 1.235a-3 21 162 min -0198 19 -0.131 21 -0481 20 4.949e4 20 3.891¢5 18 -1.9¢3 20 163 N85 max 0.799 18 -0.024 21 0.49 21 1.873¢4 21 -2.749e4 21 1.13%.3 20 164 min -0]83 19 -0.135 20 -0.481 20 -8.609¢4 20 -3.598e4 19 -1.864e-3 21 165 N86 max 0.799 18 -0.028 21 0.481 21 7.881a4 21 1.432a4 19 1.91e-3 21 166 min -0183 19 -0.132 20 -0491 20 -8.613e4 20 3.891¢5 18 -1232e-3 20 167 N87 max 0782 18 -0.023 20 0.481 21 8.54e4 21 -2.75e4 21 1.866e-3 20 168 min -0]98 19 -0.135 21 -0.491 20 -1.942¢4 20 -3.598e4 19 -1.135e-3 21 169 N89 max 0.832 18 0.006 19 0.588 21 -1.656e3 21 1.89¢-3 19 6.90194 19 17011 1 min -0.821 19 -0.024 18 -0.579 20 -2.575e3 20 1 -2.17e3 19 -3525e-3 18 1711 N90 I max 1 0783 18 1 0.049 19 1 0.543 1 21 1 9.08¢3 21 1 5.24le4 1 19 1 1.58o-2 19 172 min -0.118 19 -0.056 18 -0.539 20 -9.228e-3 20 -9351e4 18 -1596e-2 18 173 N91 max 1.28 18 0.012 18 0.856 21 3.786 3 TO 3.213¢-3 19 7.966a-3 18 174 min -1.264 19 -0.021 19 -0839 20 4.316e3 21 -3.914e-3 18 -8.101e-3 19 175 N92 max 1.44 18 0.005 19 0.931 21 1.392¢4 21 3.331e3 19 7.596e4 19 176 min -1.426 19 -0.014 18 -0.913 20 -9.423¢4 20 4A66e-3 18 -9.591 a-4 18 111 N93 max 1.191 18 0.033 19 O.PB 21 5.757a3 21 2.159e-3 19 1.049a-2 19 178 min -1181 19 -0041 18 -0169 20 -5.76e3 20 -2.712e-3 18 -107e-2 18 179 N95 max O.778 18 0.05 19 0.541 21 9.U2 3 21 9.14e4 18 1.614e.2 19 180 min -0]84 19 -0.055 18 -0.538 20 -8.92e-3 20 -1269¢-3 19 -1577e-2 18 181 N96 max 0.82 18 0.005 19 0.588 21 2.428r 3 21 1.524a-3 18 1.612e-3 19 182 min -0.833 19 -0021 18 -0.58 20 2049e3 20 -1.696e-3 19 -399le-3 18 183 N97 max 1.251 18 0.014 18 0.855 21 4.214 3 20 3.318e3 18 1.693¢3 18 184 min -1.291 19 -0.025 19 -0.839 20 -3.89le-3 21 -3.558¢-3 19 -8.344e-3 19 185 N98 max 1.409 18 0.003 19 0.93 21 1.024 3 21 3.5le-3 18 8.926a4 19 18611 1 min -1456 19 -0011 18 -0914 20 -6.297e4 20 1 -3.BO6e-3 19 -7981 a-4 18 187 N99 max 1.174 18 0.034 19 O.T78 21 5.9610-3 21 2.375e3 18 1.088e.2 19 188 min -1.199 19 -0.039 18 -0]68 20 -5.564¢-3 20 -2665¢-3 19 -1.026e-2 18 189 N100 max 0.833 18 0.004 18 0.579 21 -2.062e-3 21 1.52le-3 19 4.018s-3 19 190 min -0.822 19 -0.022 19 -0.589 20 -2.426e3 20 -1.69le-3 18 -1637e-3 18 191 N101 max 0784 18 0.05 18 0.538 21 8.9310-3 21 9.159e4 19 1.584e.2 19 192 min -0.118 19 -0.056 19 -0.542 20 -9.343e-3 20 -1.27e-3 18 -162le-2 18 193 N103 max 1.297 18 0.014 19 0.839 21 3.895 3 TO 3.254a-3 19 8.434a-3 18 194 min -1258 19 -0.026 18 -0857 20 4.231e3 21 -3.49e3 19 -7778e-3 19 195 N104 max 1463 18 0.003 18 0.915 21 6.263¢4 21 3.432e3 19 8.385e4 19 RISA -3D Version 19 Antenna Frame Spend - Extended -Uptla... Page Envelope Node Displacements (Condoned!) Node Label X fins LC Y linl LC Z Old LC X Rotason [red] LC Y Rolatlon [red] LC Z Robson loss LC 196 Wheal o -1.417 19 -0.012 M10 -0.931 Company AnNem Strucaural Engineers -�� 0 -3]22x3 IIIRISA -9.234a-4 18 Designer : max 1123:021 18 0.034 18 0.769 21 B0% Che ked By RCS 2.343e3 19 1.036e-2 MOUeI Nabme 4856Wadswodh Ds4F min -1.178 19 -0.04 19 Envelope Node Displacements (Condoned!) Node Label X fins LC Y linl LC Z Old LC X Rotason [red] LC Y Rolatlon [red] LC Z Robson loss LC 196 min -1.417 19 -0.012 19 -0.931 20 -1.035e-3 20 -3]22x3 18 -9.234a-4 18 197 N105 max 1.203 18 0.034 18 0.769 21 5.579 3 21 2.343e3 19 1.036e-2 19 198 min -1.178 19 -0.04 19 -0.779 20 -6.004e-3 20 -2.628e-3 18 -1.099e-2 18 199 N102 max 1.182 18 0.033 18 0989 21 5954x3 21 2.065e3 18 1.0790-2 19 200 min -1.192 19 -0.041 19 -0.779 20 -5 76a-3 20 -2.6240 19 -1.057e-2 18 201 N106 max 1.429 18 0.005 18 0.913 21 9.3580-4 21 3.181e3 18 9.93le4 19 202 min -1.445 19 OM4 19 -0.932 20 -T47e4 20 3.92e4 19 -7.828e-4 18 203 N107 max 0.819 18 0.006 18 0.578 21 2.5750-3 21 1.837e3 18 3.5520-3 19 204 min -0.832 19 -0.024 19 -0.589 20 1.638e-3 20 -2.1180-3 19 -7.157a-4 18 205 N108 max 0.777 18 0.049 18 0.539 21 9.226e-3 21 4.807e4 18 1.60te-2 19 206 min -0]83 19 ObN 19 -0.543 20 -9.OWe3 20 .8.83e4 19 -1.583e-2 18 207 N109 max 1.266 18 0.012 19 0.839 21 4.3050-3 20 3.112e3 18 8.1620-3 18 208 min -1.284 19 -0.021 18 -0.857 20 -3.7%e-3 21 -37860 19 -B 023a-3 19 209 14110 max 0.638 18 -0.003 21 0.578 21 -2.062e3 21 1.52le3 19 4.018e-3 19 21011 1 min -0.826 19 Ob21 20 1 -0.589 1 20 -2.426e3 20 1 -1.69fe-3 18 -1.637e3 18 211 N111 max 0.788 18 0.028 21 0.538 21 8.93le-3 21 9.159e4 1 19 1 1.564e-2 19 212 min -0.781 19 -0.036 20 -0.542 20 -9.343e-3 20 -1.27a-3 18 -1.62le-2 18 213 N112 max 1.307 18 -0.001 20 0.838 21 3.8950-3 20 3.2540 19 8.434a-3 18 214 min -1.268 19 -0.01 21 -0.857 20 4.237e3 21 3.49e3 18 -7978e3 19 215 N113 max 1.474 18 0.004 21 0.914 21 6.28304 21 3.432e3 19 8.38504 19 216 min -1.427 19 -0.014 20 -0.932 20 -1.035e-3 20 -3]22x3 18 -9.234e-4 18 217 N114 max 1.211 18 0.018 21 0.769 21 5.5790-3 21 2.343eJ 19 1.038e-2 19 218 min -1.185 19 Ob28 20 -0.779 20 -6.004e3 20 -2.628e-3 18 -1.099e-2 18 219 N115 max 0.838 18 -0.002 19 0.588 21 -1.656e-3 21 1.890-3 19 6.90104 19 220 min -0.826 19 -0.02 18 -0.58 20 -2.575e-3 20 -2.17a-3 18 -3.525e-3 18 221 N116 max 1.452 18 0.003 21 0.93 21 7.392x4 21 3.331e3 19 7.596a4 19 222 min -1.436 19 -0ObQ 20 -0.914 20 -9.423e4 20 4.066e-3 18 -9.59le-4 18 223 N117 max 0988 18 0.029 21 0.542 21 9.0803 21 5.24le4 19 1.58e-2 19 224 min -0.779 19 -0.036 20 -0.539 20 -9.228e-3 20 -9.251 a4 18 -1.596e-2 1 18 2251 N118 I max 1.199 18 0.018 21 1 0.777 21 5.7570-3 21 1 2.159e3 19 1.049e-2 19 2261 1 min 1 1.188 1 19 1-0b26 20 1 -0.769 1 20 1 -596e3 20 1 -2.712e-3 18 -1.07e-2 18 227 N119 max 1.291 18 0.002 20 0.655 21 3]86e-3 20 3.243e3 19 7.9860-3 18 228 min -1.273 19 -0.013 21 -0.84 20 -4.316e-3 21 -3.914a-3 18 A.10le-3 19 229 N121 max 0.825 18 -0.002 20 0.587 21 2.428x3 21 1.52403 18 1.612e-3 19 230 min -0.838 19 Ob21 21 -0.579 20 2.0490.3 20 -1.696e-3 19 -3.99le-3 18 231 N122 max 1.181 18 0.019 20 0.77 21 5.981e-3 21 2.375e3 18 1.0880-2 19 232 min -1.207 19 -0.027 21 -0968 20 -5.564e-3 20 -2.665a-3 19 -1.026e-2 18 233 N123 max 0.78 18 0.028 20 0.641 21 9.323x3 21 9.144 18 1.6140-2 19 234 min -0]88 19 ObM 21 -0.538 20 -8.92e3 20 -1.269e-3 19 -1.577e-2 18 235 N124 max 1.419 18 0.004 20 0.929 21 1.0240-3 21 3.5le-3 18 8.92604 19 236 min -1.468 19 -0.014 21 -0.913 20 -6.297e-4 20 -3.806a-3 19 -7.981 a-4 18 237 N125 max 1.261 18 0 21 0.855 21 4.2140-3 20 3.316e3 18 7.693e-3 18 238 min -1.302 19 -0.01 20 -0.838 20 3.89le3 21 -3.558e-3 19 -8.344e3 19 239 N120 max 1.188 18 0.018 20 0989 21 5]540-3 21 2.066e3 18 1.07902 19 240 min -1.2 19 -0.026 21 -0.778 20 -5 76a-3 20 -2.624a-3 19 -1 057a-2 18 241 N126 max 1.439 18 0.003 20 0.914 21 9.358e4 21 3.181e3 18 9.93le4 19 242 min -1.458 19 0b12 21 -0.931 20 -T47e4 20 3.92e3 19 -7.828e-4 18 243 N127 max 0.825 18 -0.002 18 0.579 21 2.5750-3 21 1.837e3 18 3.5520-3 19 244 -0.838 19 -0.02 19 -0.59 20 1.638e-3 20 -2.118e-3 19 -7.157e-4 18 245 14128 max 0.778 18 0.029 20 0.539 21 9.226x3 21 4.807e4 18 1.60le-2 19 246 min -0]85 19 ObM 21 -0.542 20 -9.086e3 20 .8.83e-4 19 -1 683e 18 247 N129 max 1.275 18 0.002 21 0.839 21 4.3050-3 20 3.112e3 18 8.1620-3 18 248 -1.295 19 -0.013 20 -0.856 20 -3.7%e-3 21 -3786e-3 19 3.023e-3 19 249 N130 max 0.824 18 -0.064 18 0.579 21 -1.251e3 21 -1.108x4 21 3.707e-3 19 250 min -0.828 19 -0.077 19 -0.589 20 -1.6%e3 20 -L648e4 18 -102303 18 RISA -3D Version 19 [Antenna Frame Spend - Extended -Upda... Paw Envelope Node Displacements (Condoned!) Node Label % rim LC Y linl LC Z Ilnl LC k Rotatlon [red] LC Y Rolatlon finel LC Z Rotallon ball LC 251 N131 lleatIto. 0.828 18 -0.066 .o` 0.578 Company AnNem 3truclural Engineers -�� 6 -1.10884 III 3.863a-3 19 Designer : min 1123:021 19 -0.076 RISA -0.589 20 B0% � Che keE By RCSIng -1.6486-4 16 -1.33e3 MOUeI Nabme 4 856WaEswotlh C' max 0.832 18 -0.059 21 Envelope Node Displacements (Condoned!) Node Label % rim LC Y linl LC Z Ilnl LC k Rotatlon [red] LC Y Rolatlon finel LC Z Rotallon ball LC 251 N131 mex 0.828 18 -0.066 18 0.578 21 1.Mfi 3 21 -1.10884 21 3.863a-3 19 252 min -0.825 19 -0.076 19 -0.589 20 1265x3 20 -1.6486-4 16 -1.33e3 18 253 N132 max 0.832 18 -0.059 21 0.581 21 -1.90`e3 21 -1.118¢4 20 -1.166x3 19 254 min -0.821 19 -0.073 20 -0.586 20 -2.476¢-3 20 -1.56304 19 -L523e-3 18 255 N133 mex 0.832 18 -0D6 21 0.585 21 -1.79183 21 -1.11884 20 1.51183 19 256 min -0.821 19 -0.072 20 -0.583 20 -2.525e3 20 -1.5836-4 19 1199e-3 18 257 N134 max 0.824 18 -063] 19 0.587 21 5AOGe4 21 -1.114¢4 21 1.305e3 19 258 min -0.829 19 -0.046 18 -0.579 20 -8.508e4 20 -L46304 19 -3.835¢-3 18 259 N135 mex 0.828 18 -0.031 19 0.588 21 1.0056-3 21 -1.11484 21 9.973a4 19 260 min -0.825 19 -0.045 18 -0.579 20 6676-4 20 -1463x4 19 -3.63e3 18 261 N138 max 0.819 18 -0.03 20 0.582 21 2.526x3 21 -L006e4 21 -6.322¢4 19 262 min -0.832 19 -0.042 21 -0.586 20 1.]]5¢-3 20 -1.76804 18 -9544¢4 18 263 N137 mex 0.82 18 -0.032 20 0.584 21 2.477x3 21 -1606e4 21 8.334x4 19 264 min -0.832 19 -0.047 21 -0.582 20 1912e-3 20 -1.768" 18 487le4 18 2651 N138 I max 0 18 0.001 20 1 0 21 9.225¢-3 21 1 3.406e4 1 18 1.243e.2 19 266 min 0 19 -0.006 21 0 20 -9.358¢-3 20 -6.256e4 19 -1.235e-2 18 267 N139 mex 0 18 0.001 20 0 21 9.237x3 21 6.475¢4 18 1.24e-2 19 268 min 0 19 -0.006 21 0 20 -9.319e3 20 -8.9946-4 19 -1.239e-2 18 269 N140 max 0 18 0.001 21 0 21 9.346x3 21 3.713¢4 19 1.238e.2 19 270 min 0 19 -0.006 20 0 20 -9.218e-3 20 -8.55404 18 -1.246¢-2 18 271 N141 mex 0 18 0.001 21 0 21 9.322x3 21 6.48984 19 1.239a-2 19 272 min 0 19 -0.006 20 0 20 -9.244e3 20 -8.9956-4 18 -1.239e-2 18 273 N142 max 1.427 18 0.038 20 0.857 21 1.351x3 20 4.662e3 19 1.975e-3 18 274 min -1.388 19 -0.155 21 -0.839 20 £.76le-3 21 -6.322¢-3 18 -9.137¢-3 19 275 N143 max 1.385 18 0.038 21 0.856 21 13.6628-3 TO 5.84763 18 1.7888-3 18 276 min -1425 19 -0.149 20 -0.84 20 -1.456e3 21 -5.053e-3 19 -9.31463 19 277 N144 max L588 18 -0.028 21 0.932 21 -1.688e3 21 4.227e3 19 -2.14e3 18 278 min -I.M6 19 -0.076 20 -0.914 20 -3.34¢-3 20 -6.09e-3 18 4.74e-3 19 279 N145 max 1.543 18 -0.028 20 0.93 21 3.4230-3 21 5.57e-3 18 -2.148x3 1 16 28011 1 min -1586 19 -0.082 21 1 -0915 20 1797e-3 20 1 4.5963 19 A745e3 19 2811 N146 I max 1 1.294 1 18 1 0.104 21 1 0.779 1 21 1 3.627x3 21 1 2.915e3 19 8.344¢4 19 282 min -1.268 19 -0.191 20 -0.769 20 -7.851¢-3 20 4.241x3 18 -667 4e-3 18 283 N147 max 1.266 18 0.101 20 0.7]8 21 O.Wme,3 21 3.]]263 18 9.795x4 19 284 min -1.293 19 -0.198 21 -0769 20 3.435e3 20 -3.11163 19 6sue-3 18 285 N148 max 1.426 18 0.037 20 0.84 21 1.456x3 20 5.545e3 19 9.262e3 18 286 min -1.388 19 -0.151 21 -0.858 20 -6.694¢-3 21 4.723x3 18 -1745e-3 19 287 N149 max 1.384 18 0.038 21 0.839 21 6.741e,3 TO 4.2748-3 18 9.0698-3 18 288 min -1425 19 -0.155 20 -0858 20 -1.363e3 21 -5.957x3 19 -1917e-3 19 289 N150 max 1.587 18 -0.029 21 0.916 21 -1.802e3 21 5.235e3 19 4.623e.3 18 290 min -1.546 19 -0.062 20 -0.932 20 -3.43¢-3 20 4.224x3 18 2.287e-3 19 291 N151 max 1.542 18 -0.027 20 0.914 21 3.338x3 21 3.80le-3 18 4.6188-3 18 292 min -1.586 19 -0.078 21 -0933 20 1 676x3 20 -5.6963 19 2 28e-3 19 293 N152 max 1.294 18 0.101 21 Or 21 3.454x3 21 3.563e3 19 6]98¢3 19 294 min -1.268 19 -0A% 20 -0.779 20 -6.08e-3 20 -2.875x3 18 -1.106x3 18 295 N153 max 1.265 18 0.105 20 0.769 21 7.853x3 21 2.63a-3 18 13.9013¢-3 19 296 min -1.293 19 -0.192 21 -078 20 3.625e3 20 -3.981x3 19 -94]64 18 RISA -3D Version 19 [ Antenna Frame Spend - Extended -Upda... paw o W he, A U is .A _ ., t k ' o Wloi d U _ e0fsery or H€ LIBERTY TECHNICAL DATP wo PULTRUSIONS 1575 Lehanon all aped • wY[ Moleirl 161 • Phone 412466aill • Pu 412465a640 •.w liMnyp,jflreo nscom 1810 Diamond Sbnn1 • Ban Mno05, CA Pass • Phone 760]4483]1 • Fox ]60]44.0201 Designing Liberty Pultrusions FRP Composite Structurals (const) SUSTAINED ELEVATEDTEMPERATURE USAGE Sustained elevated temperatures can reduce the mechanical properties of FRP composite structurals and most be considered in structural design. This estimated metal of these properties as related to temperature a listed below. Sustained Anthill Temperature uearrywnrvtlmrs Alleges Fa Poll IFaI>mwariN uh.rry Punm.rtn. ohneln0 now' maMl a0 100% 100% 10OF 100% took, 120F e3% 95% 140F 6I% 93% 160F Net RemmmeMed ]2% 169F Not Recommended 61% 200F Nd RecommeMM 50% The span tables contained in this data guide do not account for sustained elevated temperature usage of FRP structural shapes. Please contact Liberty Pultrusions Engineering formalher Internalon. FACTORS OF SAFETY It is recommended that the following faders of safety be used far FRP structural design: Rachel Stral 2.5 Shear SlrengN a0 Compressive Sgangth 30 Tensile S[rengN 3.0 ' Bearing SfrengM 40 11 Connections - 4.0 MINIMUM EDGE DISTANCE AND FASTENER SPACING It is recommended that the following minimum edge distances and Warner spacings be used for FRP armatures: �Edge Distance (OM) 3.0 X Fastener Diameter F'tlgx Distance (sae) 2.0 X Fastener oiarilewr SVocmg sn % Fasmrsr oiame MANUFACTURING TOLERANCE Liberty Pultmslons Structurals are 'manufactured per ASTM D 3917, Standard Specification of -Thermosetting Glass-Ralnfocod Polymer Pomaded Shapes. FLAME SPREAD Liberty Puluusions Potygios F add Liberty Pultrusiona. Polyglas C have a flame spread rating of 25 or less when tested per ASTM E-64. r Liberty Puitrusiens advises that the numerical flame spread classification a act intended to reflect hazards presented by this or any other material under actual fire conditions. STORAGE AND HANDLING Storage and handling of pultruded structural shapes shall be done in a manner to protect against physical damage and premature contact wiN moisture and UV radiation. All portended structural shapes shall be shored he prevent brealmge, cuts, cracks, bends, twills, and dents. It is recommended that the pultluded structural shapes be stored above ground and covered with a waterproof, opaque material. PRODUCT SELECTION When choosing Liberty Pultruslons FRP composite structurals, consider sekc%ng stack shapes, since they may be more readily available and economical. LFlib"lPuritanical WFhav®nDa,cu sywtowWP�nR aible fg+cvu c :aawhmLL Faq+Ne coin, None aeuNmWyColo,Mi=en TD -122-7/1999 , 2B o.Rheerq d U _ o LIBERTY TECHNICAL DATA PULTRUSIONS 1525 Labamn Sahwl Read • Want MitKPA 1512 2 9 4 6 4 • Prune 412466.0611 • Fnx 4124608940 • vmviioerlypultrusons.com 1810 Dimond Street • San Maws, CA Real • Phone 250 .241.6921 • Fax '60.'440201 10000PSV2.5 FACTOR OF SAF EY =4000P51 Ph Sical PPO ertieS ALLOWABLE FLEXURAL Y P MECHANIf.AE COUPON Ultimate Tmaal le strength ASTM D4 t36 mptuemal PSI 39,60, 30,,,0 30,000 25 ASTM 663@ Transverse PSI fi,500 2,000 , 6,500 Tensile Modulua ASTM D-638 Longitudinal PSI24o0 11P 2.6 x 10° 24 x 102 Perpendicular M MSS Transverse PSI 0,8xz 0.8 xla Obx 1M Ultimate Compressive Strength ASTM D-655 Longitudinal PSI 30,000' 30,000 30.000 ASTM D-695 Transverse PSI 15,000 16.000 15.000 Compressive Modulus ASTM 13495 Longitudinal PSI 2. x 100 26x 106 2.3 x 100 Beige ASTM D 695 Transverse PSI 0.8 106 la x 106 0.6 x 106 Ultimate Flexural Bull ASTM 6250 Longitudinal PSI 30,060 30,000 30,000 ASTM 6790 Transverse PSI 10,000 10650 10,000 Flexuml Modulus ASTM D 750 Longiluunel P51 1.6 x 106 1.6 x 10, 1.5 x 1C' ASTM D790 Transverse PSI D8 x 106 0.8 x 106 0.6 x 106 Impact Strength -.sisal ASTM D 256 Longitudinal Fl Ill25 25 x 10 25 25 ASTM D-256 Transverse 71 split 4 4 4 Hartness - Barrel ASTM D-2683 Perpendicular 3'. OTHER So 45 50 4500PS /3 FACTOR OF SAFTEY=150OPSI / Moamus of et� ,,,,, 2,5 x 1a 2.8 x 1nr 25 x 10 _t ALLOWABLE SHEAR j^' HEECERIC Electric Strength Shod Turns ASTM D-149 Perpendicular vowirml 200 200 20C (In Dil) ASTM D-149 Parallel KVlln. 35 35 3'. OTHER Thermal Co eflclent of Expansion ASTM 6149 Imp adinsl I1 • 5 x 10" 5 x 104 5 x 104 Thermal Conductivity Innglludinal BTWW/ 4.0 40 4.0 sq Mini Flame Class -UL 94 V-0 Flame spread (UL Tunnel Test) ASM E-84 25 or less 25 or less Water 24 Hours ASna D-570 Longitudinal Is 0.6 Max 0.6 Max 0,13 Max ryAbsorytbn. ASTM D-792 Longitutllnal DCeen!rri(StandaN) I 0.0856 0,0656 Dslin? DDliva ak Beige The dome data is based on results achieval in test methods Idberty Pultruaiom aeruceaxals are indaeaml ane is provided for Inman son purposes only. available In roe hllowing gain sye[aos: ONering informal 5trupo l Lerlgtlls: 10 or 2(I h+I1,.0 PoANas F'Flra Feleka2 WyxYes oxy Qbr in. Special lengths gWtetl on request xur itlyrJaa M: NonFnPMrpanl, PolW rnFe Gb T6122-2fIBB9 6. •FRP COIPIPOSITE SSNUCTURALS= Y - Section Properties �olxz,- r Y i b EQUAL LEG ANGLES LIBERTY TECHNICAL DATA PULTRUSIONS 15]5 School We41 1611 -3494 912-08&8811 • 4tY.Q66.6690 umftllbeCypNlrusione.cmn SIZE' t Dpamo . 5 1610 MlamoN Street •Sen Matma. CA 82W8 , CA o O.7 Pbone ]90 ]M.&A]t Pax ]90.]44.0201 601 I Y - Section Properties �olxz,- r Y i b EQUAL LEG ANGLES Selecfetl SbucNrel SSapes. OMer sNepes Ava2ada. Gbaty Putcrusioeu stcurnuals are ava0able ta tiu fo0orring min sys<am9: • Pofrgna F. Fn PeleMai(PoY/eM{GnY IXbr PNySbsR Fre flsRNaM, Y�MI F5er.9eys Calor Ycryyha M: W�Fiie netlrpenL Polyeder. GRwfdoe A PHYSICAL PROPERTIES SECTION PROPERTIES DESIGN PROPERTIES b SIZE' t A A NON. MR I AXISX 5 - X off r xory AXISY-Y I r b J in in M° Ib6. n• ine in In ine in 1 1 1/8 0.22 0.17 0.02 003 0.30 029 0.01 0.19 8.00 0.001 1119. 1/B 0.29 0.23 0.04 0.05 0.3] 0.35 0.02 0.24 10.00 0.002 1114 W16 0.42 0.33 0.06 0.07 037 0.37 0.03 0.24 6.67 O.M 11Y2 1/8 035 028 047 0.07 OAS 0.41 0.03 0.29 12 W 0.002 11/2 W16 OSl 0.40 0.11 0.10' 0.45 0.44 0.04 0.29 9.00 0008 11/2 1M 0.6] 0.53 0.13 0.13 a." 0.48 0.06 029 S.M 0.00] 2 &16 090 0.55 0.27 0.19 0.61 0.56 0.11 0.39 10.07 0.000 • 2 114 0.92 o n 0.34 0.24 OBD 0.58 0.14 0.39 8.00 0.020 -3 1/4 '1.42. 1.12 1.18 054 0.91 082 0.49 0.59 1200. 0.030. m -.209 1.65 1]0 0.80 0.90 0.8] 0.]0 0.58 8.00 0.= •4 114 1'.92 1.51 294 1.00 123 1.0] 121 0.]9 16.00 0.040 '4 3/6 2.89 2.24 4.26 1d8 1.22 1.12 1.]5 0J8 10.67 DAM 6 318 4.34 3.42 14.85 338 I,W 1.60 6.0] 1.18 16.00 0.204 6 1l2 5.]2 4.50 19.38 4.46 9.64 1.66 Z82 -1. R 12.00 0.460 Selecfetl SbucNrel SSapes. OMer sNepes Ava2ada. Gbaty Putcrusioeu stcurnuals are ava0able ta tiu fo0orring min sys<am9: • Pofrgna F. Fn PeleMai(PoY/eM{GnY IXbr PNySbsR Fre flsRNaM, Y�MI F5er.9eys Calor Ycryyha M: W�Fiie netlrpenL Polyeder. GRwfdoe A FRP COMPOSITE STRUCTURAL9�i i LIBERTY TECHNICAL DATA w� PULTRUSIONS ----'---- I -x 1575 Lebanon school ROM • west K"Ir,PA 151228464 • PM1one 412.4668511 • Fax 412468.8640 www.liooriv9AVuslOnecom 1810 Flmnond Sbs01 • Sen MareO& CA 92WR . From 169144.6371 • Fax 780144.0281 b 1 Y PHYSICAL PROPERTIES I t a x� ----'---- I -x SIZE A b T I S r Aw b 1 J In m Ino lb9 0 �i m in? SQUARE TUBES Section Properties Selected Sinvan l5Wa OLhor shapes A•raikeere. liberty PWteusiona strucmeile ase available Irrn the(ollowing resin systems: "IMP Flre FdWant Fdynie(Grey Cabr Popplas C: FreFeM1N+n4 MMI PI P$ Color . Polyylea M: NonF,,RMwent Pdlx Moor, COIv TDI 711999 77 PHYSICAL PROPERTIES SECTION PROPERTIES DESIGN PROPERTIES SIZE A b NOM. Mot I S r Aw b 1 J In m Ino lb9 0 ira m in? II 1 116 0.43 944- am 0.11 ao0 - olm 112 1/B 0.68 0.54 0.22 0.29 law 0.370 112 114 1.24 0.98 0.34 0.45 6.00 0.573 1314 1/4 1.49 1.17 0.68 0.66 ].00 0.9]6 `2 1A 0.93 0.73 0.55 0.55 _:0.7310.75 16.00 0.9342 1/4 1.74 1.37 091 ' 0.91 &00 1.542 12.00 5.913 " 4 114 3.74 2.94 8.82 4.41 1 S3 1.75 15.00 }0.937 Selected Sinvan l5Wa OLhor shapes A•raikeere. liberty PWteusiona strucmeile ase available Irrn the(ollowing resin systems: "IMP Flre FdWant Fdynie(Grey Cabr Popplas C: FreFeM1N+n4 MMI PI P$ Color . Polyylea M: NonF,,RMwent Pdlx Moor, COIv TDI 711999 77 d W neargo ,&anthem Pr °°° structural engineers Page :—ul—Date : BOULDER I STEAMBOAT SPRINGS BY: Checked By: 303-84&0497 anthemsbuctural.cam PRE MEMBER D IG�j (DL -ANGLE 2- Q rAt.I W44t) t' Z Os Wrg = WIC Yu�ssuR = 1�.4PSF (Aso1 w h � � 6.SFi -5 PC TRIB WfDTHc 3.125FT lrJ` I�-4PSF'(s•12s�-r)=5�f.3�SpLF M�,ax= wLz(o.i2s) _(sq.s�cplp)(ssFr�2(o.rzs)_Zo6�l-F Amax= wL(5/s)= (e4s�cPtf�'s.s�(5/s)= 19e.9#p r k5IRP L 3+c 3x s/8 Sx=O.�Wy A = 2.aq it47 f6= M - 206 I =3a9opsl < 9cno�I f°k Sk 0,00 -Fy= 186.94t 2. o9wz ' 89.9PS1 <�soo�sl ✓°k Rr, — + 99 A - 0.8321 <_ I 0 V °K Ott 1500 o WM1earq d U structural engineers BOULDER I STEAMBOAT SPRINGS 303-848- 97 anthems aural.mm ALSO Ci5cR7HE CI&WCTiONa R-�A=nI* {RS c 37.°# Rc : Ifl-IF Page __W— Date: By: Checked By: i °:k C 6sodk ALc ABLE Fm vz°4s Mp E°L—r Usk �p �3x3><g� W neargo U d .' e`do;��P Danthem structural engineers BOULDER I STEAMBOAT SPRINGS 303-848-849] anthemstructural.con 2O L-6NGL5 W/CArT(. rt jps Page —Of— Date: BY Checked By: SAME+ WIND L40AX73 Ar� Q A �. 61-11W W= 54.3�sPW (0441_ As(D). Job k: A"JS}L` ZE AS A GV1-IERAI- $EAM ISI EFWt:RcA-c TZ+ OaT 714E MAW;Lim H0ty 4Ts it SHgA 2z. 201.9-#1: RA = 290* Ra' 359# T12-( L3x.6x %q Fzp Sx 0.94[4)5 A= I.421hz fv� M = -1= 2 = 42ee.e9�s[> 4CC4p=[ Nor olc. Sk 0.c-+QIro LU 3yr 'I;tzv Sx = 0.90ih3 A Z.oq[n� A 1.og& - o WM1earq A U eanthem "°R"' J� be i orad Page: of_ Dah structural engineers BOULDER STEAMBOAT SPRINGS By: checked By 303-84&869] anthemstructural.mm :L+ -Fv l 1.0 28 s s c 32 ALSO CHFC-r 7-e coNNEc-Wc ls: Rs = 3s6fk. iso# <6SO* ALLOWASLF_ Use �RPL3k3x�a General Beam i Span 01 Span Length: 5.50 ft Ara= 10.011 Moment oflnom = 100.0 InA4 Span Span Length= 5.60 ft Am= 10.011 Moment oflnom = 100.0 InA4 Applied Loads Sarvim losing ante nd. Load Faclon will Le Ladsonaksans... Undolm Load on ALL spare: D=001740 kA Tdkmanwldm =3Uz5 n I4*111"PlIfl Vi Madmum Bending= 0.20611 Dm D 0.1869 k Load Combination DOnly Lad Cmnbina50n DOnly Span a all maximum occurs Span aI Span a Anne maximum occurs I I s�-saon 5500fl apw�-swn 5.500 fl Maximum Dailec0on l Applied Loads Sarvim losing ante nd. Load Faclon will Le Ladsonaksans... Undolm Load on ALL spare: D=001740 kA Tdkmanwldm =3Uz5 n I4*111"PlIfl Vi Madmum Bending= 0.20611 Madmum Spear= 0.1869 k Load Combination DOnly Lad Cmnbina50n DOnly Span a all maximum occurs Span aI Span a Anne maximum occurs Span#I mason of mamnan on span 5500fl Location of madman on span 5.500 fl Maximum Dailec0on EnMm 0112 Max DarvmvaM Transient Wilmon 0.000 In 0 1 Max ul,..aad I'madem Desecvlon 0.000 In 0 Capp. L= 5.5017 Max D aW Total Deflection 0.000 in 404993 0.21 Max U�rd Tinel Deflection 0.000 in 6291599 Maximum Forces A Strias for Load Combinntions 2 0.0001 3215 0.000 am LOW ComOinellon Max Stress Na Ws Summary NMomem Values )k -fl) SM1earVill (k) Segmem Len9m Span# M V Msall Ml Ma-AMa Mm Mn lnepe CE IM Va M1h Vv VW0sl 0*nll MA%Imum EnMm 0112 Diane MMMpm Capp. L= 5.5017 1 V.12 -0.21 0.21 0.19 Capp. L= 5.5017 2 0.12 -0.21 0.21 0.19 Donry Nis. L= 5.5017 1 0.12 -0.21 0.21 0.19 Nis. L= 5.5017 2 0.12 -0.21 0.21 0.19 .o.60D Dapn. L= 5.5017 1 D.07 0.12 0.12 0.11 Dili L= 5.5017 2 o07 -0.12 0.12 0.11 Imi WMi>l n Span Max '-°DM Local In Stan mil Domtkedon Mm. w Dan Irc¢tim in Sp 0 Day 1 0.0002 232] 0.= On 0 Daly 2 00002 3215 0.00w 0.000 +0600 2 0.0001 3215 0.000 am Msrdal Rxdlons suppHnMatla:Ferlenbfl veMwln aps LadC Maanadon SUP" l Sul Saadi �P lVol 0.112 0.374 0112 Diane MMMpm D wry 0.112 0.374 0.112 mmD aw 0.334 0067 d W neargo ao � &anthem structural engineers BOULDER I STEAMBOAT SPRINGS 301 anthemstroauraLcom Project °" W:�D��]OaTi{loi ZO-O(pq Page :_of _Dow 9/3Q/21 BY SM%/ Checked By. Client. -�- PRP Nti•E'MBEiZ A>✓sl ->til "Iss SEAM legi. t.NPS Use Ow LoAas {-RaM BEAM O ANb APQLY ljiEt`T To Mr -HSS MEr16sIZ �PI �P2. �P3 47 RA fIZe a l i �1= IIIA P2= 3-70* AAP3 = I I I * t'cAIALYttE As A GEN PAL t;M. IN EwMWIALC TO afT MA rmL;m %1CHE�,NJTS 4 sHfFae2 Hmax= 3G;l RY Mf j 4x x = 4.41411 A= 3.7411 fb = M = 6 y-F�r Gaze+/,� = 968. :7- < gomps� ALwwAj?Lf Sk Pul Iscbpri f4LlolrJRCI.E. d W neargo °m, s n� ,&anthem Page" °°# Pa structural engineers _Of Date' BOULDER I STEAMBOAT SPRINGS By Checked By. 303-808-8497 anthemetruttural.com +y L 1.0 -968.}p5i .SFsi_ =028 L I.a /or- Fait Inlreit4cTw4c*Fo4- 4Oro psG Isoopsi A.soc+georTpe CoNNEcn*js: RAz7 - 300{ '�Q O C 6504 ALuwA&.E CA",4arry � %2" o FRp 8oL j ALSO 1kY 9zF s> s3 Jg- sx� 2-33W3 Az 2.'}4 INz f6- 35(o(12) ; 1053.5ps[ G 9 cbapsl fe 2 83 -Fy= X05$ -. 6.52 < 1500 ps1 ✓aK 2.�1} J- tzk V 835.6 + 67.e2 = O. SCJ < I.Q ✓ok ,1000 I scro P 3E FRPH5LT 3x 3x �/g General Beam General Beam Properties Elastic Modilus 29,000.0 kc Lmd Comdnation DOnly Span p whom maximum omure Span#2 Spanpwheremadmumoccurs Span A2 Span al Spun lengin= 2208% Area= 10.0 in"2 Moment of media= 100.0 InI Span a2 Span lengm= 6.583% Area= 10.0 in"2 Moment of Inertia= 100.0 Ini Span 0 Spun lengm= 2208% Arm= 10.0 I1 Momentoflnedia= 100.0 Ini add 111) 0m037) Om ill) 1armin-2mil a�.—a �a 1apmn—,�. Applied Lwds service mane annuaa. Lead ramore will ea Laatlls) for Span Number Pant Load: D:: D1110 k @ 0.0 ft(P1) Lmdls) for Span Number Pam toad: D=0.370 k @3.292f (P2) Loads) for Span Number Pal D=01110k@2.208ft(P3) Load C nnbinatlon DOnry Lmd Comdnation DOnly Span p whom maximum omure Span#2 Spanpwheremadmumoccurs Span A2 Location of maximum on span 3,M3f Immon of madmen on span 3.333 ft oximum Defected 036 019 Max Downward Treatment Watlicn 0.000 In 0 Max Upward Traneiem Deflection 0.000 in 0 Max Downward Tonal Deflected 0.001 in 150705 Max Upward Tend Deflector -0.Om in W374 Dydn L= 211 ft 1 -025 025 018 Nn L= 058fl 2 am -025 036 019 Dain L= 211 ft 3 -025 025 011 Danry Dr{n. L= 2314 I AM 025 018 Dryn L= 058fl 2 am -025 036 019 Dr{n. L= 211 ft 3 AM 025 011 +060D Dr{n. L= 211 ft 1 Ala 015 011 Dryn L= 058fl 2 021 4,15 021 011 Dr{n. L= 211 ft 3 Ala 015 Om Overall Maximum Dermallons Lad Domination Spen Max 'Den Located In Spm Loeb Combeetlen all 'o Dee Iantlm in Span 1 0.0000 0060 DDny 4.0001 1.174 Danis 2 e.0aw 3333 0.0000 1.174 3 0.0000 3333 DDny 4.0001 1.062 Maximum Deflections for Load Combinations Loci Combination Span Max. Doxamed Dall LasSrn In Span Max. upward CeB Lwsllm in Sind Danis 2 0.0005 3.333 0.0000 0LW General Beam Maximum eeaedions for Load COmbindions Lrei GMLYalion Span Max.W wndM 4adn In Span MaI llWAM L iw in Span ,Oma 2 0.0003 3.333 0.0000 0.w Vmtiwl Readions Supponnmation rananisxi Vabam ars LreiCMbhAon SupwI 9 pI12 S pI13 Suppan< aeMlM rnum 0,2a8 0.2% O ndl All D any 0s88 02% wW) 0.178 one o mNho, d U _ o Anchor Fastening Technical Guide, Edition 19 e'�ng03 2.5 HIT-HY 270 HYBRID FOR MASONRY CONSTRUCTION PRODUCT DESCRIPTION Ill VO with Threaded Red, Rehab and HM.N/RN Inserts Anchor Syelem FeaWmand Beneflb Will HIT HY 270 �1I!� Carridge ud W l e a TIN HAS Threaded Rods Reber �AN OW HIT HIS-N/RN Inlestabletwo-component horrid adhesive mortar For use in Shared and ungrouted concrete sorry blade walls, solid and bellow dick wells and condescended mull-wythe brick area reaenetl to as unrourfor ed Tampon URM. IGG-Es approvetl for graN-filled and untrromed command mersorry and ounce bock ICG ES approved for unannounced masonry (URM) No hole cleaning requirement when inmwil with SMeM m holler d0ll bit technology ft A GrouLille! Ungrouted Hallow bock Unreinforced Hollowcore Seismic Design Hollow drill bit concretemasonry concrete masonry masonry concrete categories A -F Approvah/lledtgs ICG ES IIntemationtl f Sce f Sunclp ESR4143 in hollow and grout -filed CMU and hollow tock Few W-ESACdB Efill'ad unreinfwarl nexnry per ICGES AGES European Technical Approval ETM13/1036 any of Los Angeles 2017 WBC Supplcred(wHM1In ESR1103 and ESR -4140) nooda BulMing Cape 2017 FEE: Supplement(wXIJn ESR -0143) w/HJHZ U.S. Green Bunking Goal TEEM Crednta 1-uow Emiitig Manerose MCM1tt Pollmlrg TMneal Guink Editim 1913.0 WSHORING SYSTEM 13.25 HISW YIO HYBRID FOR NASCNRV GONSTRW110N 219 pro. Iiol1�800,a79.0W0l as npaMlI wevio csm l Hiu oduccel cupmatim l ww.hiN.com l I me"Si Table 15 - HIM HIT-HY 2T0 allowable adhesive bond loads for threaded o Wheargo u "ry Y . 1.3 e0'44rb9 0 Nomlrel 1.695 655 .9 5/B 96/4 (248) 2,165 .61 (9 60 ) 0 (203) 13 (330) 1 Fo°, co';°a Minimumbroiling announce 5/8 or x 5 rd Load anchor diamond In.in. EXedlve EmRdmeni (mmp Tens Ib (kN1 Sher Ib(kid in (mm) Critical in. (mind Minimum In(mm) retluc90n factor in tensions reL:Udon facies in shears Anchor installetl into they face of brick nawrry wall' reaction 1 Gl/4Qfief 690(39) 666(25) eigare 10 L -ANGLE DRAG LENGTH = 7FT 099 100 3/8 (246) anchor In 1 540 (6.9) 695 (4.0) 0.99 0.75 121 6-1/4(180) 1 1,430(6.4) 655(2.9) 0.58 0.75 6-1 4 1 1.695 655 .9 5/B 96/4 (248) 2,165 .61 (9 60 ) 3/4 4(102) 1 16 (40q 1 6(203) mecanry Nominal anchor diareler un.) or brow Size Embedment in (mm) Minimum wall hickness in.(mm) r slan lIn(kN) 5 Aonwa6la I PER RISA, MAX REACTION AT ROOF LEVEL is 2880# ASD 0 (203) 13 (330) 1 Fo°, co';°a TOTAL DRAG LENGTH =20FT 5/8 or x 5 7 3/4 or 06 1,000 (a-4) e I -red! III 2880#/20FT=144PLF Nominal erchor diameter Ila.) sure and ase defended loran adjacent antlnas/ Tension to (1111) Share It(kNp must be handed by the appropriate said reaction 1 13 WO) 12M (6a) 1,009(4A) eigare 10 L -ANGLE DRAG LENGTH = 7FT HY VO with «dowel In 144PLF(7FT) =1008# TOTAL anchor In 4 ANCHORS is 655#(4) = 2620# 2620#>1008# THEREFORE OK an, MW Table 15 - HIM HIT-HY 2T0 allowable adhesive bond seismic loads for threaded rods and reinforcing bars in reinforced brick masonry' 'A Cornmearion A- SFaxr anchor or offer eodi Nominal anchor diareler un.) or brow Size Embedment in (mm) Minimum wall hickness in.(mm) r slan lIn(kN) shear Ild(Md' 1/2 or n 4 0 (203) 13 (330) 1 500 (2.2) 5/8 or x 5 750(3,3 3/4 or 06 1,000 (a-4) Configuration B-22b5c combination anchor Nominal erchor diameter Ila.) Embankment In. (mm) Minimumwwlthielaresa In. (mm) Tension to (1111) Share It(kNp 3/4 Within 1 Inch of opporstewellaurhe°e 13 WO) 12M (6a) 1,009(4A) 1 Minimally loads accordance with rswIts AC60uceeM1m Msb irtliceh Mnlmum madr¢irerybM1d50 pal. 2 Allowable lcfirean°oer nomas 11pernmwilh lch M snake eQdi 419,n Qsr vafunorvtermbeaiy is MWE nabsaeywi oreulhquW. 4 AncM1ors mucl beledMlnmskerv°MiM1 Ne wiMnen6NIEECea VCgc ,no 234 MCMr Fecann9 laminal Gulae Ed11on 19130 ANCINXING SYSTEMS 13.2.5 Ill 270 frim had MASONAN GYINSTRUCTIM Hil Iia. (LLS)1-BM40 cNv0I an npeld 1�vvca7?5" 1 wwn+hnl.mm 1 Hik (Cavities Cmgxtlion IwwxaiNl.cdn 11AL0333-4450 DIVISION: 05 00 00—METALS SECTION: 05 05 23—METAL FASTENINGS REPORT HOLDER: ITW BUILDEX EVALUATION SUBJECT: ITW BUILDEX TEKS° SELF -DRILLING FASTENERS IC�� ICC�_ IC�FC� P "1014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidlaryof c;ttkvuwr ICC -ES Evaluation Ripon, are not to be construed as representing aesthetics or any mhei attributes nor specifically addressed, nor are they An be construed as an endors usent of nu subject ofthe repori or a rdwmme&gim �n /or its use, us There ¢ no warranty by ICC Evaluation Service, LLC eryress or Implied, as ro any fr ingnjr. o�ther minter in this report or as to anypeoduct covered by the report I/ Copyright c 2018 ICC Evaluation Service, LLC. All rights reserved. eO q/g Os'i`s� IMES Evaluation Report ESR -1976 Reissued July 2018 This report is subject to renewal July 2020. wwwAcc-es.ora 1 (800) 4230587 1 (562) 699-0543 A Subsidiary of the Intemallonal Code Council* DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings REPORT HOLDER: ITW BUILDER EVALUATION SUBJECT: ITW BUILDER TEKS* SELF -DRILLING FASTENERS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2015, 2012, 2009 and 2006 international Sulldllig Codes(IBC) • 2015,2012, 2009lnternalional Residential Code (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t hhe AD IBC Is based on the 2009 IBC. 2009 IBC cars m¢4wrs rerereriwd In this remot ere the same severe in the ADIBC. Propertyevaluated: Structural 2.0 USES The ITW Buildex TEKS° Selfdnlling Fasteners described in this report are used in engineered or codaprescrila d connections of cold formed steel framing and of sheet steel Meeting to cold -formed steel forming. 3.0 DESCRIPTION 3.1 General: ITN Buildex TEKS" SelfEtllling Fasteners are selfdriling tapping screws complying with the material, process, and performance requirements of ASTM 01513. The screws have either a hex washer head (HWH), an MH with serrations, or a Phillips (Type II) pan head. The caress re fully threaded, except where noted in Table 1, and Me screwsthreads comply with ASME 31864, and the screws' call point and Rules are proprietary and are designated as III TEKS2, TEK513, TEKSl4, TEKSl4.5, and TEKS15. The screws have nominal sizes of No 10 (0190 inch). No.12 (0216 inch). and '14 inch (0.250 Inch). and Ien9lhs from i2 inch to 8 Inches (12.70 mm to 203.20 mm). Sae Figures 1 through 3 for depictions of Me screws. Table 1 provides screw descriptions (size, Md. length), nominal diameters, head style, head dlameters, point styles, drilling capacity ranges, length of load-bearing area and coatings. 3.2 McWrial: ITW Budtlex TEKS" Self -drilling Fasteners are case- hadened from carbon deet conforming to ASTM A510, Caparghtil2D191CCEvatuetlansearral. AIrNM¢refemd. Grades 1018 0 1022, and are heat-treated and case, Incident to give them a hard outer surface necessary to cut internal threads in the joint material. Screws are coated with corrosion preventive coating identified as Climaseaa. or are plated with eledrodeposited zinc (EZinc)complying with Me minimum corrosion resistance requirements of ASTM Fl 941. 3.3 COM4ormed Steel: Cold -fainted steel material must comply with one of the ASTM specMcallons listed in Section AZIA of AISI 510012 and have rhe minimum specified tensile strengths shown In Me tables In this report. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Screw thread length and point style must be selected on Me basis of Undress of the fastened material and thickness of Me suppoNng steel, respectively, based on Me length of load-bearing area (see Figure 4) and drilling capacity given in Table 1. When tested for corrosion resistance in accordance with ASTM B117, the screws meet the minimum requirement listed in ASTM F1941, as required by ASTM C1513, with no "Re corrosion ager three hours and no out hurt after 12 hours. 4.1.2 Prescriptive Design: ITW Buildex TEKS Self - drilling Fasteners described in Section 3.1 are recognized for use where ASTM C1513 screws of the same size and head styleldimension are prescribed in Me IRC and in Me AISI standards referenced in IBC Section 2210. 4.1.3 Engineered Design: ITW Buildex TEKS® Self - drilling Fasteners am rearognized for use in engineered connectors of cold formed steel construction. Design of the connection must comply with Sedion E4 of AISI 5100 (AISI-NAS for Me 2006 IBC), using the nominal and allowable fastener tension and shear strength for the screws, shown in Table 5. Allowable connection strength for use In Allowable Strength Design (ASD) for pullout, pullover, and shear (bearing) capacity for common sheet steel thicknesses are provided in Tables 2. 3, and 4. respectively, based upon calculations In accordance with AISI 5100 (AISI-NAS for the 2000 IBC). Instructions on how to calculate connection design strengths for use in Load Resistance Factor Design (.RFD) are found in the footnotes of Mese tables. The connecdon strength values are applicable to connections where Me connected steel elements are in direct contad with Donee another. For connections subject to tension, the least of the allowable pullout, pullover, and fastener tension strength found In Tables 2, 3 and 5, respectively, mud be used for design. o` W heart 9_ finau ;.,vox. i 0O�rgDarrel Pass las ESR -19761 Most Widely Accepted and Trusted Page 2 of For connections subject ro shear, the lesser of Ste fastener shear strength and allowable shear (bearing) found in Tables 5 and 4, respectively, must be used for design. Design provisions for tapping screw connections subjected to combined shear and tension loading are outside the scope of this report. For screws used in framing connections, in order for MO screws to be considered fully effective, Me minimum spacing between the fasteners and Me minimum edge distance must be three times Me nominal diameter of Me screws, except when the edge is parellel to the direction of the applied force, Me minimum edge distance must be 1.5 times the nominal screw diameter. When the spacing between s s 2 times the fastener diameter, the connection shear strength values in Table 4 must b0 reduced by 20 percent (Refer M Section D1.5 of AISI 5200). For screws used in applications other than framing connections, Me minimum spacing between Me fasteners must be three times the nominal screw diameter and the minimum edge and end distance must be 1.5 times the nominal screw tliameter. Adtlitlonally, under Me 2009 and 2006 IBC, when Me distance to the end of Me connected pan is parallel to Me line of Me applied force, Me allowable connection shear strength determined in accordance with Section E4.32 of Appendix A of AISI 510007 or AISI- NAS, as applicable. must be considered. Connected members must be checked for mature in accordance with Section E6 of AISI 5100-12 for MG 2015 IBC (Section E5 of AISI 5100-O7162-10 for the 2012 IBC; Sedion E5 of AISI 5100-07 for the 2009 ISO). 4.2 Installation: Installation of ITN Buildex TEKS® SaS-drilling Fasteners must be in accordance with MO manufacturers published Installation Instructions and this report. The manufacturers published Translation Instmdbns must be available at the jobsite at all times during installation. The screws must be Installed perpendicular to Me work surface, using a screw driving tool. The installation speed for '/4-mch TEKSr3, 14 -inch TEKSI& and #12 TEKS/5 screws should not exceed 1,800 mm; the installation speed for all other screws should not exceed 2,500 mm The screw must penetrate through the supporting all with a minimum of three threads produced past the back side of the supporting steel. 5.0 CONDITIONS OF USE The ITW Buildex TEKS" SelfArlling Fasteners described In this report comply with, or are suitable altematives to FIGURE 1—HEX WASHER HEAD (HWH) ? FIGURE 0—PHILLIPS PON HEAD Met is specified in, those codes listed in Section 1.0 of this report, subject to Me following conditions: 5.1 Fasteners must be installed! In accordance with the manufacturer's published installation instructions and MIs report. In the event of a conflict b recon this report and the manufacturer's published installation instructions, this report governs. 5.2 The utlllution of the nominal strength values contained in his evaluation report, for Me design of cold -formed steel diaphragms, is outside the scope of this rept". 5.3 The allowable load values (ASD) specified In Section 41 for screws or for screw connectors are not permitted to be Increased for shod duration loads, such as wind or earthquake loads. 5.4 Drawings and calculations verifying compliance with this report and the applicable code must be submitted to the code official for approval. The drawings and calculations are to be prepared by a registered design professional when requlred by the statutes of the Jurisdiction In which the project is to be constructed. 6.0 EWDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Tapping Screw Fasteners (AC118), dated February 2016. rA>•Iaanu�caaaaa 7.1 MW Builtlex III Self-0rilling Fastener heads are marked with 'BX' as shown In Figures 1 through 3. Each box of fasteners has a label bearing the company name (ITV Stildex), fastener description (model, point type, diameter and length), lot number, and the evaluation report number (ESR -1976). 7.2 The report holders contact information is the following TIN BUILDER 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 (800)848.5811 www.Itwbulldec.com technical0meccna.com 1164,111"10 M& �4RVe Haar i FlGURE4iENGTN OP LOAD-Door0 AREA ���'^9 pMs ESR -19761 Most Widely Accepnodand TrusMC Page 3 of TABLE 1-TESKa SELF.ORILLING TAPPING SCREWS' DESCRIPTION NOMINAL (nom. shass ix DIAMETER Im9M) (Inch) NEM STYLE HEAD DIAMETER DIAMETER DRILL POINT DRILLINGCAPACITN (in.) LBNGTHOF LOAD NG AII COATING Min. u. MREA'(I 10-18x31.' 0.190 MH 0400 TEKSM 0.018 0.095 0.220 Chartered! 12-14x311 0.216 MH 0,415 MK5I1 0.018 0.095 0.205 Chartered! '1 0.250 MH 0.415 TEKS11 0.018 0.095 0.380 Chartered! 10-160'. 0.190 Pen 0.365 TEK513 0.036 0.175 0.150 Chartered! 10-18x51.' 0.190 Pen 0.365 TEK513 0.036 0.175 0.200 Chartered! 10-18x31: 0.190 Pen 0.365 TEK513 0.036 0.175 0.325 Chartered! 10-160'. 0.190 MH 0.400 TEK513 0.036 0.175 0.150 Chartered! 10-18x51.' 0.190 MH 0.400 TEK513 0.036 0.175 0.200 Chartered! 10-18x31: 0.190 MH 0.400 TEK513 0.036 0.175 0.325 Chartered! 10-16x1" 0.190 MH 0.400 TEK513 0.036 0.175 0.575 Chartered! 10-16x1' 0.190 Pen 0.365 TEK513 0.036 0.175 0.575 CllmaseN 10.16x ih: 0.190 MH 0.400 TEK513 0.036 0.175 0.825 Cumaseel 10-16x1'1: 0.190 MH 0.400 TEK513 0.036 0.175 1.075 Cumaseel 10-16x'1: 0.190 HNH' 0.435 TEK513 0.036 0.175 0.323 EZlnc 12-14x'1: 0.216 MH 0.415 TEK513 0.036 0.210 0.270 Cumaseel 12-14x1" 0.216 MH 0.415 TEK513 0.036 0.210 OS20 Chartered! 12-14x I'W 0.216 MH 0.415 TEK512 0.036 0.210 0.550 Chartered! 12-14x1112. 0.216 MH 0.415 TEK512 0.036 0.210 0.800 Chartered! 12-14x2" 0.216 MH 0.415 TEK513 0.036 0.210 1.450 Chartered! 12-14x2'12. 0.216 MH 0.415 TEK513 0.036 0.210 1.950 Chartered! 12-14x3' 0.216 MH 0.415 TEK513 0.036 0.210 2.450 Chartered! 12-14x4" 0.216 MH 0.415 TEK513 0.036 0.210 3.450 Chartered! '1.-14x'1." 0.250 MH 0530 TEK513 0.036 0.210 0.210 ClimaeeN '1.-14x In 0.250 MH 0530 TEK513 0.036 0.210 0.400 Chartered! '11 0.250 MH 0530 TEK513 0.036 0.210 0.650 Chartered! '11 0.250 MH 0.530 TEK513 0.036 0.210 0.900 Chartered! '1.-14x2" 0.250 MH 0.530 TEK513 0.036 0.210 1.400 Chartered! '11 0.250 MH 0.530 TEK513 0.036 0.210 1.900 Chartered! '1.-14x3" 0.250 MH 0.530 TEK513 0.036 0.210 2.00 Chartered! '1.-14x4" 0.250 MH 0530 TEK513 0,036 0.210 3.400 Chartered! '1.-14x%I 0.250 HMW 0.610 TEK513 0,036 0.210 0.250 Chartered! 1I 1- 0.250 HMW 0.610 TEK513 0.036 0.210 0.530 Chartered! 12-24 x'I( 0.216 MH 0.415 MK514 0.125 0.253 0.325 Chartered! 12-24 x 1 'W 0.216 MH 0.415 TEK&45 0.125 0.375 0.575 Chartered! 12-24 x 1 'W 0.216 MH 0.415 TEKS15 0.125 0.500 0.375 Chartered! 12-24x1'12. 0.216 MH 0.415 TEKS15 0.125 0.500 0.625 Chartered! 12-24x2' 0.216 MH 0.415 TEKS15 0.125 0.500 1.125 Chartered! '1.-26x3" 0.250 MH 0.415 TEKS15 0.125 0.500 2.150 Chartered! '1.-26x4" 0.250 MH 0.415 TEKS15 0.125 0.500 3.150 Chartered! 'Imn x 5ie 0.250 MH 0.805 TEKS15 0.125 0.500 4.150 Chartered! 'L-28x6ie 0250 MH 0.535 MK815 0.125 0.500 5150 Climaeeal 11,28x111 0250 MH 0.535 MKS15 0.125 0.500 7150 Climaeeal For 3111 Inch = 254 mm. Screw dimensions comply yeah MME B I B e A (nem. adds, = seminal waw use, tip = threads per iM, marsh = irMnl. s Food with wrrznone. ° gIIRp aspects rears Is IM minimum eM memum WWI a1w.aMe IhNMessn 0 malxlM Ne/ mr Is designed to EXIT through. Inclutlrg any space mom, Me byes Lmglh W ImbOeaErg am a IN WWI scddv main minus the adi ficin IN =raw cant to the WNNI Meet See Flgue 4. °PamytmWeh. Wheatq e�wine ON`4 ESR -1976 1 A4osf Wldaly Acceplad epd Traated Page 4 of 5 TABLE 2— !-Ombi TENSILE PULL-0UT LOADS (Pecal poundH rtW " For ala Inch -25A mm, I IN -44 N,1 lea=6fut MPa. 'lune b,mn,whine Me least more Amnal, pullauL pullow5 and latlenr mnaion&rergM Nunn in Tables 21 3, and 5, respecWelybust W used for EaN2n. a hwall5MEeName wawd'amettnwereISMmer in the cecan em ter witmad by Inthe rm'sent. ° ocallowte LRFD[Wm ybr pkat IrembelMani ®n Ee debmdned by and inuaOnp vAM1ntlnkde. 'Torg. -58 /,RFD say, values. mWtlHyvtlue[ In table hilts PSD [¢ally MCo[M90end multlHy again wMlM 1-10 ledor M0.5. Faride ch lral oulagywoea bv!291Nr F.=sSxei, muwgyvalues W!44. °OubMa ddllFg [ega[Xy Ilmlb. TABLED ALLOWABLE TENSILE PULLOVER LOADS (Paulo/,pounds-force''a'4''a Steel Fu=45"1, Applied Fa r Safety, R3.0 Screw Dwlgnetlon Nominal mm"Sr (in.) Steel I =451 Applied! Factor of SaNty, O=SO Design Thickness of Member in Contact with me Screw Head (in) p.018 p.p24 10.038 0.048 Nommed 0.0]5 Deelgn Weinberger of Member" In COMa Mh me Screw Wad (in) 8250 Hex Wasbw Head (HWH) S Dnlgnetlon Dian r O.MB 0.024 0.030 (LOW 0.048 0.080 0.0]5 0.105 0.125 1118] 0.250 1 675 (in.) 111251 12-14,12-24 0.216 OA15 10-16 0.190 44 58 73 BT 116 145 182 254 303 1 NO 11167 12-14,12-24 0,216 'A W 83 99 132 165 2W 289 344 515 889 '14-14,'/,-28 0,250 57 1" 96 115 153 191 239 335 398 1 596 ]8] For ala Inch -25A mm, I IN -44 N,1 lea=6fut MPa. 'lune b,mn,whine Me least more Amnal, pullauL pullow5 and latlenr mnaion&rergM Nunn in Tables 21 3, and 5, respecWelybust W used for EaN2n. a hwall5MEeName wawd'amettnwereISMmer in the cecan em ter witmad by Inthe rm'sent. ° ocallowte LRFD[Wm ybr pkat IrembelMani ®n Ee debmdned by and inuaOnp vAM1ntlnkde. 'Torg. -58 /,RFD say, values. mWtlHyvtlue[ In table hilts PSD [¢ally MCo[M90end multlHy again wMlM 1-10 ledor M0.5. Faride ch lral oulagywoea bv!291Nr F.=sSxei, muwgyvalues W!44. °OubMa ddllFg [ega[Xy Ilmlb. TABLED ALLOWABLE TENSILE PULLOVER LOADS (Paulo/,pounds-force''a'4''a Steel Fu=45"1, Applied Fa r Safety, R3.0 Screw Dwlgnetlon Nominal mm"Sr (in.) Head or Integral Wnkx Dimeler (in.) Design Thickness of Member in Contact with me Screw Head (in) p.018 p.p24 10.038 0.048 0.080 0.0]5 0.105 0125 0.18] 8250 Hex Wasbw Head (HWH) 110-16 0.190 O4N 162 216 270 1 324 1 432 540 1 675 1 945 111251 12-14,12-24 0.216 OA15 168 224 280 1 3% 1 143 560 1 7W 1 NO 11167 11746 2334 14-14,'14-28 8250 OSp3 203 270 1 230 1 405 1 540 1 675 1 844 1 1181 114M 121014 1 2813 MH with Sometime 10.16 0.190 OA35 176 235 294 I 352 1 OO 507 734 1028 1223 11 0.254) 0810 203 270 338 I 405 540 675 894 1181 1406 2104 Phillip; Pan Head 10.10 0.190 03115 148 197 1 248 1 2% 391 493 616 862 110271 For Sr: t inch =264 mm, 11M=4.I N,1 x4=689 MFe. ' Fa retail umbarq th lover of the 9bwtle halcut Ideal and fiarerer beim Sunni found In Tall 2, 3, and 6 rW vYy mug be mal Mr desgn. vAN5NR5ME Stannard some dal wwe wed In the ml[almkm and are lialetl'm the tha e. a Whave le pull -over apadly far other memMr Vacxneas can W meantsed by inreryowing vdNln tlq table. 'To calculate -RFD values, muMply values In lade by Ne ASD safety factor of 3.0 and uoblpN again with the IRFD0 kM[f0 n. scr Fu = 55 Sm muldplyvalun by 129; or Fu=55 xm, mullply vaLu by 144. `oultlde druxrq capmly lab. .dD W nea]q u a e���ya9 O1`�'•pC ESR -19]81 Most W'didy AccurpRadand TmsteE Page5ofE TABU tiALLGWABLE SHEAR (BEARING) CAPACITY (pMAD), Remaki.fohn,14 3'4 5 For 81:1 Inch =25A mm, 11N=44 N.1lot =sun We 'The beer Mede alowtlik atwt (beann9)and the allowable baere[ ataw NreryM bund In Term 4 a 5, remeawly end be dead M dreign. vANSVAOME ebnWN more Cumtlen wen ueN In the calculators and me heard In the tables, dire elbwat!"arng capacity for View marrow thickness can be dommined by clamoring vdlNn th o Nor Yo wluaN IAFD values, multiply values m m!by th ASD wrier IMw of 3.0 and sunny man e1N th L DOMior W 05, Fa F.=58 kel, muhlplynlun by 128: Nr F. -65W. MdbMyvdws by 1 N. °rates, ralun do ml shyly to 5, 5 and f 4am- an9'14-28 w int due bite Rtl tat they are nod (uly Mreatled TABLE S—FASTENER STRENGTH OF SCREWS''z n'k5 SCREW DESIGNATION DIAMETER (In.) Steel Fu =45 ksi, Applied Factor of Safety, WA NOMINALFASTENERSTRENGTH Tensile, On(RH Sher, P. (fid 10.16 $crew De.iennien 10.16 Nominal Diameter (n) 0.190 Design Thickness of memberNot in Contact B�lfieaa (In) 0.01e 2654 Design Thickness of Membx In Contact with fie Screw Head (in) 724 3551 21]1 sole 0.024 0.0an 66 66 66 0.035 M 0.048 o.afio sa 66 0.035GA DECK THICKNESS 13FT TOTAL DRAG PLATE LENGTH 2800#113FT = 215PLF #12 SDST SCREW CAPCITY =152# #12 SDST SCREW @ 6'= 304PLF 304PLF > 215PLF 0.024 102 m2 102 102 102 m2 0.030 111 143 143 143 143 143 DON 120 152 185 186 1 166 0.040 139 168 199 220 2 289 ONO 139 105 213 239 27 404 0.075 139 185 231 251 337 427 0.105 139 185 231 2]] 358 438 570 808 WB 0.125 139 185 231 P] 369 442 571 FDA 962 0016 0.024 71 109 ]1 109 ]1 109 ] ]1 109 71 109 71 71 71 109 109 109 71 109 71 109 125 152 152 138 1]0 205 152 2(10 152 152 152 152 152 200 200 2C0 207 200 152 2C0 152 200 0.040 157 190 223 253 308 308 306 308 308 306 308 12-14 24 6216 ONO 1 157 1 210 240 266 362 430 430 430 430 430 430 0075 157 210 262 282 375 486 801 601 E01 801 601 0.105 157 210 262 315 402 483 624 919 919 919 919 0.125 157 210 262 315 420 494 629 919 11194 1094 1094 0.187 157 210 262 315 420 525 642 919 1094 1636 1830 0.250 157 210 282 315 420 525 656 919 1094 16361 218] 0018 76 76 76 78 1 78 1 78 1 76 1 76 76 76 76 0024 117 117 117 117 117 117 117 H] 117 117 117 0030 142 161 164 164 164 161 164 164 164 0036 159 193 215 215 215 215 215 215 215 0.048 182 218 253 283 331 331 331 331 331 /r1C 28 0250 ONO 102 243 276 300 463 483 463 463 463 182 243 304 322 14MM 64] 847 817 DAN 0.105 182 243 304 365 894 10Gi 1073 06 1033 06 iLK3 0.125 102 243 304 365 703 1063 1266 1266 1266 0.18] 182 243 304 355 731 1063 1266 1893 1893 0.250 182 243 304 395 759 1063 1266 1893 2531 For 81:1 Inch =25A mm, 11N=44 N.1lot =sun We 'The beer Mede alowtlik atwt (beann9)and the allowable baere[ ataw NreryM bund In Term 4 a 5, remeawly end be dead M dreign. vANSVAOME ebnWN more Cumtlen wen ueN In the calculators and me heard In the tables, dire elbwat!"arng capacity for View marrow thickness can be dommined by clamoring vdlNn th o Nor Yo wluaN IAFD values, multiply values m m!by th ASD wrier IMw of 3.0 and sunny man e1N th L DOMior W 05, Fa F.=58 kel, muhlplynlun by 128: Nr F. -65W. MdbMyvdws by 1 N. °rates, ralun do ml shyly to 5, 5 and f 4am- an9'14-28 w int due bite Rtl tat they are nod (uly Mreatled TABLE S—FASTENER STRENGTH OF SCREWS''z n'k5 SCREW DESIGNATION DIAMETER (In.) ALLOWABLE FASTENER STRENGTH Tensile, Pahl IS) Shear, Pe/O(lb) NOMINALFASTENERSTRENGTH Tensile, On(RH Sher, P. (fid 10.16 DAN 885 5]3 2654 1718 12-14 0.216 1104 724 3551 21]1 12-24 0.216 1503 805 4750 2651 11.-14 0,250 1605 1 990 4810 2970 11,-28 0,250 1922 1 1398 5737 3925 I For brtim emnec the Idea of Me allowable agent, rides. and brother anebn almkth round In T&W4 ].§ttT ¢ctiraly, must be used Or dngnu rFtt m abemmatl- on. be lowered Mea derwre Mem Meaning) and the tlbxetlefmlenxdtca drought Peek Tabk4and S. �alNely, mus be used b[ Onlgn. j. a5eo8Mbn 4.1 k[Mtenaeps[Inp end end dblence nyutdmmtl. /// 'Nom"" amry Me based an almost twin, - °o worm, tRFD values, multiply normal alength values ley the tRFID P facer 0 ce. <g, 0C ec/ng ON`"s S AVENUE AURQRA CC Sam FEC. GO WEST ON FEG IOA9MI TO EVIT Says (GOUT 3111: 11WADSWORTI SLYOA GO SORMNI ON To WAIDENTORTH BLVD 0NUL SITE IS ON THE RIGHT. SITE INFORMATION EF ROOFTOPMMINNTTA Al OVERALL SITE PLAIN SITESHIGNXAAM 27M YOUNGFUSILD SITE �DDI 4485 WANSFEWORTH BLVD AVENUE AURQRA CC Sam FEC. GO WEST ON FEG IOA9MI TO EVIT Says (GOUT 3111: 11WADSWORTI SLYOA GO SORMNI ON To WAIDENTORTH BLVD 0NUL SITE IS ON THE RIGHT. SITE INFORMATION OFTETYPE. ROOFTOPMMINNTTA Al OVERALL SITE PLAIN SITESHIGNXAAM 27M YOUNGFUSILD SITE �DDI 4485 WANSFEWORTH BLVD EWWD. Ce Wl16.SUITEPRO NHEATTRIDC£, 03801 JORBDICION: CITY OF WHEAT RIDGE PARCEL NUMBER 39a]a00017 A.DACCMPLICNICE NOT RECUIRED PER IBC 11012.9 RFOSwIE: 0. 4u1 WADSWORTH PLAZA DN02403B 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 LATITUDE: 39°46'41.8811 N LONGITUDE: 105°04'56.28" W ALL WORK SMALL USE AF THE FONG CODES AS ADOPTED CUIN ACCORDANCE WITH THE RRENTEOITION B OLLO4N BY THE LOCAL GOVERNING BE PLANS A CONWPMING TO THESE CODES RI WNST RUED TO PERMIT WMK NOT SIS NEN!A1aiSO 201a law ala I a. Sol GENERAL CONSTRUCTION NOTES 1. THE FACILITY IS AN UNFECCUMEN 2. LA NS ARE o TO BEESSnal ANDIRELESS AGE INTENDIED LITO i00 SE ADI WAIROUR EONLV, UNLESS OTHE INE. THE WORK SHALL ISHING NF APPEURTIONANCES AND LABOR A.- OMPL ON! THE 3. Fairly DRAWO THE9VB 9OGGS N OFPJo955 CIX�NMCC iORS9XNLNV191Ai T1EOJOB SnENOANCO BE o a THE CONTRACTOR SHALL STARTING WEEK ON ANY MEN NOT CLEARVE IN LY DEFINED ON IDENTIFIED BY THE CONTUGi S. CONRACSCTOR SHALL CONTACT LOCAL DIGGERS HOLING aB LOURS PRIOR TOPROCEEDING VATH ANY EXCAVATION, SITE WORK OR CONSTINKFICNI B. THE CONTRACTING Smil INSTALL ALL EQUIPMENT AND MATERIALS IN UTIN MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHEKMSE OR WHERE LOCAL Orleans OR REGULATICARs TAKE PREDISIDENI� R ALL AFFUGADLE CODES, REGULATIONS AND ORDINWCES. WMSacri SMALL GIVE ALL NOES, BLUFFS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUIHORm REGARLING RIE PERFORMANCE OF THE MRS. EIANDELEELECTRICAL BE INSTALLEDANORW�ALL AFMUCABLE COMPANY FICAMNESLOCAL. AND TE JURISOCONAL CODESOPOINONCEG AND NxlICADPWMNS J pR���C]��p� y WOm wtmexT�^-� REVIEWED ECR LADE CAHPLIANCE" Al OVERALL SITE PLAIN THOMAS YANG, PROPERTY OWNER 27M YOUNGFUSILD AS EWWD. Ce Wl16.SUITEPRO 31ADA EOVIPMENi PgILWEST ETNLS LLC ARAAVENUE RM CO p11 ELEVATIONS A42 IFILEGEIGNS SNi13. d9 PROJECT EQUIPMENTTHMOMILE SC A52 ANTENNAPLANS 1 N00 EASE 22ND AVENVEGE SORA, GO"I1 As BE BLOCK MAURAD R2USS NG0 AT CABLECOLORCCOING TMOMLE Gp1STRUGTION UANAGFA ORORF Ce arm VE As SAFELY PLAN AA iIO NS DOE NCOVETTA TAa3CHIS File EOVIPMENTOETNLS EOVPMENT AL3 NoDSGT�NRVICEs I EOVIPMENTOETAJLS DENVER CO X10 MACH IU ONI�E EQUIPPAINNITMETALS EOVIPMENTOETNLS ME ENGINEERING MANAGER Wee _ 6335 ING ST EOUIPMEM LS GNI GENERAL NOTESTYLERNIKAHOLLS DENVER WSIR 6 all STRUCTURALCONERSHEET&S S S0,] ENGINEER NEIGNUIRK �fgN3 91.1112 GROUND PLAN M1pHPMEO, RAPHAEL 633X DCANING STREET DENVER CO Visa 513 519A34.53% 551 I APi J pR���C]��p� y WOm wtmexT�^-� REVIEWED ECR LADE CAHPLIANCE" GNEI�vM�EN�i uroGr RFnuelu SERIES MTINGSPECIFICAipNS effort was elerLise! in checking for code cvmpllam The stamping of thea EonJmen6 shall nM be construed to be a permit for, or an approval of any WolMion M state aryi local blies, Ordinances or mendments meret0. Plan Reviewer (Marney Date 12/08/2021 NSD WADSWORTH PLAZA STRING DN02403a NHFATRSWORTTHH BLVD, JEFFEPBON COUNTY] WYC❑ FIELD SERVICES pi 10107)21 TITLE SHEET T1 PutCaN. �TEIPPHBFCaMEPTED (E) PENT P 0 TY ITr01� --- ----- T-MOBILE PR BA ° oD 1E1 0 RIMING 0 0 0 oo ILOW I PDDF � o PDDF�� O O O O I I I C I N)Mm T, BALE o M UTBYissBMeNT O o. oD --—---- -- -- -- li i 0 WADSWORTH PI SMBID DN02Q3B CH WADSMKH BLVD. N J JEFFEPSCN NW WYC❑ YIELD SERVICES 10,0„2, IEJADJ ENT DPE �uoouxDy mP.r (E)µEQ Powm oFle[n of Mlisp ZUTIL W�j g B�EesEMENT PutCaN. �TEIPPHBFCaMEPTED (E) PENT P 0 TY ITr01� --- ----- T-MOBILE PR BA ° oD 1E1 0 RIMING 0 0 0 oo ILOW I PDDF � o PDDF�� O O O O I I I C I N)Mm T, BALE o M UTBYissBMeNT O o. oD --—---- -- -- -- li i 0 WADSWORTH PI SMBID DN02Q3B CH WADSMKH BLVD. N J JEFFEPSCN NW WYC❑ YIELD SERVICES 10,0„2, i 0 WADSWORTH PI SMBID DN02Q3B CH WADSMKH BLVD. N J JEFFEPSCN NW WYC❑ YIELD SERVICES 10,0„2, :1 �OBILE 17 FROWEGTINFORMATION SITE RUSS WADSWORTHPLAZA SICEID ® DN02Q3B —JEl �IEIU R IMJp �� o NCH WM6WOMH BLVD. IIYY AT HUGE, CO JEFFER6CxCWNT'J IEIROCnm Acceaa xsicxM ..^v rn '.^ CURB (SEE SHEET M.I. M. 2) Li O oO El ❑ o o 0 �(EIROOF 0 -10 ❑ ® o 00 p. a � 0 MITJ.IODIIE 10F0aUTILE NT IRINBERGPOUN0 \ AND O 4 IXITL EEumx Tm WUE LE0.4E PRE EONT ESHEET ".IF IPOR VOENIUrnT 1 vlXc (nrvlDscDrvncE . sm § ® u M0 XsruL MllurvOlcns 61RIPIHGAND 6IGNRGE 4 9BDIISWG (N)W E EE SAND UTUTY EYPE004C ACTU Z WAS NOT PERFORMED �R THIS SHE THE SITE W U DS90 DERNED FRGROUND DDMWINCS WID PHOTO6.GIS D2T0.AND PERNLIMWE6. 2 ILEASEAREAPHOTO 1 1t ENLARGEDSITEPLAN �OBILE 17 FROWEGTINFORMATION SITE RUSS WADSWORTHPLAZA SICEID ® DN02Q3B —JEl �IEIU R IMJp �� o NCH WM6WOMH BLVD. IIYY AT HUGE, CO JEFFER6CxCWNT'J IEIROCnm Acceaa xsicxM ..^v rn '.^ CURB (SEE SHEET M.I. M. 2) Li O oO El ❑ o o 0 �(EIROOF 0 -10 ❑ ® o 00 p. a WYC❑ FIELD SERNCMVICES rv�iea�mn® DENVER COHS O�ypOO L/C,4 o�g�M.... ss V'Y V.. O 1 10107l21 f� �s3�ONAlE SHEETTFLE 0 1�7-21 CONSTRUCTION AND WYC❑ FIELD SERNCMVICES rv�iea�mn® DENVER COHS O�ypOO L/C,4 o�g�M.... ss V'Y V.. O 1 10107l21 f� �s3�ONAlE SHEETTFLE m Een OR ONEaxTNI UNDERGROUND rowER AND FI.. FRED EXIMxGVpLMOUE (END FIBPERiO BUILDING �N�RµO��� \ WADSWQNTNPLPZA Ta'a 1'MCELE LENBEMEA 1's• SIDEIO DN02Q3B 14l14'p W1LEOfgMPoUNO W DBLVD. MEAT HUGE, O J JEFFERSONCNTV W REN. DATE DEDDRIPTION BY 4a 4 o c O GATEIaw'R.O.1 9 DOE 1 3 JND ° FRED INTERCONNECT WBNET �' INIa00Flcv W ON UNTEDro WOEE iOp� FLLCN UNIBTRUi BONE _ EW'1i14£gMNaE C •i a I AP :./ PLANS PREPARED M. s TNI CONCRETE 6LIHEE£VI31 3 fel Mle'¢xOUTre WYc❑ F P D HYBRID xvfiwD xvfiwD— YNCOFSCOM FIELD SERDENVERLCOVICES ES § S (W'A6LL'6EE�3/P.2 UCENEYRE ciDmg:... ' E R . s MI, 010107)21.ON MINi,ir'vPORDMD(I)CSRMV1LIGMEA�PNER CHKBY ° PATcxeJL IIPAwaNGBLDD TOBE aE AE Ri¢Ouwm roIEIPOsmexs a ATPRWECTCOMPLE ON• . ,SHEETTFLE . ° EQUIPMENT 4 4.(E)BDILDING ddb (E)ASwwLT (Elco cA (j `fl 1 EQUIPMENTPLAN 9 0� score As'wTED xuE.0-�w A oua3( PREMMIrvARvcD JxG 6 061631 WEMCOMMEM JNO Cd161PVCipN CLEMIAOYER.ORCAPWTH 2. ALLCONCREIESHALLBE D) BELOW FINISHED STONE PK)YRm CONCREFE SLAB EXISPING PAVEMwr�"cLR TN BMB Enry� MD.C.oROwEt ! Iq®IzEACH WAY IOry 30lU �J IT NKONFROST cEsiI31E IC 95`4CWPA UNDISTURBEDFILLASREQUIOIL �DOR GRWUUR FILL UNDISTURBED SOILNOTE PoWCERCOATED TO MATCH IEI BUILDING COLOR WADSWORTH PI SFRUD DN02403B u WADS DRFH BLVD. SHEAF HUGE, DO J JEFFERBCNCWNIN WYC❑ FIELD SERVICES 10/0])21 I LMTTFGOF VENT B Edey xaE B ELIEvata ULDING ELI�GPGET-MGNIE FRP SFPEEN WAll ELIIVT1:88LE ANTENNA CL WADSWORTH PIBZA SHEID DN02403B u WMSWORTH BLVD. WHEAT HUGE, DO J JEFFERSCNGNTY W A 05-27-21 PINI JND MI WNBILEUIT uwvD CABLEINr tEI auEDIrvG �s3�0NAlE In WYC❑ STRUGMGR NOTETMOSLE STRUGTUGu SERAM GOMPuueErvme FIELD SERVICES NOR "LL COMMENCE WRHOW THE APPONED STRUCTURAL GEPNUANTENNA MOUNT WOn^ PSKYOUDIND INNER (SIGNED AND SEP µI TO RO REMUSVPPLIFDSYTMOBILEANDTMODIFY,IFPEWIRD APPUJ DIEMEM1 SABINDIGOTED (ELEOPOFSULDING a a ti, 10/0])21 MI WNBILEUIT uwvD CABLEINr tEI auEDIrvG �s3�0NAlE In I% -NOBLE I4m14T ALISEESHEETA3.N E�CVRVEII i. E GRADE Ul A�4o I LMTTFOOF VENT B Edey xaE B eLlEvata ULDING ELIEV, yST-MGNIE FRP SGINEEN M411 ELIIVT1:88LE ANTENNA CL WADSWORTH PI SHEID DN02403B u WMSWORTH BLVD. WHEAT HUGE, GO J JEFFERSCNGNTY W WYC❑ STRUGTUGU NOTE7,MOSLE STRUGTUGu SERAM GOMPuueE NOTE FIELD SERVICES NOR "LL COMMENCE WRHOW THE APPONE�NA MOUNT WOn^ (SIGNED AND SEP ) TO RODVIGEOIROER GEPNU REMUSVPPLIFDSYTMOBILEANDTMODIFY,IFREWIRD APPUJ DXMEM1 SABINDIGOTED 10/0])21 A740 1. ANTENNA CONTRACTOR$HALL INSURE THAT ALL ANTENNA MOUNT14G ROSS ARE PLUMB. 2 FEEDLINE LENGTHS INDICATED ARE APPROXIMATE. 3. ANTENNA COAXIAL FEEDERS S ANIFNNO JUMPERS SHALL BE COLOR SECTOR ODED PER T ORUEREQUIRREMEENTS. A IN AUDITOR TO THE COLOR CODE. THE PE ANTENNA SECTOR FEEDLINE S JUMPER. E. SEE SHEET A_ FOR DEMOS ALIPHM- RED STAIRS BE BLUE STRIPE PE DELTAGREENSTRIPE EJSILOBI-CAAVSTRIPE OWN STRIPE B MULTI PORT ANTENNAS TERMINATE UNUSED ANTI PORTS WIT CONNECTOR CAP B WEATHERRCOF THOROUGHLY. JUMPERS FROM TRAM MUST TERMINATE TO OPPOSITE POLAR VATONS N FALX SECTmi, 7.CONIRACIpi MUST FOLLGW ALL MANUFACTURERSRECOMMENDATIONS REGARDING THE INSINNATCN OF PEEDLDNE3,C0NNECTORS, AND ANTENNAS, LDRJEANOP HARD LINE) .5- FELI (1? SUPER FLEX) =1 IM' AVAS—SRUM'HARDNNEI.10' AVAXNAA (I4AF HAND LNE)-1r umn-IXA (I -Ra HARD UNE) -2v S. CONTRACTOR SHALL RECORD THE SERIAL 0 SECTOR. AND COMMON OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION T)TWCWIE. 10 ANTENNAREATHERPROX31' ALL U. ANTENNA CONTRACTOR$HALL PERFORMATACE DROP' MEASUREMENT TO CONFIRM' VALIDATE ANFEINA GENTERLIME ALL)HEIGHT. CONTRACTOR SHALL SUBMIT A COMPLETED HNGHTVERIFICATIN FORM TO THE CONSTRUCTION MANAGER. 12. AL FIBER RUNS CONTAINED IN ONE COMMBCOPE HYBRID DGKIBER CABLE(MODEV HW 20 WVNK CABLE II B RAWGH*FIMLE I� SM FIBER COPIER JUNCTION BOX O UPPER JUNCTION BOX HUMBUG CABLE SHALL FE COLOR ROGER PER EQUIPMENT PLATFORM / EQUIPMENT KEY STATUS LOCATION YEI EQUIPMENT MODEL NUMBER TECH. OL'O IM CABINET NOKIA ry.TIM GBP Nw VI A3 I - t RYBRIOFEmER W CAMEL NOKIA SYSTEMMO FSMF SON) t IN) CASUIST NOKIA FASTERMO AMA - 2 MONTH CENTERLINE MODEL HUMBER (N) CALUMET NOKIA SYSTEMMO ANDM 2 ANIL VENDOR RAIDDANTUF �0100 IN) CARNET NOKIA SYSTEM MODULE MR 3 LlmiLSO IN) CABINET NOKIA SYSTEMMO ANIG L2100 3 IN) CABINET uOKA SYSTEM MODULE ASIA Po//N IN 2 Irv) CAMEL NOKIA SYSTEM An u3oa/xleoo M mo FFVve5c2w1 m 1W/N26p / (N) FRAM NOKIA IBERJem HUB zO FAR Nrn 2 MROPJ WADSWORTH PIAZA BROAD DN02Q3B NHFATRSWOGAS RTNDS THH BLV D. JEFFERSON CWNTY3 ANTENNA KEY 0 10-07-21 CONSTRUCTION JND RYBRIOFEmER ERANTENNA TENSTATUS µM ANTRIENNA SERUM MI MONTH CENTERLINE MODEL HUMBER EIEC. 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NOTES: STATUS NO' WS 2.0 JUMPER CABLE CONTRACTOR TO REFER TO MUST RECENTFROM BY M,CC I INj - CCMFE MBCOHY&iIDJUMPER - e REFER ESHEETS OCMMENONGWORNASP 0 10-07-21 CONSTRUCTION JND WYco FIELD SERVICES Vn..Mp.uLa� YNCONSOM 10/0])21 ANTENNA AND EDQOWAr T EQUIPMENT FEEDLINE KEY -,SCFjFDULtQ A LOCATION VENDOR EQUIPMENT MODEL NUMBER TECH. QTY. NOTES: STATUS NO' WS 2.0 JUMPER CABLE CONTRACTOR TO REFER TO MUST RECENTFROM BY M,CC I INj - CCMFE MBCOHY&iIDJUMPER - e REFER ESHEETS OCMMENONGWORNASP DATE NOTED N�FCN OR TOREFER TOM : REDE i MBV �uoBu6iaxBnvE, u, TNC&IE PRIOR TO COMMENCING YOORK. - PETER TO SHEETS ARI A APO FOR ANTENNA BRECIFOATIONE, PROUEGTINFOWATON WADBWORTH PIAZA Vi u A2 ON02403B �4p� NHFATR6WOMOUH BLV D. ^`j�°n T^� JEFFEP6CNCWNTV J Al REN. DATE VMMKON (1)(N)T.JDBILEAEM„N,T.DBILE�x�JbVt ENHAONINI PIPE AMENIA ON INI PIPE MOUNT Mou BTENNAO (N)PIPB ME. PERSEDDON) JND 0 0 a (1) (IN AHLOA RAU AND (1) (N) AHRG PAU MOUNTED ON UNI01RUi MANS MIYARED M. F TO M1 GUARDRAIL TVP. PER 6DC B N e WY a2MBNq`�N FIELD SERVICES 7 b.wa� Oo 0 0 0ANCOFSCOM IN c O�yp00 L/O�,H BEI Px �: Y �••.O 0 0107)21 10107)21 tL INM NNNANOREENMOU FPD FF••/••... "STING ELENAroresBDwi CURE ss/ONAI E nfrSHEET ETT s"RM SHE FLE ANTENNA ldvs AN�o U � 1 PROPOSED ANTENNA PLAN AD55E 2 score AS Fw1ED xvE.a+-�n' A 053P11 PPELIMINPNV CO JNO 6 061631 WEMCOMMEM JND Cd161PVCipN GNONO3B.pnp Configuration 56790EZ_SR_R *For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) LB,MO Ona Pa..W,Ammn, FDD - Lmband B12 (1.700)-5 MHz B71 (1.600) -10 MHz 871 (N600)-15 MHz x:z FDD-Midband _ B4/B66(12100)-20 MHz B66 (N2100) - 20 MHz B2 (L1900) - 20 MHz B25 (1.3900)-20 MHz B25 (N1900)-20 MHz SRAN - GSM PCS AHLOA AHFIG TDD - Band 41 R.5(2.5GHz)-60 MHz 700+600 AWS+PCS N41(2.SGHz)-100MHz +2nd carrier (e=80MHz) Top ------ --------- ----------- Ground HCS2.0 H(32.0 ROMop Rooftop SRAN LTE+ GSM FSMF 5G Airscale GSM PCS LTE FDDfrDD Airscalei WADS Boa H PLAZA SrIBID DN02403B MTF UGE. W �BLVD. WYC❑ FIELD SERVICES ad1. 10/07121 RF N600I L600 COAX & JUMPERS =DOUBLE PINK 1 00 COAX &JUMPERS=PINK I U100 COAX &JUMPERS I EXISTING AWS COAX & JUMPERS =YELLOW GSM(PCS BAND) COAX & JUMPERS =ORANGE ALPHA I ALPHAS DELTAI DI DI DELTAS EPSILON 1 EPSILON 2 EPSILON 3 EPSILON 4 UMTS DOCS BAND) COAX & JUMPERS = PURPLE NEW LMU COAX & JUMPERS =BROWN ALPTAI ALPHAS BETA 1 BI BI BI DELTA I DELTA 3 EPSILON I EPSILON 2 EPSILON 3 EPSILON 4 L1 B00 (PCS BAND) COAX & JUMPERS = DOUBLE PURPLE ALPHA 1 ALPRI ALPHAS ALPRI SAMMAI SI SI SI DELTAI 01 DELTAS DI EPSILON 1 EPSILON � EPSILON a ZETA I ZETA 3 WYC❑ YIELD SERVICES p.ula� PASSED, CONTI 10101 ALPHAS ALFULA 3 ALPHAS ALPHAS ALPHA4 aFlua ALPHA4 ALPRI BEI BETAS BI DELAY IIIIIIIIIIW� EXTE WINE WADSWORTH PLAZA DETAIL BEI BI BETA° SUBID DI GAMMAS SANDI SNOWY SILa65 WAOOAORTH BLVD. GAMMAS GI ONOW 3 SI MEAT HUGE, SO J WMMAO SANDI LYMIML WMMP< JEFFERSONCWNTV RESS DATE DESDMIDION BE A 052L PRELIMINAR OO LED DELTA 2 LEI TA 2 DI DELTAS DI - T'19 DELTA 3 DELTAS 6 XI WEMCOMMENT LED DELTAO na TA4 DELTAS DELTP< Cd161RVCipN LED GSM(PCS BAND) COAX & JUMPERS =ORANGE ALPHA I ALPHAS DELTAI DI DI DELTAS EPSILON 1 EPSILON 2 EPSILON 3 EPSILON 4 UMTS DOCS BAND) COAX & JUMPERS = PURPLE NEW LMU COAX & JUMPERS =BROWN ALPTAI ALPHAS BETA 1 BI BI BI DELTA I DELTA 3 EPSILON I EPSILON 2 EPSILON 3 EPSILON 4 L1 B00 (PCS BAND) COAX & JUMPERS = DOUBLE PURPLE ALPHA 1 ALPRI ALPHAS ALPRI SAMMAI SI SI SI DELTAI 01 DELTAS DI EPSILON 1 EPSILON � EPSILON a ZETA I ZETA 3 WYC❑ YIELD SERVICES p.ula� PASSED, CONTI 10101 NO THISARE NESTS �COVT`UANCE FOR RELD UPPER PENTHOUSE. ALPHA BETA 6 GAMMA THE SECTOR TS AND ANTENNAS ON UPPER ECHNWOEMES. LTA ACCESSIBLE SECTOR ANTENNAS NTENNSAR .E —WF � DELTA SECTOR RRTA ME ACCESSIBLE CCAN]E� BY 4 ACCESSI&EBVTOWERCREWONLY.� 'M LEGEND FROJEGTINFORINATION B UNPROTECTED WALK rorve WADBWO TDH PLPZA e O ON02403B ] SAEEry PATH TO EQUIPMENT \ `IEIRo LOWEH _ 3'6PiElY PAIHiO WF �® e NCH WPOSWORTH BLVD. INIT EASEANEAWIAEGUIFTIEP EOUFNENi JEFFER6CNCWNTV] L HIREMEET LAYOW1 (E) ROOFTOP ACCESS HA ENF O 1 \ :'Si-' TCH INSTALLED B FIXED LADDER W I SECMRY COVER ANDGN B EOYIFM NNi o JND (N)A2NBAwsi NOUNTED GUARDRAIL (N) MOBLEEN ON FxISnNG ELEVATOR ANTENNA CURB (SEE SHEET au). m. 2) ' `(El UweBl uss PREPARED M. FOOD A WYC❑ A 4 FIEBLD9ER�V IC ES El (E) BUILDLOWER, CO ING O WANE2DFE 0 0 0 o- o ,POO uce 010107)214j�T ® ROOF ® e® oMEETTFLE ❑ SAFETY ®. ®0 loP•Igv U � 1 SAFETY PLAN �`A6 A 0E3P11 PRELIMINANV CD JND 6 061631 WEMCOMMEM JND Cd161RVCipN FFV4-65C-R3-Vl Commgmpe—Proprietary and Confidential. 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DATE DocFel BY A 0537-S WFUMINARRI JNO RF Connector Quan NFy LOW 12 RF Cnnm of Qual low band 4 6 00.111 WFNFCOMMFNF JNO RF CenMtlpr Comedy. high band 8 1 CONSmucipry man RF Connector Internet 4310 Female Color Light gray GrouMing Dow OF cmnector Polar colli antlbad3 gmurded m reactor and mwnllre bracket Ndflow Mammal Nummorn I Ion WxtieuilbWrd Real MI berolen uv rmem Reflector Mateaal aluminum RF Connector woman Moral Wind Lnatling, frontal 1055D N O 1 W kIM1 2333 161 0 150 uni WIW Lwamg, lateral 3550 N o 150 kah 39.8Our ® Iso kmm WYOO Wind Loading, maximum 1433.3 N 01W kmrn 3222 ad o 1 W kmfi FIELD SERVICES r pw .m WIMSpeadmaximum 241 knon 1150 mph YWCOI Dimensions ACENFOURE Iii length 24137Omm 1 959" Youth 640.o mm 1 251 DryN 2350mm 931n Net Weight vAMout annual FN598kg VISIbRemote Electrical Tilt (PET) InformationInputVainge 010107)21 10-30 Vdt Low6analn Fewu Con urell normal mMitium, maxlmun 10 W Prota01 3GPP/AISG 2 OlSnpe RED RET Interim@ bion 01N Female I Rin 01N Male ...e 17. m19 ehlTi MKIKIA i Aid°1:1 AEHC AirScale MAA 64T64R 192AE B41 320W Preliminary technical data 5 ONali82079 ConfIdmtlei—Comworclely not bindm& Content of this zfide N rot hwand may WADSWORTH PI DN02Q3B NHFPTR6WO"HH BLVD. ,EFFEABCN�DDNIV' WYC❑ FIELD SERVICES 10/07)21 Sblbad 3GP9 W sd LTB corolRrLMD, P ownpin bwd/Ro ,r 219(1-2690H 30PP611 mIiis w wbdonddwdM 276009 Nahrdnt/Wtpd. 6aT/ 6x11 N!q ati�n 16 YIIVIIdMOi bndwi:h M I"Mt 0¢mp6d bwA&%06W 190NNa Tobllwriafl;t;o 79&m 1r.. aa�lltpwaapo lM 5W/711)(020WtoW Ofenrsn 970mm116 a5W mmN6a205mmID1 Vim %I wow U41w4MA Rlamflbr d e�� Sw*Wk` w/Csft" DC-26V_41DV/2pc400ro0or poen opomwWOm Z12p Wlypol YlS%DL filly Wde,30%9F 10ad1 11690Wn 115%Dldu4ycyda, 100%WIoa4 Opt3dpods 1a SM%1a2H OCDW IOCEaI 0thw Hwf a /Cn1..lw Cyp. 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PIPE IS TO SE CUT TO THE REQUIRED XGHI WIN. 1S). wntingbmcltoi 730mm WAND OR RETAIN TYPE Ci B TO BE USED 77 (2874in) SEAL WITH NEOPRENE GASKET SUPPLIED WITH THE ANTENNA Width j Care RRN 308mm(1213in) HUNG MOUNTED TO With mourung Weer. 327 mm ne FFPKA INBTNl NICIpRSFASIEHERS A MA NUM OF 2 I ON CENTER (1387in) OD • W�OREEpMIVCNRV TILLLM NA MUST SE MONTSPR�SHELF T TINE GPI�iOULTS OF YFFF UMFO MASSSOTEI EMBEDMENT R AND THUS BASE OF THE ANTENINk MUST BE WITHIN T LP.' . Ads Coni 131mm(515in) THROUGH DQT-HIM AWFUNT TPEACED ROD W/ NOR AND WASHERS Depth N, Psh 9. IF GPS ANTENNA IS TO BE INSTALLED ON CEICABLE BRIDGE. With mounfing curer 142 mm NOTES. WITH THE CE�R UNE BEING A MINIMUM 10 ABS� GRAM. NE N WLIGm NGTONEWeERVICEIECEFT MMN CE (558 in ) CI FULL EXPOSURE TO THE SOUTHERN Weight Core RRH'. 32 kg(7055 IF) CIO Volume Core RRH'. 311 MOUNTED TO PIPE MOUNTED PH ISS UNISTRT n)a 0NeF In lORlmx*A<HST NLH FYGRGPS UM�TOWALLwi BAR DOWASICN ANCHORrLe. AS FER OISTFINLE0SS1 Me NUT Inflo 7YP. BA MR Frol UNISTPUTMWNRU pi GPS ANTENNA U Property WEBB Dimensions orientation I FINE See ANTENINA MOUNT IS ��ED TO FASTEN TO A Height core RRH'. 695mm(2196in.) XOUfl TMERBGFq STEEL PIPE. PIPE TOPRBE TIRREPDED TO MATCH THE ANTENNA With UpperentllaWer 2. PIPE IS TO SE CUT TO THE REQUIRED XGHI WIN. 1S). wntingbmcltoi 730mm WAND OR RETAIN TYPE Ci B TO BE USED 77 (2874in) SEAL WITH NEOPRENE GASKET SUPPLIED WITH THE ANTENNA Width j Care RRN 308mm(1213in) With mourung Weer. 327 mm ne 6. THE L BE MO INBTNl NICIpRSFASIEHERS A MA NUM OF 2 I ON CENTER (1387in) OD • W�OREEpMIVCNRV TILLLM NA MUST SE MONTSPR�SHELF T TINE GPI�iOULTS OF YFFF UMFO MASSSOTEI EMBEDMENT R AND THUS BASE OF THE ANTENINk MUST BE WITHIN T LP.' . Ads Coni 131mm(515in) THROUGH DQT-HIM AWFUNT TPEACED ROD W/ NOR AND WASHERS Depth N, Psh 9. IF GPS ANTENNA IS TO BE INSTALLED ON CEICABLE BRIDGE. With mounfing curer 142 mm NOTES. WITH THE CE�R UNE BEING A MINIMUM 10 ABS� GRAM. NE N WLIGm NGTONEWeERVICEIECEFT MMN CE (558 in ) CI FULL EXPOSURE TO THE SOUTHERN Weight Core RRH'. 32 kg(7055 IF) CIO Volume Core RRH'. 311 PH ISS UNISTRT n)a 0NeF In lORlmx*A<HST NLH FYGRGPS UM�TOWALLwi BAR DOWASICN ANCHORrLe. AS FER OISTFINLE0SS1 Me NUT Inflo 7YP. BA MR Frol UNISTPUTMWNRU pi GPS ANTENNA U _ METAL - PRELIMINARYCID We I FINE See ANTENINA MOUNT IS ��ED TO FASTEN TO A RW 4 GALVANIZED AINLESS XOUfl TMERBGFq STEEL PIPE. PIPE TOPRBE TIRREPDED TO MATCH THE ANTENNA MOUNT. 2. PIPE IS TO SE CUT TO THE REQUIRED XGHI WIN. 1S). 0. WHEN CUTTING, TO ASSURE A SMM PERPENDICULAR CUT,A WAND OR RETAIN TYPE Ci B TO BE USED 77 a THE CUT SHALL BE DENBURRIED TO ASSURE A WATER LEFT SEAL WITH NEOPRENE GASKET SUPPLIED WITH THE ANTENNA MOUNT IF. SUPPORT STRUCTURE USING SAWLESS STEEL FIRM CLAMPS. LANISTRUT NOTES 6. THE L BE MO INBTNl NICIpRSFASIEHERS A MA NUM OF 2 I ON CENTER TO ALLOW T OD • W�OREEpMIVCNRV TILLLM NA MUST SE MONTSPR�SHELF T TINE GPI�iOULTS OF YFFF UMFO MASSSOTEI EMBEDMENT R AND THUS BASE OF THE ANTENINk MUST BE WITHIN T LP.' . EQUIVALENT B. TO ATTAIN MPWMCM CGVERRAGE GPS ANTENNA IS TO BE THROUGH DQT-HIM AWFUNT TPEACED ROD W/ NOR AND WASHERS INSTALLED AT THE LACCATUDIN AS INDICATED OFF SUFF PLAN. S AND UN STRUT CHANNEL SUPLUALL HAVE HOTHDIFTESEL ON INDEED RUSH 9. IF GPS ANTENNA IS TO BE INSTALLED ON CEICABLE BRIDGE. MUST BE MOUNTED ON THE FURTHEST POST FROM THE TOWED NOTES. WITH THE CE�R UNE BEING A MINIMUM 10 ABS� GRAM. NE N WLIGm NGTONEWeERVICEIECEFT MMN CE N HAS 10. THE CONTRACTOR IS TO ENSURE THE Gi ANTEREQUIRED CI FULL EXPOSURE TO THE SOUTHERN TIME CYCLE AND HOLD FEATURE, WADSWORTH PLAZA SMID DN02403B TSAFE PILL BLVD. TRUGE US JEFFEPSISH We V J A Mi PRELIMINARYCID We 6 011 CLIELOCOMMEW We WYC❑ FIELD SERVICES w,WWWNdI. DENWi WYCORSCOW 10/07121 92B7018 Llsasz �kmm Table: AMIA dimensions and weight Property Value Dimensions orientation Heigh 128.5 mm (5.1 in.) Depth 410 mm (15.7 in.) Width 447 mm(17.6 in.) Be WN016 LiEPY62�,ke kAIAN Property Value Dimensions orientation Weigh Empty: 5.1 kg (11.2 lb) With dummy panels: 6.8 kg 05IN With all units: 23.9 kg (52.7 lb) For mom information, see the Nokia AirScale Base Station Product Description document. Nokia AirScale System Module Indoor Nokia AirScale System Module Indoor consists of the following items a One Nokia AirScale Subrack (AMIA), including backplane for high bandwidth connectivity between processing plug-in units e One a two Nokia AirScale Common (ASIA) plug -In units for transport interfacing and for centralized processing • Up to six Nokia AirScale Capacity (ABIA) plug-in units for baseband processing and for optical interfaces with radio units Figure: Nokia AirScale System Module Indoorin maximum configuration (2xASIA, 6xAe A) 4n WADSWORTH Pt amen DN02403B uB5 WAD W RTH BLVD. JEFFEnsBNC NTN WYC❑ YIELD SERVICES p.wa..� DENVER, CG�15 10/07121 I Ire RRU Outer diameter: 0.72" 11 Ir. ."IMiss 5e a"al ®®Cm Dimensions 14'x16'x8' Ter, -1 v1ee, • Weight: 0.34 lb/ft 24' Oars I SPD (3) • Operating Temp: -40°C to+75 GC 1449,4th Ed. Ie '-..• OVP Monitoring Dry contact Dr,roantact COMMScoy, Fiber Patch Panel • Connectorized for mating with Environmental IP67 pt °,' Rating tower top trunk cable breakout or o< < Foraie 40'CW+75'C 40'Cto+110'C R. rooftop box il _- 51,M/15TPoNF • DC and fiber interfaces versions for f Nokia Airscale and Flexi RRUs PS ReARIE" W LC s.Ppliers • Short (tower top 15') & long (roof Alliance CommSmp ne n"' can" top 20'- 250') AirSwle versions e available • Also available with legacy booted LC connectors and blunt cut DC For Flexi conductors for Flexi RRU RRUs •a./}nnlirarinne *wo-er i T� %wro- WADSWORTOH PI ME DN02403B NHFPTR6WDmTH BLVD. JEFFEPBCN CWMV J WYC❑ FIELD SERVICES p 10/0])21 Ra cap ®®Cm Dimensions 14'x16'x8' I 14"x16'x8" I Weigh 23.516 21.916 I I OVP, IEC 61643-1 24' Oars I SPD (3) I OL Rating 1449,4th Ed. Ie '-..• OVP Monitoring Dry contact Dr,roantact COMMScoy, Fiber Patch Panel 24 LC pairs 24 LC pairs MLL Environmental IP67 IP66 Rating Operating 40'CW+75'C 40'Cto+110'C R. Temperature _- 51,M/15TPoNF .i. T-kaflr evW WADSWORTOH PI ME DN02403B NHFPTR6WDmTH BLVD. JEFFEPBCN CWMV J WYC❑ FIELD SERVICES p 10/0])21 AMMI Specifications evirwiftflunevi M•agaihadma me subject b plans pv'i WADSWORTH lsA Sat DN02403B 4485 WIDS00 NBLVD. J JEFFERSCNSX)i A Model HPU (HP-Lwi 3 Power Cabinet) Jan um Draw wmNm waw.ddlawn.eom consucan fiew,"Maki aAn 3oa12aN.6 n6z 11mm2l, Product wft et (Wena DI , H,D) D•plFvaNCooiMtlokd4]irry 138mm) wuwedlepawerseupwaswn WyM ^B wneugnmxaypwauh.-den•zl Fmmano TaxEa T lBIT Totf Fqulpmnnal Umhtl SdWWAmari<86CavW: Me Nauainalack'. 27R3RUU 2¢215 E. siUSA)roaary Ina, FunW ndnimetionVential ask. IT, Piano 2925E Piano Pa Mwey Pmresmz 1zRU H... � IT sal rso]a MonsWiMn resonate. a sew Bad Downs. ePi Pent2p") UL Less, EC; PJ fisi DEusrps.sw.,®eeaa.eaan DEusrvs.Daea®elonx .um operennelempn<am PIO T W 15TC(i to N& F) Wh smr kind. 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HPt3. taz aw LBs evirwiftflunevi M•agaihadma me subject b plans pv'i WADSWORTH lsA Sat DN02403B 4485 WIDS00 NBLVD. J JEFFERSCNSX)i A 051 PISELIMINtani Jan WYC❑ FIELD SERVICES ue N 10/OID21 ehELTz Smerier p.R..r'taki Specifications M,Padrluauona ammgmt wN.wdvul Mnnmce. CSM Bmp WebtlN: wwx.tlelleww.wm PM ..+deneHna..orsoiunoas in. Delta Electronics (VBA) Inc. 2925 E. Plano Parkway Plano, T%Revel r501O SMa9 nMONErd' DE NTFS S ®gaenaiw,.eom 0i On dishAdena.,.sem rad BlppOrt 677DELTA08 Ontario 8 BTT 335.6208 Option 3) DEusms snponnakow.....am mzfe aServices oEmlTPSSenims�eenxum�n HM4' DEDsi R5lAfddenms, com WADSWORTH PIAZA SITSID ON02403B 44oWPB6WORTH BLVD. Onto JEFFERBCNCWNTV '. Model LB3("Me Seat 3 Cabinet) Caroni uvneean mtlava 0 Oin car no 00118rei IN,H,Dl Mpn Max Dw.. n 21 sisimame Wel9nl -RD I6s(-y}dwelsoulb s) intensities, amartbn 4tolory trays to supper uo b C needs l l WN Wtlerea nlWnce MOM Patent itMean Finish Powers, .I omi UL Influsid, Base JEN 60950 OMm4y hanhowve 40-C 10150'C JAME 101122m) MO war Max ass IP55 Megnet u many Hmons otl ,nnnve) areas mneenema (nnK ewlre Cannot wren Heeodsy ne6nn EquMNen FMN or han t lQQK inc Maria Patent pint No exn wperes win Care Key xbde 10meta. Dow e "It SpNm Istake Ll6 nut ur kidWas mm5 eked -Fis onOwi IMenon S4'wrAetproiM bt 410 ThusleMe'F'20N�eedN phe onesE.n vnmm Cy1b/ 6'plma M.IIKk AD Land Offleffir 9MFee r a aide Lanpeso aide AC entryorbov Large Battery 3 Cabinet AD KB C W onae' Musaskm a)2004 bdtn Mxm aedae standard NyMxM ll 14) states 14IMisli "AD tryd M1dn aNM Boom seasonal Product Features Two Prc Compact design for battery strings. 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Plano Parkway Plano, T%Revel r501O SMa9 nMONErd' DE NTFS S ®gaenaiw,.eom 0i On dishAdena.,.sem rad BlppOrt 677DELTA08 Ontario 8 BTT 335.6208 Option 3) DEusms snponnakow.....am mzfe aServices oEmlTPSSenims�eenxum�n HM4' DEDsi R5lAfddenms, com WADSWORTH PIAZA SITSID ON02403B 44oWPB6WORTH BLVD. Onto JEFFERBCNCWNTV WYC❑ FIELD SERVICES vn..yp.wo..m Mattagami WYOWSCOW 10/0]721 i�Cf4a 0 10407-21 00118rei AND WYC❑ FIELD SERVICES vn..yp.wo..m Mattagami WYOWSCOW 10/0]721 i�Cf4a ,.I/P� II^II,ewnusivnrtnvE nasMrtA. crt mzlu SITE NAME �r I - --r°-- - �7MW - WADSWORTHPLAZA SHEID DELIAMEX UDE • tl WHEAL R,W RPH BLVD. 1tl 3,N. `apN ��JEFFEP6CNCOUNW xs IT 1 DATE DESHOMPTION! BY 4-1 01 M1BD3— 0 10-07-21 END PATENT PENDING THE CHPNKY' �-ir plT PANLEHICAPACm18300HASMnE ER TECH LLC BRIGHTON, MI NMS POSITION I CENTERS LOAD IN POOF HATCH708851 YANW.LAODERPWAAijj"M_j(A"-'w= 7987712 POSIMN R NORMALOFFINO POSIGON 3 KEEPS LOAD AWAY FACM BNLDINOA NE SEARANKV 11 L 1 F 1 PLANS PREPARED PLO WYco nmmm Fs LONG LIFE w'NAWN I�SERVICES AMA, • W�JNlmn® IHODANI FEWER, ED L 5 MAX > HOPE FLAN] MAX 1 -CENSURE NO HENDAND. PON UPPING UP `«X.Gao E. 0'11107)21 MEN ALL DETAIL A D WADI CHKEW PAN MAPLE TOADAPT TODIPPRENT m m/ 6rvuum[Ea�n�� 'PATENT PENDING sl¢lirtr[: IX Wp.®PoMRPN AWN EQUIPMENT IXGEI prom ph PORTABLE CRANKY POSTti 0'IRLADDER TECH LLC BRIGHTON, MINE C3 em�800 POEP51 WWWLADDERPORT.COM mNER B. GAINESALZEJEND NO �j/� SIN A LfTAL a [ErnL C n SS, HFET 1 OF I �. _ I5 1 ACCESS LADDER SPECIFICATION 2 EQUIPMENT HOIST SPECIFICATIONS , A 053P11 PPELIMINANV C6 END 6 061631 WEMCOMMEM JNA Cd161FVCipN 1. THE FACILITY IS AN UNOCCUPIED WIRELESS EAGLES. 2. PLARAT ME NOT TOM SCALIED AND AGE INTENDED TO BEA NAKWASHMARIC CULTURE ONLY. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, oRAWTNAPPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL rv3TALLATIONS AS INDICATED On 3. PRIOR TO THE OYI OF , THE CONTRACTORS SHALL SPOT THE JOUSITEANDBE CONTRACT DOCUMENTS FIELD CONFIRMING THAT TRESPONSIBLE FOR HE WORK MAYS BE CCOMRISHDASSSHIOMPRIOROPROCEEDINGWRH CONSTRUCTON. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPIEME AIRON CROMEER MD ARE WE TREGIVER NEW O PROCEEDING WITH THEM STANDINGTHE CONTRACTR SHALL A WORK OR ANY TEEM NT CLEARLY DE FINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS LOCAL5. CONTRACTOR SHALL CONTACT FUTURE ANY EXCAVATION, SRC WORK OR C04TRUCTON♦BIpUR9 MOR OPROCEEDING WITH MANUFAACCT6. THE RU ERS RECANT MENOATIOHC OR SEAT L INSTALL AT L DRESS SPLIPS E NT ECIFICALLY INDICATED OTHERWISE RALS IN ACCOREARKE OR WHERE 7. ALL WORK APPPLICODES AND MATERIALS PLICABLEGOOEB. ENI N RGU FRONS ANO ORDINANCES CONTRACTOR HALL GIVE ALL NORCESS PUBTHF OFOHV LIC AUTHORITY REGARDING TPERFORMANCE RFMANCE OF E WORK NEWSMEN. AID UIILNY COMPPNY SPECITATRS, AND LOCAL AM STATE JURIASTOIAL CODESELECTRICAL SYSTEMS SHALL SE INSTALLED IN ACCORDANCE WITH ART AMUCABLE P AL GREENLANDER AND APPLICABLE REGW_kVOW. S. THE GENERAL CONTRACTOR SHUT SUPERVISE AND DIRECT ME WORK. USING THE BEST SKILLS AND ATTENTION. THE CORRESPONDS! WALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, MERgOS TECHNIQUES, SEQUENCES ANO PROCEDURES AND FOR COORINATNGNI PORTIONS OF THE WORK UNDER THE CONTRACT INCLUSING CONTACT AND COORDINATION WITH STRUCTION LD AND ENT H THE LANDLORDS AUTHORIZED 9. RETAIREAND Di0INTENDEESUIT BE SHOWENDRESULT DSONS RCRd�OFSOON. IONS, AND MINOR SUCH MODIFICATIONSMODIFICATIONS MAY ALFE REPRESENTATIVE INCLUDED C PAM K THE WORK B. REPRESENTATIONS OF TRUE NORTH OFFER THAN THOSE FOUND ON THE PLOT SURGERY DRAWING. SHALL HOT BE USED TO IDE IIIOR ESTABLISH THE MAKING OF TRUE NORTH AT TIE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY GROWING AND ANY SURVOOR'8 MARKINGS AT ME SRC FOR THE ESTABLISHMENT OF TRUE NORTH ME SHALL EER FRIOR TO PROCESSING BARI THE WORK IF MY DISCREPANCY I6 FOUND 8ETWEENi E VARIIOUS SAIMEHT60F THE MARINE DRAWINGS AND THE TRUE WERE! ORIENTATION AS LOPICTED ON THE FLAT OF SURVEY. THE CONTRACTOR SHALL ASSUME SUE LIABILITY FOR ADS FAILURE TO REFORM THE SJUSHIRECTENGINIFFILL STRUCTURAL NOTES 1.0ENERAL CONDITIONS 1G DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM CID THE APPROVED DEMON OF THE AD EDITION AND ART OTHER APTUCASILE STAFF CODES. ORDINANCES. AND IN CASE OF CONFLICT BETWEEN ME CODES, STANDARDS, AND PEGUUSTIONREGULATORS. SSPECIRKATIONS TRINGENT PROVISION.GENERALEROIEB MOUNT MANUFACTURERS REQUIREMENTS. USE TEE MUST 12 IF IS THE EXPRESS INTENT OFIM PARTIES WELVED IN THIS PROJECTLITATTHE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THOR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE T THE INEER THE STRUCTVONI GAINSTLOSSMANAGER THE OWNER AND EIDAMAGES LIABILITY FROM OR ANY EXPTY ENSE AGEING IN ANOEVER AND Y MATTER FROM THE WRONGFUL OR NEGUGHT ACT, OR FAILURE TO CARRY OUT E MIRK IN ACCORDANCE WITH THE CONTRACT OOCMENG, OR THE CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES OR PROCESSURES OR SCAFFOLDING ACTIN CONNECTION WIM THE WORK FAILUR OPoNFORMTOTHE STATE 13 NOTTECAUEDRAWINGS. 1P VCOEWFYNLEQUIPMEMMOCHTHG DIMENSIONS PER MANUFACTURER dUWING6. 20 OF BT UCTURPOSTERNOTEDS CHANNELS ANGLES AND FUNDS SHALL BE CTM A]0 REFUSAL. UNLESS NOTED OTHERWISE 2E POUND FEOHWTR RECTANGULAR TUBE EFL HAS DECREASE SHALL BE ASTM ANN, GRACE BTFY• Za 4 P)MATEREIAL. SECTIONS SHALL BE ASTM WE SIy W5 ON GRACE BCORDANWIT THE 24 DESIGN.LC SPECIRKOXIDATION, O FOR END THE DESIGN RmFSPACE BE INAC CE SPECTRUM E STRUCTURAL BUIUSING6', WITH COMMENTARY AM ME COME OF STANDARD PRECEEC SFEELFOR Z5 ALL EU]6RNEAOm STUDS. ONEC AT OF SHOP PRIMER. W NOT PAINT MESS WITHIN T R BOLTS, TS WALL U HIGH STRENGTH BOLLS A325 CONFORMING TO MUM SPECIFICATIONS, ALL COMMODORE SHALL HAVE A IMUM OF 2 BOLTS 2 EEDING$HHALL BE CRWCTEDNBY CERTIFIES WELDERS AND SHALL WOODEN TO THE AM CODES FOR ARED AND GAS 28 PIECES SHALL BE MADE USING WRONG UEICTROOFS AND WALL BE SOW MINIMUM UNLESS 20 WELDING SHALL BE PERFORMED IN ACTON FARM WITH A WELDED PROCEDURE SPECIFICATION (MO AS PER AWS 01.1. D1.3 AND ON 210 ONLY PRELDUALFFD WELDING PROCEDURESSHALL BE USED. LlI UNLESS RMMENTSCIFICALLY ADDRESSED IN THE SPECIFICALLONS OR THE DETAILS. ALL STEEL EMs LLV EYPpSEC O EARTH OR WEATHER 6XA BE CORROSIOMESIETAHi BY GAILVANIZING OR BY THE USE OF STARLESS STEEL.112 ALL FIELD GREG ON CAUSANDED MATERIAL GJALUIBE BRUSHLESOATIND WITH A MCLUCH PART SAY STANDARDS FOR ALL RETE WORK S IALL CONCRETE AGE KSHALL CONFORM WITH ACL 310 OR LATEST. DETAIL REINFORCING IN COMEUPPANCE WITH ACT. ARM LATEST. SS STRUCTURAL CCTUR$NOSE �WALL IC RSA iLESWHERE PERMITTED SHALL MINIMUM D THEE AR 30 BAR DNMEDE AL E DE ACCUSTOMS NECESSARY TO SUPPORT REINFORCINGPOSITIONS AT WIiIONS SHOW ORAWINOSL i♦ WIRE FANG REINFORCEMENT MUST UP ONE FULL MESH AT SIDE AND END OR$ WALL SE a5 CODE ANT STRUCTURALTONS BOLF AAPR,a EPRMOIST MXFOR 7 ITYWHICHHT TAFTOPOURING. CONCRETE UNDER WASS. SO IST CHANTER ON ALL CORNERS AND E DGES. 38 ALL OF.W]OPSL 4SCUMPANDAMINMHALL BE DUMNREENTRAPEMOF%iNMMCFi0 DAV 31REXGTN IS ALL ABEEIINFORCI G STEEL SHALL BE GRACE 61 All REINFORCING MEW SHALL CONFORM TO 1 GI 4.0 ME NJTE6: 4.1 ALL FEE MAMSULLSH E ♦ LSE EXTX SERIES AM OR EQUIVALENT. PRODUCED BY RIE H REEIH ADHESIVE RESIN SHALL THAT IS DEMOCRATS WITHiE RESIN MATRIX USED IN THE STRUCTURAL 4N 43 ALL ME CONNECTIONS SHALL BE FU PLEXUS METFACRYLATE OR AN EQUIVALENT HPA PLATE DA MINIMUM OR PER MASON. JAL IIA ISSFST NJ E AND SEATS) II DMIMETER SHALL BE EETIGHTTENED TFAR SCROO SNULFIGM NT CRUS AN ADDITIONAL TURN, EVER TO KONG LEARNED ENT H PROXY. ♦ TO PANELS I SWATHING HALL BE FULLY BONDED WITH SIB' FUTHEAO FRP SCREWS AT 12' ♦S ALL FIELD CUT AND DRILLED EDGm HOLES AND AJNA510NS SHALL BE SEALED WITH CATALOGED EPO>Y RESIN COMPATIBLE WITH THE MANUFACTURERSONOHAL RESIN. ELECTRICALNOTES2. 1. UNMITTALOF 810 INVICATESCONIFEACTUR 13 COI OF ALL JAY WE CONDIFLONSAND WORK TO BE PERFORMED UNDER THIS CONTRACT CONEGAEFFOR IS RESPONSIBLE FICRALL T TO BE SRS. 3. ELECTRICAL CONTRACTOR SESE PLANE ARE DIAGRAMMHALL ATIC PROVIDE ALLONLY, ANDLLLABOR. MATERIACS INSURANCE, EQUIPMENT. INSTALLATION CONSTRUCTION TOOLE. TRANSPORTATION. ITC, ME A COWDUENEF AND PROPERLY OPERATIVE SYSTEM ENERGQm THROUGHOUT AND AS INDICATED ON DRAWINGS. AS SPECIFIED HEREIN WOODS AN OTHERWISE REWIRED. 4. ALL MATERIALS AND EQUIPMENT$HALL BE NEW AN D IN PERFECT CONDITION M EH I HSTALLED AND SHALL BE OF THE BEST GRACE OR GROUP OF EQUIPM. SHALL BE AND APPROVED BY U HOE WRITERS LABORATORY AND SHALL BEAAR HE I HSFECTIONLISTED LABEL M' MERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET ME ARRANGE. OF TH E DIALACH OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION MATERIALS SHALL BE MP D 5. ALL CONDUIT INSTALLEESTABLISHED BY ANSI, MANUFACTUREDERE DS SHALL AN MOUNTED UNLESS Oi ERWIE NOTED. GOVERNING TATE. COUNTY, LOCAL CODES AND OS,HA.6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK miN ACCORDANCE WITHAL 7. E8. LEECTERIICALLCCOR�CT R SHALL SEGUE ALL NECESSARY EALLECTRICPERMITS. AND PAY MPLETE JOB BE GUARANTEED FOR A PEOD OF NO LESS THAN ONE YEAR AFTER THE E OF JOBNALL CMPLETION. ANY WORK MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT OWE UPON EN EXPENSE OF THE (E ELECTRICAL CONTRACTOR w B. ALL CONDUIT ONLY C SHALL PAGE FULL WIRE OR NDP[ AnoiiRUW iO vWlcnRon, AT THE. IS PROVIDE OWNERWITH ONE SET OF COMPLETECIRCUITS WITHINIC WORKNGTHE DAYS OF PROJECT COMPLETION. ELECTRICALS'ASBUILPUPNBRAWINGS,HOLMNG ACTUAL LOCATION OF CONDUTOU 11. ALL BROOCHURES, OPERATTIINGG MANUALS, CATALOGS. SHR RAWINGS, ETC. SHALL BE TURNED ER VER PROJECT COMPLETIO 12 USE i -TAP CONNECTIONS ON ALLJMULTICIRCU RS WITH COMMON H EUTRAL CONDUCTOR FOR LIGHT] DFORMED NO RING SHALL BE TESTED RE. ALL CON DOCTORS SHALL BE PEI R 1S T1 DO 3IECI FICATIONS AND 3 HALL HAVE RESISTANCE TO EARTH OF 5 OH ME OR LESS. IF OT HENRY ENNEER. 14 ALL Cl FORT BREWERS, FUSES AN D L SOLIDS ENT SHALL HAVE AN INEFRRU"HE RAT NG NOT LESS THAN TH E WOU M ON SHORT -CIRCUFF CLOSE NT TO CH THEY MAY BE 15. PRETERIT ESUBJECTED ELECTRICAL INTALURON SHALL E GROUNDED AS RDUIREDIBY ALL APPLICABLE 16. PATCH, REPAIR AND PAINT ANY AREA TNT HAS BEEN DAMAGED IN ME COURSE OF THE 17. IN CROWD HOLES INTO COMPETE RAWTH E R FO R FASTENING OR ANCXRING PUEFE E60R PENETRATIONS UNDERSTOOD THAT TENDONS FLOOR ANDRE RS WILFOR LLUIT OR L NOT BE DRILLED INTO, C, PIPE HOW UT OR DAMAGED IT MOST BE CLEARLY UNDER ANNY 10. LOCATION OFIRCUMSTANCES TlHMNS AN MUMPS AD E NOT DEFINITELY KNOWN AND THEREFORE MUST BE MARCHED OCR APPROPRIATE METHODS AND IPMENT VIA X-RAY OR OTHER DEVICES THAT REINFORCING STEEL TENDONS D. ENERY113% INVFIRE CAN ACCURATELY ARATED EWALLA SHALL E FINE USLOWED IN CCRWWLE WITH APPLICABLE LOCAL SUILDMX COXES. USING UJIL. RATED MATERIALS. 30. ELECTRICAL COFACTOR I6 TO CORDNATE WITH UTILITY COMPANY FOR CONNECTOR OF COSTS NULL SE END BV THE CONTRACTOR. 21. ELECTISCAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ANDUOR CATALOG LUTANIST N ALL HONSEECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PR OUTO COMMENENTOFTHEWORK t UPON COMPLETION OF WORK CONDUCT MARINERS AND SHORT CIRCUIT, AS WELL EG GROUNDING TEST. GROUNDING PROMISES DAILY R LL DREULTING MOM T SHALL BE PREFORMS BY INDEPENDENT TESTING AGENCY JJESSE SWOLO WIT H BROOM EFFORT SUBMITTED TO THE PROJECT LEAVE AVE WRKR FOR REVIEW ANDP PRI 33. CLEAN PROMISES INA N. ALL EXTENT WALL IENETRATONS WELL BE BODED WITH POY6EW SEALANT. 36. COMPRESL PH SION STRANDED p i0 BE USIR WIFE ED ON GREEN CONDUTTS NSULATION FOIBE SET MXD WITHSPIPE AND SECURER T GRIMPED DOUBLE LOS AND ATTACHED IDS WIT H NNS, BOLTS AND TAR WAXERS TYPICAL ANO NOTOX GREASE DEFACER 20. ALL ABOVE GROUND CONDUIT WELL BE RIGID GALVANRED CgIWR WITH! WEATHERPROOF GROUNDING METALLIC PARTS OF ELECTRICAL EQUIPMENT W IPMENT MA 60 FTNECH UPS NILARRY BUILDINGO MEHIT RT CWALL BE DRUNK D IN ACCORDANCE WITH THEOBILE GROUNDING AND BONDING STANDARDS. PND THE NATURAL ELECTRICAL CODE. 2. PROVIDE INUCTIFICALL GROUNDING AND SENDING SYSTEM TERIVOTINCLUDING GROUNDING ELPJECTRODES. SENDINGJ JUMPESTEDERS PEI ASSEMBLY F AND ADDITIONAL 3. ALL GROUNDING CONDUCTORS WELL PROVIDE A EVERSON DOWNWARD PAM TO GROUND WITH GRADUAL BEND AN REWIRED. GROUNDING CONDUCTORS NOT BE LOOKED OR SHARPLY BEM. ROUTE STRAIGHTESTGROUNDING CONNECTIONS AND CONDUCTORS TOL GROUNAGE D IN HE SHORTEST H RTEST TIAND ERS GREATER TRAIN FEET IN HI WHERE THETMWl R 4. DRUNK GIVE CONOUSTORD ME REWIRED TO UE FOULTED TO GRACE, THE CONTRACTOR GROUND KING.TTROUTE TWO O THHE ENSURE GROOUNDING SYSTEM. THE GRWWIW COMRB UCTEGSHORS FROM THE ROOFTOP, TOWERS, AND WATER ALL NOT BESIMAIF GROUNDING SYSTEM THE TELU BUILDING STEEL COLUMNS. LIGHTNING PROTECTRMTM AND BUILDING MAN WATER UPS (PEPSI OR CONSENSUS VITAL PIPINGRLYL E CENTER ROUHDIHGNAND SWUNG CCONNECTOR$. INCLUDINGUFACUTUREARDS PUBLISHED TORQUEGHTENING SCREWS AND DOLTS,VALUES IN ACCORDANCE BARI CONNECTORS AND BOLTS. WHERE MANUFACTURERS TORQUING REQUIREMENTS ARE NOT AVAILABLE FIE IX NO ASSUURE PERMANENT AND EFFECTIVE GROUNDING. CONTRACTOR SHALL VERIFY T E OF GROUNDING TIE4NFPCINTS TO THE EXISTING 6 ALL UNDERGROUND MOUNDING CONNECTIONS SHALL BE IMAGE BY THE GROUNDING SYSTEM EXOTHERMIC VAID PROCESS AND T INSTRUCTIONS ALL7. GROUNDINGCRFE"ONS SHALL BE DEPUTES FORRGMNE5SEXOTHERMIC WEDED CONNECTIONS V SHALL BE m. OVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING CENR 8. APPLY FINISH TO HUD APPLIED PROCESSING COATINGS HAVE BEEN DESTROYED. CONNECTIONS AND PLACES WHERE FACTORY INSTALLED IN All PREFER MOUNDING AND BRANCH COFFEE. SHALL E 10. BLIND ALL INSULATES GROUNDING BUSHINGS WITH A SAVE 6 AND MOUNONG CONDUCTOR IT A GROUND BUS 11. DIRECT GROUNDING DOORSTOPS SHALL BE INSTALLED AT A NOMNAL DEATH OF WE MINIMUM BELOW GRACE, ORB BELOW TIE FROST LINE, ME THE GREATER OF THE TWO IT Z ALLCHEDLENO PVCCOHDUITL GROUNDING RS EMBEDDED IN R PRODUCING CONCRETE HEART BE INSTALLED 3. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SWEDEN IN STRICT ACCORDANCE WITH MANUFACTURER INSTRUCTIONS REMOVE SEALING TAPE MOM LEACHING AND STEAMER HOLES. I PROTECTIVE BOX FLUSH WITH GRACE. 14. GAVE GROUND ROM UNTIL TOPS AREA MINIMUM DISTANCE OF SP DEPTH OR BELOW FRRi LINE USING THE GREATER OF THE TOO DISTANCES IS FOSAXONTHE ICE BRIDGE 19 MORE THAN 6 FT FROM THE GROUNDSARAT7HESAGE OFFER LOWER AUGURED GROUND L BE FUJI ENDOI ICE ORMI SPEAKS RRESTORS 0. CONTRACTORTHE COAX S SHALL REPALE IR aAN OINITS RREPLAOE EXISNNGGRORDIWSYSTEMCOMPONENR DAMAGED DURING CONSTRUCTION AT7HECONFRAOTORB EXPENSE. WADSWORTH PI STRING DN02403B NJJTH WADSWORTH BLVD. HUGE, EST S JEFFERSCNCOUNTV WYco FIELD SERVICES ypMT� WYCORSCOM 10101 Ni 0 104C-21 CONSTRUCTION THE WYco FIELD SERVICES ypMT� WYCORSCOM 10101 Ni GOVERNING CODE: 20181NTERNATIONA1. BUILDING CODE (IBC) AND ALL LOCAL AMENDMENTS, EXCEPT AS NOTED DESIGN LOADS: RISK CATEGORY: 11, Standard ROOF LIVE LOADS: UNITS Ground Brow Load oNt 30 psf ROOF DEAD LOADS: per (Non) Roo(: 20 psf EQUIPMENT LIVE LOADS: wd(Gi (1) Air5cxle Dual RRH: 33 Its (1) T MOBILE AHLOA RT; 91 Me (2) FFHH 65DR3 Antennas: 256 Its (128 lbsrardenna) WIND LOADS (ASCE 7-16): psi(GPa) Basic Wind Speed (UNI: 140 mph Building Enclosure Cemtratbn: Endall Internal Pressure Coeffirient(GCsib 0.18 Wind Exposure: B STRUCTURAL STEEL: Structural steel shall be detaled, fabricated and credit in accordance with the "Specification for Structural Steel Buildings' (AISC 360) and the 'Code of Standard Practice for Steel Builiigs ad Bridges' (AISC 303) by the American Institute otSteel Construction (AISC). All structural steel shat Seldom to the ASTM Standards and grades idkatd below, unless dead othemise on the drawings or details. Other rolled shapes Imputing dates, charst and angles'. ASTM A36, 36 kid yield. Hollow structural section (III rectangular shops'. ASTM A500, Grade B, 45 bui yield Unless otherwise noted, framed beam connections shall be bearing tym wird Wiff diameter, thug Fight, ASTM A325 bolds, del in conformance with the structural drawings and the'Steel Construction Manual' by the AISC, 14th edition. Install bolts in accordance with AISC's "Specification for Structural Joints Using ASTM A325 or A490 bolls,". All beams shall have full depth web stiffeners each side of webs above and belowcMumns (114- plate or as roti Anchor reds shall conform to ASTM Ff554, Grade 55 as noted on the structural drawings with waldabill supplement S1. Welding shall be done by a whined welder inn accordance with the AISC comments listed above, to Amedarm Welding Society (AWS) D1.1: 2006 Structural Welding Cade, and the recommendations M use 0 E70XX electrodes. Where not specifically acted, mkinure wed shall br 3/16" fillet by length of contact edge. All post -installed anchors shall have current International Code Crunch Evaluation Sedco (LOGES) repots and shall be installed in accordance with the manufacturer's requirements. Expansion anchors shall be roved Yretle" unless 'call noted k be'sleave' as noted on the structural drawings. Pa pp 9 ype specifically tylae 9 Chemical anchors shall be approved! baa epoxy ior ng plates adhesive type as Appropriate 28 ate for mere atbd n slid and non -solid base materials. Grout beneath column hese and beam bearing plates shall have a minimum 28day, compressive strength of 7,500 psi and shall be mn- shrink, non-mekllia and tested in accordance with ASTM C1107. SHOP DRAWINGS: The about drawings areco Ihted and shall not be copied for use as srectimms or shop tails. Use of Anlham's as alearonlofiles 9 rP d p de the basis lar shop drawingssreqq uires men approval by Anthem, a signed rousse of liability by the general contredvantlly his subcontractors, and deletion of Anthem's name and logo tram all shut oo used. Theopand conlredorshall submit in coming any requests 1e medpty thed takeen drawingsorendedral cienBtbna. AN shop and erection drawings shall be checked and stamped (after having been oheWe4) by the or to s Inlmdor prior to submission en for sWclurn d without review; shop tlrewing submittals rid checked by to general contractor pion to submission to the structural engineer will be returned without review. Furnish two (2) prints of shop and erection drawings to the sleclurel engineer for review prior to fabrication for. fiber toral minfsleel, fiber re th reed planers (FRP) Submit is a tiney manner In puetl 10 working taydfor review by the structure) engineer. Shop drawings hanger for review do of Me shop "reposesfprchange inwhiling"amass spdeRcsuggested changes are tearymarked ,k any event, changes made by means of Me shop drawing submilkl process become the respondNlity of tlo one initiating the change. The general contractor shall thoroughly insged and survey the existing struclure to very contlifive that affect the work shown on the drawings. The general contractor shall report any varkgm6 or discrepancies to the architect and structural engineer before prooesding. All structural shapes are to be manufactured by the pultrusbn process with a glass Intent mkinum ct 45%, maximum ct 55% by weight. The slruclud shapes shall be composed of fiberglass reinforcement and resin in qualities, quantities, properties, arrangements and dimensions as necessary to meet the design requirements and tlimemlons as specified in the Construction Documents. Fiberglass reinforcement shall be a contribution of continuous roving, continuous strand mat, and surfacing vel in sufficient counties as needed by finer application and/or physical persons required. Resins shall be with chemical fonulaton necessary to provide hoz corrosion resistance, strength and other physical properties as required. All finished surfaces of FRP tams ad kbricatlons shall be smooth, resin -rich, free of voids and without ministers, checks, craze or unreinforcedueas. An glass fibers shall be well covered with min to protea against their exposure due towearor weathering. Structural Shapes supplied shall meet the minimum dimensional requirements as shown or specified. The Cunadarshall provide and/or verify measurements infield for work fabricated to fit field conditions as required by manufacturer to complete the work. Determine correct size and locations of required holes or coping from field dimensions before structural shape kbricatbn. All shop fabricated raw or drilling shall be meted wird dnyl ester resin to provide maximum Irtosion rermince. All fiend fabricated ruts or drilling shall be Wetted sllnlady by the cmtracta In accordance with Nle manufacturers InstmcticlS. Hardwar0: FRP hoNs, mudod rods and nuts shall be provided as shown or specified In the Control Documents. Puntruded structural shapes ue to have the minimum bngildinal racdirmill Properties listed below: PROPERTY ASTM METHOD VALUE UNITS TENSILE STRENGTH D638 30,000(206) per (Non) TENSILE MODULUS D-638 25X70'8(17.2) 1 wd(Gi FLEXURAL STRENGTH 0-790 30,000(206) psi(MPe) FLEXURAL MODULUS D-790 1.9x10^6(12.4) psi(GPa) FLEXURAL MODULUS FULL SECTION) WA 2.8x10^6 19.3) poi GPa SHORT BEAM SHEAR(TRANSVERSE) 62314 4,500(31) pd(MPa) SHEAR MODULUS(TRPNSVERSE) WA 4,Sn10"5(3.1) lai(GN) FRP fasteners W have the mkknum mechanical prounks distad below: The structural drawings illustrate and number the completed structure with eknerAd in Iheir owl traded, properly supreme, connected antllor braced. The structural drawings Illustrate harkel and representative debits to must the cleared contractor, Details shown apply at all similar conditions unless otherwise tntlncetod. Although due diligence has been applied a make Ce drawings as mmpleie as possible, not every detail is Illustrated and not every exceptional condition is addressed. All propnerary connections and elements shall be installed in accordance with the racnuecturer4 recommendations. All work shall be accomplished in a workmanlike manner and in accordance with No applicable codes and Ideal ordinances. The general contractor is responsible for coolinatlon of all work, Including layout and dimension venikon, whenM6 molinatlon, shop drawing review, and the work dsubpontradom. Any discrepancies overworked discovered in" course ct the work shall be immediately reported he the arelltecl ant structural engineer for resolution. Continuatmofx vdtWlmffo Btmofdiwmpancies relieves the architect ad structural elgdnear him all consequences. Unless otherwise specifically indicated, the Slowdown drawings do not describe methods of construction. The general contractor, in the proper sequence, shall perform or supervise all work necessary to achieve the final completed structure, and to protect the structure, woNneen, ad others during construction. Such work shall include, but net be limited to temporary vaarg, shoring for construction equipment, shoring for excavation, fornework, wending, safety devices and informed of all kinds, support and bracing for vanes and other erection equipment. Temporary real all remain in dace until all floors, walls, roofs and any other supporting elements are In place, The adv rice and structural endrever bear no responsibility for the above Items, and In ervalll visits to the site clic not In anyway include Inspections of therse Items. These plans have been engineered for construction at one specific building site. Builder assumes ALL responsibility for use of these plans at ANY OTHER building site. Plans shall not be used for construction at any other building site without specific review by the engineer. LETTERS OF CONSTRUCTION COMPLIANCE: The general mnlracbr shall determine from the local building monandry, at the Ince the bvllding pent Is oblaked whether arty letters of council compliance will be requested from the structural engineer. The contractor shall carry the structural engineer of all such requirements in waling prior to the short of construction. Two day advance notice shall be given when requesting site visits necessary as the basis for the compliance letter. The owned contractor shall provide copies of all thirdpany testing and inspection repods to the architect and stmcWal engineer minimum done week Prior to the date that the compliance letter Is needed. SPECIAL INSPECTIONS(valid for IBC 2018): The Momeng Special Inspections and Testing shall be performed by a qualillad Spatial Inspector, resigned by the Owner, in accordance with III Following sections of IBC Chapter 17: Section 1705 Spatial inspections and the following sub sedons: 1705.2 Steel Construction including 1705.2.1 Structural Steel The Special Inspector shall be a qualified person who shall demonstrate competence, a the satkfaction 0the building official, for inspeckm of the particular type of construction or operation requiring should inspection. Duties acct responsibilities of the Special Inspector shall be to inspect al test the work outlined above and within the Statement of Spdekl Inspections in accordance with Chapter l] of the IBC for contormanca with the approved construction documents. All discrepancies shall bebrought a the immediate attention of the contmbor for career mall he Per i;eaionli➢42.4 the Special inspection shall be regular repots to deports fpencekl and the structural engineer. Progress reports forcontinuousdinspectionshallbe "it weekly. Individual repotsofpeoadm inspections shall ed famishedwithin one week ofinspectionclaks.The salients vuarteedbyth Stinueslcectbnof Record re pied deficiencies and repots previously po , changes btheapproved construction documentsauthorized 10 by the the o final special roof Rem 1. The Special Inspector shall to the best shoedreconwithin10days dthermalspecial inspectionstating whether the ranged specialinspection was, to the bestoff the the iWorknowledge,Inconformancewiththeapproved construction tlm�ments ard�e aPolicable workmanship provisions of the IBC. Work not in conformance shall be noted in the report. iL 4� The contractor shall submit a statement of responsibility to the building official and the owner prior to the commen"eft i d a m main wind -or seismic -force residing system dedgmled seismic system a a wind- a sensmicresisting compgrenl lis a Statement of Special Inspections per weaken 17104.5. Except as noted the special inspections ontiretl above are in addtion to, and beyond the scope of, pedmlc SOWtu�et{�mnakma9s deXnelto section 1704.6. Structural Observations are included k the slmcluml engineering design and I No servic s provided by to structural morwer. PROPERTY TEST METHOD 3M' fir 518' SW 1" NUT ULTIMATE TENSILE LOAD WA 1,050 Me 2,00011s 3,10011s 4,50011s 6,50)Me (2) NUT ULTIMATE TENSILE LOAD WA 11470 Me 2,800 Me 4,340 Me 6,300 Me 9,700 Me TRANSVERSE SHEAR ON THREADED ROD - DOUBLE SHEAR ASTMYB565 SIMMe5,000 Me 7,500 Me 12,000 Me 22,000 Me TRANSVERSE SHEAR ON THREADED ROD -SINGLE SHEAR ASTSB555 I'M Me 2,60)Me 3,80)Me SIMMe15,000 Me COMPRESSIVE STRENGTH- LONGITUDINAL (NO NUTS) ASTN-D-695 60,000 pd 60,000 pd 60,000 get 60,000 get 60,000 pan FLEXURAL STRENGTH ASTIMJ0,790 50,000 Si 50,000 Si 50,000 psi 50,000 psi 50,000 psi DIELECTRIC STRENGTH ASTIM4 149 ARCH Archtect, Addeclurel 35 whin 35 whin 35 whin 35 Ism 35 Ism COEFFICIENT OF THERMAL EXPANSION- LONGITUDINAL Small F) SHIT 5x10^5 Extol Extol Extol Extol MAXOPERATIONTEMP MFR Manufacture, -er, -1 95 -IS Ode' F) 95°C(201 F) 95°C(203°F) 95°C(203°F) 95°C(MC F) THICKNESS OF NUT AND WASHER Each Sank 314' 718' 1-118' 1-114' 1514' DIAMETER OF WASHER I 1 1' 1-118' 1-114' 1-112' 1 2' ABBREVIATIONS KEY AB Antler Rod BON) LEGEND EF Each Face Indicated top of steel beam elevation LVL Laminated Veneer Lumber (funded) ��I IXXXi! RO Rough Onl ADDL Additional EJ Expansion Joint LW Ught Weight Concrete Sc Blip CrAical ARE Abve Finland Floor (E) EL Elevation Indicates span direction MASY Masonry (N) SCH Schedule ALT ANwwn EN Edge Nailing MAIL Material SDST Be Dulling Set Tapping AMT Amount binclunimi ENGR Engineer MAX Maximum SECT Section APPROX Appwimata ED Equal MECH Mechanical SF Square Feat ARCH Archtect, Addeclurel EQUIP Equisment MEE Mezzanine SHIT Sheet ASID AllowatAe Srem Detail EQUIV Equhdent MFR Manufacture, -er, -1 SHTG Sheathing AVG Averse ES Each Sank MIN Minimum SIM Similar BC Bottom of Concrete EST Estimate MR Mental SL Sloped BE Bock Lecie E -W East leWest NIC Not In Conrad SOG Slab On Grade BLK Black EXC Excaume NS North to SecuN SP Spill BLKG Blocking EXP Expansion MS Not to Scale SPEC Spsencatbns BM Beam EXT Extent OD Outside Diameter SQ Square BOT Beakm FON Foundation OF Outside Face STD Standard BED Bearing FF Ewell Race OR Opposite Had SIL Steal CANT Cantilever FIG Figure OPNG Opening STIFF Soberer CF Cubic Fact FL Flush OPP Oppete STRUCT Structure(Structural) CIP Cost n Place PLR Floor OSB Owned Strad Board SY Square Val CJ Construction JoM(Ccal Joint) FP Full Penetration PAF Powder Actuated Fastener SYM SymmeMcal CLG Celing FTG Footing PC Precast TSB Top and Bottom CLR Clear GA Gage (Gauge) PE Preengkesred(trmses) T&G Tongue and Groove CMU Concrete Masonry Unit GALV Cottoned PEN Potential TB Top ct Beam COL CUUmn GC General Contractor PERP Pereardivlar TO Tap of Concede COM Common GEN General PIT Pocket Ti Top a blot CONIC Comate GL Glue Laminated(GU lam) PL Property Una TL Total Load, Tap of Ledge CONN Connection GR Grew PLF Pounds per Under Foot TO Top of Masonry CONT Codmhe(Codmee) GT Girder Tress PSE Pounds per Square Foot T.0 Top of CONSTR Bellantoni GYP BD Gypieum Boal PSI Pounds per Square Inch TRANS Transverse COORD Coorcimte, Coolkakon HAS Heeded Auchan Stud PSL Parallal Strand Lumber(ganedc) TOP Typical IS Countersink HNGR Hanger PT Pressve Treated lati UMmate CTR Center HORIZ Horizontal PT Post Tensioned UNO Unless Noted Otherwise CY CubicVal HE Height or Heaay Timber PV Phdovollaic VERT Vertical DAB Deformed Anchor Bar ID Inside Diameter QN Quantity VIF Verify In Field DIAG Di nal T o INT Interior R R m WA W eMdor DIM Dimension K Kip (1,000 logo RE Reference(referk) WE i Wide Flange DL Dead Lod LGS Light Gage SMtl RECT Rectangle WP Work Farm DN Down LL Lye Load REINF T l M Weight g DP Driled Pier LLH Lang Leg Horizontal REO Required WWF Welded Won Fabric DAVIS Drawing LLV Long Leg Vertical REOMT Requirement XS Extra Strong EA Each LSH Lang Side Horizontal RET Retaining Wal XSECT Crum Section ECC Eccentric LSV Long Side Venicel RM Ronm XXS Double Elm Strong E -E End to Ed LT L' ht RMO Box edo Manual Town n (EI R41 Exidirg New SHEET LIST SHEET NUMBER LEGEND SRI I)Ji Indicated top of steel beam elevation 3DVIEWS ��I IXXXi! CMU E3,�C Ib ilatm down ciontinuaus through level shove EST SECTIONS Concrete Cy�XXXX Indicates column type below level shown (E) Intlilles'exietirg Indicates span direction (N) Indicales'ni 7 Indicans; step in floor elevation DATE (R) Indicates to has removed' XX' -%X' Indicates top of concrete dab or wood wbfloor devarion suwars binclunimi SHEET LIST SHEET NUMBER SHEET NAME SRI STRUCTURAL COVER SHEET B SPECIAL INSPECTIONS Sol 3DVIEWS 51.1 THIRDFLOORFIRAMINGPLAN 512 ROOF FRAMING PIAN EST SECTIONS PLANS WVGO FIELD SERVICES WAttactle Danthem structural engineers BOULDER I STEAMBOAT SPRINGS 3035088ho anthemstmctx2l.mm Anthem lob#]BAW ZDC 5 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION twwa-at suwars binclunimi SITE NAME: WADSWORTH PLAZA SITE ID: DN02403B SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE STRUCTURAL COVER SHEET & SPECIAL INSPECTIONS SHEET NO. S 001 FOR ILLUSTRATIVE PURPOSES ONLY, NOT INTENDED FOR SPECS, CALLOUTS, ETC. 3D VIEW - STEEL FRAME ONLY 3D VIEW - FRP FRAMING ONLY 3D VIEW - STEEL FRAM & FRP FRAMING Fl-ANS WYGO FIELD SERVICES MSDOVINMU DENVER W MIS Danthem structural engineers BOULDER I STEAMBOAT SPRINGS 30350&8h97 anthemstrIMmi.mm Anthem lob#20AW ZDC n PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION SITE NAME: WADSWORTH PLAZA SITE ID: DN02403B SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE 3D VIEWS SHEET NO. S 0.2 THIRD FLOOR FRAMING PLAN 114" =1'-0" PION NORTH FLOOR FRAMING PLAN NOTES: 1. SEE SO.I FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS KEY AND LEGEND 2. SEES5.,FORTYRCALDETAILS 3. ALL INFORMATION, DIMENSIONS, ELEVATIONS, ETC SHALL BE CONSIDERED APPROXIMATEAND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 4, REPORT ALL DISCREPANCIES TO GENERAL CONTRACTOR AND ENGINEER 5, REMODELING,RETROFIT, RENOVATION AND REHABIUTATION OF AN EXISTING STRUCTURE REQUIRES THAT CERTIAN ASSUMPTIONS BE MADE REGARDING EXISTINI CONDITIONS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER IF ANY EXISTING CONDITIONS DEVIATES FROM THOSE INDICATED ON THE CONTRACT DOCUMENTS 6. TOP OF (E) IST FLOOR LEVEL= Y -O' (DATUM) TYPICAL BASE CONNECTION WI =1'40" V2 THRID FLOOR KEYNOTE SCHEDULE NAWYGO FIELD SERVICES DENVER W MIS DESCRIPTION Danthem ADHESIVE ANCHORS WI d"EMBEDNENT INTO (E) structural engineers BOULDER I STEAMBOAT SPRINGS 301 anthemstmctural.mm Anthem lob#20AW SCREEN TUBE, WI611d" MIN EMBEDMENT INTO (E) BRICK WALL, TYP OF 4 /ANGLE TO HSS (E) ELEVATOR WALL HSS COLUMN, SEE PLAN BASEPLATE& ANCHORS, SEE PIAN 16 VIF (E) V THICK CONCRETE SLAB ON DECK THIRD FLOOR ZDC 5 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION 10I sMsW]S �ns.s„�Tan erwa SITE NAME: WADSWORTH PLAZA SITE ID: DN02403B SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE THIRD FLOOR FRAMING PLAN SHEET NO. S 101 II I I I I II I I I I II I Iw Iw I I I I I Iw I I I I II II II II II II 6-1110 VIE HOISTWAY WIDTHORAGPIATE Iw II I I Iw II I I (E) CORRIDOR WALL, BELOW I � I I II I I (E) UNREINFORCED I I I I I I I I I I I I I I I I I I I I 3-WttHE BRICK WALL DESCRIPTION 10I 1 ILL UUUSTSJ(m0NbrCUUa ILL _ _ L — — — — — — J L _ _ _ fill r(E) WIN12 — I I' Ili I I' I I II III III I I I 1 I I— I 1 5.1 I I — — ul (E)ROOFHATCH I I I I II I �I I II I I T.O. E ELEVATOR I (E)20 GAGE NARROW I 33'10112' RIB, ROOF DECK • I Ir — — — -- s— — -- — I/0(E)W7 12 — —(E) 10x12 — — — 77 i I T� O.I�RWF I III I I I I I I I I I I I I I III III I I I 94Y (DRAG PLATE DIC 6-1110 VIE HOISTWAY WIDTHORAGPIATE 4'-03ME I I I I I I I I I I I I I I I I I I I I II II II DESCRIPTION 10I (E)I10a12 UUUSTSJ(m0NbrCUUa (E)W10x12 I I I I I 311 I I I I I I I I I I I i ELEVATOR ROOF FRAMING & DRAG MEMBER PLAN 114'=1'-0" P ROOF FRAMING PLAN NOTES: 1. SEE SO.I FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS KEY AND LEGEND 2, SEE 85.I FOR TYPICAL DETAILS 3. ALL INFORMATION, DIMENSIONS, ELEVATIONS, ETC SHALL BE CONSIDERED APPROXIMATE AND SHAH BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING OR FABRICATING MATERIAL 4, REPORT ALL DISCREPANCIES TO GENERAL CONTRACTOR AND ENGINEER 5, REMODEUNG,RETROFIT, RENOVATION AND REHABIUTATION OF AN EXISTING STRUCTURE REQUIRES THAT CERTIAN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER IF ANY EXISTING CONDITIONS DEVIATES FROM THOSE INDICATED ON THE CONTRACT DOCUMENTS S. TOP OF (E) I ST FLOOR LEVEL =Y -P T. TOP OF (E) STEEL JOISTS =V-10 V2, VIF B. TOP OF (E) FINISHED ROOF =30-p ROOF KEYNOTE SCHEDULE 4 ENLARGED ANTENNA SCREEN FRAMING PLAN 314' IS T-0' T • Mobile SNS MISPAIRD 01 WI FIELD SERVICES IAI MSEUMMST DENVER W MIS Danthem structural engineers BOULDER I STEAMBOATSPINGS 301 anthemstmctuml.com Anthem lob #I 1115 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE DIC DESCRIPTION 10I sMsReS UUUSTSJ(m0NbrCUUa SITE NAME: WADSWORTH PLAZA SITE ID: DN02403B SITE ADDRESS: BLVD. 4485 WADSWORTI- WHEAT RIDGE, CO 80033 SHEET TITLE ROOF FRAMING PLAN SHEET NO. S Oil 11'-017 ANGLE PIPE HSS STUB, SEE PLAN 2'-217 6'-P 24E MOUNT TO311fi CLIP ANGLE, SEE PIAN HSS HSS3X3X3116 I TOP OF FRAME EXTENDED CUP ANGLE, SEE PLAN_ i------------------------------10AMM I I v 46.6 2 100 PIPE MOUNT r ° FRP FRAMING BEYOND / II —r1 SHEAR PL 114'x3'x0'-3' W198'O BOLT, TYP ANTENNA 8 MOUNT' O PIPE, SEE I II II I I I ARCHITECTURALDRAWINGS,TYP `� FRP ANGLE PER 31551 CLIP ANGLE, SEE PIAN 112"0 THROUGH BOLT, TYP FRP ANGLE TO FRP ANGLE CONNECTION L3%3Y ANGLE L3X3X318 FRP ANGLE FRAMING, TYP I SnX3X114 FRP FRAMING BEYOND PMENNA&MCTURN- RAWNEE� I I I I ARCHITECTURPL DRAWINGS lPV THICK FRP PANEL STRUCTURALLY ADHERED TO FRP ST FRAMING PER 31S 5.1 FRP FRAMING, TVP o o I o11 011 I I FRP PANEL PER 3155.1 170 FRP THROUGH' BOLTp TYP CONNEE ST TOCTION FRP 1 y ANGLE CONNECTION c FRP FRAMING IBEYOND I RAD CENTER ------ 4 49-V SEE ARCHITECTURAL DWGS cupANGLTYP 3116YO I f 4 CGL, p PLACE L3x 14x0'-3"TOP &BOTTOM. THROUGH BOLT ANGLES TO ST BEAM Wl112"0 BOLTS, CENTERED, TYP ST3X3\BEYOND FRP FRAMIN O .SN heal,pa U w SLOT HSS TUBE FOR -%/ I HSS STUB TO CONNECTION TO GUSSET, TYP I j I/ HSS, TYP ONN 311fi GUSSETTO 11 m�yda5 1 Z9 8 CLIP ANGLE, SEE PLAN CONNECT I HSS 3116 I PIPE MOUNTS TO ANGLES Wl Tx4 1 1 EXTENDED CUP ANGLE, SEE PLAN 118'x3re'O LLBOLTS, TYP IHSS STUB, GUSSET PL 114"x6k0'-01" SEE PLAN Wl518"0 BOLT, TYP HSS STUB, SEE PLAN O 11 L___ ti. h HSS3%3%&16 ST3X3XII4 FRP FRAMING BEYOND (E) ROOF ANTENNA FRAME STAND SECTION - LOOKING E/W v 3/4„ c l SEE PIAN MU114 DRAG ANGLE BETWEEN HSS COLUMNS ATTACHED TO (E) HOISTWAY WALLS WI 518"0 HILTI HY-270 ADHESIVE ANCHORS WITH SCREEN TUBES W) 6114" MIN EMBEDMENT INTO (E) BRICK HOISTWAY WALLS Q 16" TYP ANGLE TO HSS UP DRAG PL TO ANGLE LEG, TYP DRAG CONNECTION PARALLEL TO (E) ROOF JOIST FRAMING of .0 TOP OF ELEVATOR CORE 34._6" TOP OF ROOF DECK M4" ELEVATOR HOISTWAY WALL 3 COLUMN, SEE PIAN PL 114"x3YLENGTH (SEE PLAN) WI#12 SDST SCREWS STAGGERED ® 6" INTO (E) ROOF DECK TYP (E) ROOF DECK STEEL FRAMING, SEE PLAN TOP OF ROOF DECK 31'-6" T-0114" 6.1117' T8 TOP OF FRAME DATE HSS3X3X3116 DESCRIPTION O 45'41' I I SUBMITTAL NO. DATE DIC DESCRIPTION lawal sa 1, WWtaUCnONnocuue O II I CUPANGLE, 11 GUSSET PL 11 11 SEE PVNJ I CONNECTION, SEE 355.1 59 HSS STUB, 11 I I I I I 11 II III 11 11 II II SEE PIAN I I I I Fr I I I I FRP L3X3X318 I I I I I I I I 11 I FRP FRAMING BEYOND I I I I I I II I I I I I I I I I I i1 I I I I I I I I I 0ll ml im'II 11 H 5 �x� I I M11 I xl I I i I I X111 � SII I I 11 11 11 11 11 FRP L343%318 FRP FRAMING BEYOND 11 11 RAD CENTER 4 Q4E SEE 1 1 ARCHITECTURAL 1 1 II 1 1 I DWGS I I I I II II I I q II II I I - I I I I I I III 11 II II II I I I I I I H I I I I 11 III FRP 18 II II I I I I I I 1 I 11 11 II II 11 FRP FRAMING BEYOND MING 1 1 I I II II II II I I I I I I I I I I 'v I I I I I I I I I I I HSS STUB, 11 11 11 SEE PLAN I CUPANGLE, SEEPLAN O —� FRP L3 MX8 L___J FRP FRAMING BEYOND I O HSS3X3X3118 TOP OF ELEVATOR CORE 34'-6" E) ELEVATOR WALL § (E) ROOF DECK `? OP OF ROOF DECK 4 ANTENNA FRAME STAND SECTION - LOOKING N/S 314"-1' 0' ccc w eu DRAG CONNECTION PERPENDICULAR TO (E) ROOF JOIST FRAMING a SAS =1'0. 31'-6" FILAWYGO W.qu " SERVICES DENVER W MIS Danthem IOdengineers BOULDER I STEAMBOAT SPRINGS 30350&8h97 anthemstrIMmix AmM1em lob #]OAW I = arthro tri iLrrrx r. r ZDC 15 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE DIC DESCRIPTION lawal sa 1, WWtaUCnONnocuue SITE NAME: WADSWORTH PLAZA SITE ID: DN02403B SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE SECTIONS SHEET NO. S 5.1 COoRo RaU.N�W IRTORW � _ M)TaoeILEIV J mJ IXENT Nu EDE IBER F— O`III gER�O ° o ®o !�,. mts�. 0 aRV •ax an NAME . WADBWORTN PI an In DNO2403B JEFFERSON QDUV� DATE DESCRIPTION BY 1p�s PREPARED BY WYCO FIELD w G 38%46 G 4"0062 %pow 110/07/211 �bNAL=„ DRAI: ciMeY: AFVBY D 0014-21 CLIENTCOMMENT MID 1p�s PREPARED BY WYCO FIELD w G 38%46 G 4"0062 %pow 110/07/211 �bNAL=„ DRAI: ciMeY: AFVBY iPNIBFOPMERPXO8F110ECME \ \ TRAN9FOBUG RMER IU�E ERVCUITF?MTNE� \ CE COOPERATE USTPNCE, LOCATION. ABU ROUTINE PRIOR TO ROUGHEN R.0) -. 20M METER R SERVICE EARRONFECT 20M ERIC. AND ER DTALNIUMOUNTEO RALLF OUNSTRT R ROOFTCFBOUBT MOUNTED TO SzoPO WNL ON UNISTRUT BE SEUB O ETEI 1'A ••������ S 46 R 14 NOTBOBIDE I�1Tw BOM SITE SUPPORT 9 �Twg21 u2Mx 01 F9MF .� NOW RNER r07 No 11)cMNuwv1 NUASPNNT (D O 0 ROJSIIENWME ip WADBWORTH PLAZ4 SnE la DN024038 40062 ._ O MOP.: OiMRv: AFVBV MEET EQUIPMENT RUI WINOLA"W III VIF mgc 1p�s PREPARED BY W.CI3 D MU -21 CLIENTCOMMENT MD FIELD G m G S6 NGr w o Nv HYBRID HYBRID WROOOM JUMPER CABLES IN IN) 12RN <1 40062 ._ O MOP.: OiMRv: AFVBV MEET EQUIPMENT RUI WINOLA"W III VIF mgc 1p�s PREPARED BY W.CI3 -(2)(NITCOMUITS FIELD G m G S6 NGr w o Nv HYBRID HYBRID WROOOM JUMPER CABLES IN IN) 12RN <1 CARIE TRAY I 40062 ._ O MOP.: OiMRv: AFVBV MEET EQUIPMENT RUI WINOLA"W III VIF mgc Know whatsbelow. youd Call before you dig. 1: ONE -LINE DIAGRAM SEEM IRANI DEC. VPC Sell BE NUEPTEDEM, KEYED NOTES OE W A ME I USIMANAM a sl aSTREME PROVIDE APPROVED ARC PLAIN HADERE) WARNING ON p01RE0 ELECTRICAL EQUIPMENT PER NEC 110 16 0 A WARNING 1: ONE -LINE DIAGRAM SEEM IRANI DEC. VPC Sell BE NUEPTEDEM, AM IIAN BEREMEME IF AN urs W A ME I USIMANAM a sl aSTREME PROVIDE APPROVED ARC PLAIN HADERE) WARNING ON p01RE0 ELECTRICAL EQUIPMENT PER NEC 110 16 0 A WARNING co��ON MID Electric Arc Flash Hazard WIII cause severe injury or death 'Ehar papR CUPSC roe upmeni Celore opening a pernsan gtlogmfic uer enls write eFoI iAee NWA FEE) ee.Ne, e. _ ®.A 011MA 0 10,0M21 co��ON MID III uwO ID1, rYrr�r>san� JJN- moves. I 1200 fAFAUl CII r.sn 0 URN aNAI wnoswDalN vLnzn aIle In DNO2403B WHEATRIDGEFCORRELLES PLANS PREPAREE, BY WYCG FlGLDICES w SE R�V6 Wre.w WYCINFEM 40062 ADD Equal ED 0 10,0M21 co��ON MID PLANS PREPAREE, BY WYCG FlGLDICES w SE R�V6 Wre.w WYCINFEM 40062 ADD Equal ED E__ E%ISTING CA W NDING SKiEµ COPPER PIPE BUILDINGSTEEL7MICAL r m 0 PROUBU INFORMATION wnoswoFETN ❑�Azn SRE Ib DN024038 I PANS PRERNRED BY WYCOscw<m FIELD B RRVIGGG o GROUNDING KEYNOTES WN..vwm�m.0 I. EWFMENT GROUND PRO SURIED MINIMUM .10' BEILW GOWER, E2 SPUR DNNED WE COPPER WIRE. LICENDURENO 2 COPPER GROUND ROD PIACED MINIMUM EMERY 10. IE> WEIL � 0. PAD RED WNNECINN GHGI. 4 �O SL f'U' S ME"IM COHNECDON MICU, {U S. E2 SWO RUINED WE COWER WIRE FROM EQUIPMENT GROUND RING TO C!BINET. RI 40062 ). EECRIC4 SERWE ENWPNCE SECIIW GROUND RCGS REFER N0 /07/21 0 ONE UNE SHEET E-4 EOR DRPAL SERNCE GFVJND CODS ARE SEPARATED IRW EWfiYENT GROUND ROW. WNALP-" C. E2 SWO INNER WE COWER WIPE ROM WON POST TO ME EDWPYENT GERI RING. MCCL D. /2 WIDOW WIPE HUN DOOR PWT TO ME OWN MICLL INCHNRMNN AFVffY [POUT NDS DOOR. H E11I GOVERNING CODE: 20181NTERNATIONAL BUILDING CODE (IBC) AND ALL LOCAL AMENDMENTS, EXCEPT AS NOTED DESIGN LOADS: RISK CATEGORY: 11, Standard ROOF LIVE LOADS: UNITS Ground Snow Load (Po): 30 psi ROOF DEAD LOADS: per (Moral) Roo(: 20 psi EQUIPMENT LIVE LOADS: pal(GPI (1) AirSale Dual RRH: 33 Ms (1) T MOBILE AHLOA RT: 91 lbs (3)FFW55C-R3 MWma: W less (128 lbslantenna) WIND LOADS (ASCE 7-16): all(Gli Basic Wind Speed (UNI: 140 mph Building Enclosure Cbwrc bn: Eamd Internal Pressure CoeffrJent(GCsib 0.18 Wind Exposure: B STRUCTURAL STEEL: Structural steel shall be doweled, fabricated and crectd in accedaaa with the "Specification for Structural Steel BDldings' (All Wit and the 'Code of Standard Pdctce for Steel SuiMigs ad Bridges' All 303) by the American Institute dSted Constructed ABC). All structural steel shat Seldom to lose ASTM Standards and grades ideated heavy, unless noted otherwise an the drawings or detels. Other rolled shapes, including dates, channels, and angles: ASTM Ago 36 kai Odd. Hollow structural sedion RSS) rectangular shopps'. ASTM A500, Grade B, 45 bi yield Unless otherwise noted, framed beam connections shall be bearing type with Wiff diameter, snug fight, ASTM A325 bolts, detailed in conformance with the structural drawings and the'Stesel Construction Manual' by the All Pon edition. Iretall bolts in accordance with AISC's "Specification for Structural Joints Using ASTM A325 or A490 bolls,". All beams shall have full depth web stitfined each side of webs above and bebwadumre IRR plate or as rated). Anchor rods shall conform to ASTM FISK Grade 55 as noted an the structural drawings with weldability supplement St. Welding shall be done by a whined welder in aeaNance with the AISC comments listed above, to Amencen Wanted Soddy (AWS) D1.1: 2006 Structural Welding Cade, and the mmmmedaibns Muse d E70XX eloclrodm. Where not specifically acted, mnmum weld shall be X16" fillet by length of contact edge. All post -installed anchors shall have current International Code Council Evaluation Service RGGES) repods and shall be installed in accordance with the manufacturer's requirements. Expansion anchors shall be approved Y dl yce unless spedbcally hued to be'sleeve'type as noted on the structural drawings. Chemical anchors shall be approved epoxy or similar adhesive type as appropriate for restallalon in solid and non -solid base materials. Grout beneath column base and beam bearing plates shall have a minimum 281 compreasye strength of 7,500 psi and shall be non - shrink, non-metallic, and tested in accordance with ASTM C1107. SHOP DRAWINGS: The structural drawings are copyrighted and shall not be copied for use as erection rims or shop detals. Use of Anthands dectrelofilm as the basis far shop drawings requires prior approval by Anthem, a signed release of frbill by the general contractional his subcontractors, and deletion of Anthem's name and logo from all shut so used. The gererel contractor shall submit In wRmg any requests to modify the dNCIOd drawings or patted spwfrB ns. AN shop and erection drawings shall be checked and stamped (after haveg been checked) by the general antacter prior to submission for sWdud effort review; shop drawing submittals net checked by the geneal contractor poor to submission to the structural engineer will be returned without review. Furnish been (2) prints of shop and median drawings to the Structual en9reaer for review prior to hbrial for: structural steel, fiber midorced plastics (FRP) Submit in a tmely manner In IRlmt 10 working days for review byte structural engineer. Shop drawings submitted] for review do not consdaule "request M charge in writing" unless specRc suggested changes are deary marked, In any event, changes made by fears tithe shop drawing submilbl process became the raeponsiNlity of ten one initialing the change. The general cental shall thoroughly ireged and survey the eusting structure to verily condifias that affect lose work shown on the drawings. The general contactor shall report any variates or dis ereparrides fid the architect and structural engineer before proceeding. All structural shapes are to be manufactured by the pulirustan process with a glass content mninum d 45%, maximum d 55% by wuM. The structural shapes shall be composed of fiberglass morromerment and resin in qualities, quantities, properties, arrangements and dimensions as necessary to meet the design requirements and tlimemons as specified in the Construction Documents. Fiberglass reinforcement shall be a comiution of continuous roving, continuous strand mat, and surfacing vel in sufficient quadiies as needed by the application and/or physical Inmpernies requited. Ruins shall be with chemical formulalon necessary to provide the corrosion resistance, strength and other physical properties as required. All finished surfaces of FRP tams ed obricatlons shall be smooth, resin_rich, free of voids and without dry spots, checks, Disease or unreinforcedareas. At glass fibers shall be well covered with min to protect against their exposure due several weatherini Structural Shapes supplied shall meet the minimum dimensional requirements as shown or specified. The Condractershall provide and/or verify measurements infield for work fabricated to fit field conditions as required by manufacturer to complete the work. Determine correct safe and locations of required holes or coping from field dimensions belle Structural shape fabrication. All shop fabricated raw or drilling shall be coded with dnyl ester resin to provide maximum mnOs ion resldance. All field fabricated ruts or doing shall be mat6l' sllnlddy by the cdltrddIX In accordance with thR manufacturers InstmdN . Hadware: FRP bolls, tlrentld cods and nuts shall be provided as shown or specified In the CIXSINd'on Documents. Pultrul structural shapes are to have the minimum longitudinal handful Properties listed below: PROPERTY ASTM METHOD VALUE UNITS TENSILE STRENGTH DG38 30000(206) per (Moral) TENSILE MODULUS D-638 2.5x101(17.2) 1 pal(GPI FLEXURAL STRENGTH 0-790 30,000(206) pai(MPe) FLEXURAL MODULUS D-790 1.9x10^6(12.4) all(Gli FLEXURAL MODULUS FULL SECTION) WA 2.Bxl" 19.3) all GPa SHORT BEAM SHEAR(TRANSVMSE) 62314 4,500(31) ad(MPa) SHEAR MODULUS(TBPNSVMSE) WA 4,Sn10"5(3.1) Mi(GPa) FRP fastened he have the momum mechanical properties listed baba. The structural drawings illustrate and eewdber the completed structure with elements; in their owl ppsitoos, properly supported connected andfor braced. The structural drawings Illustrate officll and representative recalls to waist the general contractor. Details shown apply at all similar conditions unless otherwise indicated. Although due diligence has been applied o make the drawegs m mmpleie as possible, not every detail is Illustrated and not every exceptional condition is addressed. All proprietary connections and elements shall be insulted in accordance with the reanundurend recommendations. All work shall be accomplished in a workmanlike manner and in accordance with loo applicable codes and local Idicances. The general mntrector is responsible for moforketlon of all work, Including layout and dimension verifiCatm, materials confederation, shop drawing review, and the work d subcenlractom. Any discrepancies oromtssons discovered in" course d the work shall be immediately reported he the archted aod dNdural engineer for resdution. Continuatim of cook without etfiatm of diwrepancies relieves the architect ad shlldural engineer him all consequences. Unless otherwise specdmaly indicated, the structural drawings do not describe methods of construction. The general contractor, in the proper sequence, shall perform or supervise all work necessary to achieve the final completed structure, and to protect the sinecure, wodmcen, ad others during construction. Such work shall include, but net be IimioH to temporary bracng, shoring for casimdm equipment, shoring for excavation formwork, acaffia , safety devices and Informed of all kinds, support and brzdag for vanes and other erection equipment. Temporary bracing shall remain in piece until all doors, walls, roofs and any brown supporting dements are In place, The addect and StrucNml engineer bear no responsibility or the above Items, and observation visits to the site loo not In anyway include Inspections of thus dams. These plans have been engineered for construction at one specific building site. Builder assumes ALL responsibility for use ofthme plans at ANY OTHER building age. Plans shall not be used for construction at any other building site without specific review by the engineer. LETTERS OF CONSTRUCTION COMPLIANCE: The gmeml mnVacter shall determine from the local building stil lry, at the Into the building perrnil is obtaned whether arty letters of construction compliance will be requested from the structural engineer. The contractor steal notify the structural engineer of all such requirements in writing prior to the start of construction. Two day advance notice shall be given when requesting site visits necessary as the basis for the compliance letter. The owned contractor shall provide copies of all third come testing and inspection ripods to the architect and structural engineer minimum done week prior to the date that the compliance letter Is needed. SPECIAL INSPECTIONS(valid for IBC 2018): The following Special In luded and Testing shall be performed by a qualified Spatial Inspercim remand by the Owner, in accordance with the fcl0wing sectors of IBC Chapter 17: Sector 1705 Spatial inspections and the following sub sectors: 1705.2 Steel Construction including 1705.2.1 Structural Steel The Special Inspector shall be a qualified person who shall demonstrate competence, o the satisfaNm tithe building Official, M inspector of the particular type of construction or operation requiring special inspection. Duties and responsibilities of the Special Inspector shall be to inspect appear test the wore outlined above and within the Statement of Spwial Inspections in accordance with Chapter 17 of the IBC for codomarca with the approved construction documents. All discrepancies shall be braghl o the immediate attention If the coniaclor for correction. Per ssGun 170424 the Special Inspector shall furnish regular reports to the building oMcial and the structuralengineer. Progress reports for continuous inspection shall be lumished weekly. Individual reports of peo0dm inspections shall be fumished within one week of inspection dates. The reports Ball rote mcerncel deficiencies, connection of previously reported deficiencies, and changes to the approved construction documents authorized by the Structural Engineer of Record. The Special Inspector shall submit a final signed repot within 10 days If the final special inspection stating whether the work requiring special inspection was, to the best of the Inspectors knowledge In conformance with the approved construction documents and the applicable workmanship provisions of the IBC. Work not in conformance shall be noted in the report. The contractor shall submit a statement of responsibility to the building official and the owner poor to the commencement of work an a main wlnd-or seismic-forceieslsting system, tleegmated seismic system a a wind- a selsmlGreslsthlg component listed In the Statement of Special Inspections per section 17DE5. Except as noted, the special inspections ontlrhed above are in addtion to, ad beyond the scope of, package Structural Owervatmd as defined In suchen 1704.6. Structural Observations are included aloe structural engineering dmgn and construction admnstmtbn services provided by the drudurel engineer. PROPERTY TEST METHOD 3r ifr Sr SW 1" NUT ULTIMATE TENSILE LOAD WA 1,0EK)Me 2,00h) Its 3,1001bs 4,50)Its 6,500111 (2) NUT ULTIMATE TENSILE LOAD WA 11470 Me 2,800111 4,310111 6,3001M %7D)Me TRANSVERSE SHEAR ON THREPDED ROD - DOUBLE SHEAR ASTNYB565 SIMMe5,000 b1 7,500111 12,000 lips 22,000 lips TRANSVERSE SHEAR ON THREADED ROD -SINGLE SHEAR ASTA}Bd55 I'M lips 2,60)Me 3,80016e SIMMe 15000 lips COMPRESSIVE STRENGTH- LONGITUDINAL (NO NUTS) ASTNI 60,000 pd 60,000 pd 60,000 pd 60,000 pd 60,000 now FLEXURAL STRENGTH ASTIMJ0,790 50,000 pd 50,000 pd 50000 IS 50000 IS 50,000 IS DIELECTRIC STRENGTH ASTIM-0-14S 35 wrin 35 wrin 35 wrin 35 kvfin 35 Who COEFFICIENT OF THERMAL EXPANSION- LONGITUDINAL Smal IF) 5x10^o 5x10`5 5x10`5 5x10`5 5x10`5 MAX OPERATION TEMP SHIT 95° C (203° F) 95° C (2U3° F) 95° C (203° F) 95° C (203° F) 95° C (203° F) THICKNESS OF NUT AND WASHER MFR 314° 718° 1-118' 1-114' 1514' DIAMETER OF WASHER ES 1. 1-118' 1-114' 1-112' 2' ABBREVIATIONS KEY AS Antler Rod BON) LEGEND EF Each Face Idcess top of reel beam ekvatm LVL Laminated Veneer Lumber gerheoc) CMU RO Rough Onl Al Atltltlbnal EJ Expansion Joint LW Ught Wright Idiates column type below level shown Sc Blip Cdoal ARE Abov s Finland Floor EL Elevation (N) MASY Masonry Indicates step in floor elevation SCH Schedule ALT Aftemative EN Edge Nailing MAIL Material SDST Be Dolling Self Tapping AMT Amount ENGR Engineer MAX Maximum SECT Serum APPROX Appoximae ED Equal MECH Mechanical SF Square Fed ARCH ANhted Atclhfteclural EQUIP Equipment MEE Mezzmlre SHIT Sheet ASD Allowade Blrem Dedgn EQUIV Equhalent MFR Manufacture,-er, Of SHTG Sheathing AVG Averse ES Each Seta MIN Minimum SIM Shall BC Bottom of Concrete EST Estimate MR Metal SL Sloped BE Bock Lege E -W East leWest NIC Not In Conrad SOG Slab On Graefe BLK Black I Excawtc NS North to South SP Saari BLKG Blockhrof EXP Expansion MS Not Scale SPEC Spectroscope BM Beam EXT Event OD Outside Diameter SQ Square BOT Bdldm FEN Foundation OF Outside Face STD Slandard BRIG Bearing FF Fbtshed Race OR Opposite Had SR Steal CANT Cadilever FIG Figure OPNG Opening STIFF Stiflener CF Cubic Fad FL Flush OPP Opposite SMUCT Sindure(Slmdural) CIP Cast n Place FIR Floor OSB Chmtetl Strad Boad BY Square Yard CJ Construction Joint gCommi Joint) FP Full Penetration PAF Powder Actual Fastener SYM SymmeMcal COG Celing FTG Fooling PC Precast TSB Top and Bottom CUR Clear GA Gage (Gauge) PE Preergineered(trueses) T&G Tongue and Groove CMU Goa le Masonry Unft GALV GaNanest PEN Fedetral TB Top d Beam COL CUUmn GC General Contractor PERP Pwwkdlvda TO Tap of Concede COM Common GEN General PIKE Pocket Ti Top d bbl CONC Concrete GL Glue Laminated (GU It PL Property Una TL Towel Load, Top of Led3a CONN Connection GR Grew PLF Pounds per Under Foot TM Top of Masonry CONT Coramper gorNacus) GT Gid"Tress PSE Pounds per Square Foot T.0 Top of CONSTR Construction GYP BD Gypsum Boad PSI Pounds per Square Inch TRANS Tmnsverser COORD Coorcirete, Coodirsdon HAS Headed Anchor Stud PSL Full Stand Lumber generic) TOP Typical IS Countersink HNGR Hanger PT Pressve Treated ULT Ulfi de CTR Center HORIZ Habontal PT PostTensone l UNO Unless Noted Otherwise CY CubicYard HE Heght or Heald Timber PV P cesoNaic VERT Vertical DAB Deformed Anchor Bar ID Inside Diameter CN Dustily VIF Verify In Field DIAG Diagonal INT Interior R R m WA Wedge Mother DIM Dimension K I Kip R,oDo lbs) I IRE I Reference(refer o) WE Wide Flange DL Dead Led LGB I Light Gage SU RE CT Rectangle WP Work Foot DN Down LL Lye Load REINF Reinforcement WE Weight DP Drilal Pier LLH Lang Leg Horizontal REO Required WWF Welded Wire Fabric DWG Dirwirg LLV Long Leg Vertical REGIME Requirement XS Extra Strong EA Each LSH Lang Side Horizontal RET Full Wal XSECT Cram Serum ECC Eccentric LSV Long Side Vertical RM Rmm XXS Double Extra Slmng E -E End to Ed LT L' Al RMO Rough Marsonry Open n (EI P4) Existing Nev SHEET LIST SHEET NUMBER LEGEND SRI IXX-XX1 Idcess top of reel beam ekvatm 3DVIEWS ��I IXXXi! L CMU E3,�C Idiatm coupon continuous thrahgh and shown EST SECTIONS Concrete Cy�XXXX Idiates column type below level shown (E) Intliales'exidirg Indicates span direction (N) Indicates'ni 7 Indicates step in floor elevation DATE (R) Indicates to ba removed' XX' -XX• Indicates top of concrete dab or wood sbAcor eoeva6m saves DOCIUMENTay SHEET LIST SHEET NUMBER &IFFY NAME SRI STRUCTURAL COVER SHEET B SPECIAL INSPECTIONS Sol 3DVIEWS S1.1 THIRDFLOORFRAMINGPLAN S12 ROOF FRAMING PIAN EST SECTIONS Some wMi 01 WVGO FIELD SERVICES DENVER W MIS Weetwectle Danthem structural engineers BOULDER I STEAMBOAT SPRINGS 30350&8h97 anthem5tmtlu2l.mm Anthem lob@BAW Dowry sgne,rtrVrhYanC.severe ON: c -us. Eaepaldng@anther 1rwm. yan C. Spalding GEAntruseenetro nm Engineers. CN -myon G Spanning Date: 2021.1 D 10;an19 OkyW Sl p 0 L/0" vO;GSPI.A.* /P Cl A t` 10.5.2021 CP PROJECT NO.: 1115 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION lr ewso saves DOCIUMENTay SITE NAME: 4485 WADSWORTH SITE ID: DN02417A SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE STRUCTURAL COVER SHEET & SPECIAL INSPECTIONS SHEET NO. .�° Wheat H,a ` P S 001 9P so Igg Det` FOR ILLUSTRATIVE PURPOSES ONLY, NOT INTENDED FOR SPECS, CALLOUTS, ETC. 3D VIEW - STEEL FRAME ONLY 3D VIEW - FRP FRAMING ONLY 3D VIEW - STEEL FRAM & FRP FRAMING Fl-ANS WYGO FIELD SERVICES MSDOVINMU DENVER W MIS Danthem structural engineers BOULDER I STEAMBOAT SPRINGS 30350&8h97 anthemstrIMmi.mm Anthem lob#]0AW P�p,DO L1CF 69- n :Cn • ... • •rA 10.5.2021 CP PROJECT NO.: ZDC n PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION SITE NAME: 4485 WADSWORTH SITE ID: DN02417A SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE 3D VIEWS SHEET NO. .�°WheatH,a °P S0.2 9P so ung ppn THIRD FLOOR FRAMING PLAN 114" =1'-0" PION NORTH FLOOR FRAMING PLAN NOTES: 1. SEE SO.I FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS KEY AND LEGEND 2. SEES5.,FORTYRCALDETAILS 3. ALL INFORMATION, DIMENSIONS, ELEVATIONS, ETC SHALL BE CONSIDERED APPROXIMATEAND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 4, REPORT ALL DISCREPANCIES TO GENERAL CONTRACTOR AND ENGINEER 5, REMODELING,RETROFIT, RENOVATION AND REHABIUTATION OF AN EXISTING STRUCTURE REQUIRES THAT CERTIAN ASSUMPTIONS BE MADE REGARDING EXISTINI CONDITIONS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER IF ANY EXISTING CONDITIONS DEVIATES FROM THOSE INDICATED ON THE CONTRACT DOCUMENTS 6. TOP OF (E) IST FLOOR LEVEL= Y -V (DATUM) TYPICAL BASE CONNECTION WI =1'40" V2 THRID FLOOR KEYNOTE SCHEDULE NAWYGO FIELD SERVICES DENVER W MIS DESCRIPTION Danthem ADHESIVE ANCHORS WI d"EMBEDNENT INTO (E) structural engineers BOULDER I STEAMBOAT SPRINGS 301 anthemstmctural.mm Anthem lob#20AW SCREEN TUBE, WI611d" MIN EMBEDMENT INTO (E) BRICK WALL, TYP OF 4 /ANGLE TO HSS (E) ELEVATOR WALL HSS COLUMN, SEE PLAN BASEPLATE& ANCHORS, SEE PIAN 16 VIF (E) V THICK CONCRETE SLAB ON DECK THIRD FLOOR 20'-p P�p,DO L1CF vO;�G SPq�OX�,� n :Cn • ... • •rA 10.5.2021 CP PROJECT NO.: ZDC 5 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION ,nesm-a, sMsW]S �ns.s„�Tan en,a SITE NAME: 4485 WADSWORTH SITE ID: DN02417A SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE THIRD FLOOR FRAMING PLAN SHEET NO. .�°WheatH,a ` P S 101 9P 50 meg ppn II I I I I II I I I I II I Iw Iw I I I I I Iw I I I I II II II II II II B-1110 VIE HOISTWAY WIDTHORAGPIATE Iw II I I Iw II I I (E) CORRIDOR WALL, BELOW I � I I II I I (E) UNREINFORCED I I I I I I I I I I I I I I I I I I I I BRICK WALL DESCRIPTION ,nVINI _3-WttHE UUmmJ(m0NbrCUMMmS L (E)W10x12 — — — — — — fill — — — — — — IF(E(WIN12— I I' Ili I I' I I 311 I I I I I I I— III I 5.1 I I ul (E)ROOFHATCH I I I I to II I �I I II I I LEVATOR(E)20 T.O. E ELEVATOR(E) 20GAGE NARROW I 3T.2 RIB, ROOF DECK I Ir — -- 110(E)WI 12 — —(E) 10x12 — — — i I I Tim =S2 -91I2' III Ty IO ROOF I III I I I I I I I I I I I I I III III I I I 94Y (DRAG PLATE DIC B-1110 VIE HOISTWAY WIDTHORAGPIATE 4'-03ME I I I I I I I I I I I I I I I I I I I I II II II DESCRIPTION ,nVINI (E)I10a12 UUmmJ(m0NbrCUMMmS (E)W10x12 I I I I I 311 I I I I I I I I I I I i ELEVATOR ROOF FRAMING & DRAG MEMBER PLAN ROOF FRAMING PLAN NOTES: 1. SEE SO.I FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS KEY AND LEGEND 2, SEE 85.I FOR TYPICAL DETAILS 3. ALL INFORMATION, DIMENSIONS, ELEVATIONS, ETC SHALL BE CONSIDERED APPROXIMATE AND SHAH BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING OR FABRICATING MATERIAL 4, REPORT ALL DISCREPANCIES TO GENERAL CONTRACTOR AND ENGINEER 5, REMODEUNG,RETROFIT, RENOVATION AND REHABIUTATION OF AN EXISTING STRUCTURE REQUIRES THAT CERTIAN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER IF ANY EXISTING CONDITIONS DEVIATES FROM THOSE INDICATED ON THE CONTRACT DOCUMENTS S. TOP OF (E) I ST FLOOR LEVEL =Y -P T. TOP OF (E) STEEL JOISTS =V-10 V2, VIF B. TOP OF (E) FINISHED ROOF =30-p ROOF KEYNOTE SCHEDULE 4 ENLARGED ANTENNA SCREEN FRAMING PLAN 314' =1'-0' .�°WheatH,a U A 9P so ung ppn T • Mobile PONSIMPASSI WYGO FIELD SERVICES MSEUMMST DENVER W MIS Danthem structural engineers BOULDER I STEAMBOATSPINGS 301 anthemstmctuml.com Anthem lob #I Sl��p,DO L1CF 69- SPg4O A :Cn ..... • •rA 10.5.2021 CP PROJECT NO.: ZDC n PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION ,nVINI sMIMS UUmmJ(m0NbrCUMMmS SITE NAME: 4485 WADSWORTH SITE ID: DN02417A SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE ROOF FRAMING PLAN SHEET NO. S 1.2 MSS STUB, SEE PLAN 2-217 6'-T 24E CLIP ANGLE, SEE PIAN 1 HSS3X3X3116 TOP OF FRAME v 4fi.9112 2170 100M PIPE MOUNTE ° FRP FRAMING BEYOND / l IE I $HEAR PL 114'x3"x0'-3' WI 616'0 BOLT, TYP ANTENNA 8 MOUNT' ro PIPE, SEE ARCHITECTURAL DRAWINGS, TYP� CLIP ANGLE, SEE PIAN GLI FRAM WE SII \\ FRP FSnX3Xl/BEYONO III 1W THICK FRP PANEL NO. DATE DIC DESCRIPTION STRUCTURALLY ADHERED TO SUBMITTAL FRP FRAMING, TYP DATE D/C DESCRIPTION InVMI sawars coxs.xuc�ox oocuxe °il zi1 II II mill I I I I 170 FRP THROUGH BOLT, EYE FRP ST TO FRP ANGLE CONNECTION 11 l 2 1 1 l l BEYOND FRP FRAAMING o RADCENTER 40'4-SEEELECTRICAL _E? DWGS I I I I I I I I N Il Il Il � ST3x3X\EYOND FRP FRAMIN UBE FOR I I I I CONNECTISET, TYP STUB TO I I lHSS I I HSS, ttP 311fi GUSSETCLIP �iI 11 HPIPE ANGLE, SEE PIAN, CONNECT MOUNTS TO ANGLES Wl3-x4 1116'x316'0 LLBOLTS, TYP HSS STUB, GUAW-11" SEE PLAN OLT, TYP ° HSS STUB, SEE PLANHss3x FRP RAAMST3ING71BEYOND (E)ELEVATOR SEE PIAN ANTENNA FRAME STAND SECTION - LOOKING E/W o 31 =1,-0" SEE PIAN MU114 DRAG ANGLE BETWEEN HSS COLUMNS ATTACHED TO LEI HOISTWAY WALLS WI 5AEO HILTI HY-270 ADHESIVE ANCHORS WITH SCREEN TUBES W) 6114" MIN EMBEDMENT INTO (E) BRICK HOISTWAY WALLS Q 16' TYP ANGLE TO HSS UP DRAG PL TO ANGLE LEG, WE DRAG CONNECTION PARALLEL TO (E) ROOF JOIST FRAMING 314" =1'.0 TOP OF ELEVATOR CORE 32-917 32'9112' ELEVATOR HOISTWAY WALL 3 COLUMN, SEE PIAN PL 114'x3YLENGTH (SEE PLAN) WI NI2 SDST SCREWS STAGGERED ® 6' INTO (E) ROOF DECK TYP (E) ROOF DECK STEEL FRAMING, SEE PLAN TOP OF ROOF DECK 30'-D• F 17G FEB THE F 4 ANTENNA FRAME STAND SECTION - LOOKING NIS314"-1' 0' ccc M ex ON II R, ~ m DRAG CONNECTION PERPENDICULAR TO (E) ROOF JOIST FRAMING z 314"=1, 0" 4.70ER9 Ow T • Mobile PLANS MMS�D 01 WYGO FIELD SERVICES DENVER W MIS Danthem structural engineers BOULDER sTEAMBOATSPRINGS 301 anthemstmctuml.mm Anthem lob KI $CLp90 LICE SPq�Ox�,� n :Cn •.... ••rA 10.5.2021 CP PROJECT NO.: ZDC 15 PRELIMINARY NO. DATE DIC DESCRIPTION SUBMITTAL NO. DATE D/C DESCRIPTION InVMI sawars coxs.xuc�ox oocuxe SITE NAME: 4485 WADSWORTH SITE ID: DN02417A SITE ADDRESS: 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 SHEET TITLE SECTIONS SHEET NO. S 5.1 IN 11 fib a Q��AQQ S ti CCD Ea rr N (Dmti rt x O A n a rr m e *k O y� oYO ter, 0 K rr r,WC7`�y fD o e<e y `O o (D ON"�dYz o c �• o n r a `r w O co z G� i Q z n OO b -P, ti b N fD C 1 M o! LQ f' (D fD nEDcr TQrr r y 0 � 0mm CID CA �Ow ..ate rr 0 w �n� Y �y . x z n a s fl. " y w fD a b t71 p 7 N M 11 o 0 Z CID p `C7 � cD d� m rr fD 1114 C1?: d! m mw O� N f O x Z jam, IlJ a "' N C' o P — = < -Z-1:Do N. .a Hoo �. H Npv o e�D o m W (D rh o ao 'm. v o. V M wJ-h m IIIH rt rr y .0 ^' :h p 1 ^ r FA- N "• to rwr o m F1 F-1 rD eD Cd p. n N Q N C 5. _ ci a 00 o y-- tQ y r TO FC E cD fD a o w rr o o ° o CD rr O O o' �' 0QYlC7 n o O a p r .t rD W IIIIIIIIIIIIIIIIIIIIIilljl AI 1111111 1111511 ainleugiS aopadsul (AU31)INIUS-NON (13U31)INIadS —$–T— (IV01 AJNVdnDDo 3dAl ADNVdnDDo 13 US �JV4Z euuaAe�j •31NVNi:)VIN03 50£ apS paen9jno8 y:poMspeM q9t V :SS321aad 0�-j saoinaaS qej apilul :3WVNSS3NISf19 3W11/AVO NOI1J3dSNl VIV 0£:6 @9l '100 `.!a� N01133dSNI 3SNDIl SS3NIsna a�pi ��aLI� jo Al!:) LOZZOMz ON IIW2l3d i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE cci-,-�� Inspection Type: ��- - Job Address: HLA Permit Number: �) O Gt L) V IJ No one available for inspection: Time �C' `� < AM/PM Re -Inspection required: Yes 4 When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usrnspection Date: /L)'/� Inspector: DO NOT REMOVE THIS NOTICE 0 s� p o + v x OaLi o a o to z y C ^O L N 00 a >H c U ° W > 0) on .� a Oa CD W U o > a w A m o en Q w c0 morn m r w ,•yam �O 4.3 ,� M G� •H M 4-) H a 44 w w F W41 0 C o C r3 V O H ro •{ • rl W o i .0 o U m H �jH t� w w x 0 m cn O W N U O •� q rn v w o o Q s. R, W Z q q '� N U C:) � O � f� Q� •'i � UX Q r p C� A 3 ;6, 0 b ri xwx � :o AQ o V U ro q +�' U �D 3°FG Utero O o 0 0 3 b A U W �" a -1+ c o A H o i ► cd 'b U cd q t A °C7 to o �zw v14 �ZC) 0 a o 3oa m w a x o Uee o. N v A 14 ea o v) p O O z E -i O 0 y a� Oavioz �nb a _E w ° a QAg3 0 ° y T3 O -1 N N O V W °a WQAMO i.) p 0 a A N ro w d v ¢ O Q a ° ro k it L14 t as a o ro N Z u = ZF aW.UF" w v 4.) a �� zOxx G0 0 z 04 U m City of Whcatfkildge BUSINESS LICENSE INSPECTION PERMIT NO. 201901379 BUSINESS NAME: Elim Massage INSPECTION DAY/TIME Fri. July 12 Cl 10 aM U 0 INSPECTION DAY/TIME A / ADDRESS: 4485 Wadsworth Blvd #104 CONTACT NAM E: inghma Q' SQ FT f OCCUPANCY TYPE OCCUPANCYLOAD CONSTRUCTION TYPE ❑ SPRINKLERED )5<4,ON-SPRINKLERED i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ... .�-- -1 A= ohm.. _M ❑ No one available for inspection: Time Re -Inspection required: Y No When corrections have been made, call for re -inspection at 303-234-5933 Date:---)- ° Inspector: DO NOT REMOVE THIS NOTICE s_ CITY OFIWHEAT RIDGE Building'Insgection Division (303) 234-5933 Inspection line (303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: .-�-- EX t . ❑ No one available for inspection: Time Re -Inspection require :Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date ' Inspector: DO NOT REMOVE THIS NOTICE C IC i® r -I ro U .r., w w 0 b, r. .,q b W a) ,4 U w O v A o U o q rjlb w U U 4-) P O row U .,.i > 44 A U �1 .) v� U m O O U a �� City of � e�- W heat idge BUSINESS LICENSE INSPECTION PERMIT NO. 201802546 BUSINESS NAME: Incom Direct INSPECTION DAY/TIME Wed. NOV 21 p@ 10 am INSPECTION DAY/TIME 7�31/70 10 �U INSPECTION DAY/TIME ADDRESS: 4485 Wadsworth Blvd #300 CONTACT NAME: Janet 700 SQ FT OCCUPANCY TYPE OCCUPANCY LOAD 43 CONSTRUCTION TYPE ❑ SPRINKLERED KNON-SPRINKLERED Inspector Signature Date i CITY OF WHEAT RIDGE �u) Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V-.-) L -3— Job Address: �' � 4,l" Cds VU Permit Number: `t � -- Gi `o ylS 3 6 ,f! 16 v e ❑ No one available for inspection: Time a-- AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—J-` - ' `1 Inspector: 7) k' DO NOT REMOVE THIS NOTICE 101( o i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: UXP"n•S"^f-55 LetPiiS_ Job Address: +105 11ozlSwo'-rin BIA i1300 Permit Number: 01 07_S46 V ❑ No one available for inspection: Time �PM Re -Inspection required:Vis/ No When corrections have been made, call for re -inspection at 303-234-5933 Date:A % 21 / I � Inspector: b 'le. LOV19 DO NOT REMOVE THIS NOTICE • UNITED STATES,QJ�St�L'SERVICE First -Class Mail Postage & Fees Paid USPS t � Permit No. G-10 PM M Sender: Please print your name, address, and ZIP+41 in this box* a IT t1 x'111 V�, Ljy--., N1 AN O'-)0wlO-Y\ o D '. W1) OrrI,-i A Ox-, CO USPS TRACKING# �W �5 S 95 141 11 t ■ Complete items 1, 2, and 3: ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: �a��cas1 IlqG I)MV �o�l Illlllllllllllllillllllllllifllllllllllll11111 9,590 9403 0655 5183 5983 14 9 Article Number (Transfer from service label) 7013 2250 0000 3302 4127 } PS Form 3811, April 2015 PSN 7530-02-000-9053 A. ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? L Yet If YES, enter delivery address below: ❑ No 3. Service Type 0 Priority Mail Express@ ❑ Adult Signature ❑ Registered MailM ❑ Adult Signature Restricted Delivery ❑ Registered Mail Restricted )certified WHO Delivery ❑ Certified Mail Restricted Delivery ❑ Return Receipt for ❑Collect on Delivery Merchandise E3 Collect on Delivery Restricted Delivery ❑ Signature Confirmation""' ❑ Insured Mail ❑ Signature Confirmation ❑ Insured Mail Restricted Delivery Restricted Delivery Domestic Return Receipt City of Wheat �idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 September 5, 2018 Havekost + Associates LLC 1195 S. Gilpin Street Denver, CO 80210 RE: 4485 Wadsworth Boulevard Dear Sir, City of Wheat Ridge has received a request for permission to duplicate plans or documents that were originally prepared by your office for 4485 Wadsworth Boulevard, Wheat Ridge, CO. The State of Colorado requires the Building Division, prior to copying plans or documents prepared by a licensed, registered, or certified professional, must first attempt to contact the preparer for permission to copy the plans or documents. Your failure to respond to this letter within 30 days will be treated as consent for duplication of the plans. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge co us City of Wheatdge CommuNiTY DEVELOPMENT I l6 (gj. C&099 ;rA'(0N w� l���t�FRLY CoM 9 rkf ►� �ror c,c s yr Y � j5 toil 'ro Cart pi� a�tlM 'j"� F'o6 44$15� , 4 AD6W* ,7H p 1) 171_ JCAW FWGo' 1111'1" 1� IL)NPWrwTAj,4P 7-g4 l L5 Ya1)1� Df f kpf ��� rvR TOE �a� www.ci.wheatridge.co.us / d �- db0:Z0'86 66 daS 4 4 City of WheatIkidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. F: 303.237.8929 September 5, 2018 Havekost + Associates LLC 1195 S. Gilpin Street Denver, CO 80210 RE: 4485 Wadsworth Boulevard Dear Sir, Wheat Ridge, CO 80033-8001 P: 303.235.2855 City of Wheat Ridge has received a request for permission to duplicate plans or documents that were originally prepared by your office for 4485 Wadsworth Boulevard, Wheat Ridge, CO. The State of Colorado requires the Building Division, prior to copying plans or documents prepared by a licensed, registered, or certified professional, must first attempt to contact the preparer for permission to copy the plans or documents. Your failure to respond to this letter within 30 days will be treated as consent for duplication of the plans. Cordially, Kimberly Cook Permit Technician • 7500 W. 29th Avenue _ Wheat Ridge, Colorado 80033 ' • Office Phone: 303-235-2873 ru ru - - Fax: 303-237-8929 www.ci.wheatridge.co.us ru 0 rY I Postage $ City of m Certified Fee W heat f d 0 Return Receipt Fee Postmark COMMUNI"iY DEVELOPMENT (EndorsementRequired) Here C] Restricted Delivery Fee (Endorsement Required) C] ru Total Postage & Fees r'U ru Sent To r -R Street, Apt o.; /. L --____ate _V �/ C7 - -- Box No. �� v/ LL ! 1 Ciry, State, ZlP+4 }fin, _ . ! �t ----- -- ------------------------- V �Y I � I' www.ci.wheatridge.co.us 0 0 o CO ((DD H na rr 0 q, ~t-na 0 o (D 0 0 n G rr Z n a E.O G H O N. O n Cr (D D1 o m � LQ P- "- (D O n� o N rt r � S o (D (D a a n � N m w (D n "' E rt r N- r O n (D rn h7 Pd C3 P- H (D lr LCI (D H0 O rt C) rn rn xy H rr C. 0.y N. W O ti O �n o ~ o n "- Cl. a z� �C E Fl- G � ct r °a0(„ rNo�a o zor�'i�7.7S � o � b7 r CD a o � N O N �no y o 0 0 CD a. S E.O CSD •n =� 00 N � S � a r ACL .' 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O 00 '7 00 � � N City of Wheatid e �g BUSINESS LICENSE INSPECTION PERMIT NO. 201802210 BUSINESS NAME: Embroidery Madness INSPECTION DAY/TIME Thursday, August 23, 2018 @ 3pm INSPECTION DAY/TIME INSPECTION DAY/TIM ADDRESS: 4485 Wadsworth Blvd., #201 CONTACT NAME: Michael Geer 07 wi Ftr�wq ready on-site / /Vl SQ FT 116 OCCUPANCY TYPE OCCUPANCYLOAD 16-6 CONSTRUCTION TYPE ❑ SPRINKLERED NON-SPRINKLERED ( _% Inspector Signature 5< 23 4 Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z7 Job Address: L L / Permit Number: _2012022 10 LlNo one available for inspection: Time _13, 4 AM/ham Re -Inspection required: Yes/ No When corrections have been made, call for re -inspection at 303-234-5933 ^ Date: �. _Inspector: DO NOT REMOVE THIS NOTICE Aim I o b Nn o O a N m m O z ro bm as g o 0 o O z a 10y p m a x w y rt O w (] y r z a m b rr m m m H n CL n n m .. k a x I- �y p M a a rr n r- m o n �j y'0 03 O� B P. w w p rt W Y• o a H w 0 m G N R m R „ W 1 ~ rM W O 0 m n ro o 7tlo E' p E m m N � m i] m 9 o .a m � m o p M r. M. G � rr aOrmn W b w m p ~ J O H z a O m n m m C) .�j O Fla. h Cl O m m O rr rr Cr O A ` ll m 11 rt G Ol M K7 m O n N O F4 W F+- m m o C r b m t1 G iS (A m z b �� w m rt r a r 0 W rt N p o ^ m£ N m o �° s w o 11 M Y'w ji n m m rt {yy ty W a p O m rr m 1 O p W Pa m tea y a U i Z yl n p rr a a m m w b n I'ro mr t rb Ham` d O �71(> Y '.7 o 0 0 o a M �' l V `G ►� £ n p K C R to 0 o r• 'J tr Y. O 0 m y Q 0 a x m m G p y 3 (�'� rn O m 0 x Z -3 N � m a rr w m rr ro M O O ~ r O }p'i !!1 m by H rrx r w m (MD a 1 OD l V ^ ri p 0 N n o rom n c r r rn 00 n rr m °v a rm " r* m F,ri O ry tr O Irc o ° w r 0 Y- n nw a C:3 s a o s W p 0� k E o r- w a a o ^ �1 rr rr 0 n ro �j Or. a m r7 rr rOr w. (D m m m m „ r n m O F-' o m a \ n r• m a n N 00 X r- m m \ m y a a N O a p c N mm 00 PERMIT NO. 201709664 City of `7Vheat Riidge BUSINESS LICENSE INSPECTION JS - )ix INSPECTION DAY/TIME Fri. Jan. 12 @10 AM BUSINESS NAME: Rejuvenate Your Soul LL`'' ADDRESS: 4485 Wadsworth Blvd #302 CONTACT NAME: Teresa SQ FT OCCUPANCYTYPE f ' OCCUPANCY LOAD SPRINKLERED NON-SPRINKLERED Inspector Signature i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax .INSPECTION NOTICE Inspection Type: (3 i - Job Address: Permit Number: -3 0 t -7 0 9 1,otf :ryc4Q!� needs /G>>owr7- Ov le Uncer S„plc MVS - p) e G %S C dim ✓ ✓' f o ��P i C !�y f. !sn LtJ�1 e A _i SS UP s G ddr�Sc,p� _ Ll No one available for inspection: Time / O -- O 9 M M Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 ) a/1,9Inspector: `T—) DO NOT REMOVE THIS NOTICE !0 A i CITY OF WHEAT RIDGE 1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 L S- 19 < s L, c P 0 sE 1 Job Address: L/ y 4t Permit Number: -3 o l-7 © 4 �! rl'd ' n G1 '/ Tn la, CR ❑ No one available for inspection: Time '3 : ss- (AQ/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ► /b /t<3 Inspector: i-2) DO NOT REMOVE THIS NOTICE O �ro C\1 m \ L � OC) ro -1 w m m u � N m W m m ai O Q O q a 0 N a b 0 l•�y + ° `� •y u A a ro r O o w �.) co m m m r m a m W � ° .a o O t M �o a Am �� x m o Z E-A L 7 m w � qq O O)O o (d µ y x y W C7 3 0 U ro �I OH V � m 0 M ° p b a ro •a A M u U d a a m A M M r_ O m O W� 0 V 00 ° ✓p I— m A N V r1 ti w q ° M M C m m u O „ •rl m w q m � m a U it m q a h A 0 u 0 0 3 m a N x E- a) m w m 0 N 0 0 N Q s I 0 mIv N a w 0 z 4J 0 10 4-1 3 u dl GS u A m fA 0 t ri y E a 4 y 44 U O H y aa� w U 0 W q q U •r{ ro m q4.1 bo A u W4 .r q H 4J 0 � a l0 4 U 0 z W � O A 0 u m ro b a 4, 7 U N N O ro w .° �, m w A 14 ll �4 N m u m O O a * City of ••- Building Division 7500 W 29 Ave., Wheat Ridge, CO 800 Office: 303-235-2855 * Fax, w Inspection 0PP9M^RW0W 4485 Wadsworth Blvd *a. e. se s Pho ne: ik Addr C ity, State, ZIP. Contractor Vinyl forks C ontractor `! Ph one: .6 e AMA • s Company: E s Company • O • *. CIRLCE ONE,: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PLRIL4 NAME: Scott Walker - . E, • ! w.'. ! F a 1 III You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. 4485 Wadworth Contractor'. VINYL WORKS #090032 You are allowed I freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: C Building size (in square feet) ; (This will be insetted in the formula below) If the building is 5,001 — 50,000 square feet in size, complete the following: F 5,001 500 =Eli= + 100 Building size Allowed sign size I I I! I � III I I I IIIIII IIii I F III I IIIIII I RTKENGINEERING HOME, & BUILDING EXAMINATIONS November30,2011 Thomas Yang, President Apple wood Quality Builders 2700 Youngfield Street, #280 Lakewood, CO 802 1 DAM andity of permit: The issuance of a permit Or 3pprwal Of ldan$, VedfiCatiOns cintl computations shall not be a permit for, or an approval of, any vioration to any of the provisions of the buflding w& or of any City ordinances. Frermits presuming to give authority to vsnlate or cancel the psovisions of the building codes or other ordinances of the;44hA"* I RE: Street Sign 4485 Wadsworth Boulevard Wheat Ridge, CO 80033 Job #1111001-1 Dear Mr. Yang: APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Attach "Allupanel" panels to top of masonry using 3 each 1 /'4 x 2 x 2 angle steel (ASTM A-36, typical) mounting brackets at 16" on center and centered on existing masonry sign with 1 /2"' diameter threaded rods (ABTA A-307, typical) embedded 8" into brick using Simpson Strong Tie Inc. AT High Strength Acrylic Tie Anchoring Adhesive in configuration A system, as shown on amended shop sketch. am= Attachments: November 29, 2011 Shop Sketch, Proof # 1, with RTK Engineering annotations Cat Cut, Simpson Strong Tie Inc. AT High Strength Acrylic Tie Anchoring Adhesive, pages 68 and'7 , C-SAS-2009 2006 113C, IMC, 1K.", IPMC, JECC, IFC, IFGC; 2005 NEC; NFPA 99 and 1CC/ANSl A 117.1 - 2003 0:3 \\ ` \� \�� 0:3 AT A f c-TiO is a two componeriL high wilds, tg,t ratio acrylic -based adhesive for use as a high strength dtrur -grouting material, Formulated M simufteruniusly through the mixing nozzle. AT meets the physical Oil requirements of ASTM C881, Type I & IV, Grade 3, Classes A, 8 & C, except Acrylic-Tie is a non-epoxy product formulated for fast cure time. AT13 :. Threaded rod anchoring rO Reber doweling Pick-proof sealant around doors, win� and fthues AT30 (The EMN221 is the APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date Signe Plan checker Configuration A (Shear) Configuration B (Tension & Shear) Configuration C (Tension & Shear} t 141 IE M* 3 1,610 i 300 1,306 260 Rim I AwAg `sell OM Tension and Shear Loads for Installations In Unreinforced Brick Masonry Walls Minimum URM Wall Thickness Is 13"(3 wythes thick) 91 to GO Property Address, - ll- Address 4 Phone, property address) 6'a co City, State, Zip, "r: Coat Contractor- Contractors City Licenso #: Phone: Sub Contractors: Electrical: Plurnbing: Mechanical: City License # City License # City License # ContractValm I I I I CL I � \/� � y \ � \\ I CL I City of Wheat Ri Geographic Information Servici N A 0 12.5 25 so State Plane Coordinate Projection Colorado Central Zone Datum: NAD83 ra .. .- CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office . ( 303) 237 -8929 Fax INSPECTION NOTICE Inspection Type 13Z r Job Address VMS vv Iaf Permit Number flla5 ♦ i CITY OF WHEAT RIDGE Building Inspection Division I r (303)234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: ?r Job Address: 4 F_T i;iE2.�s�o�ra� RL�� ado/ Permit Number: dlz9S"Y`3 €J� ❑ No one available for inspection: Time L a�(A' M /PM Re- Inspection required: Yes < "When corrections have been made, call for re- inspection at 303 - 2345933 Date: .S AS Z/l Inspector:_ DO NOT REMOVE THIS NOTICE ♦ i CITY'OF WHEAT RIDGE / Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE,' Inspection Type: 131.1 Job Address: VVf_5 rcc 4taSu�olZrz✓ /3L�r� / Permit Number: 10495'VO 14712 Fo ❑ No one available for inspection: Time AM/PM Re- Inspection required: Yes No "When corrections have been made, call for re inspection at 303 Date: "S' ri Inspect P DO NOT REMOVE THIS NOTICE WryE COMMUNITY DEVELOPMENT DEPARTMENT of "r, BUILDING INSPECTION LINE - 303- 234 -5933 ° CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303- 235 -2855) APP LICATION �1 Building Permit Number: C' C1'. -- Date: V Property Owner: - /t 4wo C. Yv A/ IT/t/�voq+10 Property Address: / f g.5' 6U445&J0t;r}f- r3LUD At?Q ? * *go2Phone: /\kf - Ot%' V Contractor License No.: Company: �->05C -W — stt,nl3 + 6 4Wi`f1C3 (NC Phone: 3 Lf75-82 y3 J OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (Ua3t'C) and all other applicable Wheat Ridge ordinances. for / wo r k ( u n der this permit. (OWNER 011L`NTRACTOM1 SIGNEn l narc Construction Value:$ :z,000,'a Permit Fee:$ Plan Review Fee:$ 1 'l S b Use Tax - % Total:$ j 1, 11 (� (OWNER)(CONTRACTOR):PRINTED — kiTt%SS R-OS(f* 303 Y 7s •s'Zy3 I Description: 1N5T4-tti (2) Sir CAGIA11.13 /ES PEA _4t1,_-,0 04te- J)4lo F✓t�fT �/V 2 Z. s s.,� s I OE 91[)I 2 2. 5 F Sq. Ft. added BUILDING DEP VA COMMENTS: - Approval: Zoning: G COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes`: have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official 4- K) ("A'os I / "C40 jo=y ppov ,zz 3 L'o "TI � rr rr |r r■r[ rl [I ' Sri .� . §T r r_ \ | ■![f | |� |� Pj �� ° ! rr rr |r r■r[ rl [I ' Sri .� . 04535 . 04501 am lq� =ftm ♦ i CITY OF WHEAT RIDGE Opr- Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: L? Job Address: ` V ta .'3G ✓n z#r .�02 Permit Number: 0 7; 2 1 0 Y ❑ No one available for inspection: Time AMIPM Re- Inspection required: Yes K When corrections have been made, calf for re- inspection at 303- 234 -5933 Date: F"Ila % Inspector: r!sarG DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE fj Bung Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office,- (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: - ®/r z3vSiesS Job Address: VMS w4ps rare-/-/ S1r P~ . Permit Number: 4:F-70 -791 ,4P?.OstsF,p ❑ No one available for inspection: Time l .'V< AM/PM Re-Inspection required: Yes No ` _ "When corrections have been made, call for re-inspection at 303-234-5933 Date: 71®1& Inspector: DO NOT REMOVE THIS NOTICE FORM (F) 414-02-5147 ~ Xcel Enerqy° 1 flRPas; RUDR6 f ~ ~n 4 = w Utt-iOWNORCOUNtt ^ f fIpOR AV[N0. ~ w ME (V ACfION TAKEN C" NO SHUf OFF ApPLTAIU~€SFF svcarr , OWNERy; TENANT AGEM OfH, W gpTF1 pppL 8 METER OFF MEfER SHU O ✓ T FF - WARNING . ,r; ; _j' me mraomoM rouNO, ns sHOwM saW~( Is nor IN ca.+runrKE wmH aHR~JRY ACa-PIED PNACTIffS AND PHOdDUR6 AND COUID OiHQE A FWMD. CpRREC'lIpNS SFIIXIID BE M4DE 8Y A QWLLJRm CAMWMR CpNfqC7 }pIJR IMAL BUIIDINL DEPART- MENf FOR CODE AND PENMR REQUIR9MENI$ PRIOR 70 PERFORMING REP/UR WORK rvane o*rreornrvwwce ' Y7~" / t r T.ry , e. v CAND 1O8 RREClED ~ r. c l.^~' ~G~ 9' f t`~ r. ~ t l- b' C> J D1w . ^F- FOR FURTHER INFORMA710N, PHONE incceo er . nrn[ pqrt , NSIOMHlJ"OCCIIWWT5IGWUURE TIME D~IE REIATON5111POFOCCIIWWTlOCO5iOMEH fORM (F) 414-02-5147 ~ Xcel Energy- ✓ 1M,62 PDORE55/ / ~ ~ COY- ORC Ntt ~f1A0R nri.no. - 4 L1 . j i NSIOMER NMIE (F0.1Nn I ~ NO SHUT OFFTAKEN d PPLIANCE OFF ~ ~ym . svcafv ❑ BOTH APPL & METER OFF OWNER ❑ TENANT ❑ AGENT OTHER ❑ MEfER SHUT OFF - WARNING - 7HE CONDfIION WUND, AS SHOM BFiDN4 IS NOf IN COMPLLWCE N7r11 NRRINIlY ACaPIFD PWK11CES AND PROCEDUR6 AND CORRECTIONS SHOUID BE MFDE BY A Qll41JFlED CONfRAC10R COMALT FDUR LOULL BUILDING DEPARr- (AIRp QiHOE A FiAZMD. MENf FOR CODE AND PERMIf REQUIRFMENfS PRIOR70 PERFORMING REPAIR WORK I NHME PND ttFE OF AVPLIANCE Y\ ! CONOItION l0 BE CORRECIED , C?~ F'J / 1. ~y A~~~~` - ' 'j ( ~L 7^✓'1 ~ l W.p d.,, L_ > K ! t I FOR FURTHER INFORMATION, PHONE tncceoer l nM[ / I CUSfO ER / OCCUPANT SIG E . TME 0.E ONSHIFOfOCYUV.W1iOfA1510MEF FORM (F) 414-02-5147 @ Xcel Energy° ✓a,z3-1s3 ~R nvr rvo. ACf10N TAKEN ~O SHUT OFF PPLIANCE OFF ❑ BOTH APPL 8 MEfER OFF OWNER ❑ I TENANT ❑ I AGENT rH I~ ~~ER ❑ W ~ ~I ~~I 0 MEfER SMUT OFF - WARNING - 7HE CANDRION FOUND. AS SF101MJ BFIDW IS NOf IN COMPW WCE WIIH NRRINIlY FCCWrED PRACTffS AND PROCEDURES AND AAND P~ERMCR REQUIREMENIS PRIOR 70 P~ERFORMING REfWIR WORK R C~T 1WR LOCJLL BUILDING DEW1Rf- MNPMEFNf FOR CADE /JlO TTE OF PPVLIPNCE f d~~ ~ ! (ANDIIIONttIBE WRRECiED.f. I' 17 iC I 1"\ l~) ItIME iIME / I / ~ . , . ~ t~ . l~ l / / f f • J COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77624 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/30/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: IRENE SALDIVAR Property Address : 4485 WADSW ROTH BLVD. #109 Phone : 420-6033 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, an do not violate applicable ordinances, rules or regulations of the Cily of W heat Ridge or covenants, easements or restriclions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for com liance with the W heat Rid9e Building Code (U.B.CJ and all other applicable Whe Ridge or i anc , qJr work under thisk~Aermit. (OWNER)(CONTRACTOR) SIGNED C~ DATE " -30- Construction Value : $150.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $3.00 a d Total: $33.55 Use : Description : PUTTING IN SHAMPOO BOWLS, RUNNING WATER LINE TO BOWLS IS ALREADY EXISTING BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : to~ir►g ComrAf's:, Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with the pmvisions set forth in yopur applicalion and is suhject to the laws of lhe Slate of Colorado and lo the Zoning Regulations and Building Cotle of W heat Ritlge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire i! (A) the work aulhorized is nol commenced wilhin siMy (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has nol exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change lhe natural 9ow of water causing a drainage prohlem. (5) Contractor shall notify the Building Inspeclor iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceediing with successive phases of the job. (6) The issuan~ rmd or I of drawings and speci(cations shall not be construed to be a permit for, nor an approval of, any violalion of the provisiot5~ buil ' codes or any ot ordinance, law, rule or regulalion. a~~.._. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ W"E'1j q BUILDING INSPECTION LINE - 303-234-5933 Date: ' a CfTY OF WHEAT RIDGE " 7500 WEST 29TH AYENUE WHEAT RIDGE, CO 80033 - (303•235-2855) `°`°a"°° APPLICATION Property Owner: _-77Re~NE S~/yai Di u2- Property Address: ~(JQry~ Phone: 30 3-L(J6-60 3 3 Contractor License No.: Company: %~'A~ai- Phone: OWNERICONTRAC70R 51GNATUHE OF UNDERSTANOING AND AGREEYENT I hereby certi/y that Ne selback disUnces proposed by this pertnA apD~icziiion are acwrote, aM do rrot violate applipble adinances, rules or repulations of Ne Ciry o1 W heat RiOpe or covenants, easements a restrictions of recpC: thal all measurmients ahown, aM albpa0ons made art acw2te: that I have read and apree to a0i0e Dy aU condi4ons printed on ihis aDPlication anC that I assume (uli responsiDility (or compliance with Me Wheat RiOpe Buil0in9 Code (U.B.C) and all other applipble Wheat Ridye Ordinances, for woAc under Nis pertnil. IpWNEaMCq+TRACTOFi)'. SK,wED DATE Construction Value:$ Permit Fee:S Plan Review Fee:S Use Tax:~ Total:$ (pWNERxCONTRACTOft):PRINTED Description: ir 5~~..po° boK:~S ~~~,vn~:h9 ~*~iR- ~r~re ~1a alrecd~, ~1u'57~~~ Sq. ft. adMd Expiration Oate: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) TTlii Dannit w85 ISi1104 in 8d00ld8IfCe lNM Cf0 Groh51011E E0110rth If1 yOUf 2ppIIWEOf18f1d 15 aVbJlCt t0 SII! 13w3 01 ME SUl! O( Cobrado enA to Oe Zonmp RepWationa and Buibirg CoOes of Wheal Ridpe. Cobredo a eny oUw HpplipDle orOinancas 01 tns Ciry. (2) Thia CermN shall expire if (A) Ms work auttforized is rat tommenced wiMin sixry (60) days hom iuue date a(B) the buiMinp aWior¢eA ia wstorWea a aDarboned for a perio0 of 720 days. (3) n ws vermit expkm. a„e. psr+ai mar w acaLdred fa s res a one-nan me amourx nomnallr rawmvd, vroNaeo .w cmcea nave ossn a rriN bs m~as ln ua orqirw vlam aid specOlicidions anA anr susvension a aeanaonmsnc t+as na s:ceeeee ons (t) Year. Ii cha,qes have been a i1 suspension a ebandonment eaceeCS one (1) Year, tutl faes 3haN be paid for a new Pemiil (a) No worlc o1 any manner slwk De da+s Uiat will chanpe tlhe naUxal Ibw of waler ousirp a Arainape probbm. (5) Contrecto/ shaR raUN Va BudGug Inspector twenty-bur (21)1wurs in aOvwice fa all inspections and shall reoeive writlen aOWwai on inssDecbo^ card befae proceeCinp wiM waesaive v~+ses of Me job. (6) The issuanxe of a pertnit or Uw approval of Mawirqs and spedRnCa+s shaN not be consVUed to be a permil for. nor an approval of, any vidation of the proNSbns of the Duildinp codes a any otlier ordinance, law, ruk or regulaGon. Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15541 BUILDING INSPECTION LINE -(303-234-5933) Date : 5/19/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: SANTE FE DENTAL FOR CHILDREN Property Address : 4485 WADSWORTH BLVD #307 Phone : 431-1221 Contractor License No. : 20755 Company : SAFENET, INC. Phone : 985-9186 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by lhis permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Rid9e or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for complia e with the Wheat Ridge Building Code (U.B.C.) and all other applicable WheaERidg din ces, r work der this permit. (OWNER)(CONTRACTOR)SIGNED-I DAT6-~ ~ Description : BURGLAR ALARM Construction Value : $400.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.80 Total: ~ $35.35 Use : mza BUILDING DEPARTMENT USE ONLY Zoning Comments:' SIC : Sq. Ft. : Approval : Zoning : Buflding ComrRents:' Approval : Public Works Comme'nts: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subjecl to lhe laws of lhe State of Cobrado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authorized is suspended or abandoned for a periotl of 120 days. (3) If lhis permit expires, a new permil may be acquired for a fee of one-half the amount normally required, provided no changes have been or wiil be made in the original plans and speciflcations and any suspension or abandonmeN has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit. (4) No work of any manner shall be tlone ihat will change the naturai 9ow of water causing a drainage pmblem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceediin ith successiva phases of the job. (6) The iss c of a yiAe~rmTyry gE~ the approval of drawings and specifcations shall not be consWed to be a permit for, nor an appmval of, any violation o( the provisi s o th/~'~/ [ odes or any other ordinance, law, rule or regulation. Chief Building I kpector CODMUNITY DEVELOPMENT DEPARTDIENT Building Pemut Number: oF W HE4j ,p BUILDING INSPECT'ION LINE - 303-234-5933 Date: ~ CITY OF WFIEAT RIDGE 7500 WEST 29TI3 AVENUE WHEAT RIDGE, CO 80215 - (303-235-2555) C~( ORA00 ,y j~P,~ i 4iPP~L 4~1TdO~¢ $ ♦ Pioperty Owner. ~ ~ j~c'„! ! ~I` J ✓ Ll ~ ~~"Y P r" Property Address: Li y$5 (,IJQ d5 W v r{' 3O '7 Phone : j ~ 3 q3 ( 122 1 Contractor License No.: 3 p j L-f 3(.2 U d(n Company: jq,~.. P h o n e: 3 D 3`~ OWNEA/CON'IRACTOR SIGNATURE OF UNDERSTMDING AND AGREEMENT I htteby certify that the setback distances proposed by this perrttit application are accuratq and do notviolah applicablc ordinances, rula or regulations of the Ciry of Wheai Ridge or covrnants, easemrnts orrostrictions ofrocord; that all measuremrnts shown, and allegations made aze accurzte; that I havc rcad and agrec to abide by all conditions printed on this application and that I assume full responsibility for compliance wi[h the Whea[ Ridgc Building Code (U.B.C) and aIl other applicable V✓hea[ Ridge Ordinances, for work under this permit (OWNER)(CONTRACTOR):SIGNED ~+/U' A72S~/ DESCRIPTION: `j C(-J Construcrion Value:$ 4100 ~ Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt31:$ BUII.DIA'G DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDiNO COMNENTS: ApprovaL• PU6LIC WORKS COMMeNTS: Approval: Occupaucy: Walls: Roof: Stories: ResidentialUnits: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Exp'uation Date: Expixation Date: Approval: Approval: Approval: (7) 71tis permit was issued'm accordanu with Uu proviooat ut fortL in your ayplicafion md'u subject m the laws of the Stam af Colorado end to the Zouiug Regulatioas and HuilNng Coda of Whea[ Ridgr, Colondo or my othtt appGubl< ormnancce of tLe C1ty. (2) Thu perrnit shall expile if (A) the work autLorizW u not wwnencM witLin sixry (60) days from issue dzh or (H) iLe bwlding authorized'u suspeuded or abavdoved fm a period of 120 days. (3) If this pemtit aepues, a new pttmit may be acquilM for a Re o(we-half the emowt vovvally ttquired provid<d uo cLanga Eave beev or will be rsude in [Le miginal plnns andspeci5ntions and any susprnsiov or abudonmmthas notencaded one (1) yw. If<Langes Lave bern or ifsuryevsian orabendonmmt uceeds one (1) yeer, Cu➢ fea slull be paid for a new pamit (4) No work of any manna sLell be done Nat will chsvge the nanual tlow otwaw caueivg a dninsge problem (5) ContracrorsLall notfyWeBtildwgWpecrortwenry-tour(2a)Louninadvaocetorallinsyectionsandshillreceivewlitteoappmve]oninspectioncaNbefort lumceeding with successive phasa of 1Le job. (6) The issuance of a pamit or tLe appmval otdrawings and spai5wtoas shWl aot be coaswed m be a permit for, nor ev approval o( avy violatov of the pmvisiouv of ihe builmog codu or any oNu ormnmce, Ww, ruie or rtgulaCOa Chief Buffding Inspector Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENLJE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZOrTING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 14677 Tenant Finish - Commercial Alteration OWNER: Tom Yang ADDRESS: 4485 Wadsworth Blvd. PROPERTY ADDRESS: 4485 Wadsworth Blvd #201 Wheat Ridge. CO 80033 CONTRACTOR: Nikolay Muzvchenko DATE 11/25/2002 CHIEF BUILDING OFF ZONIIVG ADNIINISTRA DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14677 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/21/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: TOM YANG Property Address : 4488 WADSWORTH BLVD, #201 Phone : 720-940-4659 Contractor License No. : 21290 Company : NIKOLAY MUZYCHENKO Phone : 431-4659 OWNER/CONTR4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurale, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; thal all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and thal I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OW NER)(CONTRACTOR) SIGNED DATE Construction Value : $5,000.00 Permit Fee : $111.25 Plan Review Fee : $72.31 Use Tax : $60.00 Total: $243.56 Use: Description : COMMERCIAL ALTERATION tl~- ~'F G%:~; ILDING Approval: Zoning : 6itiwtng ~`o'trimer%`" Approval : l ~44~` ' ~!1►y~k~ m Approval: Occupancy: C ~ SIC : Sq. Ft. : Residential Units : Electrical License No : 2143E Company :YK ELECTRIC, LLt Expiration Date : 2/28/03 Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accoMance wi6 ~ i in yopur applicati0n an0 is subject to ihe laws of ihe State of Colorado and lo the Zoning Regulations and Building Code ot Wheat 1 ,..cbrany otherapplkabb ortpnances of the Ciry. (2) This permit shall expire if (A) the work auth ...a is not commenCed wlMin sbcty (80) tleys from issue date or (B) the building authorized is suspended or abandoned for a penod of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-haH•the emounl nonnelly required, provided no changes have been or will be made in the original plans and speciFlcalions end any suspension W abarMOnment has rwt exceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shell De peid tor a new peimit. (4) No work of any manner shall be done Nat wlll changa the neturel flow of weter ceuslnp a drainape problem. ' (5) Contractor shall notiry the Building Inspectarlwentydour (24) hours in advance Mr all inspections and shall receive wrinan approval on inspection card before proceediin thsuccessivephasesofthejob. (6) Th : ce f a r' the approvel of drewings and epacificatlons shall rrot be Construed to be a pertnit for, nor an approval of, any violation ot lhe provisi s o he es or any otlier oMinance, lew, rule or repulation. . Chief P.-+lding InV-ctor v/o\[, ~ ~ " USE ONLY For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements perthe approved site grading plan and/orfinal drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the civil engineer of record. Inspection are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or.cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department perForms public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Application form and final inspections. inspections are performed by the Building Division. All the above items must be completed and approved by Pla.nning and 2oning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsibie for any reai estate closings or other agreements concerning the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14677 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/21/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: TOM YANG Property Address : 4485 WADSWORTH BLVD, #201 Phone : 720-940-4659 Contractor License No. : 21290 Company : NIKOLAY MUZYCHENKO Phone : 431-4659 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by lhis permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; lhat I have read and agree to abide by all condi6ons printed on this application, and that I assume full responsibility for compliance with the W heat Rid9e Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : COMMERCIAL ALTERATION Construction Value : $5,000.00 Permit Fee : $111. 25 Plan Review Fee : $72. 31 Use Tax : $60. 00 Total: $243. 56 Use: BUILDING DEPARTMENT USE ONLY Z'vning Gbilnmenfss Approval : Zoning : ~ullding Comai~i+~nts; Approval : OK/DM P,µblkc Wttrks Comrr~ents.; Approval : Occupancy: Walls PER REDLINES. Roof : Stories SIC : Sq. Ft. : Residential Units : Electrical License No : 21438 Plumbing License No : Mechanical License No : Company :YK ELECTRIC, LLC Company : Company : Expiration Date : 2/28/03 Approval : Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of lhe City. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (8) the builtling authorizetl is suspended or abandoned for a period of 720 tlays. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half ihe amount nortnaity required, pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) yaar. If changas are made or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural ilow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for ail inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifwtions shall not be wnstrued to be a permit tor, nor an approval of, any violation of ihe provisions of the building codes or any other ordinance, law, rule or regulalion. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 14677 10/21 I02 Property Owner: TOM YANG Property Address: 4488 WADSWORTH BLVD, #201 Contractor License No. : 21290 Company : NIKOLAY MUZYCHENKO Phone: 720-940-4659 Phone : 431-4659 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pe"it application are accurate, and do not violate applicable ordinances, rules or re9ulations of the City of W heat Ridge or covenants, easements or restriclions of record; that all measurements shown, and allegations made are accurate; that I have read and a9ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance ith the Wheal Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordina~for work under this perot. (OW NER)(CONTRACTOR) Description : COMMERCIAL ALTERATION Construction Value : $5,000.00 Permit Fee : $111.25 Plan Review Fee : $72.31 Use Tax : $60.00 , Total: $243.56 Use BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ZOning CAmmerifti' Approval : Zoning : 8`uildin9 Comm0i6tis:;, PER REDLINES. Approval : OK/DM I'ublie Warks Cq~imientsc` Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21438 Plumbing License No : Mechanical License No : Company :YK ELECTRIC, LLC Company : Company : Expiration Date : 2/28/03 Approval : Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur appliwtion and is subject to the laws of the Siate of Coloredo and to the Zoning Regulations and Building Code o! Wheat Ridge, Colorado or any other applica6le ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authonzed is suspended or abandoned for a period of 720 days. (3) If this pe"it expires, a naw permit may be acquired for a fee of one-half the amoum normally required, providatl no changes have been or will be matle in the original plans and spacifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal will change the natural Flow of water causing a dreinage problem. (5) Contraclor shall notify lhe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be constmed to be a pe"it for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMEN'T Building Permit Number: 141477 BIIILDING INSPECTIOIV LIlVE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WE5V9TH AVENIIE WHEAT RIDG]Wj'CO 80215 - (303-235-2855) ~~~TION Property Owner: t rcl C) Propercy Adaress: ~ G(l Ct c!s c u o f~/~ I Phone : 702 O-4~{ Q Lft~s ~ Contzactoc License No.: / Company; Phone: OWN&R/CONCFiACTOR SI@lATOR& OF iRVD&R3PAIVDING AkID AGR&&M&V'f I heec6y catify thet the aotback distancea propoeed byUvs pmxuit applicatioa nre accu=ate, ead do aot violate appliaabk ordiaanaaa, tv(es ac rogulations ofthe Cify of Wfieet Ridge or covenaats, eaahmmta or raetiefiom of zecord; thatall meesuremmG showa, and allegationa made am eccutah: tlut I Lave teed aod ag~ee to abide by alt conditions printed oathis npplicatims ead Hut I aesume flill rmpoaei6ilrty for compliance w'dh tLe Whes! Ridge Building Code (~J.B.C) and all athar nppliable VJheeR Ridge Ocdiamcev, for wodcuaderthis pmniF. (0wfIDRxCONIItACIOR).3IGI.sU f/ /~<t~• DATH T Construction Value: -S- ~ 0 C~ • ~ Pertnit Fee: Plan Review Fee: y if,3 Ti.QP TaY' Total: D89Cllji[LOII: n GYY')Y)'1e/"G' GtC BUII.DING DEPART'MENT IISE ONLY SIC: Sq.Ft.: . .~..~'..i~• AppioVal: Zomng. SEP ~ .2U~Z .~8~ ~ ~Z - G~i~! ~'r~e s ~y"~-• l~~it/d L Appioval: Approval: Ocaxpancp: Walls: Roof: Stories: Residential Units: ~~License No: Plumbing License No: cl~anical License No: ~ 2f~ ComPany. Company Expiration Date: Expization Date: Expiration Date: Approval: Approval: Approval: (1) TLis pamii wo iasued m wootdavice with the pravisions set foxth in }rourappliutim md'u aubjeet W the Lvn of tlte 3fate of Colonda enA to the Zoning RegulaEOm mdBUildmg Code of WLm[Ridgq Colatsdo a au7' othe[ epplioeble ord'mmcm afthe City. . . (e) 'Rils pemit ahall expue it (A) fiu wod: suthocimd ia not commmced withm mty (60) daye frain iaaae date or (B) fLe bWdin6 authudmd'u m+Pmded or abmd-edfoc apariod of 120 drya. (3) ff Ni.s paumit expir's, a aewpemit may be aequixed for a fae of mo-hatt'the woimt nomally requixed, pxovided no cLmgu have bem ar will be made in theadgn+lPlaosa¢dspeeificafiou¢mdmy.tosPeosioaoreb rl,,•,••..nehazaotareeededrme(1)Year. Ifchangmlisvebemorifsuspmaimacabandonmest ezcwdaom(I)year,fiillfewaLallbepeidforaaewpe=ait (4) Nowad;ofaaymamersLall6edonatLatwillehmgethemeaaLflnwofwateccautingadninageyaa6lan. (5) CoNnctaraLallnotifytheBuildm6lmPactochvesity-four (24)hounmadvenceFacallioapeetionsmdsh+llmceivewrittmspprovalro. iaspectioncudbd'oro pioeeedmg wifhsueceeaiveplusm ofthejoh. (6) 11te issuanee of a pemit ot tiw appcwal of dtnwinp end speuficetion.s a5aI1 not be wmtued to be a pemit for. nor mspproval oL ml'vidaCon ofthe pravisims ef6)uilding codw m ary otha odin mcq Lw, mle arcegulation. GENERAL CDNSTRUCTION :~DTES: ...Refer to 1/1 ~dicat;ans on drawings. t ~1] The General Contractor (G.C.) Is to construct the coy rare an6 office building located at 5290 Wesf Arizona Avenue Lakewood, Colorado in `elf occorGance with these drawings prepared 6y Willidin G. Baldry, Jr. -Architect and his selected canschants. lhese drowiogs describe obuilding -ready for use, with ell basic systems in place. t~2] 1he G:C. shall acquire and pay farioll permits and relfed fees and diver to the Gwner a fully completed building ready tai occupancy and furtherfinish by the Owner. The G.C. is to coordinate all work with the respective trades andcantact the Rrchitect far interpretation of the 1 - 2 1 ~2" 4 - 7 12' - ~ ~ 1 ~2'' drawings when necessary. 1~3] The Owner reserves the right to engage -independently -'~gother aoniracts for work in this building. This decision is to 6e mode prior fo fhe commeacem^nf of construction. 2~1] Contractor to remove and dispose of existing nonbearing partitions and appurtenances in the I I I I I I I I I I I I I I I~ I N I I I I I I N I ~ space which are not tobe used in the finished space Files I I I I I II I I I I I I I I I I NI I I I I I I I ~ 3/1] No concrete work this project I I I I i I I I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I ~ ~ 4/1] No masonry work this project --I---I---~---I--- --~-I-- --r--I--- --f---~- - --~-I-- --r-- --g-- i i I I I I I I I I I I I I I M I ~ ~ 5/1] No structural steel work this project. I I I I I I I I I I I I I r I ~ ~ X e ~ ~ ~ ~ e ~ 6/1] Irt~ior wall construction of 2 x 3's spaced of t&' ac, and set an 2 x 3 sill plate and double cop I I I I I I I I I ~ ~ P~ I I ~ ~ ( plate. Finish of 5~8" gypsum wall board. I I I I I I I I I I I I I I I R a Q rp I 7~1] No roofing work this project. I I I I I I I I I I I I I I --r-- --r-- - w-- --~---r--r--~---~---r - - - ~ ~ 8~1] Main entrance door is existing service hardware as needed for proper operation. I I I I I I I I I I I I I I I I I I I I N I I I I I I I i I I I I I 1 I I I N I I I I II I N I 6 I N I I ~ 6~2] Ooors to be 3'-0 x T-O~uniess noted otherwise;, Equip doors to closets with lever operated 1 _ passage sets. Provide priwQc e~s where regaestgd by tenant. 1 I I I I I I I I I I i I I II I M I I I II I N I J I I I Dashed e is Existing ~Mj~_ I I I I i I I I I I I I I I N I I I I I I I I I I E ~(a rl'1 ~ ~ and Or Area ~ ~ 9~1] All walls to be 5~8° typegypsum wall board both sides terminating of ceiling. I I I I II i I I I I I I I I I N I N I i I I --~-I-- --~---~---r--r--~---r - I Beta I for ~h IS ~DOm i 9~2] Finish allwolls with (2) Boots semi-gloss enamel paint egg shell color as selected I I I I I I I I I I I i I I I I I I I ~ tl ~ ~e Ve at Nai~Wa'~ ( 9~3] Provide grid ceil'rog throughout the space using existing grid with 2 z 4 lay in tile, replacing any I I I I I I I I I I I I I I N I I I I I I N ~ ~ ( damaged file as necessary and veriiyfng adequacy of suspension system ~ ~ for the grid and correcting where needed. Aisa verify proper anchorage of suspended lighting I I I I I I I - I I I I I I I I I I ~ ~ fiixtures per code and correct as needed. I I I I I I I I I I I I I E N ~ f I ~ 9/4] floor finish by tenant I I ~ I I I I I I I I I I I I ~ I M ~ ~ I Set th I S W a edge a t ~ 15,/1] There is no plumbing work associated with this project. There is on existing restroom in the space -r--I --r~-r- r--r-- --~---r ~ r- -I-~--~-- r- - --r- ~ edge O f a X I S t I n g ~ as wel( os public rest rooms in the central corridors of the building. I I I I I I I I I I I I i I I I I I I I I I ~ I I I I I I_ _ I ~ I i I_ _I I ___hard_floor _ ~ ~ _ ~ ~ 152] Provide heating and cooling far the space using exis6rg roof top unit and ducting and relocating I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I E X a m N ~ diffusers as dictated by new space plan. ~ ~ I I I i I I I I I I I I I I I I I I II I I I' 9/ ~ O - 9/2 N ~ ~ I I I I I I I I I I I I I I p I l I 9,, Bookeeping ~ ~ ~ 'X o I I I I I I I I I I I I I I I I ~ ~ I I I I I I I I P I I I I I I 9/4 ~ N W Z I I I I I I I I I~ I I I I I I , N I I I I I I I I I I I I I I I I I I I I I --I ~---r-- - -I-- - - ~ -p-- - --I--- - ~ I I I I I I I I I I N I I I ~ O BUILDING CODE ANALYSIS I I I I I I I I I I I I I I I I N I I I I Note: Walls in this BASED ON THE UNIFORM BUILDING CODE 1997 i I i I I I I I I I I I ~ I I I I I I I I I I I E X a n1 area to align with ~ I I I I I I I I I I I I I I I I I I I N I I I I I ( I I I I I I I I I I I I I I I I I I existing building _ I --~---r--r- - - r-- - columns shafts d- REFERENCES: 8~2 301. Occupancy elassifiaaPion: 8 I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I E ~ Center Waii typlCai Center Wal - Change of Use? NO Change of Ocaupanay? NO I I I I I I I I ~ I I I I I M on "mull" °f ~g~ on "mull" I I i I I I I I I ~ I I I J02 Mixed Occupancy? Yes 5 I I I I I I I I I I I I I ~ o - r--~--- --r-- - -~---r--~- - ~ -r-- i Tbl Occupancy Separations: None Required: I I I I I ~ I I I I I I I I I I I I N I ~ i I I I I I I I I j I I I I I I I I I I I N I ~ ~ e ~ e ~ ~ ~ f t i a e 503: Location on property -required wall & opening protection. I I I I I I I I I J I I I I I L N, I 5' All are existing I I I I I I I I I I I I N I ~ N f' II I I I I N Exam 61 _ 601; Consiruafioo ire: III-1 hour I I I I I I I I I 1 I I I I I I I I N I I N I N --r--~---r-- - _ - - -r--~---~--- - - I I I I I I I I I I I I I I I I I I I I - 509 Allowable area: -building is existing - I I I I I I I I I I I I I I I I I I I N I I E I 1003 & I I I I I I I I I I I I I q 1 4 I I I N I I I I 5 ~ I I Table 10A; Exiting: Existing exiting pattern handles fewer occupants thou prior use I I I I I I I I I I I I I I I~ I I I I I~ ~ I I therefore is deemed adequate. I I I I I I I I I I I I I I N I N I I I I I I I Recept on --~---r--r--r-- --r--~---~---r-- I I I I I I I I I I I 1 ~Xl~tin I I I I I 9 1 I I I I I I I I I I I j ~ L_P 9~ I I N I o Existing ~eS~ i I I I I I I I I I I I I LP-1 a ~ ~ ~ . I M I 1 I I I I I I I ~ 001 Amy I I~ I ~ N I 100 Amp N ~ ~ aN I N I I I I I I I I I N I 1r° Pis 1---r - - - - - I I I I I I I I* I I I I I N I I I I I i I I' I I N I I I I I I E~-~ I I I I I II I I I I I I I I I N I I I I I I I I I I I I H I I 6, I I I I I N I I I I I I I I I I I I I I N I I I I I I I I I N ~ ~ X-Ray ` I I I I I I I I I I I N I I I I I ~ I I I I r I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I N I I tenant finish Suite 201 I I I ' I I I I I I N I I N I I --1---~---~- - - Wheat Ridge Professional Building I I I I I I I I G I I I I I I I I I I M I 4485 Wadsworth Boulevard I I I I I i I I ~ ~ I i I I I I i I I ~ I I I I I I I I I I ~ I I ~a R i n g Area Wheat Ridge, Colorado 80033 --~---r--r--r-- 1---~---I- -I--- - --I-- I I I I I I I I I I I I I I i I I Nikolay Custom Frame-contractor I I I I I I 9490 West 38th Avenue I I ! 9P 9 0 99 9 99 , 9 B i Wheat Ridge, Colorado 80033 ano = - ~ ~ ec rica ano = u door Pano 1~4 = ~ 0 0 ph:'~20.640.4659 fax: 303.431.4659 t/1 1/2 1/3 2/1 3/1 4/1 51 7/1 15/1 15/2 Existing Corridor g ~ Jr. William G. Baldry, Jr. Architect PANEL SCHEDULE rnraa'ae~r vacs nohm a~as Too 2 a~eu ~ vnae 1675 Carr Street Suite 210 South Lakewood, Colorado 80215 CK~ BKR DESCRIP➢ON ~OA~ LOAD ~ESCRIPTIDN BRA CKT ~ D U6HTWG I60a 1260 OUTLETS 7D I P H.V.A.C. KEY NOTES GENERAL HVAC NOTES 1 Xi TIN R FT P UNIT MDUNTED ON FACTORY FLASHED AN NTFR F A H F ~ ~ , ucnnNC aoo Tam owners i m I ~ E 5 G 00 0 D COU _ L 5 ED RO0 A. THIS CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CODES, RULES -CURB, SERVICE AS REQUIRED FOR PROPER OPERATION. USE E%1STING SUPPLY AND RETURN AND REGULATIONS Of THE STATE OF COLOR9mtID ALL LOCAL JURISDICTIONAL REQUIREMENTS. s' zo ucHnNC isbo Tam 'x"~tnv wruvvnp~2 w j 6 PENETRATIONS FDR NEW DUCiiNG REQUIRED FOR THIS SPACE. VERIFY IN THE PRESENCE B. THIS CONTRACTOR SHALL BE REQUIRED TO FIELD COORDINATED ALL OF CITY INSPECTOR, LOCATION AND OPERATION OF EXISTING FIRE DAMPERS CONDITIONS WITH A9_L OTHER TRADES AND REQUEST CLARIFICATION FROM THE a m cocoa Imo ~ma 'a°-~nr v~y~«~ry m ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK. 1. _ THE CEJIJNG SPAC E OF THE OFFICE~SHOWROOM SPACE IS INTENDED 70 8E USED AS A RETURN 6 - s~ase ( sPaae 1 ' - _ - ua rAil Ll+ A t4 ruwurA ru rnur aurru urruxn min Ncun aa. AJ 3nuV7N. All< h'LtNUM. ALL MAIERIALS WIH1N IHE CEILING SPACE SHALL HE U.L. LISIEU FUR PLENUM BALANCE TO OEM INDICATED. USE 11 - SPARE SPARE - 12 LL) a c N U) o) C. ALL DUCTWORK DIMENSIONS ARE INSIDE CLEAR AND ARE NOT TO BE 3, TITUS PAR 24° X 12° PERFORATED FACE RETURN GRILLE. INTERPRETED AS O.D, OR SHEET METAL DIMENSIONS ALL SUPPLY AND RETURN DUCTWORK 17 - SPARE SPARE 14 0 TO BE GALVANIZED SHEET MBRAL'WINTERNAL ACOUSTIC LINER ALL DUCTWORK IS TO BE Z k 4. INSULATED ROUND HARD DUCT EXTENSION, SAME SIZE AS DIFFUSER NECK INSTALLEOCORDANCE WITH A.S.H.R.A.E. AND S.M.A.C.N.A. GUIDELINES. is - SPARE SPARE 16 D. ALL FLEXIBLE DUCTWORK SHALL BE PROVIDED WITH INSULATION AND VAPOR BARRIER. W °A 300845 5. NEW CONICAL SPININ FITTING WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT MAXIMUM LENGTH SHALL NOT EXCEED 8'-0". PROVIDE INSULATED HARD DUCT EXTENSIONS 17 - SPARE SPARE j R AS REQUIRED AND AS SHOWN. 6. THERMOSTAT MOUNT AT 54" A.F.F. 19 - SPARE SPARE 20 OFD AIR~'~ drawing number s 7. EXISTING TOILET EXHAUST FAN. VERIFY ADEQUACY OF OPERATION FOR 11 - SPARE j SPARE 21 a) EXTRACTION OF 50 CFM AND THAT EXISTING VENTING EXTENDS THRU ROOF WITH TERMINATION AS REQUIRED BY CODE, a I SPARE SPARE 24 c 8. EXISTING DUCTING, REGISTERS, ETC. MAY BE USED IF IN GOOD CONDITION AND - - W- -JL- A SERVICEABLE. VERIFY IN PRESENCE OF CITY INSPECTOR. 0 ; a ~ m ~ o ~ o d A ~ v 0 w~ Z Q M ~ M ~ ~ (D a m d° ~ O i , m _ o ~ CD N 0 '0 ~ (D~ ~o 0- c ~ m r~ ~ y rs ~ ~ ~ C- ~ ~ o ~ o ~ N 3 ` ° C aN " 0y a ^ , • • a ♦ ♦ M » ° B. 0 ~ . v o N ~ (V ~ C) to O y C ~ ~ * o (D ~ z d a ID ' O ~ = ~ 5 roo ~ o (D ~ ~ ~ ~ C~ ~ ~ `D 3 m m ~ N N tG 07 O 3 G G ~ 0 'f1 w 2 w a u' ~ ~ Ul v m C ~ v ~ YI m a ~ m ~ Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WBEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 13711 Tenant Finish OWNER: Tom Yang ADDRESS: 4485 Wadsworth Blvd. Ste. 110 PROPERTY ADDRESS: 4485 Wadsworth Blvd. Ste. 110. Wheat Ridge, CO 80033 DATE 6/3/2002 CHIEF BUILDING OFFICIAL 4• / ZONING i INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD . J(X-0( wo 6d 5 JOB ADDRESS ' BUILDING PERMIT N ~ DATE ISSUED TYPE OCCUPANCY CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH -SOUTH EAST WEST DATE Caissons or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Eledrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical z ' azk o-z- k5l Rough Plumbing egt- Air Test Gas Piping Rough Heating & Ventilation (above myst be sond prior to framing inspection) CCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED Framing a717 yt o7- Insulation Drywall nailing p K s ~ ~ Roofing Refrigeration Electrical underground Final Electrical ~ Plumbin o~ Heatin & Ventilation Cw- Frame aw- R.O.W. & Drainage Fire Department Parkin & Landscaping Ne~c~e C~ PROTECT THIS CARD FROM THE WEATHER APPLEWOOD OFFICE PARK 2700 Youngfield, Suite 280 Lakewood, Colorado 80215 (303) 237-1830 FAX: (303) 237-5556 July 15, 2002 Darin Morgan Codes Administrator City of Wheat Ridge Planning and Development Department Building and Zoning Inspection Division 7500 West 291" Avenue Wheat Ridge, CO 80033 RE: 4485 Wadsworth Blvd., Suite 201 & outside deck area Schedule 026797 Dear Darin, This letter is in response to your letter of June 19, 2002 concerning the subject location and use of the space in Suite 201. I was on vacation the latter part of June and eazly part of July so I did not get back with you right away. Today I got a chance to talk to Dave Roberts at the Fire Department, and to do a complete sprinkler system for the building would not be economically feasible. I also talked to Colorado Weddings, we have decided we are not going to use Suite 201 for any reception usage. Colorado Weddings will use the space for office use only. Please let me know if you have any questions or need any additional information. Sincerely, C 2( Thomas S. Yang cc: Colorado Weddings 4485 Wadsworth Blvd., Suite 206 Wheat Ridge, CO 80033 cc: Dave Roberts Wheat Ridge Fire Department 3880 Upham Street Wheat Ridge, CO 80033 APPLEWOOD OUALITY BUILDERS, INC. May 17, 2002 Dazin Morgan Codes Administrator Chief Building Official APPLEWOOD OFFICE PARK 2700 YOUNGFIELD STREET, SUITE 280 LAKEWOOD, COLORADO 80215-7055 (303) 237-1423 ♦ (303) 237-1830 ♦ FAX: (303) 237-5556 Robert Gaspar Certified Building INspector City of Wheat Ridge 7500 W. 29"' Avenue Wheat Ridge, CO 80215 RE: Build_ ing Permit Truss Reinforcing Dear Dazin and Bob: Attached with this letter please find the following documents. The documents aze: 1) A certification letter from Paramount Engineering, Inc. for the final inspection of the truss reinforcing. The letter dated May 6, 2002, original copy enclosed. 2) Copy of the building permit. 3) Copy of the engineer's drawing prepazed by Paul Dalton PE of Paramount Engineering. I enclosed a copy ofthe building permit and a copy ofthe engineering design for your reference only, so you can reference those to the final certification letter done by Paul Dalton PE of Pazamount Engineering. You have the original stamped copy of the engineering design from the time I applied for the building permit. Please review the documents and file those with the building permit for future reference. Please give me a call if you have any questions or need any additional information. Sincerely, enciosures PARAMOUNT ENGINEERING, INC. May 6, 2002 Mr. Tom Yang Applewood Quality Builders 2700 Youngfield Street Suite 270 Lakewood, Colorado 80215 RE: Structural Observation - 4485 Wadsworth Blvd. Project No.: 102-02-111 Dear Tom; Pazamount Engineering, Inc. has reviewed the steel roof reinforcing and to the best of our belief and knowledge is in conformance with the design drawing intent. If there are any additional questions or comments, please fell free to call me at (303) 202- 6475. „ _ Sincerely; Paul F. Dalton, Paramount Eng 2700 Youngf'ield Street Suite 101 Lekewood, Colorado 80215 Phone: (303) 202-6475 Fax:(303) 202-6480 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13442 BUILDING INSPECTION LINE - 303-234-5933 Date : 2/20/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner. TOM YANG Property Address : 4485 WADSWORTH BLVD Phone : 237-1423 Contractor License No. : 17649 Company : Applewood Quality Builders, Inc. Phone : 237-1423 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; lhat all measuremenls shown, and allegations made are accurata; that I have read and agrea to abida by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : TRUSS REINFORCING Construction Value ' $5,000 00 Permit Fee : $111. 25 Plan Review Fee : $0. 00 Use Tax : $75. 00 Total: $186.25 Use: m.af,q,m,*Y.'^1f3~~4.;n^~M..~S~_,•n~ ~n.)d.}•tio- .l,'r~~R~.l+.afl.iFaL~L~4'suekr.wiM4'}A~i~~'M~yNJkE+a~eP~w . m i~k-um Approval : Zoning : Approval: BG NOMMEMEM= Approval : Occupancy : Walis BUILDING DEPARTMENT USE ONLY SIC 2/19/02 Roof : Stories Sq. Ft. : Residential Units : Electrical License No : Plumbing License No : Company : Company : Expiration Date : Expiration Date : Approval : APProval (1) This permit was issued in eccortlance with ihe provlsions set forih In yopur application and is subjed Regulations and Bullding Code of Wheat Ridpe, Coloredo ar any other appliw6le oNinances ot lhe ~ (2) This permit shall expire if (A) the work authorizeA Is not commenced within sixry (60) days from issut - abandoned for a penotl ot 120 days. - (3) If this Dermit expires, a new permit may be acquiretl tor a fee of one-half the amount normalty requiri ,.:odginal plans antl specifcations and any suspenslon or abandonment has not exceeded one (1) ye: -exceetls ona (1) year, NII fees shall be paitl for a new permit (4) No work ot any manner shall be done lhat will change the natural Oow of water wusing a drainage F . (5) ConUactor shall noliry the Building Inspector twenrydour (24) houra in advance for all inspections ar . procee ' g with successive phases of the job. (6) The u ce a p it or the appmval of drawings and specifications shall not be consVUetl to be sla i ing wtles or any oNer ordinance, law, rule or regulation. i Chief Buildin nspector - ADD'L 6"xl6 CA. STEEL STUD ADJ TO EXISTING STEEL STUD DIRECTLY BENEATH EXI5TNG STEEL JOISTS h DOUBLE STUD Q/ I II ~ Ili EXISTING PLAN SCALE:I/1(o"=1'-0" GENERAL NOTES: DESIGN LOADS LIVE LOAD (ROOF) 30____PSF LIVE LOAD (DECK) 100 ___PSF SEISMIC ZONE I_ FIELD LOCATE NEU STEEL WIND 100 MPH EXP. C. BEAM FOR SUPPORT OF NEW AWNING- THE BUILDER SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. STRUCTURAL STEEL EXPOSE EXISTING STEEL WORK IN GENERAL SHALL CONFORM TO THE CURRENT STEEL BEAM FOR SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF REvIEW t REINFORCING- STRUCTURAL STEEL FOR BUILDINGS ADOPTED BY THE A.I.S.C. ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A-36. ALL CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS SHALL HAVE BOLTED OR WELDED CONNECTIONS AS SHOWN IN THE CURRENT EDITION OF THE A.I.S.C. MANUAL. PROPOSED ALL BOLTS SHALL BE HIGH STRENGTH BOLTS IN ACCORDANCE WITH WOOD DECK STRUCTURAL STEEL FOR BUILDINGS ADOPTED BY THE A.I.S.C. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. ALL SHOP AND FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS QUALIFIED BY THE AMERICAN WELDING SOCIETY. 9 PANEL POINT EXISTING TRU55 - CHANNEL SEE DETAIL ANGLES SEE DETAIL 3/8"xl" SPACERS e PANEL POINTS 2e'-4'~ I EXISTING TRUSS REINFORCING 5CALE:114"=1'-0" DETAIL - 4 SCALE:I"=I'-0" SECTION - 3 SCALE:]"=1'-0" EX'STiNG- TRU.... ca: r~ O k to z 0 N i~ a o g~- o wf Yx3 m '1 "N (j n _<x ti oa4 z z-o W }~V n z o z ~ ONO W y o go a >Q ~ Imo 0 z~w Q 0 0 OCLn~ d F- Q W ~~i Q • Boa euueFa 666 102-02-I11 . 7 2/11/02 ~ ~ !1t AS NOTED -EE- -o. R' 16tH I or I 2-L2x2xl/4" 2 -L2x2xl/4" 8'-5 1/4" C4x1.25 SECTION - I SCALE: I"=1'-0" ANGLES 6'-5 112" SEE DETIAL- 2-T-l.3x2x0.25" 2-1-2x2x3/16" a'- 4 l/8" C4x1.25 1'-2 1/4" 2-L 2 1/2"x2 1/2"x3/16" 9'-0 5/8" C5x9 2-L2x2x3/lo" 9 PANEL POINT STEEL TUBE SEE DETAIL SECTION - 2 SCALE:]"=I'-0" - 2. Article Number ' • ' ~ Receivetl by (Please Print Cleatly) . Signature I X ~ D. Is 4 very edtlress tliflereM irom I em 1 , 71,60 347, 9644 6528 3639 If YES, enter tlalivery etltlress below: 3. Service 7ype CERTIFIED MAIL ~4. Resiricted Delivery? (Ext2 Fee) L_j Yes 1. Artide Addressad to: Thomas Yang , 2700 Youn9field St., Ste 280 ' Lakewood, CO 80215 Re: 4485 Wadsworth Blvd. PS Form 3811, July 2001 Domestic Retum I i 3. Service Tvpe CERTIFIED MAIL 4. Resiricted Delivery? (EMra Fee) L-I Yes JI ~1 1. Article Addressed to: L~ I Susan Yang , 2700 Youngfield St., Ste 280 , Lakewood, CO 80215 ' PS Re: 4485 Wadsworth Blvd July 2001 Dete of Vas No t .W.: ~ ~ ~ r.; Receipl G ` - . - - - 2. Article Number • • A. Racelvetl by (Please Pnnt C. Signeture 7160 3901 9644 6528 3653 D. Is tlelivery atlGress 'Ha r If YES, enter tlelivery atldn 3. Service Type CERTIFIED MAIL 4. Restrictetl Delivery? (Extra Fee) El Ves 1. ArticleAdtlressetlto: Colorado Weddings 4485 Wadsworth Blvd., Ste 206 Wheat Ridge, CO 80033 Re: 4485 Wadsworth Blvd. PS Form below: I ZW7 Domestic Retum Receipt OF WHEAl City of Wheat Ridge ~ Planning and Development Department Building and Zoning Inspection Division C~~~RA~O June 19, 2002 Susan Yang Thomas Yang Notice and Order ertified Article ' - 7160 3901 9844 6528 3622 to discontinue use and vacate SENDERS 7160 3901 9844 6528 3639 David Goldberg 2700 Youngfield Street, Suite 280 Lakewood, CO 80215 Location: 4485 Wadsworth Blvd. Suite 201 & outside deck area Wheat Ridge, Colorado 80033 Schedule: 026797 SENDERS RECORD Certified Article Number - The City of Wheat Ridge has found the above ceferenced address to be in violation of the Uniform Building Code and Uniform Fire Code, 1997 Editions, due to the Following violations, 1. Illegal change of occupancy for unit 201 and roof top area to a Group A Division 3 occupancy. 2. UBC, Sect. 1041.5 3. Unsafe electrical wiring, by using extension cords at interior and exterior areas. UFC, Sect. 8506 4. Uns'afe and improper exits due to occupant load. UBCSect. 100311.2.4, 1003.31 5. Group A Occupancies where alcoholic is consumed requires that a ffre sprinkler system be installed, 6. UBC, Sect. 9041.3.1 7. Nobuildingplansorstructuralinformatlonfornewcoveredawningoverrooftopareaorforexpandeddeck area. UBCSect 106 8. No fire alarm system installed as part of change of occupancy. Wheat Ridge Fire District The City of Wheat Ridge must require that use of [he above referenced address be discontinued immediatelv upon receipt of this notice or bv June 26 2002 which ever comes first. Failure to discontinue use until all outstanding violations have been abated wil] result in further enforcement action being taken to abate these violations. Sincerel Darin Morgan Codes Adminis r or cc Naddre~file Colorado Weddings, 4485 Wadsworth Blvd. Suite 206, Wheat Ridge, CO 80033 Wheat Ridge Fire District c/o Dave Roberts 3880 Upham St. Wheat Ridge, CO 80033 ~ertified Article Number " - SENDERS RECORD 0 s ~ m ~ c o O c ; ; < 3 O '9 0~ ~ ~ ~a C L o o M = O ~ ~ y O ' a 0 m U2 C) o 0 t° W ~ c p S m ~ 0 O m m s w ti u ~ J ~ . ~ C s~ ~ ~ ~ ~ a 4 A ~ c- m m ~ r°~ $ w eo y 3 a0 a ^ ~ 0 ~ ~ 93 O 610 -e 1° < a F. ~ M N • 0N O o~ ~C 0 z ~a O o~ = C) ~ d N N y t0 m 1 < a ~ Oo C v c 2 ~ N a' N ~ cn v m C ~ v - G) m ~ M'1 m ~ 0 3 a w rs 0 Z 0 1 ~ a R ~ m s ~ ~ G ti A ~ ~ 7 O n C O y m ~ M=r m N ~ K 7 ~ 2) A ~ 17 = ~ n, ~ aa a~ ~ ; o d ~ _ o~ 9 0 N m M O < 0 0 3 a m ~ ~ O N d 7 7 3a~ ~ =r m r ~ O ~ O H F A IC ry < a o ~ ~ N o ~ N C ~ c nm ~d ~a ~ s O ~ w w w o ~ < a C- O C O m a ~ ~ Z O c 0 4 O 0 x~ m, D N M ~ v m C r v ~ Y/ m a ~ 3 m ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13554 BUILDING INSPECTION LINE - 303-234-5933 Date : 3/15/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: THOMAS YANG Property Address : 4485 WADSWORTH BLVD #201 Phone : 237-1 423 Contractor License No. : 17649 Company : Applewood Quality Builders, Inc. Phone : 237-1423 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $6,000.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $375.75 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Plan Review Fee : $81.41 covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use T8X : $9000 application, and that I assume full responsibility for compliance with the Wheat Ridge Building ~ Code (U.B.C.) and all other applicable Wheat Rid e ordinan es, for work under this permit. Total : $547~ 16 (OWNER)(CONTRACTOR) SIGNED / - DATE'~ ~ US0 : Description : REDRYWALL CEILING, BOX EXISTING COLUMNS, NEW 2'X4' DROP CEIL ~ ~ ~ ~ i ~ BUILDING DEPARTMENT USE ONLY . SIC : Sq Ft : Approval : Zoning : 004 ~00"W' OK PER REDLINES. 3I15102 Approval: DM Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21228 Plumbing License No : Mechanical License No : Company :Garrison Electric Company : Company. Expiration Date : 2l28/03 Approval : OK/KS Expiration Date : Expiration Date : Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to Ne Zoninq Regulations and Builtling Code of Wheat Ridge, Coloratlo or any other applicahle ortlinances of ihe City. (2) This permit shall expire if (A) the work authorized is not commencetl within siuty (60) days from issue date or (B) the building authorized is suspentletl or abandoned for a period oF 120 days (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, providetl no changes have been or will be matle in the original plans and specifications antl any suspension or aban0onment has not exceedetl one (1) year. If changes are matle or if suspension or abandonment exceeds one (p year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage pmblem. (5) Contractor shall notiry the Bullding Inspectorhvenry-four (24) hours in atlvance for all inspections and shail recerve wrillen appmval on inspeaion cara bebre proceediing with successive phases of lhe job. (6) i issuance a permit or the approval of tlrawings and specifirations shall not be wnsVUed to be a permit for, nor an appmval of, any violation of the pr vi~~ building cotles or any other ordinance, law, rule or re9ulation. Chief Bui ing Inspector For inspection this permit must be posted on the site and visible from the street TERtitS AtiD CONDITIONS As applicant for a building permit in the Cin of Wlieat Ridge, I do hereb} agree to the terms and conditions set forth beloµ for the issuance of a Certificate of Occupancy in connection with this buildine pemut The issuance of a Certifitate of Occupancy requires: 1. The completion and approval of final inspecnons and anv necessan correctionc of Llectrical. plumbing, mechazucal and frarcung sYstems Inspecnons aze performed b} th: Bwiding DiN ision 2. The completion of site draina¢eierading requirements per the approved site eradmg plan • ant73'or final drau~age report and plan, if such report and plan is applicable For alI residentia! and nonreyidenual projects with an approced final draina2e repon and plan, a letter of cemfication is r4qti'irzd from the projects civil eneineer of record Lnspection are perfortned b% the Public \l'orks Dzpartrnent. 3. The complenon and acceptance b} the Cin of Wheat Ridge of all reqwred public improcemenu. or a Development Covenant mac be processed m lieu of construcnon said improcements. 7he Public Works Deparanent perfortns these mspections or procides the De%elopment Covenant. 4. The compleuon of all reqwred landscapmg and related srt: unprovements Inspecuons are performed b} the Plarunng and Zorwie Dnision .411 the above items must be completed and signed off b} Planning and Zoning, Building and Public ktiorks before a Certificate af Occupancy is issued. Final Lnspection b} the Buildmg Division does not consnmte authonziuon of a Cer[ificate of Occupancv nor pemussion for occupanc} Occupancy of the structure is not permitted until the CertiFicate of Occupancv is issued. (Gniform Building Code, Section ]09) The Cin is not responsible for any teal estate closm¢s or other aereements conceming the propem which ma~ be affected by fadure to compete the above rtems and obe.im a Cemficate of Ocwpanc} 1 have read. understand and agree to the fore¢ome tcrtns and condmons. Name (please y Sienature" Date ~)5 ~a ~ DEPARTMENT OF PLANNING AND DEVELOPMENT oF wHEq r~ gUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) COCORP~~ APPM1~~dipON PropertyOwner. T~~aZGr-S y4? G1~~j Property Address: Contractox License No.: OWNER/CONTRACTOR SIGNATORE OF UNDERSTAND[NG AND AGREEMENT I hereby certify thatthe setback distances proposed by this pecmi[ applica[ion are acwrate, and do notviolate applicable ordinances, mles or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions ofrecord; that alI measuremenGS shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application arid thaz I assume fiill responsibility for compliance with the Whcat Ridse Building Code (U.B.C) and alt other applicable Wheat Ridge Ordinances, for work under this permit. (OWNER)(COMRACTOR): SIGNED DATE Building Perinit Number: Date: Phone:25~, Construction Value: Use lax:$ j _-57 oc Total:$ 5-_ 67-4 ~ Description: Rebn"ja L~ GeGM'17 / 1~ ~;Xa ' BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILUWG COMMENTS: OK • ~6 Approval: 3/►T1oL PUBLIC WORKS COMMENTS: Approval: Occupancy: Walis: Roof: Ft.: d r VP~ u < +\.:y Stories: RdsiBen;ialliJnits: ' ~ Electrical License No: a llumbing License No: Company: C~~ Company: ~LccrfLc 0: VMechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (I) 'I1iis permit was issued in accordance with Nie provisions set forth in your application and is subject to the laws of the State of Colorzdo and ro the Zoning Regulafiovs and Building Codes of WLeat Ridgq Colorado or eny other applicable ordinances of ihe City. (2) Tlus permit s6a11 expire if (A) the work antliorized is not commenced wiNin sixry (60) days from issne dam or (B) tlie builNng authonzed is snspended or abando¢ed for a pmod of 120 days. (3) If tltis pemit ezpires, a new pemit may be acquired for a fee of one-half the emount nonnally reqnired, provided no chan¢es have heen or will be made in the arigival plans and specifications and any snspension or abandomnent hxs not exceeded one (1) year. If chanees have been or if suspen.cion nr ahandonment exceeds one (1) year, full fees sheil be paid for a new pertnit. (4) No work of any manner shall be done that will change the naNral flow of wahr cansing a drainage problem. (5) Contractorshallno8fytheBnildinglnspectortwenty-fonr(24)liours iuadvznceforallinspectionsandshallreceivewrittenappmvzloninspectioncarAbefore pmceeding widi successive phases of the job. (b) The issnance of a pennit or the appmval af drawings and specifications shell wt be constrned ro be a permit foq nor an approval of, any violetion of the provisions ~ or any other ordinaneq law, mle or ttgulafion. Chie uildr pector KAN~ ELECTRICAL PLAN 6ym0m I.i1d "t RELOCATED LIGHT FIXTURE NEW LIGHT FIXTURE ELECTRICAL OUTLETS 0 iSAFF UNLESS OTHERWISE NOTED 69 NEW ELECTRICAL LIGHT SWITCH TO MATCH EXISTING MOUNTING HT. O EXISTING THERMOSTAT RELOCATED b TELEPHONE OUTLET PLUMBING PLAN I SYl" B30L I.pGIND, sO EXISTING SALVAGED SINK RELOCATED APPLEWOOD QUALITY BUILDER 2700 YUINI M, S1E 280 LAMA W BD215 Ml (303) 237-1423 FAYI (303) 151-5556 QUEST DIAGNOSTICS LABORATORY 4485 WADSWORTH BLVD WHEATRIDGE, CO 80033 REV. Iff, m BY: " No- DAM WS~H' ENo- ~ -T-6" V.LF. T 6° V.LF. ~ ~ 7` . EXIST- At,T EXIST".:ACT RR ~2 A112 + A i Ai 12 / 8 -Q VJ.F: $ -0 V.I.F. ~ EXIST ACT 7 _I EXIST ACT I OFFICE 26 8 -0 V.LF. 36 EXIST CYP. 7 A102 2 BREAK R(?OM ~ ( , A111 R ,1 CLOSET . 7 A1itA , 19 3 . 1- I ~ ~ ~ ~ ~ _ - - 14 11 I I, RECEPTION ~ ~ ~ I _ 37 _ QRAW A101, ~ 1 Al 8 I 1 03 MECHANICAL LAB j I4 , MECHANICAL BREAK'ROQM~3 w'. 1 lAB A113 - A110 7J , 8 -D VLF. Al 13 A108 { LI A111 EXIST GYP. P ~ ~F~ -t ' ~ 2 2 - ...MECHANICAL ROOM ~ _ I _.C f~ECHANICkI ROOM ~ `NOT 1N SCOPE OF E_ _ - - + „ NOT IN SCOPE OF r , I WORK... X 8 0 V.I.F, 8 0 V.LF. RR ~1 I 1 40 ' ~ EXIST ACT EXIST' ACT . t4QRK= ~ ~ 10 I ; ~0 A104 ~ 8 0 VLF. _ ~ ~6 i _ T ~ EXIST ACT ~ «-L _ • 4 ` ~ " CDRRID~.iR 38 X38 38 CORRIDOR ~ 8'-O" V.LF. j A105 ~__i ~ ) ,1 .2 EXIST ACT I EXIST DEMO A1D7 i _ - I i 45 7 ~ I I r-- _ € I 10~ i ~ I _ WAITING ~ " T ~ I I-- - _ A100 ~ .h j ~ 19~ ~1 ~ ' i~ ~ 15 ~ -,'1 42 r ~ 8 -p V.I,F. ~ ~ _ ~ - _ ~ r - EXIST. ACT I18 DRAW. RA 1 2 - - - - - W DRAW DRAW i` ~ ~ ~ ~ ~ ~ A109 A108 - A107 A106 I 'I 41~ ~1" ~ LAB I - ~ ~ J 1g - ~ A1D6 i I 36~ , ~ ? I ~i7 ~ ( 9 ! j G L__T ~ ~ ~ ~ i1 I R 8'=0" UaF. EXIST AGT EXIST ACT EXIST ACT a tL _ - _ ~ 4 -...~-I___._ - 3 A2.0 SCALE : 1 4" = 1' 0" 1.ir~ _ . - { I . _ { o, > l~i 2-0 12 -11 - ~t _ ~~r._. - _ _ _ _ -~_e__ ---fir - - { CLOSEfi 1 / ~ WORK NOTES ~ SU UCT A102A f _ ~ ~ ~ , ~ 24 L.~1~ EXSTING TD f~EMAiN ~ ~ _ ~ . ' 2 ~ DEMO EXl TIN ~ ~ L~ S C FLOOR FINISH. PREP FLOOR FOR N~W F PLAN r-1 RR ;#2 BREAK .ROOM- - 33: ~ OFFICE - " A112 ~ ~ 2 A11 P 39 bEMO PORTION ,OF EXISTING GYP. BD. PARTITION AS R 1 ,3~ ~ A102 E ~ I 3 ~ 1 FDR NE'~V WORK. TAKE CARE TO NOT DAMAGED EXISTIN A ~ ~ 22 i cr CLOSET ~ - { ~ G~~UE ACT CEILING TO REMAIN: REWORK REMOVE EL "CT i ~ G >l E i 1n AMA ~ ~ 21 o C`4MPONENTS AS REQUIRED, RE: FtODR PLAN FOR NEN 4 ~ 20 ~ ~ 3 WALLS ELECTRICAL COMPONENT CATI N iGFI C~ 42" = ~ ~ l 4 DEMO ELECTRICAL OUTLET STRIP ALONG. WALL 23 - _ . 15 ! RELOOATE .THERMOSTAT DOWN WALL.. RE: FLOOR P AN t A OVERFLOW n 24 ~ 6~ DEMO EXISTING DOOR AND FRAME. 25 DRAW r-- - - `7 1x6. Utr . A ~ '32 A103 D T CEILING AT LOCATIONS WERE PARTITION W~ C.~ ~ ?AINT 29~ ~ ~ ~ ALIGN B.S. RECEPTION f ~ r 46 i 8, A,CESS PANELS IN CEILING Tfl REh9AIN MrGHANiCAL~ ' A ~ ~ o ~ ~9 I RELO-CA-TE EXISTING LIGHT FIXTURE. RE: REFLECTED GEII L B PATCH CEILING AS'f2EQUIRED, ;;7 A - 21 11 ~ 113 ~ A110 8 r-, ~ 10 RELOCATE- EXISTING REFRiG BATOR. R t ~ C34 i ~ ~ E E FLO )R PLAN ~ E' fir- - ~ ~11j RELOCATE EXISTING HUAC GRILLE ~ 43 , ~5 E ~+33~ _ MECHANICAL -ROOM ~ 22 ~ ~ ~ ~ ,121 DEMO EXISTING SINK AND I r ASSOC ATED PLUMBIN, CAP NOT IN .SCOPE OF ~ ~ 40 ~ H.C. WORK ~ RR ~ 1 n X134 DCMO EXISTIN PA - G SS WINDOW & ASSOCIATED MATERIAL'. 1 L__~ A104 ~ > a X141 OCMO EXI TIN S G, COUNTER, BASE CABINET & WALL CABiI i SYSTEM. CAP OFF PLUMBING 6ELOW FLOOR CEILING WA / 1 i RCQUIRED. ~ ,ALIGN B.S. ~ ~ F 1~ ~ > > ~ 1 A6.0 ( ,15~ D~~MO EXISTING WALL CABINETS CORRIDQR r35~ EXIST UCT ~ ! 16~ DiMO EXISTING COUNTER & CABINET. SINK TO REMAIN ALIGN A105 ~ ( ~ 1 S ~ ' ~ 17 D[MO MOVEABLE FIXED CO R _ ~ _ _ _ _ _ _ _ _ _ ~ ~ f UNTE & CABINET. _ ~ E 18. D~MO SECTION OF EXISIING PLUMBING CHASE WAIL. X. ~ ~ I UCT CP T X45 3 , ( LOCATION OF PLUMBING IN WALL UNVERIFIED. PLUMBING 5 I REMAIN )N REMAINING PORTION OF WALL. REWORK RLUM 2 A6.0 T RiQU1RED. 46~ 25, ~ 35 25 ~ GPT EXIST (?g SALVAGE SINK FOR USE AT NEW SINK LOCATION. ~ _ I ' ~ ~ (~Oj N(W PLAM OQUTNER & WAIL BASE CABINETS. REUSE S - ~ fi 35 i SfVK ~ ~42 21 I 1 ~ --1 I !211 N[W CARPET. PREP PER MFG. REC. l / ~ - - 35N i-_-' ~ r 9'-7 , ;'-3" 8'_7"} i222j N~:W SHEE7 VINYL FLOORING. PREP PER MSG. REC. t - • DRAW ' DRAW 25 DRAW A DR W WAITING A109 25 k JJ ~ ~ A.OS ~ r A,07 8106 A104 2O ~ 4 GPI ~ - 30 30 , ~i42' 1 i I - I 1 1 1 ~ II ! 1 , i Sheet 3 ~Tof 4 + ~ 1 FLOOR PLAN i 1 ~A~O SCALE 1/4" DEMO PLAN, FLO M PLAN and .....riiii. i~ f FELCIED CEILING PLAN MAIN ENTRANCE L. AREA OF REMODEL KEY PLAN :A200 SCALE NO SCALE r-A&~ FLOOR PLAN RENTABLO ARSA APPLEWOOD QUALITY BUILDER 2700 MNGFIELA STE 280 WD00% CO 80215 TBJ (303) 257-1423 FA%f (303) 237-5556 SUITE 201 WADSWORTH PROFESSIONAL BLDG, 4485 WADSWORTH BLVD, WHEAT RIDGE, CO 2-10-02 1. I WAD-201 I1 OF 1 #JIM ;'1' p...,3;_Y...i"t -'~~..4... W x . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13711 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/15/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address Contractor License No. Company OWNER/CONTRACTOR SIGNATUI TOM YANG 4485 WADSWORTH BLVD STE Phone 944-2540 110 17649 Applewood Quality Builders, Inc. Phone : 237-1423 2E OF UNDERSTANDING AND AGREEMENT Construction Value : $20,000,00 I hereby certi(y that the setback distances proposetl by this permit appllcation are accurate and P2fmit Fee do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or PIBn R@Vi@w Fe2 - 5208.81 covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this U50 T2X . $240.00 application, and that I assume full responsibility for compliance with the Wheat Ridge Builtling . Code (U.B.C.) and all other applicable Wh~, ~Age o'~c= erk under this p Total $770.06 (OWNER)(CONTRACTOR) SIGNF er DATE'1!5' Description : TENANT FINISH Z BUILDING DEPARTMENT USE ONLY 9110140WOW SIC : Sq. Ft. Approval: Zoning : OK. 4112102 Approval: DM Approval : Occupancy : Walls : Roof : Stories : Residential Units Electrical License No : 21228 Company :Garrison Electric Expiration Date : 2/28/03 Approval : OK/KS Plumbing License No :21257 Company :Ronald K. Hufford Expiration Date : 4/9/03 Approval: ok/ks Mechanical License No Company . Expiration Date : Approval N/A (1) This pertnit was issued in accordance with the provisions set forth in yopur appliwtion and is subject to the laws of the State o( Coloredo and to ihe Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days From issue date or (B) the buildin9 authorized is suspentletl or abandonetl for a period of 120 days. (3) If thls permit expires, a new permit may be acquhetl for a fee of one-half the amount normalty reqwred. provitletl no changes have been or wiil be inade ri ',iie otlglnal plans and specifications antl any suspension or abandonment has not exceeaed on ; i; year , igrs exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shalt be done that will change the natural Flow of water causing a tlraina9e pro6lem. (5) Contrector shall notiy the Building Inspector lwenry-four (24) hours in atlvance for all inspections antl shall receive written appmval on inspection card before proc ung with successive phases of the job. (6) T ss ance~~N ($f~abpy1~1dmit or Ihe approval of drawings and specifcations shall not be constmed to be a permit for, nor an approval of, any violalion of the vis' n/~ C in9 codes or any other ortlinance, law, rule or regulation. Chief Buildi Inspector DEPARTMENT OF PLANNING •AND DEVELOPMENT oF wHEq' BUILDING INSPECTION LINE - 303-234-5933 x R CTTY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) COCORA00 H p~~v,y 5~p AH~I"i"~lti! 4~ d ~l ON Building Permit Numbec Date: 047) Property Owner. 729,11" Gti"1 ~ ~/f Property Address: ¢4S `1~~~-°~~`GV-~'"/6"-1' Contractor License No.: p~ ComPanY i€'T7'l~i/Z i..4Ara~E' OWNER/COM'RACCOR SIGNATORE OF UNDERS7ANDING AND AGREEMENT ~~L Pno~?o~rl~ Z~v 0 I hereby certify that the setback distances proposed by this permit application are accurate, md do notviolate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easemen[s orreshic[ions ofrecord; tha[ all measurements showq md allegations made are accurate; that I have read md agree to abide by all conditions printed on this application and that I assume fiill responsibiliTy for compliance with the Whcat Rldoe Building Code (U.B.C) and all o[her applicabte Wheat Ridge Ordinances, for work under this permiL (O W NER)(CONTRACTOR): Description: ` 7c- !'l e /¢Z ~ Construction Value:$ 2O/ 000 Permit Fee:$ Plan Review Fee:$Ve-l" Use "1ax:$ , TOt31:$ Building a Safer World 7 BUILDING DEPARTMENT ZONING COMMENTS: ^'~C O Approval: Zoning: BUILDING COMMENTS: c~P' ~ ApprovaL 0 colorado ehap[erinc,ofthe ~ PUBLIC WORKS COMMENTS: international conterence ot building off"cials Approval: +4 ~,a Occupancy: Walls: Roof: Stories: Residential Units: Electrica: d -Plumbing License NMech al License No:~ Co , - cM ~ CrW r2~ Expiration Date: Expiration Date: r(iwca, . Expiration Dat~ Approval: Approval: Approval: (I) This pemic was issued in accordance wiUi the provisions set forth in yotv applicatlon md is subject to the laws of the Sta[e of Colorado md ro the Zoniny Regulatioas md Biulding Codes of Wheat &dgy Colomdo or any otlmr applicable ordinances of Ne City. (2) This peimit shell expirc if (A) the work authorized is not commenced within sixty (60) days from issue da[e or (B) tlie building auMorized is suspended or abandoned for a period of 120 days. (3) If [his pemit expires, a new permit may be acquired for a fee af ane-half tlte mnount nomally reqnired, provideA no chan¢es have 6een or will be made in the original plans md specifications md any snspension or abandonment has not esceeded one ( I) year. lfchanpes have M1cen or if suspension nr ahandnninenl exceeds one (1) yeaz, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the nahval flow of water cansing a drainage problem. (5). ContracrorshallnatifytheBuildinglnspecmrtwenty-four(24)hoirzsinadvanceforallinspectionsandshallreceivewnttenappmvzloninspectioncaMbefore proceeding with successive phases of the job. (6) The issnance of a peimit or tlw approval oF drawings md specifications shall not 6e conshned to be a permit for, nor an approval of, any violation of Ihe provisiovs oIni , ing codes or avy other ordivavice, law, rule or regulatlon. ef B7 g Inspector i i r r~ 16L5 I aKe# [he above information W be accnrate. I hav received and reviewed the Inspection Comp/iance and the fee Sthedu/e. Thispermit is the propeity ofthe WheatRidge Fire Protectivn Districtand is issued subjett M mndi[ions contained herein. Upon any fai/ure ofany rnndition induding fai/ure ofGearance ofany permit payment, Mis permit is subjecl to immediaM revocation and the permit mu# be retumed upon demand to a repre_s ^enWtive ofthe Whent Ridge Fire Pro ion District. ^ ~ . Signature of Applicant: 1-7 Applicatian Date: ~-PermitWheat Ridge Fire Protection District "Dedicated to Serve Through Excellence" P.O. Box 507 3880 Upham Street Wheat Ridge, Colorado 80034 303-403-5900 Office 303-940-0350 Fax Name: Address: Agent: Sa , ~ Address: 4 Ao r~b'U Business: az 1-lv 1La Contact: Ph one I Phone: INSPECTION BY FfRE DISTRICT REQUIREE'? xyes ❑ NO, Post this permit in a conspicuous plare. Reques[ required ins0ections a minimum of three days in aduanre at 303-403-5902. ~ J TYPE OF PERMIT FORMULA FEE Tank Ins edion No. of Tanks= @150.00/tank Review Alarm S stem Plans System Value= (.025) Review S rinkler S stem Plans System Value= (.025) Review Buildin Plans Valuation= i ~F . TOTAL OF FEES DUE Amt. Paid ,e1 Method' x Initials T .71 m,; X 7- . fdLIOR'" 0 ❑ New ~rQ Rdrtial t~ Other: ?CX L' .~fL•!" . f f~r G,u, ~ Field Inspections and Dates: tT LJ71 j N ~ Hydrostatic Tests and Dates: Comments: n ~ FIRE DISTRICT APPROVAL IS REQUIRED PRIOR TO ISSUANCE OF THIS PERMIT. APPROVED AS SUBMITTED 'U CONDITIONALLY APPROVED (See Comments.) m BY TfTLE r,11t'/~1/4L1uu! DATE t- S' ,,-p ~ 4 RMIT PORMULA FEE S-Submittal Noof Sites @ 75.00/Site s ect No. of Hours @ 40.00/HOUr 2 Hours + No. of Hours @ 40.00/Hour TOTAL OF FEES DUE FINAL APPROVAJ~ BY TITLE r C. C... l 3 Amt. Paid ~ Method Initials DATE - I S f' ) , ».._..say,.:...~....__.: , ._..y__;. .r.y..y.:...~.:~.~,...,. a..._°--_.__.:.,..:..,,:.:;...~.....~.::.~....,:_w.~:,::...........W.._ F: City of Wlieat Itidge, Coloriulo Bitild'uig Division IV Plun lteview Correction Notice Address: 4485 Wadsworth Suite 110 04vncr: Tom Yang Contractor: Applewood Quality Builders 1'rojcet: Commercial Alteration Ocenpancy: B Vulnntion: $20K Datc: April 9, 2002 S ~1 1. Res~troom #1 will need to be converted to a unisex handicap restroom facility, provide detail: a~e 2. Provide a door schedule for review --.>°C~' ct/b 3. Provide a complete plumbing and electrical plan e hC I 6G-o-k 4. Submit one set of plans to the Wheat Ridge Fire District for review and approvai. oq~/o/02 4~ Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank You, ~ Darin Mor Codes A inistrator , Y ~y ~ { _ ,~r _ GYP. B0. _ ~ 'LAM - PIAM r WC 32 W 3? , ~ WALL CABINETS - GY1 ~1ALL CA8lN'ETS ~ / ~ , .FILLER ~o i _~o / STRIR I ~ N N ~ ,~I, I1 ~ 4 INTE AL 4„ fNTEGRAL 8. ~ GR ~ SPLASH ! ~ - 8. SPLASH _ f I - -SINK _ - - _ -SINK I - _ _ . i _ ~ 'I ~I~~~ lil~~ o ~ ~ S.S:. COUNTER o - _ , -PLAN=BASE CABINETS ~ j W/ iNTEGRAI. I r - 1" FILLER ~ ~ 4" B. SPLASH. ~ ~ ~ STRIP INSULATE ~ . s EXPOSED PIPES a N AW 1,_ 7>, 6„ i PLAN-h - ,-GYP. B0.-' - ~ ~ ~ --GYP. BD.-' GYP , ~-GYP. BD. ~ ~gp WALL CABINETS WC 32 ' 32 WC 32 ~ WC 36 WC 36 mil" FILLER ~ ~ ~ STRIP i I I I ~ I ( -I-- PLAN WALL i _ ~ I 1 ~ ---PLAN RECEPTION ~ III li, A I PEN' I;I !il ~ -Iii A6.0 T COUNTER - ~ ' - - ' ~ ~PLAM WORK f I COUNTER ~ - i, ~ PLAN END ~ 3 i~ ~ - -PLAN :BASE i ~ _ PANEL ° ~ A6.o S a COUNTER I' I YP. D. I ~ _ CABINETS 4" R BASE-- ~ W INT { r PAINT - 4" R. BASE ~ ~ j EGRAL II ~ ~--1" FRIER ~ 4' 8. SPLASH ~I II STRIP FFB 18 BC 36 FFB 18 ON STEEL I~ ,o s ~ FRAMING s N I A SCALE: 1 4°=1'-O" SCALE: 1 4"=1'-a" SCALE: 1/A"-1' 0" SCALES t 4"-t' j ~ / i i 1 f 3 ~ Ab.O r " r '-_'f A IL Y H UL ~i UI I, ITEM REMARKS ~ ~ N. DESCRIPTION MANUFACTURER MO I M T!N H I' T 0 / DEL ~ OU G E GH I N4. L4CAt1~1 l _ 4 _ - _ r- t` 1 DRAW A10B (A T.P. DISPENSER I BQBRICK 84288 ~ 19' AFF M1N~ ! SATINS r1NISN I_.._-_ _ '~_.~~.~._______.-----_____---_--e.__._~_.__~._________Y_~____~.___F_____.__.-~___ 2 'DRAW AlQ9 NOT ' - - ~ _ _ ' ~ t~-1- +RT2f}R-W SHED - - BO~IGK ~~6-~8~a ,_~8_AFf -~$0T r - ~ITE.R ff -A USED j 7 £E 4VE t. ~ ,3 ~;BREA~K A111 - I_~__ _ ~ ~ 1 - _ _ _ - --i r ~ 8--~ ~ -AN6L-E0-MIRROR ~V- ~E}-SHEkR - _ _ BOBR~IC-IF 94164,-16"x 4"- ~-38~=AfF-~~U~ - - _ _ `t~ _ _ QF CE AlO2 I / 8Z B i i ~ , , _ _ 5 'CLOSET AiQ2A - r - i D ~ FLAT MIRROR W /0 SHELF ~ 608RICK 81651624 l6"x24" 38° AFF• $OT. - 6 ,CLOSET A111A i i I ,"1 ~ 7 RESTROQM Ali i E PAPER TCWEL DISP. BOBRICK 8262 ~ 61 1/4" AFF TOP, ---------J - I N4T I r_._ i ~Y: r,_.t r i ,L~3T+~ES-H8{'iK &~-BI~uiRER - g4B~IC-I{- B-~T2- - ~ 48°-AFF - - _ - - - _ ~ US:.D ~ SC ,OLID vORE WOOD ..____~A.~___.__--_,.. __.._______~__.._._._..L- PROUlDE BLOCKING fN WALLS AT ALL ACCESSORIES ~ _ _ _.__._~_.1 TOILET ACCESSORIES CONTACT - $OBRICK T R VI ~ CUS OME SER CE Q i i 1.818.982.96aa ~ ~ - R(~dd . N4, i t A1aa A1o1 G--___ ~A1D2 VARIES RE: SCHED VARIES RE: SCHED A1a2A rg_-_. ~ I A103 EQ EQ i , ~2„ 2° _ I i A1Q4 ~ r r,,' X105 . ~ ___..sC wD ' A1o6 ~ rIC NID _ ~ ~ SIFOLD ~ 'I --KD FRAME o i ~ ~ I A107 r t ~n~nn.. w v inn - rv vu vu r0 vD - - rYL Wk., YYI. YYI, I I A109 A109 DRAW VCT VB VB VB VB WC WC j WC WC ACT E A110 ~A110 LABORATORY V6 VB VB Pi P1 P1 - P1 ACF~ _ _-.E - SROSheet 4 of 4 VIOE 1x6 Nil C~ DEMO WALLS AM j A111 ;BREAK ROOM I VCT VB VB VB VB P P1 I P1 Pt ACT E 'PROVIDE 1x6 WD 0 DEMO WALLS A111A I AMA BREAK ROOM CLOSET ! VCT ~ UB I VB V8 P] P1 P1 - ACT ~ E DETAILS do SCHEDULES 2 1 12 ODOR TYPES I-A1--_ ~A112 RESTROOM2 SV SV SV f SV 5V P1 P1 P9 pi GYP - A113 i NOTE: 1. INS1 2: INS DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13442 BUILDING INSPECTION LINE - 303-234-5933 Date : 2/20/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address Contractor License No. TOM YANG 4485 WADSWORTH BLVD 17649 Company : Applewood Quality Builders, Inc. Plumbing License No : Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheai ordiDa~s. fSTwork under this permit. (OWNER)(CONTRACTOR) SIGNE i Description : TRUSS REINFORCI Phone: 237-1423 Phone: 237-1423 Construction Value : $5,000.00 Permit Fee : $111.25 Plan Review Fee : $0.00 Use Tax : $75 00 Total $186 75 ~ T~ BUILDING DEPARTMENT USE ONLY .lSIC : Sq. Ft. : Approval : Zoning : 2I19/02 Approval: BG ~l .&~~*„'.o :y Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Mechanical License No Company . Expiration Date . Approval : Expiration Date . Approval : (1) This permit was issuetl in accortlance with the provisions set forth in yopur applicalion and is subjecl to the laws of the Slale of Cobratlo antl to the Zoning Regulations antl Building Cotle of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not wmmencetl within sixty (60) tlays from issue tlate or (B) the builtling aulhorizetl is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvitletl no changes have been or will be made in the original plans and specifcations antl any suspension or abantlonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the naturel Flow of water causing a drainage pmblem. (5) Contreclor shall notify the Builtling Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) The issuance of ermit or the approval of drewings and specifcations shall not be construed ro be a permit for, nor an approval of, any violation of the provisions of t ilding det a other ordinance, law, rule or regulation. Chief Build' g Inspe r DEPARTMENT OF PLANNING AND DEVELOPMENT oF WHEq r BUILDING INSPECTION LINE - 303-234-5933 { P CITY OF WIIEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~toRno~ ~~~UCATION . Property Owner. /,~yry) l{(,~ / . ProperryAddress: `vC~d-3' Contractor License No.: Company: ~~71~/~r9cR~( .l~-f~-[JG{~ a~ S OWNER/CONTRACTOR SIGNA'I'URE OF UNDERSTANDING AND AGREEMENT I hereby certify Ihatthe se[back distances proposed by this pertni[ applica[ion are accurate, md do notviolate applicabfe ordinances, mles or regulations ofthe Ciry of Wheat Ridge or covenan[s, easements orrestrictions ofrecord; that all measurements showq md allegations made are accurate; [hat I have read md agree to abide by all condi[ions prin[ed on this application and that T assume fiill responsibility for compliance with the Wheat Ridee Building Code (U.B.C) md all o[her applicable Whea[ Ridge Ordinances, for work under this permiG , (OWNER)(CONTRACTOR):SIGNED ~.~..?i `t DA'IEW/ Description: C~- l Building Pecmit Nwnber: Date: Phon(-?o 3> Construction Value:$ ,~OC9O' Permit Fee:$ Plan Review Fee:$ U se 'lax: $ Total: $ BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: ~Y . Approval: Zoning: ~ BUILDINGCOMMENTS: ApProval: 7~ `1a 2 ~ _ / . PUBLIG WORKS COMMENTS l: r•.. Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expira6on Date: Expuation Date: Expiration Date: Approval: ApprovaC Approval: (l) This permit was issued in accordance with tlw provisions set fort6 in your nppiicafion md is subject to the laws of the State of Colorado md m Ihe Zoning Regulatlons md Huildiug Codes of Wheat Ridge, Colorado or any other applicable ordinances af the CiTy. (2) 17us prnnit shall expire if (A) Ne work airthoriud is not commenced wirtiin sixty (60) days fmm issoe dace or (B) tlie builNng antlionzed is snspended or abavdoned for a period of 120 days. (3) II tlhis pezmit expues, a new permit may be acquired for a fee of one-half the mnwnt normally required, provided no changes hzve been or will be maAe in the original plans and specifications md any suspension or abandonmem has mt ezceeded one (1) year. Ifchanees hrvre been or if sospension nr nhnndnnmenr exceeds oce (l) year, fidl fees shall be peid for a new pamit. (4) No work of any manner shall be done that will change tlx nahwal flow of wamr causing a drainage prohiem. (5) ContractorshallnotifytheBuildiugffispec[orhventy-foar(24)hours inadvanceforallinspectionsandshallreceivewrittenappmvaloninspectioncardbefore proceeding with snccessive phases of the job. (6) 11te issuance of a peemit ar the approval of drawings md specifiwfions shall not be construed to be a permi[ foq nor an approval of, any violafion of the provisions of tlie building codes m any other ordinancq Iaw, rule or regilation. Xzz6e~f Chief B ing Inspector ADD'L 6"x1(o GA. STEEL STUD ADJ TO EXISTING STEEL STUD DIRECTLY BENEATH EXISTNG STEEL JOISTS EX15TING PLAN SCALE: I/16"=1'-0" 4 2-L2x2x1/4" 2-L2x2x3/16" T'-2 1/4" 2-L 2 1/2"x2 1/2"x3/16" a L 8'-4 US" C4xl.25 9'-0 5/8" C5x9 2 -L2x2x1/4' 8'-5 1/4" C4x-1.25 EXI5TING TRU55 REINFORCING 5CALE:1/4"=1'-0" ANGLES 6'-5 1V2" SEE DETIAL 2-T.S.3x2x0.25" I. STEEL TUBE SEE DETAIL 5ECTION-2 SCALE: i" =1'-0" DETAIL - 4 5CALE:1"=1'-0" SECTION - 3 5CALE:I"=I'-0" v_ m ~o z N o ~a ~z oR o~ w o x z Z~o ono W }~Un 0o z O~ z wn W y o Sz a a UQ~ [y V) Q 0 daIS w u~U a p ~ ~tt~Z, 3~Ujan l6 M Q 0- ~ ~vz Q 102-02-111 2/!1/02 AS NOTED Ic I , I GENEQAL NOTES: DESIGN LOADS: LIVE LOAD (ROOF) 3_0__--PSF LIVE LOAD (DECK) 100 PSF SEISMIC ZONE I FIELD LOCATE NEU) STEEL WIND 100 MPH EXP. C. w BEAM FOR SUPPORT OF o NEW AWNING THE BUILDEQ SNALL VERIFY ALL DIMENSIONS BEFORE CONSTQUCTION. o STRUCTURAL STEEL ' O EXPOSE EXISTING STEEL WOQK IN GENERAL SNALL CONFORM TO THE CURRENT STEEL BEAM FOR SPECIFICATIONS FOQ THE DESIGN, FABRICATION AND ERECTION OF I REVIEW 8 REINFORCING STRUCTURAL STEEL FOQ BUILDINGS ADOPTED BY THE A.I.S.C. ; It ALL STRUCTURAL STEEL SNALL BE IN ACCORDANCE WITH ASTM co SPECIFICATION A-36. ALL CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS SHALL HAVE BOLTED OP-) WELDED CONNECTIONS AS SHOWN IN THE CUQQENT EDITION OF THE A.I.S.C. MANUAL. PROPOSED ALL BOLTS SHALL BE HIGH STQENGTI-I BOLTS IN ACCORDANCE WITH WOOD DECK STRUCTURAL STEEL FOQ BUILDINGS ADOPTED BY THE A.I.S.C. z 0 WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CODE FOR WELDING IN BUILDING CONSTQUCTION OF THE w AMERICAN WELDING SOCIETY. Of ALL SHOP AND FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS QUALIFIED BY THE AMERICAN WELDING SOCIETY. 0 PANEL POINT EXISTING 4-12 g PANEL POINT TRUSS - 3/16 CHANNEL SEE DETAIL ANGLES SEE DETAIL 3/8"xl" SPACERS s PANEL POINTS 5ECTION - 1 SCALE: I" = I' -0" 2-L2x2x3/16 The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge Steve Reed Communication Services, INC. 7720 E. Belleview , suite B-350 Englewood CO, 80111 2 March 2001 RE: 4485 Wadsworth Blvd. Steve, I have received your fax dated 2 Mazch 2001, and have reviewed all information pertinent to the location of Teligent equipment at 4485 Wadsworth Boulevard in Wheat Ridge. At first examination, it appeared that the equipment used in this process directly related to what the City refers to as `Satellite Earth Stations'. When I initially met with Tim Small, this was my first inclination. However, upon further review, the determination has been made that this type of equipment, in the way it is to be used, will more closely resemble what the City refers to as `Commercial Mobile Radio Services'. If the proper definition for CMRS is applied to TeligenYs equipment and purpose, this decision becomes evident. Section 26-123 of the Wheat Ridge Code of Laws defines CMRS facilities as "an unmanned facility consisting of equipment for the reception, switching and transmission of wireless telecommunications including, but not limited Yo, personal communications service (PCS), enhanced specialized mobile radio (ESMR), paging, cellular telephone and similar technologies". In light of this information, the City has decided that the equipment used by Teligent would be classified as a CMRS structure, and therefore, would be subject to all regulations pertaining to CMRS facilities. Any roof mounted facility would be subject to a Special Use Permit, and may not extend over seven (7) feet above the parapet of a flat roof upon which it is placed. The facility must also be architecturally compatible with and colored to match the building to which it is attached. I have included the section of the Code which explains the Special Use process. Should you have any further questions, I can be reached at(303)235-2849. Thank Y , Travis . Crane, Planner (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 TELIGENT Single dish AZIMUTH site FROM : CSI DENVER q~ilxi. t.cxelinV: Cmmmwunuass Ine beamc XO Cormiwiianona hu. on Sepeenbc, oflartwu. Formus Commnniouws /ac.. a preralun I. iDS urrin wroi hodquar. in dx Uoiud Sqrle, ayE noe indwld w the tin Lusux it cuscr.ch• odv~' o;undnru u. E=:x. 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N.]. 9tuinces wIIr irarim+.. rnl"moms mA sttvices pratida A.iw ..nnounreA ie vrill carc a:olotim Depa.t Ytt~er.~ ~o hdp L~wd-~.m. dna Attigt h.vd~[c end eo[s+sr< spplica- ron forPvaya'scommunicationsp[aduCG 'it p~e: ue the oppornvdry to impnve marumtt ttris.Eution lry o&iiug a wide oazi- ei aypliorinn<!mm x- ofMC hst and hnp,Fnyr intFCwr,lO, ikile at thc s+ e1n'e ume, imprmin, nnr . xmo~m an(l xose tighny foceuar ou: a.v ie'-Iopse+e r¢ouras;' +aiA A.'< DHOn, the caaponys ~ite pr«+d-L f r mf~.;se commvniations pmdInc¢. Sonu afrha camyvus 16xhrvejoined ~he FRY N0. : 303 740 9608 Mdr. 92 2001 12:53PM P4 IocN m~Jtlpoin: dixmlwuou xrvice, muld- d,snxl mulepam Aim!hutiec nie uid ~uJiansd fiequene'us RCA W~ Nc.s u a art Au many svnQct IMI>S and uni..rcd oriers se na 'vxhMed en Nu lin. YMOUgh reteuGh %ce Ew:ui nun: :tzx.e :uudas. u.r:l ss wili- mmM ~nmre m in eAe brojnn'uf8 sug. ef d~zu "II[L rollout othrvtYa te boo~ a. Thry wd1 m douC[ CemtlneM on Zihx- A 6Q ImtliLg prq;yn indqde LCC Wudna lae, Busiasse mmt lab m de]i+a ;vfo.mation o~r im f~ayes tra ann Xmd CommimiaEOnc Gry. CDPD nework ALS said the nw applim- uom wlI be a.vlible dua'v6 ~ x'.cmd L.V f[his ~ marktnwhteA7&7'Windm~ ADS forms sUategic alliance with AT&T Angel pAJ,_M tl4At1i, FL.-APPiicd Oigt3 Solucions luc, e vn~ sotuce pfw~da of e- e„~~~i„~e~,r~.m~aaxi~:g AT&I w;Nien u iu du+o.rier of chaitt fot the D~jealMSd Deliwuy Sysum. ADS said DigiN Acyd dsn ie uvssmi~ud irN ndY, on a rcal-dmc ba4s, to an IuusMo- «c~:d ~d.mt.,- ~d..,,1.e..n;!<b!c on a lt'elFmeliled Jee4foP.lapmP ~xrrelexu M~icc. ATk7 WvdesswiLLworkwizAADS'aepdG- carion crn~asnd e8usmmsoRNevedeyop e8u O ~2tN p,o.iAe; zr.ia or hss resoin4 agntmmn "rith odv.r curius 6x CDPD xnicx. XO Communiations reports 181-percent revenue increase dEiiOV.va--XOC wiuoonsjn~ apw d re~mua bor ihe fo.reh qtmrter toded Dce 31 of S2i3.2 mimon, a]8]-pe. ;cnt inacasr Eoet the S90A2 m➢:ion ielwn- M krtwrtFSOeMT I939.Ihe companyala .qwirad ym.-md 2WU ~.ooau af $713.8 m,Uea XO aid51129 mdli.n eFthe roul.rvenix , 2JU3.m9r4L T(9a1XA.qMSysunu fer 'he fr+unF qmrro. .+x nmiM~tepf< m va're :avim, and 413]A milli~ wns+~¢ib~uF,l. ro daz., sarvic~, indvdwg ln~nntt ,aeu,ml w b hoecing. Thewmpury ;a4e.p:.iriuaanctlo:t of S491.6 Su.o. ,..r 512 rr sha.c fer thc quv~, vid. aeiloss olSl.l bilGon. o,53.8) pe[elure,fioz2000. Dan nkeraoa pruidat and diicE arcu- mc ofiar of 740, seid the opaatine r«Wts for the (oiv~l~ quartcr Wue solid, Lu< <h. mmysirylus much wrk ro do. "wcecJiwwc mos[ nvuoutfaus [ovud on. crirical 2001 butineu objx[iwes tha[ inel~de rnnu" rrvm„e grc~h. <ooaunwng 4u` LiK ~Jwxd CWIUA Stt9IMCVCII PIIE uttlaawqt o n.Na }wilding i irixriv< the L e.-yeeee3 ~o dri.e imp-mm~r in niaomer 9~av.cioning a.d funh.r ;mprrnrc oo<<ouvauaure, "nF mnsud. FROM : CSI DENVER and Pvpn fi6er have failed lo dcliver. 7he man whose high-stakes, long-odds gam6le created the dish antennas looks de<epcively sutus quo-eill Rouhana wears a conser- vative daB-blue business suit that makes him look like a bankcr - indeed, he used to be one. With a disarming, laid-back style, he describes himself as "just a boy from Brooklyn"- and, yes, he has the accent and manner that makes it easy to imagine him playing zcickball among the brownstones as a kld. Fiber was ideal for high-speed, long distance backbones. In fact, in 1993 [his infrastruaure wds being buili with the capacity Rouhana wanted. So why not brid9e the gap between the Sackbone and the end userwith ultrahlgh-frequenry beams? ihe beauty of this scheme was that it would do an end run amund the local phone companies il track to the broadband mnnectivity that copperwires, c0axial cabie, antl FCC regula[ion5. Bes[ of all, w Far as Rouhana could te, no one h id FAX N0. ! 303 740 9608 Mar. 02 2001 12:54PM PS . is caking root among the metal ducts and wooden wa[er towers acop Manhanan's aging sky- scrzpers.5mall,whice dish anteAnas - poiniing laterally, not skyward - nerald a new era and a new mind-set in ielecommunications.ln New York and other urban erea5 across America, finally [here's a fas[ else had come up w~th i5 ea. In a state of ercRement, Rouhana called 6eorge the next day and offered to buy the frequencies for $4 million in cash, plus 56 million in WinStar stock. Ne also insisted thac the sllghtly s[unned George join the new venmre. There were some formalities. Rouhana had to ensure that new technology really could make the freQUen<ies work in bad weather. A contna had co he drawn up-Weeks passed. When the agreement was ready for signatures in February 1994, it was almost too lare. "The day we were closing was one of the woac snowztorms ever, Rouhana remembers."Everything in NewYOrkwas being shuc down, including all the airports-And then the fax machine star[ed humming, as people started ttying to outbid me. Word had goRen out.There were munrerproposals! I was very upset. Leo and I had experienced an instanc bond; we'd botA beeo at Georgetown Law, and bo[h hap- pened to be part le6ane5e.Thank God the snow was there - it kept him in my office long enough to close the deai " A more revealing sign of his place in the tele<om universe can be und in an adjoining mnference room, where a Wcite trophy from America's Network magazine names Rouhana a member of iS Hall of Fame, u0 theie with Bill MtGowan,former chair and CEO of MCl,and W111tam T.Esrey, chair and CEO of Sprint. Peaders of thaz wme magazine vo2ed Rouhana the"mon forward-thinking wrrier executive' of 1999, buc"prescienP is mof2likE iL. BdCk in 7993, he Wds IPlatlvely unkIIOwn i0 The ndustry,a senior parmer ofa laserknown merchanc 6ank ned WinStar Companies that waz quiecly financing and build- ing a numher ofi media and entertainment properties.Then he s[um- bled across a 12-page business plan that changed his life. The pfan was written by a legendary Washington, DC.lawyer named Leo George, who iook MCI a5 his firse dien[ when he started practiC- ing independently in 7969.AImost 25 years Iater,Gmrge acquired a huge bbck of rodio spectrum from the FCC (or free because no one Ihough[ it was worth anything.ThB spedrum was in the ultrahigh- frequency 38-GHz band, which can carry hu9e wlumes of dau but has so little penecrating power that hBavy rain degrades the signal, white a building or even B[ree can block it coinpletely. George Uelieved [hat new «ansmitcer technology could soive the bad•wmther problem, and he imagined 38,GHz signals linking coll- phone basp siations in line of sight with one anochecTo Rouhana, this <ompletely missed the Doint'Two lines in the busmess plan haunced me the whole nigh[," he reCalls."They stated that the 38-GNz frequen4y bantl is the functional equivalEnt of fiher, and would be cheaper and easier to install. So - why couldn 21 use this to do whae I wanfed to do?' Whac he wanted - what he'd been thinking about in fdle momems - was to biast open the slvw-modem boaleneck constrictinq businesi access to the NeT and deliver online multimetlia without excessive cost or compromiseArtnodoz wisdom said that hbet or cable would make this happen, but Rouhana tlidn'[ bditve It. He mw inherent limiwcions in cable, whfle f,ber was simply too expensive to depioy dooo-to-door."1 saw it was going to take torever," he says, recalling a project in Dover TownshiD. New Jersey, involving 38,000 househaldz. "Bell Atlantic daimed ¢ woWa connect every single home. Aiter two vears, it stiil hatln't mmple[zd more man half ihe job.' Rouhanaisthatrere creature,awntrerian outsider who ouumarted the axperts and is now ouTrunning them. Today his concep[, known as LMDS, for locaf multipoinc dinribution service is a leader in the new category of fixed wire{ess broadbend. ~ iThough LMDS technically refers to a narrower band af spectrum~ the term is broadly used in the indu r ribe bandwidffi ,above 20 GHz WinStnr Companies has 6ecome WinStar Communr cations inc.,owning svecWm licenses in 60 major US marIcQts.Sa far, it has tleployed wiieless bmadband in more [han 30 of them. The package indutles muth more thanjust a pipe WinStar offers videomnferendng, LAN Interconnections, MPEG•2 video. discance leaming,a proprf¢cary email service, Web hosring,oniine news,and a commerce sire, Office.mm, in which CBS has acquirtxi e one-ihird equity sdke. WinStar also boasts"key broaooand relationships"wkh Lexis-Nezis, Standard & Poor's, and Dun & Bradsaeec if customers want m jun surf the NeL they W n tlo chat, wa Continual growth Seems assured, since the wmpany has esta6- fshed a 52 bilLOn s[rategic partnprship wiefi WcentTechnologie5. °With Lucen[ we are working to make sure our network gecs 6uilt out as rapidly as possible,"says Rouhana."On one level we are a wstomer and they ara a suppliec On another fevel [ney are a n'nander and we are a borrower.On yec ano[her levei they are pruvioiny services around the wodd to accelerate our devefopmeni. i hey aiso want tu use our servite,and have guarenceed SY06 million in businesz." Since signinq ics firsc dienc in Decemoer 1990, WinScar nas instailed more Lhan 500,000 iine5 serving 120,006 customers, many of them small Lo medium-sized businesses, but also e few bf9 name5 like Sjemens and Colgace-PnimoliveJwnically.the ialter r.vmpany usas ~ q. 1. . FP,OM : CSI DENVER FRX N0. : 303 740 9608 Mar. 02 2001 12:55PP1 P6 y che suppoiedly unreliable 38-GHz system as 5ecurity backup for its regu- lar plain oIC 2elephone service. Inrernacionally, WinSiai alieady ofFea service in the Nether{ands and in Tokyo and OsakaJt wlli launch a service in Argentina.has a preferreA alloca- tion of radI0 SpPCtrum fn ihe UK, and i; looking for qranf5 in other countries. WinStar is pubiidy traded (Nasdaq: WCII), ha5 more than 4,000 employ- ees, and repores more than $300 million in annualized mre revenues, 5500 million cath In the bank,and a market capitalization of becween $4 billion and 55 billion. in fall 7999 the company outgrew itz Park Avenue head- quarters and moved m a larget space a few blocks away, in addicion to leasinq 600,000 Square feet in subu(ban,yjrqyn_e outside Washinqton,DC. For WinStar cuzmmers, a typical initallation works like this: intide a molti- tenani building,a conventional Ethemec cable links parti<ipating businesses with a single dish antenea on the roof. Whm a user sends da[a, ics packets S~~ ~ stream t0 the an[enna, which squiRS them out in a ti h[ bCam aimed at ~ another buildinq not far awayjThis zecond huildinq is a hub chac rpcefves Rdata simuluneously hom many dien~s, sequences their packecs, and pu5hes ';[hem out on a fiber backbone leasetl from a long dStanre companv ~ Conversely, dare from the backbone is received a[ 2he hub, which soru °38 GHz is tE%e func~4onal e,quivelent of f ber, but cheaper a-itit easi'er to hnstali " ~ [he packa[s antl dlsiributes chem as vansmissions aimed at the rooftop antennas on swrounding buiidings.Since audfo slgnals can be digitized and sent as data Dackeu, LMDS carries celephone zervice simultaneously- whichisnostrecch,sincethetotalbandwidthforeachbuildingWinStar serves tan be an amazing a blllion bits per zQCOnd, supporting up to 3,360 phone lines per thannet, while users enjoy da2a speedt as high as ~ 250 Mbps (about 4,500 times che speed of a 56K modem). j During the six years it mok Rouhana co develop and deploy his service, I altemaave technolo9ies have made slow progress. A5 he predicced, fiber ; never became an option tor most end userS.Annual growth in domestic ' fibered huildings feli hom 65 perwnt in 1996 to 47 percent in 1997 to a ~ miserable 9 percent in 1998, accortling to Piper laffray Equiry ReseBrch. . Out of 750,000 commercial builaings fn America, only 10,000 are served by fiber.Virtually no residences are connocted,and most probably never will be. DSL is beinq heavily promoced, wi[h a theoretical maximum download . 5peed of 7 Mbps, although many consumers op[ tor cheaper varianis such as ! Paciflc 8e115 384-Kbps serviCe. But DSL squeezes ¢s capacity out of ancient wpper connections and is usually asymmetric, medning that you send data more stowly than you can receive it In chat rooms and newsgroups, many eady adopters complain about oucages and transfer rates far slower than advertisecf -as low as 120 Kbps for downloads in some cases.lf yoy live more than 3 miies from your nearest telephOne exchange, you can't ge[ DSL at all. Nearfy r miliion peopie nOw have cable modems, but many seem unable to atteio thecneoreticai mazimum tlownload speed of40 MbpS.A recenr ` Comparer Shoppertesc run got anty 600 Kbps - a mere LS percenc of fhe t maximum. Ur6an rabie users may suffer from RF interferenm thaf leads to _ dmpped pa<kets, while overall performance nends to tlegratla ds more of - your reighbors start nharing the cable node. n LUDS tlaims to be immune to all these prooiems.`Our system is 99.999 FROM : CSI DENUER FAX N0. : 303 740 9608 Mar. 02 2001 12:56PM P7 percent reliable; Rouhana says of his fixed wireless product."The FAA uses us in i[5 air-traffc con[rol net• work. This is rock solid. as good as anything you have other nenvork provitlec^ ihe wom wire/ess has created much buzz, but LMDS is unlike many other unwired systems.The antennas are highly directional; bolced into place; they do nor support roaming. Nor does LMDS uze satellitei such as the torthcom ~ ingGlobastar, roteus,an-l!i1bome-Wl{muniUtions0latform (see"Echernet ac 60,000 Faet," Wirad7.06, page 750),will be able ie leg7da'y"last rnile " to use rhe same radio spettrum as WinStar, but iYS not deployed yeC. Confusingly,in addition to LMDS ihere is MMOS (multichannel muitipoint distribu2ion service), whi[h dispeises it5 lower-bantlwid[h signal in a broadcast oanem instead of allocating a tight beam to each end usea Currently, MMDS (which, inaeasing the confusion, is ofren referred 2o as"wirelezs cable') is being tested for relatively high- speed consumerbriented Net access, which may explain why MCI WorldCom has 4een buying into companies- including Sprint - that own the 2• co 3-GHZ freQUenCies albcated for this kfnd of aansmis- I sion.8ut because it's a system where all users share the same signal,l it could suffer a performance penalry similar co cable modems when, 20o many peopie mmpece for the limi[ed bandwidth. Despite the line-of-sigM limication of UM1DS,and ics relativeiy short range, iYs now the fastesr biidge across the legendary"lasc mile" between inscalled fiber and the end usec Consequendy, Rouhana's once-mocked rechnobgy Gnds itself bcked in fierce compention. scarted ouc as an eady com- petitive local2xchan9e carrier (CLEq offering independent lowl phone service.Nextiink used its own fiber in some ur6an areas when it went online in 7996, 6ut now iYs gaing beyond wires. ln a joint veMUre with Nes[el Communica[ions, it placed winning bids for LMDS radio 5pectrum in a 7996 FCC auction.ln lanuary 1999, it paid 5695 million fOr WNP Communicaiions, gaining rights to spearum WNP owneA. Add it up and N¢zttink seems to have become the IarqPSt owner of LMOS spec[rum licenses in the United States.ln September 7999,the company iaunched ics first fized-wireless hroadband service for cescing in Lps An9elea Group (now owned 6y AT&T), annowced pians to buy the Associaced Group Inc, which just happened to be the larqesc shareh6lder in Teli- gent, another maj0r owner of spearum li< uitable fer LMDS_This all-scock deal; valued ac ab~~l give a ~viae r Malone aa percent ownership of Teligent and opened a new path for AT&T inco local phone service. in 1998 (its first year of operation), Teli9enCS LMDS service had peneValOd 15 markels across America. The company aims to have 6,000 building licenses by the end of 7999, providinq service in roughly half of ihem.As of Iune, it 5erved 28 of the nation's largest meTropolitan areas including NewYork, Los Angelez, Chicago, Boston, and Ghi ladelphia. Like Nextlink.Teligent is staffed by telewm veterans.The chair and CEO is Alex J. Mandl, former Oresident and C00 of AT&T. Mandl's annual salary is estimatad to be arountl $500,000, and he got $20 milllon worth of incentives when he signed. The mmpany was well able to afford these peiks, having raised an fnitfal $1J biilion - 10 per<ent of whi(h came from Japanese telecommumcations giant NTT. Kirby G."8uddy" Pickle isreligem's presidenc and chlef opera[ing officer. After hoiding vanous management positioas at AT&T, Sprint, and MCI, ha was appointed ptesident and CEO of UUNet when it was bought by MFS Communications.But, he says,"i hecame frusnated with the inabflfty of phone mmpanies to provide my wsromers with high-speed access." All it took was one chat before he joined Mandl. llfough Teligen; wys Pickle, is rommirted to being "service oriented, not content oriented; the mmpany has announced that it will pro- vide ISP facilities some 2ime next yeacTeligenCs pricing is simple: The company averages your local phone and Inteinet Ch8rgE5 for the past couple of months, deduas 30 percenC antl bills you the remainder ac a flat rate. eut WinStar offers an even more seduaive dea1:51,000 worth of free loczl Ca115 for the first year of a three-year contract. Ne[ access via Teiigent is avaita6le a[ 384 Kbps (to mmpete with cheap versions of DSL), or at 1.5 Mbps (equivalent to a Ti ) or higheq depending on the pri[ing pian you choose. So far i['S strictly for businessezbut that may change.'I thinKwithin a year you will see Teligem going to the consumer;'says Pickle. Apartment buildings, not fndrvitluai homes, will be the targec, to spread the cost of the antenna and rts transm'tterreceiver aC1055 as manv Cusromers as possible. The smallest, neweti entrant in fixed wireless is Advanced Radio Telecom, based in Bellevue, Washington.ART offers data services only; voice will come lacec ART chief exec Henry Hirsch was vice chair and CEO of Williams Cammunicaiions Group,which 6uilt a naiionwitle fiber-optic necwork tbat it solc to WorldCom for 52.5 billion in 1995. In early 1997 Mirsch quit his business involvements for a life of IeF sure - but couldn't resisc the prospect of running ART as an estape from what he refers to as "my failed retirement. When he took over the company iater that year, it was trying to sell wireless links wholesale t0 CLECs.This raw•bandwidth s[rategy was not working, according to HirsCh,"I cut the company in half," he wys;'then grew it back again as an ISV, serving the end u5er. We halved the bum rate and started offerirg service in [hree ci[ies." Duting 1998,ART focused on rai5ing capital.On JunE 1, 1999,[he rompany announCed a$251 million equity irwestment frOm a<onsor tium induding Qwes[ (590 million) and OaK investment Partners 640 million). Meanwhile, ART was cwating ies own uoique bcal-nernork ~ PLA ~ - FROM : CSI DENUER FRn N0. : 303 740 9608 Mdr. 02 2001 12:57PM P8 r rnpnlo9y. W hile other fixed-wireless companies use hubi that connact with dients via mdio links like the spokes otd wheel, AftT is dpplying technology from Triton Network $y5tem5 t0 COnnect building5 in San Jose in a ring u5ing 1006aie? Ethemet.This consecu[ive-point archirecture is meant to 6e more Fault tclerant, like ;he :n[emet icself - although [his remains to be proven. "This mmpany has been very much in ezperimencal mode,"Hirzch says. 'Equ~pment •uas purchased by che pr2vlous manag2i++enC and we usetl i[ in nhree cicies. Buc now wim new capicai, chings are 9oing m chang> a lot` ..c_...=..C ::andhisleadingpositioninthe field he cma[ed, 8ill Rouhana still sometimes finds himself treated con- descendingly by competitorS.The digs often urget WinStar's media hold- ings, which indude sports-radio talk sh ows, wellness videos, and "arY" films but make up enty a minoi portion of overall revenues.°He's a bartker from che entertainment industry," comments one spokesperson from a rival company, who asks not to be named. "What does he know about te leco mm unication s?" "Well, Be!nie Ebbers was a gym t2dcher at my high schoo[,"Rouhana r2SDonds, deadpan."It4 true - he really was.° More seriously, hp goes on:"Sometimes I feei IikeSeward,who trought Alaska. People scomed him,just as they smrned me when I bought those spectrum licenses. People said,'Doesn't he know ic won't work in the rain?' Well. of coorse I had checked, and it works fine." "What it comes down ro is simpty engineering for rein-fade," says inter- national Data COrporation analystJeannette Noyes. Rough translation: If you have more weathet you need more cells."The big issue is the per- ceprion that wireless is noi as reliable as wireline." "Wireless isthe best wayto eatend the netwoik,"re5pond5 Rouhana, wiih Alaska-zize insistn_nce,"and the rest of the wodd has finally figured oui what we knevu." Some Silimn Valley honchos seEm ro agree.0uring the UCLA-sponsored 30th anniversary celebrztion of the Internet in September 7999, panelist Christine Hemrick of Cixo was asked which technology - DSL or cable - would be the key to bringing broadband inio the home. Fier repiy:Wlrcless will6e competitive with both - s00n. Earlier in the yeayat the Vorten99 conference, nttended by CEOs and CTOs from many major teiemm playen, an audience poll placed wireless behind DSL - but ahead of cable- as the choice zhat"holds the most promise." Ultimately,Rouhana believes his spectmm can reach morethan 200 million people in the US.This raises tantalizing possibilitieS.LMDS would be the ultimate videoon-demand distribution medium. WiTh a large enough mscomer base, WinStar muld package its own content, rNaling HBO or CNN. Ooes 8ill Rouhana see himself as a 21 srcen2ury Ted Turner? Ma laugh: at che thought"Who knows?" he says."My original vision, which is s[ill my vision, was ro in[egrzte computer [ecfinology and information in a broadband network Ooes ii indude video? Absolutdy. Movies? Noc in this round, hut as we get further along and can offer services beyond the busi- ness market we II offer whatever the righ[ services are." Rouhana doubts WinStar will go after che residenrial market for several yeats, bux hincz cautiously,"I can imagine a way to geT there earlier. LeYs Say a cable mmpany wamQd to expand ic5 adAressable market. Well, in the fucure we wil: have line•of-sight co chousantls of multiple dwelliny uni[s- almost 10 percen[ Of the country's residcnces.That would 6e very attma vve co a rabie mmpany.l wn imagine partnering wich one ;ha; already hdi ils own arrangements for mnsumer biltiny, mstomer servi[c, and so on, so that we wouldn't h2ve io do it all by oorselves." In che meantime,though,one seemingly trivial problem interferes with all of WinS[ar3 planz."Our biggest impediment iz access to huildingz," says Rouhana."Eighty-five percent of US businesses are in maltiteoanted 6uild- ings. And it takes me 9 to 24 manths to get access to one building." $0, having buil[ a multibillian-dollar business in competition with Some of the natioNS biggest telecom corporations, a visionary entrepreneur suddenly finds himself ob5trocced by that mos't elemen[al life-form:[he landlord. 7!ie annoyance is compounded when you realize that ocher services are insula[ed from this problem by staze and (ederal laws.'Utili2y companies, indud{ng phone companies, have legal right of access," Rouhana points out."Cable wmpanies have widospread acw55.They can getin [he build- ing first and negotiate terms later." Landlords hardly ever say no to aa antenna on the roof; [hey just take many months to get usetl to the idea and to draw up the necessary docu- men[s. And Rouhana needs to calk to 750,000 of them."This is going to delay 6roadband for another five years?" Rouhana complaint, shaking his h¢ad in disbelief."It does noc compute!"WinStar predicts it will have acCess to moTe than 8,000 hulldings by the end of the year, but as Rovhana puts it."1 doKt want to have to wait years co get co che rest of che landlords Out Chere." In the meanrime, Rouhana plans to lobby for legislation to put him on an equal basis with pAone companies, forcing landlords to open their doot5 - and their rooftops."I'm the ultimate capitalirt," he says.°I believe in private properry.l wan[ eo work with landlords so they gei appropriace protec- cions.All t wane is access to the roof and intemal wiring m mnaectwith it" So it seems fixed-wireless broadband wodt entirely avoid the regulamry yuagmire. On the other hand, wireless data is inveasingly beaminq into our daily lives, squeezed into countless oo-ffirgo notr books, PDAS, and ceil phones. More likely [han not, it won't be long before renters demand broadband be part of the package wi[h oth2r workaday nece5sitiM like electriciry and tele• phoneS.Then Rouhana may find the tables mrned, as his anrennas gchieve anotherunprecedented break- through:taking up resideore in midrown Manhanan - rent-frce.:: : _ FROM : CSI DENVER FR;-: N0. : 303 740 9608 Mar. 02 2001 12:58PM P9 !'CC Fact Shm en Plycemeni of Ant2nnas PF.DERAL CONA4LTNICATIONS COMMISSION fST^ g F~ N~% sr~FACT SHEET c Over-the-Air Rece tion T7evices Rule hLtV:/~ www. (cc.gov!c36i Int[5o[i1rd. hlm February 2001 Preempuon of Restrictions on Placement of Direct Broadcast Satellite, Multichannel Multipoint Distribution Service, and Televrsion Broadcast Antennas Quick I.inks to Document Sections Below • Qucstions and Answers • I,inl:s to Relevxnt Chders and the Rule • Guidance on Filins a Petition • Whcre to Ca11 for !41ore Tnfomr~tion As dirccted by Congress in Section 207 of the Telecommunieations Aet of 1996, the Federul Communications Commxssion adapted the Over-the-Air Reception Devices Rule conceming governmentat and nongovennnernal ieslriclicros on viewers' ability to receive video programming signats from direct broadcast satellites ("DBS"), multichannel multipoint distribution (wueless cablc) providers ("MMDS"), and television broadcast statzons ("TVBS")- The rule is cited ds 47 C.F.R. Seetion 1.4000 and has been in effect sinco October 14, 1996. It prohibits restricrions that impair the installation, maintenance oc use of antennas used to reecive video progamming. The nele applies to video antemias including direct-to- home satellite dishes that are less than one meter (39-37") in diameter (or of any size in Alaska), TV :urtennas, and wirclcss cablc antcnnas. The tule prohibits most restrictions that: (1) unieasonably delay or prevent installation, maintenance or use; (2) unreasonably increase the cost of installation, maintenance or use; or (3) preclude reception of in acceptablc quality signal. Effcctivc lanuary 22, 1999, thc Commission amcndcd the rule so thaz it also applies to rental property where the renter has an exclusive use area, such as a balcony or patio. On OcWber 25, 2000, the Commission further amended thc rule so that it also will apply to customcr-end antennas thaY receive and hansmit fised wireless signals. This amendment is scheduled to become effective upon approval by the Office of Management and Budget. The rule applie.e to viewers who piace antennas that meet size limitations on property that they own or rent and that is within thcir cxclusivc usc or control, including condominium owners and cooperative ownezs, amd tenants who have an area wheze they havc cxclusive use, such as a balcony or patio, in which to install the antenna. The rule applies to townhomes and maixufactured homes, as well as to singlc faznily homes. The rule allows local governments, community associations and landlords to enfoxce restrictions that do not impair the installarion, maintenance or use of tht types of antennas described above, as well as resmictions necdcd for saCety or historic preservation. in addition; uader some cireumstances, the availahility of a central or common antcnna can be uscd by a commimity a5sociation or landlord to restrict FROM : CSI DENVER FAX N0. : 303 740 9608 Mar. 02 2001 12:59PM P10 f Cf Faci Shca mi Piaccmrni ufAmennas hRp:/Iwww.l'cC.gnv/tsbi fialvolard]nm thc installation of individual antennas. In addition, the rvle does not apply to common arcas thae are uwned by a landlord, a cottununiry :usociation, oz joinciy by condominium or cooperative ownas. Such common areas may include the roof or exterior wall of a multiple dweiGng unit. '1'herefore, restrictions on antennas installed in or on such common areas arc cnforceable. This f tct sheet provides general answers to questions that may arise ahout the implementation of thc rule, but is axot the rule itx;if. For furthcr information or a copy of the rulc, cail the Federal Communications Commission at 888-CALLFCC (toll &ec) or (202) 418-7096. The rule is aiso availablc via the Iutemet by goino to links to relevant Ord le. Q:'FVliat types of antevnas are covered by the rule? A: The rule applics to the following types of vidco antennas_ (1) A"dish" antenna that is one meter (393711) or less in diameter (or any sizz dish if located in Alaska) uid is designed to aeceive direct broadcast satellite service, including direct-to-home satellite service, or to receive or tra»smit fixed wirclcss signals -via sateUzte * (2) An antenna that is one meter or less in ciiameter or diagonal measurement and is desigucd to receive video progz:unming se:vices via D4NIDS (urireless cable) or to rcceive or transmit fixed wireless s donals other than via satellite.* (3) An antem-ia that is designed to receive local television broacicast signals. Masts highcr than 12 feet above the roofline may be subject to local pennitting requiremenu. In addition, antcnnas covered by the rule may be mounted on "masts" to reach the height needed to receive or transmit an acceptable quality signal (e_g. maintain linc-of-sight contact with the transmitter or view the satellite). Masts higher than 12 fect abovc thc roofline may be subject to local pertnitting requirements for sa Cety piuposes. Further, masts that extend beyond an cacclusive usc azca may not bc covered by this rule. •.4policauon oLtLis }ule to services othdr dwn video prog,nrtun(ag is notcffecrve at fiic ame. The rulc witl a{rrrly w nan-videu yrogartuning spvices upon ayvroval by [hc Uff« of Managcment and Budget. Q: What types of restricuons are prohibited? A: The rule prohibits restrictions that impait a vicwcr's ability to install, maintain, or use a video anttzuaa. The cule applies to state or local laws or regulations, including zoning, land-use or building regulations, private covenants, homeovmers' association rules, condominium or cooperative associatioII restiictions, lease restnctions, or similaz restcictions on properry within the exclusive usc or control of the antenna user wherz the vsei has an ownership or leasehold interest in the property. A restriction impairs if it: 1) unreasopably deiays oc prevetzts use of, 2) unreasozaably increases the cost of, or 3) pzecludes a viewer from recciving an acccptabic quality signal from, onc of thcsc antcnnas. Thc rulc docs not prohibit lcgitimate safety restrictions or restricrions designed to preserve designated or eligible historic or prehistoric propertics, provided the restricuon is no more burdensome than nccessary to accomplish the safi:ry or prescrvation purpose. Q: What are "flxed wireless siguals"? A: "Fixcd wirclcss signals" are any commercial non-broadcast communications signals transmittcd via wueless technology to andlor from a fixed customct locafiot3. Examples include wireless signals used to provide telephone service or lugh-speed Litemet acecss to a fixexi location. This definition does uot ineludc, among othei things, AM1FM radio, amateur ("HAM") raclio, Citizens Band ("CB") radio, atld FROM : CSI DENVER FAX N0. : 303 740 9608 Mdr. 02 20f31 01:OOPM P11 FCC fycl $heat no Placemcmof Ancrnnas Digiial Audio Radio Services ("DARS") signals.* Irti~:I!www. ftt.$ov/cr6~lam~rnardhtin 'Applicetiun ulihiS Yu]t io 5Concec other than videu pmgramming ig not e1Yec[ic<ut Ihii IiR1C. Tht rule will apPlY tu nun-viJCO Drogmmming services apon appTnval hy Ne btficc uCManagement end RuA¢cl. Q: Does the rule apply to hub or relay antennas? A: Thc nilc applies to "customer-end antennas" which aze antennas placed at a customer location for the purpose of pmviding service to customers at that location. Thc rule does not cover antennas used to transmit sigaals to and/of+eeeive-signals -froav-multiple customer locations. Q: What types of restrictions arc pcohibited? A: 3'hendepnuivbiLN lUbtliUtiVI abi3itq to-insta) i; mabxain~ ar t=se-art-tmteuaa covcred by the rule. The nile applies to state or local laws or regulations, including zoning, land-use nr building regalatiens,~a~«teo~us~sts,-`°_-°..,..--°' acsouatioA.u~]es,.~eadomi~i~uac~rr.aoperative association restricrions, ]ease restrictions, or similar restticrions on property within the exclusive use or control of the antonna user where the user has an ownership or leasehOld interest in thc property. A restnction impairs if it: unreasonably delays or prevents use of; (2) Linreasonably incrcascs die cost of; or (3) precludes a person from recerving or transmitting an acceptable quality signal from an antenna covcrcd under the rule.* The rule does not prohibit lcgitimate safety restrictions or restrictions designed to preserve desigmated or eligiblc historic or prehistoric properties, pxuvided thc resuictiou is nu more burdensome than necessary to accomplish the saf'ety or preservation pwpose. •Applicatiou of 11a> rult to servlces other thau video progromming is no2 cfftttive ac thie time. 2'ht rule wiil aoD1Y to non-video programnting scrviCCS upoD apyrovsl by tnc ORicc o1 Managemcnt and Budgct. Q: What types of restrictioas unreasonably delay or prevent viewers from using an antcnna? A: A locai resbriction that prohibits atl antennas would prevent viewers from receiving signals, and is prohibited by the Commission's rule.' Proceduial requirements can also unreasonably delay installation, maintenance or use of an antexvia covered by this rula For example, local regtdations that requite a person to obtain a pemut or approval prior to installation crcate unreasonable delay and are generatly prohibited. Pennits or prior approval necessary to serve a legitimate safety or histotic preservalion putpose maV be permissible. •npplicaiiop ofihis rule w ser,ices other than vfdeo progromming is not effecAVe ae abis time. 71+c rute will apply ro non-video programmlng serviecs upo" ayproval by the Office of Managemmt and Hudge! Q: What is an unreasonable cxpeasc? A: Any requircmcnt to pay a fcc to thc local authority for a permit to be allowed to install an antenna would be unreasonable because such permits aze generally prohibitecL It mzy also be unreasonable for a local govemment, community associauon or landlord to require a viewcr to incur additional rnsts associated with installarion. Things to consider in determining the reasonablcncss of any costs imposed include: (1) the eost of the equipment and services, and (2) whether there are similaz requiremenu for comparable objects, such as air conditioning units or trash receptacles. For cxample, restrictions cannot require that expensive landscaping screen relatively unobtrusive DBS antennas- A requirement to paint an antenna so that it blends into the backgound against which it is moutltCd would llkely be acceptable, provided it will not interfere with reception or impose unxeuonable costs. Q: What restrictions prevent a viewer from receiving an acceptable quality signal? A: For antennas designed to receive analog signals, such as TVBS, a rnquirement that m1 antenna be FROM : CSI DENUER p('l'. r"i Shaet un PlaccmcmvrAnknnat FRX N0. : 303 740 9608 Mdr. 02 2001 01:00PM P12 Mlp.l/www.fct,govr~~hl fuctJirkvd.hbn locaied wherc rcception would be impossible or substantially degraded is prohibitcd by the ndc. However, a regulation rcquiring chat antetmas be placed where they arc not visiblc from the slreet would be pcrmissible if this placcmeut does not prevcnt reception of an acceptable quality signal or impose unreasonable expense or delay. For example, Sf installing an antenna in the reaz of the honse costs sigtuficantly more than installation un the side of the house, thcn such a reyuirement would be prohibited. If, however, instaliation in the rear of the house does not impose unreasonable expense or delay or precludc rue,~tion oY an acceptable qu;ility sib al, then the restriciion is permissible xnd the viewer must comply. The acceptabte qua(ity signal standard is different for devices desigiud to receive digital signals, such as DBS antctmas, digital NfMDS anYennas, digital television ("DTV") antcnnas, and digital fixed wirelcss antem,as." For a digital antcnna to receave or transmit an acceptable quality signal, the antemia raust be installed where it has an unobstructetl, direct view of the satellite or other device from which signals are received or to which signals aze to be uansmitced. Unlike aaalog antennas, digital antennas, even in the presence of suf$cient over-dle-aix signal strength, will at times provide no picture or sound unless they aze placed and orientcd properly. -APPliceuon of ahic sule tu teevices oiliet [han video prog~smming ip noi etFronv~ xL Lhis time. The nilt will applY w non-viAw pmymrtmrinC ~ieLS upOn appro,al by Ule Odiec of Managemem and Sudget. Q: Are all restrictions prohibited? A: No, many restrictions azc pecmitted. Cleazly-defined, legitimatc safety restrictions are per,nitteci even if they impair installatioq maintenance or usc provided they aze necessary to protect public safety and arc no more burdensome than necessary to ensure safety. Examples of valid safcty restrictions include fize codes prevcnting people from installing antennas on fire escapes; restrictions rcquiring that a person not place an antenna within a certain distance from a powcr line; aad installaUOn requirements that describe the proper method to secure an antenna The safery reason for the restriction must be written in the text, preamble or legislativa history of the restriction, or in a documcnt that is readily available to antenna users, so that a person wanting to install an antenna irnows whaz restrictions apply. Safety restrictions cannot discriminate between objects that are comparablc in size and weight and pose the same or a similaz safery risk as the antenna that is heing restricted. Restrictions necessary for historic preservalion may also be permitted even if they impair installation, maintenance or use of the antenna. To qualify for this exemption, the property may be any prehistoric or historic district, site, building, suucture or objcct includcd in, or eligible for inclusion on, the Nauonal Register of Historic Places. In addition, zestrzctzons necessary for historic preservation must be no more biadensuine th:in necassary to accomplish the histonc preservafion goal. They must also be imposcd and enforced in a non-discriminatory manner, as comparcd io other modem stnictures tliat are compazable in size and weight and to which local regulation would nortnally appiy. Q. How does the rule apply to restrictions on radlofrequency (Rk) eaposure from antennas that have the capability to transmit signals? A: All transmittcrs reb lated by the Commission, including the customer-end fixed wireless antennas (cither satellite or terrestrial) covered wider the amended rule, are requircd to meet the applicable Commission guidelines regarding RF exposure limiu. The licnits establishcd in the guidclincs azc designed to protect the public health with a lazge mazgin of safery. These limits have been endorsed by federal health and safety aQeucies, such as the Environmenta] Protecrion Agency and the Food and Drug Administration. The Coaunission reyuires lh<u providers of fixed wireless service exercisc reasonable cue to protect n,ers and the public from I2F e:tposure in excess of the Commission's limits. In acldition, as a condition of invol:ing protection under the rule from goverrmient, lazidiord, and associaiion zestrictions, a provider of fixecl wircicss service must ensure that customer-end antennas aze labeled [o give notice of potential RF FROM : CSI DENVER FRX N0. : 303 740 9608 Mar. 02 2001 01:01PM P13 FCC Fatl Shcci un Plucrm2nt o(Anirnlia.c safety hazards posed by these antennas.* hnp: ~!www.fcc.govr<;b~f~ Wot;,rd.hnn It is recommendeci that antennas that both receive and transmit signals bc installed by protessional personnel to maxirni2e effectiveness and minimize the possibiliry that the antenna will be placed in a location that is likely to expose subscribers or other persons to the transmit sipial at close proximity aud for an ex[ended period of time. in genexal, a.asociations, landlords, local govemmcnts and other restricting entities may not require pmfessional instxllation for receive-only antennas, such as oxae-way DBS satellite dishes. However, local govemments, associations, and property owners may reyuire pro fessional installation for transmitting anlcnnas based on the safety excepuon to the rule. Such safety requiremcnts must bc: (1) cleazly de5ned; (2) based on a lcgitimate safery objective (such as bona fide concenxs about RF radiation) which is articulatcd in the restriction or readily available to antenna users; (3) applied in a non-discrinunatury matuaer; and (4) no more bti¢clensome than necessary to achieve the articulated objectives. For additional information about the Commission's IZF exposure limits, please visit ht :/www.fcc. ovloet/rfsafet or call the RF Safety Information Line at 202418-2464. 'Application of thiS rule t0 aervices o1Te* than video pmf{ramming is noc cffcciive ai Nis timt. The role will ayply to non-videe p*og+n++nin6 acrviccs utmn approval by the OfTiw of Manaecment and BuJge4 Q: Whose antenna restricrions are prohibited? A: The cule appiies ta restrictions imposed by local governments, including zoning, land-use or building regulations; by homeowner, townhome, condominium or cooperative association rules, including deed restrictions, covenants, by-laws and similaz restrictions; and by manufactured housing (mobile home) park owners and landlords, including lease restzictions. The xule only applies to restrictions on property where the viewer has an ownership or leasebofd interest and exclusivc use or control. Q: It I live in a condominium or an apartment building, does this rule apply to me! A: The rule applies to antenna users who live in a multiple dwelling unit building, such as a condomimum or apartrnent building, if the antenna uset has an cxclusive use area in wtaich to instalt the antenna. "Exclusive use" means an azea of the property that only you, and persons you pcrmit, may enter and use to the exclusion of other residents. For example, your condominium or apartment may include a balcouy, terr-dcq dcck or patio that only you can usc, and the mlc applics to thosc azeas. The role does not apply to common azeas, such as the roof, the hallways, the watkways or the exterior walls of a condonliniuzn or apartment building. Restrictions on antennas installed in these common areas ue not covered by the Conunission's rule. For exaxnple, the rule would bot apply to rastcictions that prevent dcilling through the exterior wall of a condominiuui or zental unit. Q: Does the rule apply to condomininms or apartment buildings if the antenna is installed so that it hangs over or protrudes beyond the balcony railing or patio wall? A_ No. The Tule does not prohibit restrictions on antennas installed beyond the balcony or patio of a coni9omulium or apariment unit if such mstallation is in, on, or over a common area. An antenna tllat extends out beyond the batcony or pauo is usually considcn:d to bc in a common area that is not within the scope of the rule_ Thercfore, the rule does not apply to a condominium or rental apamnent unit unless the antenna is installtd wholly within the exclusive ust area, such as the balcony or palio. Q: Uoes the fact that management or the association has the right to enter these areas mean that the resideot does oot havic exclusive use? FROM : CSI DENVER PCC raci Shzeun Placcmcm ol'Antennas htry: /i ww w.l'c c.4u v/csUt Pacts!o te rt1.h i m A' No. The fact that the building mana;ement or che association may eiiter an area for the purpose of inspection anctior rcpair does not me;ui that the resident does not have exdusive tisc uf that azea. i.ikewisc, if the landiord or associalion regulates oiher uses of the exclusive use area (e.g., banning grilis on balconies), dlat does not affcct the viewez's rights under the Commission's rule. '1'his rule permits persons to insiali aritennas on property over which the person lias either exclusive use or exclnsivc control. Nole, too, Lhut nothiag nt this [ule chattiges thc landlord's or association's right to regulate use of exclusive use areas for other purpnses- For cxamplc, if the lcase prohibits antennas and tlags on balconies, only the prohibition of antennas is eliminated by tlus tule; flags would still be prohibited. Q: Does t4e rule apply to residents of rental property'. A: Yes. Effcetive January 22, 1999, renters may install antennas within their leasehold, wlrich means inside the dwelling or on outdoor arcas that are part of the tenant's leased spacc and which are under the exclusive use or conuol of die tenant. Typically, for apamnents, these areas include balcocries, balcony railings, and cenaces. For rented singlc family homes or manufactured homes wluch sit on rented property, these ueas inchide the home itself and patios, yazds, gazdcns or other sitnilar areas. I£renters do not have access to these outside azeas, the tenant may insfall the antenna inside the rental unit. Renters aze not required to obiaizz tlxe consent of tUe landlord prior to installing an antenrza in these areas. Thc rulc docs not apply to common arcas, such as the roof or the exterior walls of an apartment buildinb- General ly, balconies or patios that are shared with other pcoplc or aze accessible from other iuuu are not considered to be exclusive use areas. Qa Are there restrictions that may be placed on residents of rental property7 A: Ves. A restriction necessary to prevent damage to leued property may be reasonable. For example, tenants could be prohibited from drilling holes through exterior walis or through the rooE However, a resuiction designed to prcvcnt ordinary weaz and tear (e.g., mazks, scratches, and minor damage to cacpets, walls and draperies) would likcly not be reasonable provided tbe antenna is installexi wholly within the antenna user s own exclusive use area. in addition, rcntal property is subject to the same pro2ection and exceptions to the xule as owaed propcrty. Thus, a landlord may axnpose other types of restrictions that do not impair installation, maintenance or use under the rule_ The landlord may also imposc restrictions necessary for safety or histonc preservation. Q: lf 1 Iive in a condominium, cooperauve, or other type of residence where certain areas have been designated as "common," do these rules apply to me? A: The rules apply to nsidcnts of thcse types of buildings, but the iules do not pennit you to install an antenna on a common area, such as a walkway, hallway, community garden, exterior wall or the roof. }Towever, you may install the antenna wholly within a batcony, deck, patio, or other azea where you have cxclusive use. Dnlliag through an exterioz wall, e.g. to run the cable from the pauo into the unit, is gcnerally not within the protecrion otthe nile because the exterior wall is generally a common element. You may wish to chcck with your retailer or installer for advace on how to install the antennawithout drilling a hole. Altematively, your landlord or association may orant pcYxnission for you to drill such a hole. The Coinmissioii s rules generally do not cover installacions if you drill through a common element_ FRX N0. : 303 740 9608 Mdr. 02 2001 01:02PM P14 Q: If my association, building management, landlord, or property ownel' provides a central antenna, may I install an individual antenna? FR,OM : CSI DENVER FRX N0. : 303 740 9608 Mar. 02 2001 01:03PM P15 rCC Faci tihcet un Ylaccmc.mi nf Ammyinas hrtp:rlwww. fce~,odc.bl factvolord.hnn A: Generally, the availability of a cenval antcnna may allow the association, landlord, propcrty owner, or other managcment enrity to restrict the installation by individuals of antennas othcrtvise proleCizd by the rule. Ttestnctio; s based on the availability of a central azitenna wi11 generally be permissiblc provided thar. (1) the pcrson receives the particulaz video prob amming or fixed wireless servicc that the pezson Jesires and could reccivc with an individual antenna coverzd under the rule (e.g, the person would bc enutled to receive service from a specific provicier, not simply a provider selected by the associatiou); (2) the signal qualiry of ttaasmission to and from the person's home using the central antenna is as good as, or better than, than the quatity the person could receive or uansmit with an individuai antemia covcred by the rulc, (3) the costs associated wSth the use o£the central antenna are not greater than the costs of installa[ion, maintenance and use of ao individual antenna covered under the rule; and (4) the requirement to use the central antenna insiead of an individual antenna does not unreasonably delay the viewer's ability to rcecive video prob'ramnung or fixed wireSess services.* •Apphcaiiom of this rule W sarvices other than vidco progra*eming is mt e(kcti,e at ihit time.'[he mle will spply m non-viACO p*ogm+mming servicts upon approval by the OfFce ot Matugemms and Hudsct. Q: Niay the association, landlord, building management or property owner restrict the iustallaUion of an indivadual antenna because x central antenna will be availablc in the future? A: I[ is not thc intcnt of the Commission to deter oz unreasonably delay the installatiun of individual anteiuzas because a central antenna may become available. However, persons could be required to remove individual ancennas once a eeatral anu:nna is available if the cosrof removal is paid by the landlord or association and the user is reimbursed for the valuc of the antenna. Fwiher, an individual who wants video progranuning or fixed wireless services other than what is available through the ccntral antenna should not be unreasonably detayed in obtaining the desired programming or services either through modifications to the central ancenna, installation of an additional ecntral antcnna, or by using an individual antenna.* •Applicuion otthi5 ti7c tp scrviccs oNCr ihan vidm progamming is not cffccnvc at lhis timc. Tht rule will ai+ply w non-vidco progrartlming 6ervicts aport spprovsl by the OfY,ca of Ma.vagemeni and Budgzt. Q: i live in a townhome commueity. Am T covered by the FCC rule? A: Ycs, if you own thc wholc townhousc, including the walls and the roof and the land undcr the biulding, then the rule applies just as it does for a single family home, and you may be able to put the antenna on the roof. the exterior wall, the backyard or any otber place that is part of what you own. If the townhouse is a condominium, then the rule applies as it does for any other type of condominium, which means it applies only where you have an exclusive use area. If it is a condominium townhouse, you probably cannot use the roof, the chimncy, or the exterior walls unless the condominium association o ves you pcrcnission. 1'ou may want to check your ownership documents to determine what azeas are owned by you or are ztsetved for your exclusive use. (j: i live ia a condominium wit6 u balwny, but I caneot recetve s signal Yrom the satellite because my balcony faces uorth. Can I use the rooP? A: No. The roof of a condominitun is generally a common azea, not an area reserved for an individual's exclusive use. If the roof 9s a coxnmon uea, you may not use it imlcss the condonniniutn association gives you pemussion. The condominium is not oblipated to provide a place for you lo install an antenna if you do not have an exclusive use area. Q: T tive in a mobile homc that ! own but it is located in a park where i rent the loG Am T covered by the TCC rnle? A: Xes. The nile appiies if you install the xntenna anyvuhere on the mobile or manufactured home that is FROM : CSI DENVER FAX N0. : 303 740 9608 Mdr. 02 2001 01:04PM P16 FCC F3ci ShCCIOn Ylsccmrnt of Antennas hup:i'ww w. fcc.govicsN fatt~''~unl.hlrn owncd by you. "l'he rule also applies to antennas installed on the lot or pad tliat you relii> as wcll as to othsr azeas that aze undor your exclusive usa and cuntrol. However, the rule does not apply if you want to install the an! enna ir. a common arca or other area outside of what you rent. Q: I want a conveetlonal "stlck" antenna to receive a distant over-the air television signal. Does the rule apply to me'? A: No. The rule does not apply w television antenzias used to receive a distant signal. Q: 1 want to install an antenna for broadcxst radio or amateur radio. Does the rule upply to me! A: No. The rule does not appty to antennas used for AM/FM radio, amateur ("ham") raclio, Ciflzen's Band ("CB") radio or Digtal Audio Radio Services ("DARS").# 'npP6attien orihis v'nie W Serviecs nihcT [han vidm pmaRemminF is nol LlkCtivC LI !MS R[0¢. I11B NIE wlll0pply tp nOn-viAcO rTinglamminS µTviGeu upun aOPry-il by lhc Gllicc uf Mxnaycmcnt snd BuJgic. Q: I want to instsll an antenna to accexs the TnterneG Aoes the rule apply to me? A: Yes_ Antetxttas designed to receive and/or trnnsmit clala services, including Intcmet acecss, aCt included in the rule.* 'APP)iniion oYthis rulc w services osha sTan vidco programming ia nos effecdve at xTis rime.'Ihe rule ~A ll app1Y w non-viUw prob'Nnlallin1' i~icn uwn approvai by the OfLce of Man.'igemmI and IIodget. Q: Does this mean that I can install an antenna that will be used for voicc and data services even thaugh it dues not provide video transmissions? A: Yes. The most recent amendment expands the rule and permits you to install an antenna that will be used to transmit and/or receive voice and data services, eacccpt as notcd above. flowever, Utis rocent amcndmcnt is not schcdulcd to bccome effccrive until it is approved by the Office of Management and Rudget. The zule wil] continuc to covcr antcanas used to rcceive video programming.R *Apyliceuun of chis rule m srniecs oWc,* then viAeo prognmming is no[ cf&ttiac aa this rime. Thc rvlc will apDIY to non•video progrartuning ser.ias upon appw.ai ky lhc 9fGue of Muwgcmmt and Huda i. Q: 1 have atready iastaIIed an antennx that is nsed solely for the purpose of rccciving video prngrammieg. .4m I affected by this amendment? A: Persons who have alxeady installed, or who plan to install, an antenna designed to receive only vidco programming aze not affcctcd by this amendment. '1'he piupose of the amendment is to permit persons to insiall antcn.zas ±hat m:y be :ised for voice an3 data services, as well as for vidco programming sezvices- The rules conceming restrictions on the placement of video antennas will apply equally to antennas that are used ;;r voicc and daia seriviczs.* 'APPIiWtiw uf ihis rulo 00 scrvices athcr than vidco proP.mmmine is nol eCfxtive ai this umc.'Ilm nie wiil apply m non-viAeo p+ogramming strvicn upun appro~al by The OlY~u oi Mm,aFCmrnc and DvdRet. Q: I'm a board member of a homeowners' assocfatlon, and we want to revise our restricrions so that Ehey will comply with the FCC nile. Do you hav¢ guidelines you can send mc? A: We do not have sample guidelines bccause every community is differcnt. We can send you the nile and the relvant orders, which will givc you general guidance. (SEC lisl of documents at the end of Ihis factsheet. Some communities have writtcn restrictions that provide a prioriti2ed list of placement prefercnCes so lhal residc„ts cwi see wl,erc t},c waociation wants them to instail the antenna. The residents should eomnlv with FROM : CSI DEN!!ER FAX N0. : 303 740 9608 Mar. 02 2001 01:05PM P17 }'CC Facl Shw nn Pluemenl nfAntBOn15 U~ry:~rwww. ic~.~o~i~.b; fx~vocmd.h~n. the placement prcCcrcnccs provided the preferTUd placement docs not impose unreasonable delay or zxpense or preclude reception oCazi acceptable quality signal. Q: What restricuons are permitted if the aetenna must be on a very tall mast to get a signal? A: If you have an exclusive use area that is covcred by the mle aud need to put your antenna on a mut, the local govemment, commnnity associadon or landlord may require you to apply for a pcrmit for safety reasons if the mast extends more than 12 feet above the rooIIine. If you meet the safety reyuirements, the permit should be granted. Note that the Commission's rule only applies to antennas and masts installed wholly within the antenna user's exclusivc use azea. Nlasts that extend beyond the exchisive use arca aze outside the scope of the rule. For installations on single family homes, the "exclusive use azea" generally would be anywhere on the home or lo[ and the mast height provision is usually most xelevant in lhese situations. For example, if a homeowner needs to instatl an antenna on a mast that is more than 12 feet taller than the roof of the home, the homeowners' association or local zoning authozity may reyuire a permit to ensure the safety of such an instaqation, but may not prohibit the installation unless therc is no way to install it safely. On the other hand, if the owner o£ a condominium in a bttilding with multiple dwelling units aeeds to put the antenna on a mast that extends beyond the balcony boundaries, such ins[allauon would generally be outside the scope and protection of the nile, and the condominium associalion may impose any restrictions it wishes (including an outright prohibition) because the Commission rule does not apply in this situation_ Q: Does the rule apply to commercial property or only residential property? A: Nothing in the rule excludes antennas installed on commercial property. The rule applies to properry uscd for commercial purposes in the same way it applies to residential property. Q: What can a local government, association, or consumer do if there is a dispute over whether a particular restricdon is valid? A: Reshictions that impair installation, maintenance or use of the an[ennas covereel by Lhe rule are preempted (unenforceable) unless they are no moze burdensome than necessary for the ariiculated legititnate safety purpose or for preservation of a designated or eligible historic site or district. lf a pcrson believes a restriction is preempted, but the local govetnment, commuttity associarion, or landlotd disagiccs, either the person ot the restricting cntity may file a Petition for Declaratory Ruling with the FCC or a cotut of competent jurisdiction. We encourage parties to attempt to resolve disputes prioz to filing a petition. Often calling the FCC for information about how the nilc works and applies in a particular situation can help to resolve the dispute. If a loeal govemment, community associauon, or landlord acknowledges that ics resRiction impairs installa[ion, maintepance, or usc and is preempted under the rule but believes it can demonstrate "highly specialized or unusual" concems, the restricting entity may apply to the Commission for a waivar of the rule. Q. What is the procedure for filinr a petition or requesting a waiver at the Commissinn? A: There is no special form for a petition. You may simply describe the facts, including the specific restriction(s) that you wish to challenge. If possible, attach a copy of the res[riction(s) and any rcl¢vant correspondence. If this is not possibte, be sure to include the exact language of the rc5lricrion in question With the petition. General or hypothetical questions about the application or intcrpretation of the rule cannot be accCptCd as petitions. Petitions for dcclaratory rulings and waivers must be served on all interested parties. For example, if a homeowners' associafion fiTcs a peution seeking a declazatory ru]inK that its restriction is not prcetnpted FROM : CSI DENUER FAX N0. : 303 740 9608 Mdr. 02 2001 DS:OcPn P18 I'CC rnci $htti un Placcmcnl nl Anlbinu5 hnp:;,www.fcc.eov;ashillu;i~oturd.htrr and is szcking to enforce the restrictaon against a specific resident, scrvicc must be madc on that specific residenL The homeowners' association will not be required to serve all other members otthc association, but inust providc reasonable, constructive notice of ihe pmceedins to othcr residents whose interests foreseeably may be afFected. This may be accomplished, for example, hy placing notices in msidents' mailboxes, by placing a notice on a community bulletin board, or by plaeing the notice in an association ncwsletter. lf a local governmcnt seeks a declaratory niling or a waiver fmm the Commission, the local bovcmment must take steps to afford reasonable, constructive notiee to residents in its junsdictlon (e.g., by placing a notice in a local new5paper of general circulanon). Proof of construcuve notice must be provided with a pctition. In Ihis regud, the petitioncr should providc a copy of the notice and au explanation of where the notice was placed and how many people the notice reasonably mighl have reached. Pinally, if a person files a petition oc lawsuit challenging a local govemment's ordinance, an association's restriction, or a landlord's lease, the person must scrve the local government, association or landlord, as appropriate_ You must include a"proof of service" witlt your petition. Generally, the "proof of service" is a statement indicating Lhat on the same day that yourpetition was sent to the CommSssion, you providecl a copy of your pctiuon (and any attachmrnts) to the pcron or cnuty that is sccking to enforcc the antcnna restriction. Thc pmof of scrvice should give the name and address of the parlies servecl, the date served, and the method of scrvicc usecl (e.g., regulu mail, persona] service, certified mail). Ali allcgations of fact contained in petitions and relatcd plcadings befozc the Commission must be supported by an affidavit signed by one or more persons who have actual knowledge of such facts. You must send an original and two copies of the pctition and all atlachmcnts to: Secretary, Federal Communications Commission, 445 12th Street, S.W., Washingcon, D.C. 20554, Attenuon: Cable Services Bureau. Q: Cao l coutinne to nse my antenna while the petition or waiver request is pending? A: Yes, utzless the restriction being challenged or for which a waivcr is sought is necessary for reasons of safzry or historic preservalion_ Othezwise, the restricuon cannot be enforced while the petition is pcnding. Q: Who is responsible for showing tbat a restriction is enforceable? A: When a conflict arises about whether a restriction is valid, the local bovemmenl, conninunity association, property owner, or management entity that is trying to enforce the restriction has the burden of proving that the restriction is valid. This me•ans that no mattcr who questions the validity of the restriction, the burden will a]ways be on the enrity seeking to enforce the resuicuon to prove that the restriction is pcrmitted under the rule or that it qualifies for a waivcr. Q: Can T be fined and required to remove my antenna immediatcly if the Commission dctermines that a restriction is valid? A: If the Cozrunission determines that the restriction is valid, you will have a ixiinunum of 21 days to comply with tlus ruling. If you rerttove your antcnna during ttus period, in most cases you cannot be fined. However, this 21 -day gracc period does not apply if the FCC rule does not apply to your instailation (for example, if the antenna is installed on a condominium general common element or hanging outside beyond an aparanent balcony. ifthe FCC rule docs not apply at all in yoiu case, the 21-day grace period does not apply. Q: Who do I call if my town, community axsociation or landbrd is enforcing an invalid restriction? A: Call the Fedeml Communications Commission at (888) CALLFCC (888-225-5322), which is a toll-free FROM : CSI DENVER FRX N0. : 303 740 9608 Mar. 02 2001 01:07PM P19 FCC Fac[ Shccr on Placcmcnt of Anirnn~ http:r%m,'ww.kc.govi[5b, (aci4'iv:vd.hbr number, or 202-418-7096, which is not toll-free. Some assistanec: may also be available from the direct bmaclcast satellite company, multichannel multipoint distribution service, television broadcast station, or fixed wireless company whose service is dcsired. Links to Relevant Orders and the Rule •(Firsf) Report and Order, FCC 96-328, released August 6, 1996: ( Text Venion I WordPerlect version ] • Ordcr on Rcconsidcration, FCC 98-214, released Scptcmber 25, 1998: [ WordPerfect I cxt. ] • Second Report and Ordcr, FCC 98-273, released Novembec 20, 1998: [ ext I WorciPerfect I c t I News Release and Statements I • Competitive Networks Report azid Order, ECC 00-366, released October 25, 2000: [ Text I MSWOrd I AcroUat I News Ftelease and Statemenu ] • UTARD Rule, 47 C.F.R. Section 1.4000: ( Text I Acrobat ] (>UIDANCE ON FILING A PETiTTON Q: What are the procedurai requirements for fltlng a Pedtlou for Aeclaratory Rnling or Wxiver with the Commission? A: There is no special form for a petition. You may simply desczibe the facts, uicluding the speciFic restriction(s) that you wish to challenga Itpossible, atlach a copy of the resttiction(s) and any relcvant coirespondence. If this is not possible, be sure to include the exact language of the restriction in question with the petition. General or hypotherical quesaons about the application or inteirpretation of the mle cannot be accepted as peritions. Petiuons for declazatory rulings and waivers must be served on all interested partics. An entity seeking to impose or maixatain a resuicuon must include with its petition a pzoof of servicc that it has served the affected residents. Similazly, an antenna user seekittg to challenge the permissibility of a restciction must inciude with the petition a proof of service that the antenna user has served the restncting entity with a eupy of the Peti6on. If you aze an antenna user, you must serve a copy of the Petition on the cntily seeking to enforce the restriction (i.e., the local government, comtnunity association or landlord). If you are a local governtucnt, community association or landlord, you must servc a copy of the Pedtion on the residents in the community who currently have or wish to install antennas that will bc affected by the resuiction your Petition seeks to inaintain. For example, if a homeowners' association files a petidon seeking a daclaxatory ruling that its restriction is not preemptecl xnd is seeking to enforce the restriction against a specific resident, service must be m;ulc on that spccific resident Tbe homcowneis' association will not be required to serve all other meinbers of the assoc,-iation, but must provide reasonablq constnictive notice of the proceeding to other residents whose interests may foreseeably be affecttti. I'his may be accomplished, for example, by placing notices in residents' mailboxes, by placing a notice on a community bulletin boazd, or by placing the notice in an association newsletter_ If a local government seeks a declaratory tuling or a waiver from the Commission, the ]ocal govemment must take steps to afford reasonable, construcuve noticc to residents in its jurisdiction (e.g., by placing a notice in a loca] newspapcr of generai circulation). Proof of constructive notice must bc provided with a pctition. In tlus regarci, the petitioner should providc a copy of the norice and an explananon of where the notiee was placed and how maiiy people the notice FROM : CSI DENVER FR;4 N0. : 303 740 9608 Mar. 02 2001 01:08PM P20 PCC Fac2 -ShcC[ on PinccmLnl 0( Antcnn:ii hnp: i;www. &a govi o sb/fams~o lnrJ.h in might reasonably have re:icheil_ FP,OM : CSI DENVER ~ FRX N0. : 303 740 9608 Mdr. 02 2981 12:51PM P1 Communication Services, Inc. 7720 E. Belleview, 5te. 8-350, Englewood, Co. 80111 Telephone (303) 740-9585 Fax (303) 740-9608 FAX COVER PAGE Date: Mazch 2, 2001 To: Tzavis CTane Caty Wheatridge From: Stcve Reed Communicarion Services, Inc. CC: RE: Teligent technology rcvicw Phone: 303-235-2855 Fax: 303-235-2857 Phone: 303-570-3722 lYnmber of pages including cover sheet: 20 O Urgent O For Review ~>Please Commr~t 0 Please Rc>ply / 1Vlessage: T am seading you a memo t6at describes the Teligent project. The site proposed for 4485 Wadsworth is an azimuth configuration (a single two foot Xooftop dish). ln addition, a photo of a typical installation, an article about WinStar (Teligent's major competitor), and an FCC Data Sheet Irom the Pederal Register addressing this LMDS, fixed broadband wireless technology. If you have further questions, need additional information, or have sabgestions to improve the memo as it would be t6e cover document in the TCllecommunication Facility application report item 4, please call. For the sake of clarity, 1 am also e-mailing the memo and powerpoint slide under separate attachment. Thanks for your attention. FROM : CSI DENVEP, FRX N0. : 303 740 9608 Mar. 02 2001 12:52PM P3 Memo Ta Travis Crane, City of Wheatridge, Planning and Devebpment Department From: Steve Reed OC! John Nettleron, Tdigent Datei 3/2iVi Re: Telecommunication epPlication We are confused. The dreft of your revised ordinance does not atldress the "fixed wireless", a LM0.S, use liccm,od ta Tct+gcnt Communications. Wc arc rcqucsting a prc-errption from Specia! Usc Pcrtreittirsg. This sysfem is neither commercial mobiie ratlb nor a satellite earth shaGOn, although ft has elements common to each. The subscribers are leasehold tenants within that specific building, not mobile outside oF the builtling. Teligent wires their office phone system to the rooRop dish, which is aimed at another earthbound structure, fhereby relaying the signal to fheir electronic hub svritch for prpcessing_ First of all, these are all rooftop proposals_ There is no ground si[e for equipment, no freestanding SfruG{ure* (ifiene me iio ienants in a monopole or IaUice tvwer!), & no fandscaping required. The antenna is not rCCCiving or hansmitting to any satellites, direc.tly or indirectly. The antenns is not broadcastng to mebile devices such as cell phones or personal digital assistants. it is not available to residentlal users. The technology is mfaowave 'tiirtual" VansmisSion lines for phone line, long distance and intemet connectivity service. It is an altemate to the trdctitional copper wires that are strung above ground on ulility poles and underground neiworks of fiber optic ca61e. Teligent usCS iheir channels to beam the signal from rooftop to rooftop, providing high-speed transmission mu[ually exclusiv¢ of cabliitg. The di9h is the same nominal size (approximately Mro fxt in diameter) as DSS; not the nine to lwehie foot minimum diametes of a true P6aRh station. Teligent can color the antenna to match the structure to be arr.hitecturally compaGbie. The antenna can be facia mounted on the building, or ifs rooftop penthouse, wAhin the iwo-fpot protrusion critena. This is not a whip or omni-directional antenna, yet iCS installalion will not exceed the ten-foot extension criteria. This is not a panel antenna, but its installatlon will exCeEtl fhe seven foot accessory criteria. Unless Teligent can place the dish where nobody can siand in iront o/ the dish signal p2th, the bottom of the dish must be 7 feet above the roof grade, which would put the top of the dish at 9 feef above the roof. Since Teligent provides 911service as part of the subscripfion, the FCC requires no physical obstruction of the signal at all times. 7he radio equipment is rypically installetl inside the bulding, in the telephone room, but if a lack of space tlictates a rooftop exterior cabinel, it sball be screened to match the bultling from adjacent property views. Telipent will prOvidC a IeHer of authorization Cndorsed by the ground pwner, as evidence of hi5 8pprpval of the proposetl improvemerrts. K~ Tellgwnt PROJECT NAM 4485 WADSWORTH BLVD.- PROJECT NUMBER SITE TYPE- TAS-DEN0002796 ABBREVIATIONS & SYMBOLS VICINITY MAP PROJECT SUMMARY SHEET INDEX A C AIR CONDITIONING GRND GROUND REQ'D REQUIRED - - SHEET DESCRIPTION / SITE NAME: SITE NUMBER: ADJ, ADJUSTABLE GWB GYPSUM WALL BOAR D RM ROOM AFF ABOVE FINISH FLOOR GYP. BD. GYPSUM BOARD R.O. ROUGH OPENING 4485 WADSWORTH BLVD. DEN0002796 T1 TITLE PAGE, VICINITY MAP & GENERAL INFO. APPROX. APPROXIMATELY 10 ASTM AMERICAN SOCIETY FOR HARD'WD HARDWOOD S SOUTH x_ SITE ACCESS CONTACT: T2 SCHEMATIC DESIGN, SCHEDULE & GENERAL NOTES AWG TESTING AND MATERIALS HORIZ. AMERICAN WIRE GAUGE HR HORIZONTAL HOUR SHT SIM SHEET SIMILAR CONTACT: MICHAEL BUCHEL Z1 ROOF PLAN, & MICROWAVE DISH DETAIL HT. HEIGHT SPEC SPECIFICATION SITE 1120 LINCOLN ST., SUITE 1107 BLDG. BUILDING HVAC HEATING, VENTING & . SQ SQUARE DENVER, CO 80203 Z2 ELEVATIONS BLK. BLOCK AIR CONDITIONING SS STAINLESS STEEL PHONE: (303) 521-5777 BMR BASE MOBILE RADIO STL. STEEL B/S BUILDING STANDARD I.D. INSIDE DIA. STRUCT. STRUCTURAL CONTACT: LEASE SITE LEGAL DESCRIPTION IN NCH SUSPENDED CLG CEILING . INFO INFORMATION SUSP. S V SHEET VINYL TELIGENT, INC. PARCEL : 1975-31-4-38-001 CLR. CLEAR INSUL. INSULATION . . w. 44TH AVE. CONTACT: KRIS A. MYERS 8085 S CHESTER STREET SUITE 100 CONC. CONCRETE INT. INTERIOR THRU THROUGH i , LEGAL DESCRIPTION CONST. CONSTRUCTION TNND TINNED c ENGLEWOOD, COLORADO 80112 CONT. CONTINUOUS LB(S) POUND(S) T O C OF CONCRE TOP TE m PHONE: (720) 266-7952 SEC-3 TN-3 RG-69 NW MAXIMUM . . . T.O.M. TOP OF MASONR Y FAX: (720) 266-7901 DBL. DOUBLE MAX TYP TYPICAL o DIA., DIAMETER MEGH MECHANICAL 3 SITE ADDRESS: DIAG. DIAGONAL MET, MTL MFR METAL MANUFACTURER UBC UNIFORM BUILDING ° 4465 WADSWGRTH BLVD. GEODETIC COORDINATES. DIM. ON DIMENSION DOWN MGR MANAGER CODE 3 o z WHEAT RIDGE, CO 80033 (PER DELORNE i0P0USA) DTL DETAIL MIN MINIMUM UNO UNLESS NOTED , DWG. DRAWING M1SC MISCELLANEOUS OTHERWISE DRIVING DIRECTIONS: APPLICANT BUILDING HEIGHT: 34'-6" E EAST N NORTH VERT VERTICAL FROM 7720 E. BELLEVIEW AVE. TELIGENT, INC. HEIGHEST POINT: EA. EACH NA NOT APPLICABLE . VIF VERIFY IN FIELD START OUT GOING WEST ON BELLEVIEW AVE. TOWARDS 8085 S CHESTER STREET, SUITE 100 CENTER LEASE AREA: EL, ELEV ELEVATION NIC NOT IN CONTRACT VT VINYL TILE S. SYRACUSE ST. BY TURNING LEFT. TAKE THE 1-25 ENGLEWOOD, COLORADO 80112 LATITUDE: : 39'46'39' ELECT ELECTRICAL NTS NOT TO SCALE NORTH RAMP. MERGE ONTO I-25 N/US-87 N/US-87 LONGITUDE: 105'4'54" EQ. EQUAL W N. 1-25 N/US-87 N. BECOMES 1-25 N/US-87 PRO, ECT DESCRIPTION: GROUND: 5406' EQUIP. EQUIPMENT OC, o/c OD ON CENTER OUTSIDE DIAMETER / WITH N/US-85 N. I-25 N/US-87 N/US-85 N. BECOMES PROPOSED A "NON-INHABITABLE" E.W. EACH WAY OPG OPENING WIN WINDOW 1-25 US-87 N. TAKE THE US-6 WEST16TH AVE. EXIT, U TELECOMMUNICATIONS SITE CONSISTING OF A 2'0 EXT EXIST. EXISTING EXTERIOR . OPP OPPOSITE W/O WITHOUT EXIT N MBER 209B. MERGE ONTO US-6 W. TAKE THE MICROWAVE DISH MOUNTED ON THE EXISTING " W.P. WATERPROOF CO-121 NORTH/WADSwORTH BLVD. EXIT. MERGE ONTO ROOF ON A 3 112 0 ANTENNA PIPE MOUNT FIN FINISH PLYWD. PLYWOOD WADSWORTH BLVD/CO-121. W/ A .2' WIDE BY 3' DEEP BY 6' FOOT . FLUOR. FLUORESCENT PR PAIR ANGLE HIGH EQUIPMENT CABINET INSIDE EXISTING TE CO/POWER FLR FLOOR PROJ PROJECT D L ROOM FT. FOOT PROP P CONSULTING TEAM RESSURE TREATED CENTER LINE PROJECT DATA: GA. GALV GAUGE GALVANIZE(D) PROPERTY LINE ENGINEER: TYPE OF OCCUPATION B GC GENERAL CONTRACTOR 00 ROOM NUMBER ® AT COMMUNICATION SERVICES INC. UNIFORM BUILDING CODE 1997 EDITION NATIONAL ELECTRIC CODE 1996 EDITION # NUMBER 7720 E. BELLEVIEW, SUITE. B-350 UNIFORM MECHANICAL CODE 1994 EDITION L REVISION 1 KEYED NOTES ENGLEWOOD, CO. 80111 PHONE (303) 740-9585 UNIFORM FIRE CODE 1994 EDITION Z : FAX: (303) 740-9608 KEY NOTES 1 A_1 SECTION REFERENCE CONTACT ED TREJOS - PROJECT MANAGER KHRIS SCOTT PE - LEAD CIVIL/STRUCTURAL 1 ELEVATION A-1 REFERENCE DETAIL REFERENCE NORTH ARROW A_1 z 0 z (Te6oent TELIGENT, INC. 8085 S CHESTER ST, SUITE 100 ENGLEWOOD, COLORADO 80112 =PROJECT INFORMATION: 4485 WADSWORTH BLVD. DEN002796 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80023 JEFFERSON =CURRENT ISSUE DATE: 01/25/01 ZONING Q1 01/05/01 PRELIM ZONING KJS 0 1/25/01 FINAL ZONING KS 0 A 0 0 D r~ r~ PREPARED 6 Communication 71, Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 I T11 I RS KJS KJS TITLE PAGE, VICINITY MAP & GENERAL INFO. MICROWAVE DISH PER PLAN GROUND KIT TO EXISTING COLD WATER PIPE COAX CABLE (UP TO 1 5/8"9) SCHEMATIC DESIGN NO SCALE ANTENNA & CABLE SCHEDULE AZIMUTH ANTENNA COAXIAL SIGNAL CABLES TYPE N DEGREES QUANTITY / MAKE / MODEL OTY/LENGTH SIZE 1 0' (1) 2' MICROWAVE' *ANTENNA PER TELIGENT 2 0' (1)-4' HP MICROWAVE DISH* *ANTENNA PER TELIGENT GENERAL NOTES 1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR TO PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 9. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 10. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. gent (oft TELIGENT, INC. 8085 S CHESTER ST, SUITE 100 ENGLEWOOD, COLORADO 80112 =PROJECT INFORMATION: 4485 WADSWORTH BLVD. DEN002796 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80023 JEFFERSON =CURRENT ISSUE DATE: _ 01/05/01 =ISSUED FOR: _ I ZONING Qj 1/5/01 PRELIM ZONING KJS Q A 0 PREPARED Communication i Services, Inc. 37720E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 DRAWN BY: CHK._ APV.:= RS KJS KJS SCHEMATIC DESIGN, SCHEDULE & GENERAL NOTES 120/208 - I I EXTERIOR MOUNTED POWER _COAX CONDUIT (PAINT) TO MATCH) PROPOSED MAIN CABLE RUN \ I ELECTRICAL it II I 11 ~ I ' ~ II I I-4t- -11 ~ II II ~ i u ~ . I II ~ I MDF W II III MAIN IT II (BASEMENT BOILER ~j LEVEL) a ROOM l~ L PROPOSED TELIGENT CABINET I STORAGE I I 2 TELCO ROOM 2' 0 4' 8' 12' 2 SCALE: 1/4•-V-0• PROPOSED 2'0 TELIGENT MICROWAVE DISH ATTACHED TO A PROPOSED 3 112"0 ANTENNA PIPE MOUNT PROPOSED WEATHER HEAD COAX CABLES 3 112" ANTENNA PIPE EQUIPMENT AREA 11'-0" 6' X 6' BALLAST MOUNT SLED - 2" P/C TO ROOF PENETRATION ROOF PAD UNDER SLED EXISTING ROOF BALLAST PER MANUFACTURER MICROWAVE DISH DETAIL N Z U Z W, 0M W ~D f- F- ZU 0z nO N 0 131'-6" EXISTING BUILT-UP CHIMNEY -I Y ROOF MEMBRANE - - EXTERIOR MOUNTED ON RIGID INSULATION APPROX. EL. 31'-6"~ CABOIEORUDN ( 1 I COAX CONDUIT (PAINT) TO MATCH) PROPOSED -0" 2' I TELIGENT ANT ENNA F_ - _J EQUIPMENT ROOM ROOF ❑ EXISTING VENTS BASEMENT HATCH (TYP.) LEVEL E ELEVATOR SHAFT I ~ 0 I 00 m / EXISTING 1ST FLOOR r ROOF EL 12' 6" i . - EXISTIN G 2ND FLOOR ' ~ ' " ~ ROOF E L. 24 -0 I I I i I i 92'-6" 4'-0" 35'-0" ~ROOF PLAN (7 - - NORTH 4' 0 6' 16' 24' SCALE: 1/6•-1'-0• NOTE: ALL BUILDING DIMENSIONS ARE APPROXIMATE. (*=a el gent TE WNT, INQ 8085 S CHESTER ST, SUITE 100 ENGLEWOOD, COLORADO 80112 =PROJECT INFORMATION: 4485 WADSWORTH BLVD. DEN002796 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80023 JEFFERSON =CURRENT ISSUE DATE: 01/05/01 =ISSUED FOR: ZONING Qi . 01/05/01 PRELIM ZONING KJS A A A A PREPARED Communication S1 Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 DRAWN BY: CHK,:_=APV. RS KJS , KJS ROOF & TELCO PLANS AND MICROWAVE DISH DETAIL PROPOSED 2'-0"-, _ CENTERLINE OF _ TELIGENT ANTENNA ANTENNA ELEV. 40'-6° TOP OF PARAPET WALL ROOF ELEVATION ~ ~ ~ ELEV. 3t -6 ~F 1H ROOF ELEVATION ~ ELEV. 24'-0" Y I ! ROOF ELEVATION ELEV. 12'1-1 i' FIN. FLR. ELEV. 0'-0" EAST ELEVATION 1 :NTERLINE OF TENNA ELEV. 40'-6"-F ROOF ELEVATION ELEV. 31'-6" (Tel gent TEWEMT, UN, 8085 S CHESTER ST, SUITE 100 ENGLEWOOD, COLORADO 80112 `PROJECT INFORMATION: 4485 WADSWORTH BLVD. DEN002796 4485 WADSWORTH BLVD. WHEAT RIDGE, CO 80023 JEFFERSON CURRENT ISSUE DATE: C 01/05/01 ISSUED FOR: [ ZONING _ac~r ._nerc•-nccroioriner. ov. Q 01/05/01 PRELIM ZONING KJS A 0 PREPARED Gli Communication Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 DRAWN BY:- CHIK.:=APV.: RS KJS KJS (I WEST ELEVATION ROOF ELEVATION EL . 24'-O" - FIN. FLR. ELEV. 0'-0" -.NTERLINE Of ITENNA ELEV. 40'-6"~ ROOF ELEVATION -h ELEV. 31'-6' Y ELEVATIONS NORTH ELEVATION @)=~--==----- ,jB"=t'-0' FIN. FLR. I ELEV. 0'- 0" 'T Z2 Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMI'LY WITH THE WIIEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 11414 TENANT FMSH OWNER: Oak Realtv ADDRESS: 4485 Wadsworth Blvd # 206 PROPERTY ADDRESS: 4485 Wadsworth Blvd # 206 DATE Dea 20. 2000 CHIEF BUII,DING OFFICIA ZONING ADMIMSTRATOR Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 11414 TENANT FIMSH OWNER: Oak Realty ADDRESS: 4485 Wadsworth Blvd # 206 PROPERTY ADDRESS: 4485 Wadsworth Blvd # 206 DATE Dec. 20. 2000 CHIEF BUII.DING OFFICIA ZONINGADMINISTRATOR Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRTBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 11330 TENANT FINISH OWNER: 4485 Partners ADDRESS: 4485 Wadsworth Blvd # 204 PROPERTY ADDRESS: 4485 Wadsworth Blvd # 204 DATE Dec. 20, 2000 CHIEF BUII,DING ZONING ADNIINIS Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 11330 TENANT FIr1ISH OWNER: 4485 Partners ADDRESS: 4485 Wadsworth Blvd # 203 PROPERTY ADDRESS: 4485 Wadsworth Blvd # 203 DATE Dea 20_ 2000 CHIEF B ZONING Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUIILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 11330 TENANT FINISH OWNER: 4485 Partners ADDRESS: 4485 Wadsworth Blvd # 101 PROPERTY ADDRESS: 4485 Wadsworth Blvd # 10] DATE Dea 20, 2000 CHIEF BLTILDING ZONINGADNIINIS' Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPNIENT LAWS OF THE CITY OF WIIEAT RIDGE FOR THE FOLLOWING PURPOSE: 11330 TENANT FIrlISH OWNER: 4485 Partners ADDRESS: 4485 Wadsworth Blvd # 302 PROPERTY ADDRESS: 4485 Wadsworth Blvd # 302 DATE Dec. 20. 2000 CHIEF BUII.,DING OFF ZONING ADNIINISTRA $ s s a ;s Z O m ~ O m v ~ m ~ ~ ~ 16 ~ ~ S ~ e 0 m ~ ~ ~ o ~ c o m ~:r 0 N ~ G S R M A~ CDa 7 ~ O a~ D 0, d ~ o~ y O ~o . ~ O Of O 3 3:r cm ~ °c ~(D m r ico~ o 0 3a? ~ ~ "w a a oS' ~ m 7 n f° a < o ~ N y C °c ~d ~a A o~ 3 m N N N IC d < a 0 w C ♦ / r~ L•~ •r 0 ~ ~ 1- , 6.•~ ~ ~D ~ * ~ 0 ,n o C ..Wi ~ N ~ N --I m cn v ~ m C ~ v ~ Y/ v ~ ~ ~ 3 Z -i INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS `7YP1J ~!VC.COk~Gt30>' I J/Iya. = BUILDING PERMIT N0. l/ 7I q DATE ISSUED OWNER CONTRP SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical oe, • i i-•ti-° n~' Rough Piumbing ~ Air Test Gas Piping Rough Heating & Ventilatian ; a C-; cl ^ ~ (above must be signed prior to /raming inspection) Framing G,( Insulation Drywall nailing Roofing Refrigeration Electrical underground Final Electrical '7-0 -zay ' yz•q- ~ _Lo?~f Plumbin o' a < Heatin & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED TYPE OCCUPANCY PROTECT THIS CARD FROM THE WEATHER INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS +q ~5 WOKJ~- BUILDING PERMIT N0. J OWNER s CZ Y " cS CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH ~ ve~ _ DATE ISSUED J ►01 -rk- .V-cu~~ TYPE OCCUPANCY INSPECTOR Caissons Reinforcing or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating 8 Ventilation (above must be signed prior to framing inspection) Framing Insulation Drywall nailing Roofing Refrigeration Electrical underground Final Electrical Plumbin ' Heatin & Ventilation e(~ Ge i6 ir Frame R.O.W. & Drainage ( Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER SOUTH EAST WEST J INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS~L BUILDING PERMIT N0. OWNER ` CONTRACTOR ~ SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR F n n Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing Insulation Drywail nailing Roofing Refrigeration Electrical underground Final Electrical Plumbin P-(C Heatin & Ventilation Frame R.O.W. & Drainage ~ Fire Department Parking & Landscaping ~ OCCUPANCY NOT PERMItTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED c TYPE OCCUPANCY PROTECT THIS CARD FROM THE WEATHER INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS AA:-?) S 1.1~~ ~ l1~ ~"V\ )~~,I(I <IL .2-,~ BUILDING PERMIT N0. 3~J DATE ISSUED TYPE OCCUPANCY OWNER 44(,5 (3.'4Vl-.c)v) CANTRACTOR LLl~ r~'A-a-t a UA SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to iraming inspection) Framing Insulation Drywall nailing Roofing Refrigeration Electrical underground Final Electrical Plumbin dte~C ~ O/ •F Heatin & Ventilation ! Frame R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS~1 ~J I'Q- Z(^~3 BUILDING PERMIT N0. DATE ISSUED TYPE OCCUPANCY OWNER CANTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST Caissons or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electricai (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to fiaming inspection) Framing p o C*> Insulation Drywall nailing ~ r r o0 Roofing Refrigeration Electrical underground Final Electrical Plumbin Ck / Heatin & Ventilation G.lG Frame a• r ~1/ o R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER a DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11330 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/16/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4485 WADSWORTH BLVD Contractor License No. : 20806 Phone : 318-0100 Company : Integrated Interiors & Construction LLP Phone : 307-3280 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $50,000.00 I hereby certify that the setback distances proposed by this permit application are accurete, P@ffTlit F8@ : $644.25 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan R2VieW Fee : $418.76 made are accurete; that I have read and ayree to abide by all conditions printed on this ildi bili f l ith th Wh t Rid B li i d h I f ll T X : U $750 00 ng or comp iance w e ea ge u app cat on, an t at assume u responsi Se 8 . Code (U.B.C.) and all other applicable Wheat~idga~prdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED- • DATE /1- 7 Total $1,813.01 Use : Description : TENANT FINISH- Sl71TES 101, 203, 204, 8 302 ONLY Electrical License No : 20798 Company :A Electric Co. Expiration Date : 9/27/2001 Approval : OK/KS Plumbing License No :20815 Company :WNITE MOUNTAIN MECHANICAL Expiration Date : 10/23/2001 Approval : OKIKS Mechanical License No : 20831 Company : R.E.L Heating & AIC Inc. Expiration Date : 11/7/2001 Approval: ok/ks (7) Thls permil was issued in accortlance wifh the provisions set forth in yopur applicaUOn and is sub1'ect to the laws of the Sfate of Colorado and to the Zoning Reguletions and Building CoAe of Wheat Ridge, Coloratlo or any other applicable oMinances M ihe City. (2) This pertnit ahall eacpire if (A) the work authorizetl is not commenced within sixty (80) days from issue tlate or (B) the building auNOnzetl is suspended or abantlonetl for a penotl W 120 days. (3) If Nis pertnit expires, a new permit may be acquired for a fee of one-half the amount normaly required, provldeE no changes have been or will be made in the original plans and specifcations and any susp~nsion or abantlonment has nol ezceetletl one (7) year. If changes are matle or if suspension or abandonmenl exceeds one (1) year, full tees shall be paitl Tor a new permR. - (4) No work of any manner shall be done that will chan9e the natural flow of water causing a Urainage problem. (5) ConUactor shall notify ihe Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection rard beMre roceetliing with successive phases of the Iob. (s) gna Iss a.~ ve r the approval a( drawings and speciflcations shall not be construed lo be a permit for, nor an approval of, any violation of Ihe provisions of Idl aY other ordmance, law, rule or regulation. ~J~ ~ • Chief Building DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4485 WADSWORTH #206 Contractor License No. : 20806 Company : Integrated Interiors & Construction LLP OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable WhyAFjjdgaQrdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~6 - DATE i li "7 - 06 ~ Description : TENANT FINISH #206 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zaning : INOP" ° 10/30/00 Approval: BG I"I'MAN","01111RID Approval: Occupancy : Walls : Roof : Stories : Residential Units : Building Permit Number : 11414 Date : 10/31/2000 Phone: Phone: 307-3280 Construction Value : $18,000.00 Permit Fee : $293.25 Plan Review Fee : $0.00 Use Tax : $270.00 Total: $563.25 U se : Electrical License No : 20798 Company :A Electric Co. Expiration Date : 9/27/2001 Plumbing License No :20815 Company :WHITE MOUNTAIN MECHANICAL Mechanical License No : 20831 Company : R.E.L Heating & A/C Inc. Approval : OK/KS Expiration Date : 10/23/2001 Expiration Date : 11 /7/2001 Approval: OK/KS Approval: ok/ks (1) This permit was issued in accordance with the provisions set forth in yopur application and is suhject to the laws of the State of Colorado and to the Zoning Regulations and euilding Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shali expire if (A) the work authorized is not commencetl wi[hin sixty (60) tlays trom issue tlate or (B) the builtling authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations antl any suspension or abandonment has not exceetled one (t) year. If changes are matle or if suspension or abandonment exceeds one ('I) year, full fees shall be paid for a new permit. (4) No work of any manner shatl be done that wiil change the naNral flow of water causing a drainage problem. (5) Contractor shall notify the Builtling Inspector Rventy-four (24) hours in atlvance for all ins0ections antl shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) The issuance of a eepermit or Ihe appmval oi tlrawings and specifcations shall nol be construed to be a permit for, nor an approval of, any violalion of the provisions *i building C s or any other ordinance, law, rute or regulation. ! hief Build' Inspector ' DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 11414 10/31 /2000 Property Owner: Property Address : 4485 WADSWORTH #206 Contractor License No. : 20806 Company : Integrated Interiors & Construction LLP Phone: Phone: 307-3280 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that tlie setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordmance~sqfor work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE ~ 'DO Description : TLNANT FINISIi #206 Construction Value : $18,000.00 Permit Fee : $29325 Plan Review Fee : $0.00 Use Tax : $270.00 Total: $563.25 Use: BUILDING DEPARTMENT USE ONLY ~potriments: SIC : Sq. Ft. : ~ ~ , Approval : Zoning : W~liktg Cpmments: 10I30/00 Approval: BG b~;Works Comriients:: _9e..; . : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 20798 Plumbing License No :20815 Mechanical License No Company :A Electric Co. Company : WHITE MOUNTAIN Company : Expiration Date : 9/27/2001 MECHANICAL Approval : OKIKS Expiration Date : 10/23/2001 Expiration Date : Approval : OKIKS Approval : (i) This permit was issued in accordance with ihe provisions sel forth in yopur application and is sub1ect to the laws of the State of Coloretlo antl to the Zoning Re9ulations and Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of ihe Ciry. (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixry (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a period of 120 days. (3) If ihis permit expires, a new permit may be acquired for a tee of one-half the amoun[ normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has nol exceedetl one (p yeac It changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal will change the naWral flow o( water causing a tlreina9e problem. (5) Contrecbr shall notify the Builtling Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card beFOre proceetliing with successive phases ofthe job. (6) T 'ssuance o permit or the approval of drawings antl specifications shall not be construed to be a permit for, nor an approval ot, any violation of Ne provisions f tl bu es or any other ordinance, law, mle or regulation. Chief Buildi g Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECT!ON LINE - 303-234-5933 CITY OF WHEAT RIDGE Da~= 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A PP L1 cAT %o N rroo=rti own=• " Prcper,y Address : ~S ~C1, u=cv'4~ # zc~c- Pncn= . Contrector License No. : Company 1aleACV.j Phone 30S -30-7-3 ZPjO O`NNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback disiances proposed by this pertnit applieation are accurate, and do not violate applicable ortlinances. rules or regulations of the City af Wheat Ridge or covenants, easements or restnetions of recoM; that all measurements shown, and allegations made are accurate: that I have read antl agree to abiCe by all eonEitions pnnted on this acplication, and that I assume PoII responsibiliry for wmpliance with the Wheat Ritlge Builtling Cotle (U.B.C.) anC all other applicable ^atAitlge ortlinances_for work untler this pertnit. (OWNER)(CONTRACTOR) SIGNED "r==A I-V-XLJ'V- -I A-~-1 pqTE 10-L--o'p Description : T-o-~C-1~ i~ Vl k S ~ - Construction vajue : Permit Fee Use Tax : Total : Use BUILDING DEPARTMENT USE ONLY ZbTi ng'-f-' Approval : Zoning : Buildi _"r~'g'Comments:9 _ / Approval: /G~"~'Go P q• m Approval: Occupancy : Walis : Roof : Stories Electrical License No : Plumbing License No : Company: Company: SIC: L Residential Units : Mechanical License No Company : Expiretion Date : Expiretion Date : Expiretion Date : Approval : Approval : Approval : (t) Thrs Oerrtut waa issueC in s~rtlaxe wRn Me Oroviypu tet IoM in yopur aPPliotion anC u suDl~ to tne laws ot me Sute al Goianao anE lo me Zomnq Heguiauons and Builtliny Catle of VMeat RiOqe, Cabntlo or any otnv apvi~cabk ortlinaneea of the Ciry. (2) Th is permit sball abanOOneE fpi exprte if (A) tlMe work auUwnzM is net.mmmencaE wiNln si:ty (60) Cays from iuue Cate or (8) Ne Dulltlmq auNOnzeE rs suspenEeC or i penOG o(120 0ry3. (7) If thi5 plrtnit uplrea, p pew pprtnrt may Oe Bpu'u!O /0P a (e! O} antrlulf the amount namully RputreE, provi0etl n0 Cwnges hav! Oeen or wlll be ma0e m the ongmal Olans antl apeclfiotrom anE arry yus0enfwn ar aCanponment nas not exceetleG one (1) yeac If Uanges are maoe or d suspension or aoanaonment exceetls ane (1) Year. NII faea sfull be paitl for a new pemtit (a) No work of any rrynner slWl Oa Cona Nat wi0 Wnga the natural Ilow cf water puslrg a Oninaqe problem. (3) Conaaaor snall notlry me BuilOinp Inspacror twenry-/our (24) houn in aAVance for all inapections anE shan receive wntten ap0roval on inspection nrC Oeforc ProCeeCiiny witlhsuCCessive ph"q of Me p0. (6) of TRe Ne iasuanr.e ouilEof a petmrt or Ma a00~~ o( 4awiny3 enE Spetlfintlans shall not Oe ConSWeE t0 De a pemlil fpr, nor an approval of, iny nolation of Ne prwisioni mq fopespt alfy atlfer aftlinanCl. liW, nile Of re0ulatroa i~ r. A am. a ' :r ' . . . . . . . .:v ' DERARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 11426 Property Owner: Property Address : 4685 WADSWORTH BLVD. Phone : 431-8117 Contractor License No. : 19312 Company : Deer Creek Plumbing Phone : 697 5583 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of reeord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all wnditions printed on this application, and that I assuma full responsibility for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnR. (OWNER)(CONTRACTOR) SIGNED DATE Description : INSTALL 50 GAL. WATER HEATER Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total Date : 10/31/2000 $23.50 $0.00 $4.50 $28.00 Use: Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiretion Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accortlance with the provisions set foAh in yopur applicadon and is sub1~ect M the laws ot the State of Colorado and lo the 2oning Regulatlons antl Builtling Code o( Wheat RiCge, Coloratlo or any other apDlicable oNinances of the City. (2) This pertnit shall ezpire i(A) the work auihorizetl is not commenced within sixty (60) aays from issue date or (B) the builtling auNOrizeO is suspended a ebendoned for a periotl of 120 days. (3) If this permtt expires, a new permit may be acquired for a(ee of one-halF the amount normally requlre4 provitletl no changes have been or will be made in the oripinal plans antl specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspensbn w ahantlonment exceeds one (i) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the natural Flow of water causing a drainage problem. (5) ContraGOr shall notify the Builtling Inspector twenty-four (24) hours in atlvance for all inspeclions antl shall receive written approval on inspeclion caid before oroceediing with successive pha PP of lhejob. (e) The issuanca of a permit or the a roval ot drawin9s and sPecifcations shall not De canstNed to be a pertnit for, nor an aPProval of, arry violation of the Provisions of thg,puiltling codes or any other ordinance, law, rule or regulation. . v~...s~ • ~YlllllVl . BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE ~ Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 q PPLICAT Io N Property Owner: mClS~-f5 Property Address: L-«9SS Wa6S`9J01-t" Contractor License No. : 1G 3\O Company : 'DPtr Cre~~ F1 bu . ONMER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEI F3lud. . Phone:LA ?j~-(~k \'--i, Phone: Q9C~-(-5QS;z, 1 hsroby CertHy thsl the setbeck dintoncea proposed by thie permk appliution ero mceurele, aM d0 nol Wotate appIicable ordinanxa, ruks or rogulatione of the Cky of Wheat Ridye or eOVenMb, lsaementa or rosMcllons of rocgord; that iA meyaeurcmenfs ahPown, aM ellegatlona opplleHbn, uM that I aseume full reap nafbrilIey fo~comblan~ce wNh Ihe Whea RWqe this BuiMinp Cotls.(U.B.C.) md all othar applkoble Wheat RWge ordP~ances, ror Wonc unaer mia cermn. (OWNERxCONTRACTORI SIONEO tllr~4 U-~eG(,f.ca'A-~ DATEC`~~b'-W Deocriptlon :~~'fj~ ~ I/~_ ~ M, t J,.. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Construction Value : 3C7o. - Permit Fee : a 3 So UseTax: q_ ~rU Total: ag, - Use: , Approval : Zoning : ~ Approval : Approval : Occupancy : Walls Roof : Stories : Residential Units : EleCtrical L{cense No : Company : Plumbing License No : Company: Mechanical License-No : Company : ExpiroHon Date : Expirarion Date : Expiration Date : Approvel : • Approval : , Approvai : . (t) ThN PermH waa heueA In ~aaA~nca waM tlia provfawne eet tonh in yopur sppikaNOn md bseet k tlr Wn M IM Stab W Cobraao one b ms ZoMnO Rapuletiona and BuIIAIrq Coda MYMetl R~qa, CobnEa or erry otner ~ppilaGe m7lmnaaf of~ Ciry. TMt Vsmill $hell ezpin B(A1 MH wark NMa(zed U not coinmence7 wXhln ~hly (!U) Eryf hom N~w d~N a(B)1M EWIUkp aW~oAZad is suspandad a wndonaa ror s PeAOa or IZO aM . (J) N tlih pemit expkee, ~ n~w pamNt mey ps eaqWrcd for a fee of ono-heH Me annunl nortnely requhaA, provMeA no tluipaf hm Dean a wIM be mWS M Ms oMds mes 1~ ~ ap xsDmeIrtM,onmeM hse nol axcaatlaA ana (t) ylr. M Mrqa~ ~ro mMa a M wapsnfbn or ~D~nAorMnsM (b) !b Wark Of e~y rt~n~rrciar uaA e~aisame~~wAl~ Ihs nfNnl Ibw ot wslar rn~ahro ~ dnM~qs piodem. ( CaNneror ai all rrotl y IM BuI1dNq In~pecld -fax (41) houn M edwrka lar ep fns0~ ~M ~lup rscalva wrlRan ~pqoval on Inapeelbn ar0 bslora ~Ih suxaasNapN sa~ d tliss~ ~ 01 RN DIIRdIKe ol~~ ~ Of Ih! ~p{MW~IO/~IlYNnpf sIM 6D~~fdtlali fhlll nol b! OOIIlNIlU 10 C! ~ plIIIIK IM. fqf M~DP~~ 0(. ~Iry VbI~U01101 tlN pOVIlldlf Nry oMar oNln~a. lsw. Ma a repulatlon. (:hief Building Inspector t b a` FROM : HRUEKOST ASSOCIATES HAVEKOST + ASSOCIATES P.C. 11 21 GRANT STREET DENVER.CO 00203 303 / B 61 -'I 1 21 FAX 303/663-0861 ARCHITECTURE P L A N N I N G MAR.14.2000 3:31PM P 2 PHONE N0. : 0303 E63 0661 March 14, 2000 Building Dept. of Wheat Ridge We authorize Reed Pritchard to copy plans of the office building located at 4485 Wadsworth Blvd. authored by Paul Halverson for the purchase of t e sa e o sai building. Paul Halverson was a partner with HWH which is now Havekost + Associates P.C. Sincerely, Havekost + Associates P.C. ~ Sandra R. Young ~ rne ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge March 17, 2000 I, accept full financial responsibility for the replacement of the microfilm files for 4485 Wadsworth in the event that the microfilm files are either lost or damaged. Checked out are 4 jackets containing 22 sheets of plans. The $50.00 deposit will be returned upon return and review of the microfilm. The microfilm is to be returned no later than March~2°l, 2000. ~ ~ .23 Signature, Address, 3gD ,a ---tt 56~3 Phone, 9'yn • n. S`an - ni" '00 ~ ~D" 0 ~ ~ ~ (303) 234•5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 ' Properly Qwner : WHEAT RIDGE PROFESSIONAL BUILDING LIMITED Property Address : 4485 WADSWORTH BLVD Phone : 421-0230 Contractor License No. : Phone : Company : OWNER/CONTRACTOR SiGNATURE,OF UNDERSTANDING AND AGREEMENT (anMERxcowrRncroa) BUILDING DEPARTMENT USE ONLY Plumbing License No : Company : Description : REMOVE 2 PARTITIONS AND REPLACE WITH ONE IN ANOTHER PLACE ARproval : Zcning : Approval: APProval: Occupancy : Walls : Roof : Stories : Residential Units : ElecMcal Licehse No : Company : Ecpiration Date : Approval : 0 (2) (3) . tMspumxwaalpUSainq W awndoneerorsp~a art~tR l i ponm °~~es ° ~4j.. (5) . (6) Wmn 0" 6169eJsWM(7)Yew, llA110e NOwork0l.Myrf'inrNrlMp now pocsodft YIN{1 swooMtIyOI Theieou~ceotapertNtad Expiration Date : Approval : 0 Constructian Value : $2,000.00 PermR Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $50.00 Total: $95.00 Mechanical Liconse No : Company: Expiration Date : Approvai : 0 ~ anx,t~ rws ae,s so~es u cok,r.ao .~w ro nb zomre rom i.we aece or (e) na nwwu,o Wm,a4ea ro ewvenfta « b (i~reerea, o ~ eus ~ « 'a~tsion oMantl~onme~irt M lvance for all inepectlons entl elwq mc&m wAlMn approwl on fnepsction card befae anen mt be conswee ro ne a nerffk ror, oor.n eppwtl a. anr Nounon oe ux provna«u THIS PERMIT VALID ONLY WHEN SIf3NED BY THE CNIEF BUILDIMG INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION m DEPARTMENT OF PLANNING AIVD DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ProperryOwner:(,Jk eci.~~/D0 ~~SGfPSS/G`n~ L7~~c~q, Property Address : y i,2~ A/iS C," Phone : L/a Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT I hereby certiy that the setback distances proposed by this permit appliwtion are accurete, and do not violate applieable ordinances, rules or regulations of the City of VJheat Ridge or covenants, easaments or restdctions of recortl; that all measurements shown, and allegations made are aeeurete; that I have read and agree to abide by all wnditions pnnted on this appliwtion, and that I assume full responsibiliry for compliance with the Wheat Ridge 8uilding Code (U.B.C.) and all other applicable Wheat Ridge ordinanges, for work under this permrt. (OWNER)(CONTRACTOR) Construction Value : 9p Permit Fee : Use Tax : Total : Description &-Jda r f-1~-i~y~ 7`- AIP13111-~ BUILDING DEPARTMENT USE ONLY Approval: Zoning : Approval: Approval : Occupancy : Walis : Roof : Stories , f l, G,~ ,•v ~ c>f k~Residential Units : Electncal License No : Company : Expiration Date : Approval : Plumbing License No Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : Plgns ReQuired I (1) This permit was Issuetl in accordance wiih the provisions set forth in yopur appi¢ation and is subject to [he laws of the State ot CobraEO and lo the Zoning RegulaUOns and BuilAing Cotle of VMeat Ridge, Coloratlo or any other applicaDle ortlinances of the Ciry. (2) This pertnit shall expire if (A) the work authonzetl is not commenceC wrthin si:ry (60) days Irom issue tlale or (B) the building aulhonzetl Is suspentletl or abantlonetl for a Deriod of 720 days. (3) If this permit exptres, a new permit may he acqutred for a fee of one-half the amount nortnalry reqwreQ provitletl no Uanges have been or wlll he matle m Ihe original plans and spepfirations and any suspension or abantlonment has not enceetled one (t) year. If changes are matle or if suspension or aEantlonment exceetls one (1) yeaG full fees shall De paid for a new permit. (4) No work of any manner shall be Eone that will change Ne naNral flow of water causing a Erainage pmblem. (5) Contrac r shall notiy the Builtling Inspecror Cxenry-four (24) hours in atlvance for all inspectwns and shali receive written approval on inspectlon cartl before proceeEi g wilhsuccessive phases of the joD. (fi) ss nce ofp permit or the approv of drawings and specifications snau not be wnstruetl to De a permrt for, nor an approval of. any viola6on of the provisions of Che tl~jngylitles or any otl~er or ~ ance, law, rule or regulation. Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION MOORE COMMERCIAL Y6r I+ropv"y Mvnrvrr- October 4, 195 New America Network Mr. Don A. Vecchio 4485 Wadsworth Boulevazd Wheat Ridge, CO 80033 RE: Wheat Ridge Professional Building 4485 Wadsworth Boulevard Wheat Ridge, CO 80033 Dear pon: ..i>',v , . . 390 Grant Street Denver, Colorado 80203 303/778-6555 ~'p Fax 303/871-0504 ~~~a You have been authorized by Eva Nyiri Living Trust (Owner) and Moore Commercial Company (Owners Agent) to perform the necessary remodeling work in Suite 104 per the plans which have been submitted and approved by the City of Wheat Ridge. You understand that all work must be completed by a licensed and insured conuactor in a good workmanlike manner, in conformity with all applicable laws and regulations. All of the improvements will be at the sole cost and expense of Don A. Vecchio. If you have any questions, please call. Sincerely, MOORE COMMERCIAL COMPANY Donald Palik As Agent for Eva Nyiri Living Trust DP:js Acknowledged and Received by A. Vecchio ~ Ywr Poriner in Real Estate $ervices Woddwide 10/04/95 11:49 y~o~~` .WO yc=~i 4 T P ~ 1 w ~ o o r • ~ S ~1 g g i f i '1► _1 P8 d i ~ ~ c ~ v) i i i an.~ ar±.i`,'rL ~ T ~ a c ~ o g a ~ ~ , ~ ~ z Post-IY Fax Note 7871 'yf ~y F~em CoJDeD1 c:o. o r~/ Phane M vnen O -cf-77 O Fax k FeY 0 _ i ~ 0 im OOi ~ ' . ' . .:,I JI ' I r ~ id ~elz , ~ ~ , ~ \ N F ~ ' ` 3 C ~ ; I , Y ~ - i,9,vJ s ~ ~Y ~ ~ ~ ~ 00 ~ Iz 4. DO ~ ~ ~ U. , b ~ ~ t _r ~ ~ c D (1 . ~ ; # ~ 0 y, , . . ~ =PJ,ANNIWG AND DEVELQPMENT Building Permit Number : 95-2037 IiaN DFYtSiQN - 235-2$55 ~ . OF WHEqT RIppE Date :10/12/95 7 , ~T 29`FF1 A~IEMIE 'WW~AT RCDCiE, CO $0215 Property tJwrtar : ProperFyAddnlasa : 4485 WADSVNORtH BLVD #104 Phone : Ga'tractCr LiceneB No. c 18577 Compqny: Flatirons Electric, inc. Phone : 665 0138 OWNER06OM11'RflCTOR SIGNAAtURE OF UNDERSTANDING AND AGREEMENT ConstruCtion Value : $300.00 I haMhY ~ dvbAMProP0Md M th1*Permm* ew+~iation aro axura~e, Pertnit Fee : $75.00 m1Yd dp 1~f1 Nkf p RepulaHa~ Of NY Cuy Of NMe9t RidQe M cavbf(ilrr~! ~ ~opt t+Y ~ssortl; B+etae r~u~emerts ahwm„ and albpatkma Plan Review F9e : $O:UO mtd4 410`414*41*448W W abWS a Wnd on thb . . . . . •i~d tw oe wft Rwpe suildtnp Use'Fax : $4.50 rdk . this pemUt. . . . . Total: $29.50 Deio"ion: REArH3VE GQNDUi7'S M DEMOLISNED WALLS BUIIDINC3 DEPARTMENT USE ONLY Oommonw VYalts : Roof : Stories : Residentiel Units : EI~I+Li~ Pto : Ptutnbing License No : Mechanicai License No : Co►ripBhyr: ` Company : Company : Eacpirafw f7ft: Expiratlon Date : Expiration Date : ftppravW ; Mproval : APProval : X4}„ winm.t+rovWm a+reHe,in y~vu~.~.nonana~.xameuw.amsswacaawo.~a mmszam~q WMil1Mt CdorYd06rarryWMr oitlNMnwsd Cily. . tEY ' w9k a~tl b nat o0nxnenoW x7CYn fixH (80) dM han Meus O~s a(9) the Wldhq euthaRed k wapm40 a. . (37 ~ .~91M#v ttMYbe AWuIrbfMAkedonsMMlMeoiOUM+amWy'"ked, no.dwVss MwDsenorwlMbemWeinMe . ~•~yr~my~um~~yy a~eneonment t~ notmcaeaw am (1l n.~. 4f0 ero maft«n wsv~won «awnaaimem . +t~ . ~ kMA. .~lilPW~'yw6,0~y~~p~ ~ . . . \~l ~ YIRWIY,.~.TMa.~w~IIOWaWA4erCP~~q Ed~Y~~y""^o"" : ~wbMrtntY-fwr (24) Iquia Nt adwnM bt ap fmpectlorrolntl ahell 1eoMva vnMlen eppovY M mepecd0e t9rd bBfone wtfipov~t ofR~k~.na apednu6ons eiua ea w cancmbd co ee a cwft ror, n« m eaaowal or, mr vamam ams pm,nawn. . Otl~A4t'orMnY~Mr0lfYnana.lew,rulsof~epu~tlon. . . . kd ; 8p~o►" 7ki1$V"AI1 ff YJ4LID ONtY WHEN 31GMEd BYTHE GHIEF BU{LDINti INSP£CTOR CXLL: 3344933 24 WOURS PRIOR TO INSPECTION g72.7 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner : PropertyAddress: y-vej /,c.)RC~,~c.~jaK~f{.- Contractor License No. : Company Phone : Phane:/ ~`~g LQ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certrfy that the setback distances proposed by this permit application are aceurete, and do not violate applieable ordinances, rules or regulations of the City of Wheat Ridge or wvenants, easements or rostnctions of rewrd; that all measurements shown. and allegatlons made are accurate; that I have 2ad and agree to abide by all wndttions pnnted on this application. and that 1 assume full responsibility for compliance with th Wheat Ridge Buildinq Cotle (U.B.C.) and all other appliwble Wheas Ridge ordinan~Jl~vOGo~ untler this permrt. Construction value : Permit Fee : Use Tax : Total : (OWNER)(CONTRACTOR) SIGNE R OATE Descnption :P57:ico 6 Np.JbcuTS i-026m Oi5ac~.-~O [Aj A 5 BUILDING DEPARTMENT USE ONLY ~ Approval : Zoning : ~ Approval : 61i~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No Mechanical License No : Company : fe riT I)zoNS cc£r_T Company : Company : cotes -OI 3S Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : _j PfBnsRa'qutred"":] J PIBns Required (1) This pertntl was issuetl in accortlance with the provaions set forth in yoDUr application antl is suojecl to the laws of the State of Coloretlo antl to the Zoning RegulaUOns antl Bulltling Code of VJheat RiCge, Coloratlo or any other apPlicaDie ordinances of the Ciry. (2) This permn shall expire d(A) the work authonzetl is not commencetl withm sixry (60) tlays hom issue tlate or (B) the builtlin9 aulhonzetl is suspantletl or abantloneo for a penod of 120 tlays. (3) If Nis pefmd exprtes, 2 neW pertnR may DE 3Cquifed fot a fee of on2-half the amount normallV rEquired, provided no Changes have beEn of Will Oe metle in the onginal plans antl speufications and any suspension or abantlonment has not excee0ed one i t 1 yeac If changes are matle or if suspenswn ar abantlonment ezCeEtls one (7) year. WII tees shall be paitl tor a new permit. t41 No work of any manner snall be done that will chan9e the naNral flow of water causing a tlrana9e problem. (5) CanVactor snall no6ty the BuilAing Inspector twenry-four (24) hours in aavance lor all inspecuons antl shall recerve wntten approval on inspecfion cartl before 3rocee0img wrth successrve phases of the joD. isl 7he issuance ot a permn or the approval of tlrawings ana speci(cations snall not ne construeo to Oe a permit Ior, nor an approval ot any violation of the provisions o( the bwlamg cotles or any other ortlinance. law. rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1492 BUItDING tNSPECTI4N DIVISION - Z3S-2855 GITY OF WHEAT RIDGE Date :7/25/95 7500 YYEST 29TH AVENUE YYHEAT RIDGE, CO 80215 Properly Owner : WHEAT RIDGE PROFESSIONAL BUILDING LIMI7ED Phone : 421-0230 Property Address : 4485 WADSWORTH BLVD Contractor License No. : 17174 Company : Bell Plumbing & Heating Phone : 757-5661 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND A(3REEMENT I herebY certity that the setbeda distances proposed by this pemdt applicatlon aro aecurrie, and do rat vlolate ap bb ordina~es, rubs or regWStlons of the Cdy of iNheat Ridge or covenaMS, or roetricNom.of racord; that atl measuremeMS ahown, and aNegatlona madearo axurate; that 1have read and agrae to abide by all coMkbns pd ~d on Mis applfcation, entl tMat I assume /ull responsibilitv for cam Ifance witt~ the Wheat Ridpe Building Code (U.B:C.) end all other eppiieable Wheat Rid~ ~P~anoes. ~nder mis permit. Conshuctioo Value Pertnit Fee Plan Review Fee Use Tax $413.30 $15.00 $0.00 $620 $21.20 (OUVNER)(CONTRACTOR) SIGNED a+TE Description : WATER HEATER Total BUIIDkNG DEPAR'FMENT USE ONLY Approval : Zoning : Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanicai License No : Company : Company : Comparry : Expiration Date : Expiration Date : Expiration Date : Approval : ApProval : Approval : 0 r r (1) IeDuh b~~er°q s a MpcovVhaH Ithe e~CWMlo~~ ado~or u~y ~otlix e~vahael~i adl~a oWr°IM CflY.~ mws a me slaoe a cda.ao ma m me zoMno (2) Thle PBmYt sMll axpire It {A)1!i! e work awronzetl Is rat commanca0 wXhin+bdy (80) tleye hom iaeue dele a(8) the buWMrq autl~o~ized b wspen0ed or aDmMoned Por a petbtl of 130dey 6. (3) If Ob PemOl exiAres. 9 nsW Pertntt maY be acqidretllor a fee Of onaheMMe amount rrortneHY reVulmd, Provided rq chan0ea hrve been a wl%tie made M tha wplnW Plans and sPodffcmftm OC anY sutoanelon w abantlonm~t ties nol e~aeetled one (1) YY~r. If Uarpes me matle m X auepenebn a~onmoM mccee~s ars t1> Y~, fW Ma MdI be ~a ror, ~rew Pe~mit• . (4) No wdk of wW mennar aMN be ddre Mat will chanpe tlre naturel }bw olwalar awMp a Mafrap Wublam. (5) ContraGOf I . r Wldkq Irrooe~ twenty-foUr (24) houro in edrance fM ell InspaCtlona 8iM ahell receive wMOan approved on Inepscdon afd baMre d (B) m n' a am tMw i a~w, Nie o~r rcflu~` anep na be consww m be a oe~n ror, nor an apww.i a, em~ v~aeuon m me ProWSwoc THIS PERMIT VALID ONLY WHEN SIGNfD BY THE CHIEF BUILDING INBPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Application Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner . Property Address . Contractor License Na . Company : DON'S PHARMACY Phone: 421'0230 4485 WADSWORTH BD/D. 17174 BELL PLUMBING s HEATING Phone: 757-5561 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or wveqants, easements or restrictions of record: that all measurements shown, and allegations made are acwrete; that I have read and agree to abide by all contlitions printed on ihis application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all o:her applicable Whea_RiCge orq4nces, for wJk untler this permit. Construction Value : $413.30 Permit Fee : 1rj `J ~D Use Tax : (p I i0'idi BRIAN DANIE S W.O. /r~o2P,90 Descriptian : WATER HEATER REPLACEMENT BUILDING DEPARTMENT USE ONLY (i-tn41lentsu Approval : Zoning : I~ =Ga~ments~;; Approval: PAfiYT~Works Comments: ..,M.~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbmg License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date Expiration Date : Aporoval : Aooroval : Aoproval : _j _Pians Required j I (1) This pemit was issuetl in accartlance wrtn the provisions set forth in yopur application antl is subject ro the laws of the Sla[e of Cobratlo and to Ihe Zoning Regula6ons and BuilAing CoOe of VMeat Ridqe, Colorado or any other appliwble ortlinances of the Ciry. (2) TTis pemit shall expire if (A) Ne work aumorizetl is not commencetl withm sixry (60) days trom issue dare or (B) the builEing authonzed is suspentled or abanOOnetl for a penotl of 120 days. (3) If this pemit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvltled no Uanges have been or will be maAe in ihe on0inal plans antl specifiwlions antl any suspension or abantlonment has not exceetled one (1) year. If Uanges are matle or if suapension or abandonment exCeeES one (1) year. full fees 5hall Oe paid for a new permit. (4) No wofk of any manner shall Ee done that will chanqe the natural Flow of water causing a tlreinage problem. (5) Contrac[or shall no4ty the BuilAing Inspector twenry-four (24) hours in atlvance for all inspections antl snall receive written approval on inspeclion wM Oefore proceetliing wlth succes5ne pha5es o( the job. (8) The issuance of a permit or tne appmval of tlrawings and specifications shall not be construetl to be a pemit for, nor an aDOroval of, any violatlon of the provisions of the builtling wtles or any otner ortlmance. law. mle or reguiation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION OEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 838 THIS PERMIT VALID ONLV WHEN SIGNED BY THE CN -TPPO JOB ADDRESS 4485 Wadsworth Blvd. coNTaACroa rZontgomery Elevators BUILDING INSPECTION DIVISION PERMIT N0. M92#18482 CITY OF WHEAT RIDGE, COLO. IEF BWLDING INSPECTOR AND RECEIPTED OELOW. L I OWNERj'heatridge Professional Building ADDRESS 4485 Wadsworth Blvd. ADDRESS 3 Inverness Drive East CITY Englewood ZIP CODE $0112 PHONE 303/792-3423 LICENSE NO. 15711 ZIP CODE 80033 1. TYPE Ground ❑ Woll❑ Ptoieetina❑ 01hn 5 or D Foe* SIGNS 2. MATERIAL Total Squme Feet 3. ILLUMINATION ris❑ No❑ Typs EIKt. Psrmit No. . 4 SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Apprwad,Zonainspector (Speeif which ia front ) ❑ ❑ ❑ ❑ DieoDDrovsd 1. TYPE Solidri More Tlron BO% ODenE3 Less Thon 80% Open MATERIAL Heipht FENCES 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ ApprwW,Zorn IntDeetw (Specity whicAisfront) ❑ ❑ ❑ ❑ Disopprovsd i. Maxton Valve Conversion Z Install idew Tlotot Starters OTHER 3 Install Low Oil Timer Circuit DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVit`'n DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTqNSINCIUDED) J Yr 2 ~ saECIFr rionTH ~9 V5 PHONE Y:oNTancr Paice s 5,600.00 STREET NAME SNOW DISTANCES FROM Tlff MAIN BUILDING TOAWOINING MOUSES, STREETS, AND PROPERTY LINES;ON IRREGUTAR lATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRiCAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORN IS NOT STARTED WITHlN THAT TIME. ELECTRICAL PERMIT STATE UCENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMVAREUNDERSIZEBILLEGAL FLOOR BSM IST 2N0 3RD 4TH NQ FUELCirele0ne qlPYOpvr E Solm Np. WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH 80WL HOT WATEft - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Retri eront Group UTILITY(RANGE,OISPOSER,ETC.) AUTO.WASHER Pounds CAO. e FIxTURES DISH WASHER AUTOMATIC SPRINKIER SYSTEM WIRING MOTOf25 9 CONTROLS FLOOR ORAIN ELEVATOR SIGNS URINAI. TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES ocknowledqe thot this avvlico• 1 hsreb PERMIT FEE y tion it correct and understond that I USE TAX li- t til this a thi un DD s projet connot sfurt cotion ia oporoved. I shall comDlY with TOTAL FEE d t o the laws of fhe Sfafe of Colorado an ths ZoninQ Repulalions ond Buildinp APPROVEI Code of the City of Wt+eaf RidQe. Any DeAPPROVS violotion of the obove terme will couee CHIEF BUILD immediate revocotion of this permit. $81.00 NOT VALID UNLE55 RECEI = ~Sz~9Qa 67a~ a o /o _iy..s. OR,Ci}y of Wheat Ridqe l ~,IAI ~ _ 1 _ _W/ Date Issued n o c sio~T. CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELAPMENT 7500wEST29tnAVENUE BUILDING INSPECTION DIVISION PERMIT NO.M91#17335 237-6941 EXT. 255 P.O. BOX 838 CITY OF WHEAT RIOGE, COLO. THIS PERMIT VALID ONIY WHEN SiGNED BY TViE CHIEF BUIIDING INSPECTOR AND RECEIPTED 8EL'JW. PPLICATION FOR MISCELLANEOUS PERMIT ^ JOB ADDRESS ~a~ u~or+ OWNER ~7e, ~ Gjwdswdr4-k.. CONTRACTOR ^t kw` G ~oo~'• r 9 Sk* Ir~, . Tn L ADDRESS ADDRESS '00' 301 0S3L3 PHONE ZIPCODE .0 CITY ZIPCODE rV~'3~- CONTRACTPRICES ~93 ounuc iiCFNRFN() /5111DATE 4/-5/9) nd❑ TYPE G Woll❑ Proiectin0❑ Other SaDFOee rou 1. 2. MATERIAL Total SQUOre FNt SIGNS ❑ ❑ T Pormif No Eieet No 3, ILIUMINAT10N Yss yps . . 4 SET BACK FROM PROPERTY IINE N ch is front ) w h i (SDkify _ 5_ E ❑ ❑ _ W ❑ ❑ Zons_ AppraM,2ons Inspeetor Diaopprovsd ~ I- - 7 1. TYPE SoIiULJ More Thon 80% OpanCJ Less Thon BO% OpM MATERIAL ? HepM FENCES , SET BACN FROM PftOPERTY LINE N 3 _ 5_ E _ W Zme_ ApDrowd,Zom InsDeota . ieA is tront) (Specrty w n ❑ ❑ ❑ ❑ DisaDOrowd ~ / 2. ' OT' I n5"5 . M'9 ~/ZtJ F z /r7 2 oP OTHER . 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GNIh'v AISTANLES FROM PROPERTY LINES. (SETBACKS OR PROJECTqNS INCIUDED) ~ SPECIFY NORTM STREET N4ME SHOW OISTANCES FROM THE MAIN BUILOING TUAWOINING NOUSES, STREETS, AND PROPERTY LINESiON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTV L.INES, NOT MAXIMUM OR 4VERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PF4IMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STAHTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PERMIT SENO LCEN STAT MECHANICAL PERMIT ALUMINUM WIRE UNDERSIZE 8 ILIEGAL j FLOOR I5T 2ND 3RD 41M NQ FUEI;CirtNOns GW 011 E Sdor p~p. WATER C h FORCEO AIR - BTU TEMPORARY METER WASH BO HOT WATER - BTU NEW SERVICE - AMPS CHANGE SERVICE-AMPS LIGHTING BATH TU SHOWER SINK STEAM - BTU AIR CONDITIONING-BTU OTHER HEATING GARBAGE DISP REFRIGERATqN SYSTEM POWER SUB-CIFCUITS WA?ER HEATER Rafri eront Grou UTILITV(RANGE,DISPOSER,ETC.) FIXTURES WIRING MOTOf2S 9 CONTROLS AUTO. WASHER DISH WASHER F100R DRAIN Pa+nds CMr s AUIOMATIC SPRINKLER SYSTEM EIEVATOR SIGNS URINAL TRANSFORMERS fi RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I MP TOTAL FIXTURES REMARNS iica- ni PERMIT FEE ~ •`J e app I hsreby acknowladQe tnot t nd rnat I t e A ere a tion u eorrect ond un i- X USE T Cannof ftarf this Drolect until this oDDl $ eation is oDDroveC. I snall comDlY with TOTAL FEE tAe lowf o1 the Sfate ol Colorado and to ine Zoninp Repulations and Buildinp APPR~VED , Code of tne City of Wneat Ridqe. Any violation of ine obove terme win cauae DISAPPROVED CHIEF BUILDING,1 1 SPECTOR,City of Wheot Ridqe immediate revocation of this permlt b e 4~~,..ni// Date Issued \V01(eanl~ +a~m~~. NOT VALID UNLE RECEIPTED Re6 4385 tl2--# 7!!2- a9osy~ CALL 237-8911 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS