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Home My WebLink AboutLand Use Case.401 Castle Creek Rd.0011.2011.ASLU401 CASTLE CREEK ROAD 0011.2011.ASLU ' ' ..4..6'.6 Â·-1. PARCEL 2735-12-3-07-801 --------WIRELESS COMMUICATION 2 A/QUU-k AAÂ»12 03 11- R ~--EX. SCREEN WALL 1 AND HVAC UNIT Sprint > / Together with NEXTEL EX. OBSTETRICS 333 INVERNESS DRIVE SOUTH WING OF HOSPITAL4 ENGLEWOOD, CO 80112 PROJECT INFORMATION: ASPEN VALLEY HOSPITAL DN33XC243 0401 CASTLE CREEK RD ASPEN, CO 81611 PITKIN COUNTY ~CURRENT ISSUE DATE: ~-- PARKING - EX. 5/5/1 1 ISSUED FOR: LOT ZONIING REV.:EDATE: DESCRIPTION: -1. \ b -0/1 i 10/25/10 ZONING SL % 10/29/1 ZONING KS 1/26/11 REV ZONING KS 5/5/11 REV ZONING KS PLANS PREPARED BY: Zuma ' '--CI Consultants, Inc. 13969 W. 1ST AVE, ' ' GOLDEN, CO 80401 P:303-325-5606 F:303-325-5629 C - ,DRAWN BY: CHK.:-APV.:--~ ~ KS KR KS LICENSURE: SHEET TITLE OVERALL ROOF PLAN & ENLARGED ROOF PLAN SCALES SET FOR A 24"*36" "D" SIZE SHEET SHEET NUMBER: 1/8 = 1"-0 SCALE: 1/8.=1'-0. & 1 ,/0 .... 1 ...... 40 .. A 1 1 \ 0 .'... 06. ./. 0 .. . A .... 0: I ... 0 74 ./. 0 I ./2/ 1 .... -9 # 4 -'~I. Â£ I 4.7 iÂ» 49 1 AG{+4 8 3 1 ./& i 1 y I / /0/' / â‚¬ A 3 ... .. 'K#" .4 0 0 V ... 4 I 1% ... J '2 0 Â¥ Â¥ tw '' ...... ./. i .= /2/2 j . .. . . .. Am . A . A A. ..... :. .. 0 % 4 /1/* 0 '..................4 -.A. k . f ;~351/0' ~~ .. A 0 7,/ A .':...# 0 ..... 94/ 4-/#. .A .. 0 ...... 40 1. -A A. - tI~~IBZ~LL.WI~I* A A :lA . 0. -A -.. . 0 1 0 14 0 - 0 0 9 4 -00 .. 4 4 ... 0 0 0 . .. \ . 1 6 1 9 0 00. %00001 0 . % 4 . .A D 0% .. A A A.A. 4, O \ ..A A. A = ....... ...A. I . 0 D ..0 . A A t .. 4 0 44,0##r A- - A 0 . . RELOCATED SPRINT EQUIPMENT CABINETS (NOT VISIBLE) Sprint > Together with NEXTEL NEW SCREEN T.O.-ANTEN-NAS. RELOCATED SPRINT WALL TO MATCH , ~~~~ ANTENNA ON TEMPORARY / ELEV. 29'-0" 333 INVERNESS DRIVE SOUTH EXISTING EN~.EWOOD, CO 80112 PIPE MOUNT, TYP. MATERIAL AND f COLOR T.0. ANTENNAS.h- <PROJECT INFORMATION:- EX. SCREEN WALL ELEV. 26'-9" W/ HVAC T.O SCREEN WALL 2 ~ ASPEN VALLEY HOSPITAL EQUIPMENT ELEV. 25'-0" DN33XC243 0401 CASTLE CREEK RD 1 li ASPEN, CO 81611 | PITKIN COUNTY | L T. O. ROOF PARAPET~ 1 -*19.17'-6" ~CURRENT ISSUE DATE:- ORARY 5/5/11 ISSUED FOR - ATIolliE ( ZONING 00 0 00 ~REV..-DATE:~DESCRIPTION:-BY: 1 1 \ ZONING SL LILI LILI LILLI 110729/1-6-ZONING--3-1 ~1726/11pREV-Ear-3-1 ffiftÂ»f 21-41--33<43~ EX. GRADE 6, Prr5/5/11-REVZONlNGJE-1 0-12 _1520200 0 0 lf-1---7-1 - -UUO _2~2~1=~'~~9-1072~~~~Ezn/~~) - PARTIAL NORTHEAST ELEVATION (1 ~ 3/16" = 1"-0" PLANS PREPARED BY- Zuma CI Consultants, Inc. RELOCATED SPRINT ANTENNA ON TEMPORARY PIPE MOUNT, TYP. RELOCATED SPRINT 13969 W. 1ST AVE. EQUIPMENT CABINETS GOLDEN, CO 80401 (NOT VISIBLE) T.O. ANTENNAS. 4 P303-325-5606 F.303-325-5629 NEW SCREEN WALL -ELE\. >9'-0" 1 DRAWN BY.-CHK.:~APV.:- TO MATCH EXISTING MATERIAL AND COLOR T.O. ANTENNAS. i << KS KR KS ( , EX. SCREEN WALL -ELâ‚¬9326'--9"-9----7- --, LICENSURE - %/ HVAC " T.O SCREEN WALL EQUIPMENT F 11 [ 3 K o d ELEV. 25'-0" 1 i / 10 0 T. O. ROOF PARAPETi -ELEV. 1-7'-6" 2 2 1 1 1 2 2 SHEET TITLE.-~ 00 LIU 221-2 LEI] LIL] 00000000000<3(7000000 C~ C~> 0 ELEVATIONS /-\02 02-2109-701-41(1 0 9 0 9 EX. GRADE â€ž 0 01.41-jil---40Â«Â«f---/01Â«1.2 U -429.0'-0" 000000 0 <SCALES SET FOR A 24"x36" "D" SIZE SHEET J 2 SHEET NUMBER: 2.5' 0 5' 10' 15' - PARTIAL NORTHWEST ELEVATION (2 - SCALE: 3/l E - - 11111 Sprint > Together with NEXTEL 333 INVERNESS DRIVE SOUTH EN(1EWOOD, CO 80112 Â© PROJECT INFORMATION: 43 C ASPEN VALLEY HOSPITAL DN33XC243 EX. SCREEN WALL - FINAL 0401 CASTLE CREEK RD ASPEN, CO 81611 AND HVAC UNIT PITKIN COUNTY 0 9 0 9 4 ROOF P LAN CURRENT ISSUE DATE: NEW PARKING NEW SPRINT EX. OBSTETRICS ' CABLE TRAY 0 GARAGE .1 WING OF HOSPITAL . ed- 5/5/11 NEW LOCATION OF ~ ISSUED FOR: RELOCATED SPRINT r / // NEW SPRINT ZONING EQUIPMENT AND L, ~ -* ANTENNAS (SEE % ANTENNAS ON 9 \~ ~~~~ ~ RELOCATED HVAC REV..-DATE: DESCRIPTION: BY: DETAIL) UNIT ON NEW 1 6 UPPER ROOF ~ 10/25/10 ZONING SL LEVEL TO MATCH ORIGINAL ~ 10/29/10 ZONING KS INSTALLATION n ~ 1/26/11 REV ZONING KS 0 450 1s6 00 0\ @ 1 9 1 ~ 5/5/11 REV ZONING KS NEW UPPER ROOF \Rj ~ 13\ A LEVEL 00 00 @ RELOCATED SPRINT ~ ~ EQUIPMENT CABINET ~ EX. HVAC l.~Ip' 6 jil LJ Â«Â«Â«ff//- AND PPC CABINET O R@ O / 4 02 NEW SPRINT ~PLANS PREPARED BY: '. - - 4 COAX TRAY EX. LOWER ROOF @ Zuma LEVEL f' -5' .r~ Consultants, Inc. NEW SPRINT SUPPORT FRAME AND SCREEN WALL TO MATC H GOLDEN, CO 80401 13969 W. 1ST AVE. EXISTING MATERIAL AND / P:303-325-5606 F:303-325-5629 COLOR Â« C - EX. STEEL SCREEN DRAWN BY: CHK.:-APV.: WALL EX. ROOF-TOP ---x- ~ KS KR KS ~ HVAC EQUIPMENT 5/ ////////,/7 1 LICENSURE: ( 0\\ / V- / . \ NEW SPRINT ANTENNA ON f RELOCATED HVAC UNIT NOT ALL ROOFTOP EQUIPMENT ~\9 SHOWN 4 J. 9. 6/ c SHEET TITI FÂ· - OVERALL ROOF PLAN 11/ C - -NEW UPPER ROOF-1 7 FINAL 1/32" = 1"-0" OVERALL ROOF PLAN 16' 0 32' 64' 96' NEW SPRINT *888 26%888888 *88*8888*88888888% %3% 988888888* 888888888*8888888888$ ANTENNA ON & ENLARGED SCALE: 1/32"=1'-0" RELOCATED HVAC ROOF PLAN UNIT SCALES SET FOR A 24"x36" "D" SIZE SHEET - ENLARGED ROOF PLAN r SHEET NUMBER: 1/8" = 1"-0" 4' 0 8' 16' 24' *388 2888888* *88888888888888888888 888* 88888** *83@383%*8%*9 U z SCALE: 1/8"=1'-0" N/ 0 kl , 4 Sprint > Together with NEXTEL 333 INVERNESS DRIVE SOUTH ENGLEWOOD, CO 80112 PROJECT INFORMATION: ASPEN VALLEY HOSPITAL DN33XC243 0401 CASTLE CREEK RD ASPEN, CO 81611 PITKIN COUNTY ~CURRENT ISSUE DATE: FINAL 5/5/11 ISSUED FOR: ELEVATION ( ZONING r-NEW SPRINT CABLE TRAY -NEW SPRINT ANTENNAS ON REV..-DATE: DESCRIPTION: BYI RELOCATED HVAC UNIT ON NEW /k 10/26/10 ZONING SL \zof UPPER ROOF LEVEL TO MATCH /--NEW SECOND FLOOR ADDITION +3% ORIGINAL INSTALLATION ~ 10/29/10 ZONING KS 0- E- to O, O | LU>- ~ 1/26/11 REV ZONING KS to n m F-EX. SCREEN WALL AND HVAC UNIT r-NEW PARKING GARAGE 1 4 / 5/5/1 1 REV ZONING KS 11 11 1 11111111 1 11 lu 1 01 11 - - IIlIIl/ill - El TE 11 U mi L 0090 0 / 111 W 4%1% a // PLANc PREPARED BY: M % 112\~UNYN'VN'V 17 1<291#~P~p"&'~44722 -- 494Â«40Â«4*~1,",/-*,,~â€ž"",'",/4â€ž"),",'$444*44-7â€žL 1( 1 Zuma 14>41.44,/1 \0 1 9434 ijt~ ~~~ *- CI Consultants, Inc. \ ---- ---- 1 -%~ ILL _ILLL / -J 13969 W. 1ST AVE. GOLDEN, CO 80401 17--7-~-7~7--Â· - --7-224*77*frfptti#*Pfrm#4*#/.1 , - p:303-325-5606 F:303-325-5629 EX. OBSTETRICS WING OF HOSPITAL ~ NEW SPRINT EQUIPMENT PLATFORM, DRAWN BY: CHK.:-APV..- CABINET AND SCREEN WALL < l KS KR KS LICENSURE: - PARTIAL NORTHWEST ELEVATION 8' 0 16' 32' 48' *888 888* 1/16" = 1 "-0" SCALE: 1/16"=1'-0" ~SHEET TITI F FINAL LOCATION FOR EQUIPMENT ELEVATIONS SCALES SET FOR A 24"x36" "D" SIZE SHEET SHEET NUMBER: A4 - . -1 til It IL Cnrint ~~/ NEXTEL VE SOUTH O 80112 HOSPITAL 243 REEK RD 11611 NTY 11 G PTION: W, . SL 7ONING 7ONING KS / ZONING KS / ZONING KS Zuma I vitants, Inc. 3-325-5629 r.-APV.- KS PLAN " SIZE SHEET - * 1 9 -Pal - I.-/01,1 .......................... Ill .... Mil I . 111 - A . A 2 , 41 r 11 P t 11 1 0,0 . 1 A - .: . A ..A. A 135;~l i f T 19. .A - -Â» A - A 9 I k , A-- '11 1 I . a 4 4 - 1/ . - 9, 4 A.. 1 2 4 ' 5.-Ill A ... A - A - '. I A .. . A r 9 - .... . 4 t . V . . A .. ... I I , .5 . . . A 0- 0 .. Y ./ 4..e .. . 0 & .0 .... . 'I .4 , ..... ...: 1 1. 14 , I 1 9 1 j +I, , 84 . k - G 2 .1 -60 1, 4 S '. 1. 1. . ' .... mi ..... ..... W I I (4 1 .$ -" .- . I . $ - I / 1 y , I I ' , P ... I .1 . D k . I - In I. 1 . . 7- I I Fe r 00" I'll ""'zil - 1~~ 1111111111111111111111111111111111 . 1 1 . I ik 14~Lfek AE \A "Al' I m ;Â·Ji~~ 't. l. Akle EÂ»Â®E IT- A- - I. //-EX. SCREEN WALL Sprint > ~ AND HVAC UNIT Together with NEXTEL D ////\ EX. OBSTETRICS- : _49~11, +01 333 INVERNESS DRIVE SOUTH ENGLEWOOD, CO 80112 PROJECT INFORMATION: ASPEN VALLEY HOSPITAL DN33XC243 0401 CASTLE CREEK RD ASPEN, CO 81611 PITKIN COUNTY ~CURRENT ISSUE DATE: EX 5/5/1 1 ,ARKING - ISSUED FOR: LOT ZONING REV..-DATE: :DESCRIPTION: BY: \ 10/25/10 ZONING SL :A 10/29/10 ZONING KS 1/26/11 REV ZONING KS 5/5/11 REV ZONING KS 4 PLANS PREPARED BY: RELOCATE < < Consu/tants, Inc. ANTENNA ON TE Zuma -- 13969 W. 1ST AVE. GOLDEN, CO 80401 r- 9/- , NEW ~ P:303-325-5606 F:303-325-5629 \ \ FR, \ 'DRAWN BY: CHK.:-APV.: \ EXISTIT { KS KR KS ~ LICENSURE: 1// C r-EX. WALKWAY AND - SHEET TITLE' ~ STORAGE AREA BELC ' OVERALL ROOF PLAN --%Â£- 1 & ENLARGED ROOF PLAN SCALES SET FOR A 24"x36" "D" SIZE SHEET SHEET NUMBER: 7/8-- = 1---0- / SCALE: 1/8"=1'-0" , A I 1 Tr f 0 ... 4 00 1 , WÂ» 1-fi ... 0 -/ u / ..3. ... 1 9/' 9% ...\ 2 A A AÂ»/ C . '1 / \ ... 0 .. 0 - >, 4 1 .= I ... 9 4 4 L I.-.... 9 ./. . r.. â€ž#lfâ‚¬LÂ» 1 .. , .,,47, ' ...# 1 ... .// 7 r, - ...... f. A ./ /#999~ / ./%,A..0 0. * .. /,2.- 0 0 % % 4,0,9/ 40 t. 4 4 41 / 0.* .....0 9 0 . 30 't 0 #/9. 6 .. . 0 Al $* . 1 ... . . .. A- 4 0 .A A- A 4 . I , ..... 0 1 'p 090/. 2 6 A I â‚¬ L 0 , ..... ... .. . ... A A .. ..a.~ 4 A -A , . -A -.. A . 0. * 14 . 0 0 0 . 0 . . . \ $ I 1 A 0 Â¥4 A.. * A 0 \ * % 4. - 1* $# 0 .AD \ IIA A t 0 ....... .... ...A. \ . t 04' ... . A fil ..0 0. 0 . 44, .. A I. 0 . . RELOCATED SPRINT EQUIPMENT CABINETS (NOT VISIBLE) Sprint > Together with NEXTEL NEW SCREEN T.O. ANTENNAS. 4 RELOCATED SPRINT WALL TO MATCH 333 INVERNESS DRIVE SOUTH ANTENNA ON TEMPORARY EXISTING ENGLEWOOD, CO 80112 PIPE MOUNT, TYP. -~ MATERIAL AND COLOR PROJECT INFORMATION- T.O. ANTENNAS. EX. SCREEN WALL ELEV. 26'-9" W/ HVAC T. O SCREEN WALL i ~ ASPENI VALLEY HOSPITAL ~ EQUIPMENT DN,33XC243 ELEV. 25'-0,1 - 0401 CASTLE CREEK RD 1 li ASPEN, CO 81611 PITKIN COUNTY | L T.O. ROOF PARAPET.k ~CURRENT ISSUE DATE:- ELEV.17'-6" ARY 5/5/11 ISSUED FOR:-- DNS C ZONING ~ 00 04 100 REV..-DATE:-DESCRIPTION:~zz=TBY: /1 1 \ ZONING SL LILLI LIL] 2-2 rETE/2934---38*2-lEi 000000000000000 ~1/26/11REVZONING-21 20 1 Â©UDL.,OUDLE>~RDÂ«41- 1-5/5/11REVZONING-21 ELEV. 0'-O" - __zg -Pyll--Er=~LE,97--39 - $ - - LÂ»7127-~T--1 - PARTIAL NORTHEAST ELEVATION 1-- 3/16" = 1"-0" PLANS PREPARED BY:- Zuma - Consultants, Inc. RELOCATED SPRINT ANTENNA ON TEMPORARY PIPE MOUNT, TYP. RELOCATED SPRINT I 13969 W. 1ST AVE. EQUIPMENT CABINETS | GOLDEN, CO 80401 (NOT VISIBLE) T.O. ANTENNAS. i < P:303-325-5606 F:303-325-5629 NEW SCREEN WALL DRAWN BY:-CHK-ZAPV.: TO MATCH EXISTING ELEV. 29'-0" MATERIAL AND COLOR L KS 1 KR KS I -K T. O. ANTENNAS. i EX. SCREEN WALL . --ELEV. 26~"-yr LICENSURE: W/ HVAC T.O SCREEN WALL ak EQUIPMENT [f 1' C 1 k O d ELEV 25f E- 11 11 1 1 10 e T.O. ROOF PARAPET,k 3 ELEV. 17'-6"--7 ~L SHEET TITLE: ILLE 00 00 00 00 --7 ELL] ELL LIE] LILI LILI ~~~~~~~~1~~~~~~~~ ELEVATIONS 0 0 9 9 0 0 0 2 9 200 0Â»0Â«01-04-/01-01--01-9 1-7 -Â« - lt-1 11-- I /07 A- I A_ 1 1 EX. GRADE 1 0000900000000 0 ~SCALES SET FOR A 24"x36" "D" SIZE SHEET ~> SHEET NUMBER:- - PARTIAL NORTHWEST ELEVATION 2.5' 0 5' 10' 15' 2~ 2-- 3/16" = 1"-0" SCALE: 3/16 13=imil-=1*~-lialimi~~.~ 1811 - Ill 111111111111111111111111 Sprint > Together with NEXTEL 333 INVERNESS DRIVE SOUTH ENGLEWOOD, CO 80112 o PROJECT INFORMATION: 0.( ASPEN VALLEY HOSPITAL DN33XC243 0401 CASTLE CREEK RD ~--EX. SCREEN WALL FINAL ASPEN, CO 81611 AN D HVAC U N IT PITKIN COUNTY 099 6 4 ROOF P LAN NEW PARKING -7 CURRENT ISSUE DATE: NEW SPRINT EX. OBSTETRICS ' CABLE TRAY s GARAGE 4 WING OF HOSPITAL 5/5/11 ISSUED FOR: NEW LOCATION OF 6 RELOCATED SPRINT , 0/ // NEW SPRINT ZONING EQUIPMENT AND f C ANTENNAS (SEE ~ ANTENINAS ONI RELOCATED HVAC REV..-DATE: DESCRIPTION:--BY: DETAIL) UNIT ON NEW C \ 9 UPPER ROOF ~ 10/25/10 ZONING SL LEVEL TO MATCH ORIGINAL g 10/29/10 ZONING KS INSTALLATION ~ 1/26/11 REV ZONING KS S @ g 5/5/11 REV ZONING KS 3 NEW UPPER ROOF \31 ~3 9 ~ LEVEL 00 Â® RELOCATED SPRINT ~ 34 0 EQUIPMENT CABINET ~ EX. HVAC UNIT, ~ AND PPC CABINET TY P. O Â«Â«ff @ A@ / 0 PLANS PREPARED BY: 4 7 < LA NEW SPRINT EX. LOWER ROOF 9 COAX TRAY LEVEL Zuma Of , .- Consultants, Inc. â€¢ NEW SPRINT SUPPORT FRAME AND SCREEN WALL TO MATC H GOLDEN, CO 80401 13969 W. 1ST AVE. EXISTING MATERIAL AND / COLOR ~ P:303-325-5606 F:303-325-5629 Â« EX. STEEL SCREEN--1 DRAWN BY: CHK.:-APV.: WALL ~ EX. ROOFTOP - < KS KR KS ~ HVAC EQUIPMENT / ////////'..~\\1\1\ LICENSURE: 0\ 1 / -h // ,/3 / / / \ / NEW SPRINT ~ / ANTENNA ON L-z. O RELOCATED HVAC O UNIT NOT ALL ..4 ROOFTOP EQUIPMENT ~12 SHOWN 4 0, z XtyÂ· ~HEET TITI F - OVERALL ROOF PLAN Ni LE) ~--NEW UPPER ROOF-1 - 7 FINAL 1/32" = 1"-0" OVERALL ROOF PLAN 16' 0 32' 64' 96' NEW SPRINT & ENLARGED 88% *88888*88 *8888$888888888*8888 88888 38888888886 8888888888*88888%18* ANTENNA ON SCALE: 1/32"=1'-0" RELOCATED HVAC ROOF PLAN UNIT SCALES SET FOR A 24"x36" "D" SIZE SHEET ENLARGED ROOF PLAN SHEET NUMBER: 0 8' 16' 24 1/8" = 1"-0" VI *83888888885%8*6&8 cÂ¢ f /1 tRi* St*$8888% 838*38888888888888% A3 0 0/ z SCALE: 1/8"=1'-0" N/ - 1/1.imil i. . 1 - 11 1 .l....1 . . ds . a NEXTEL /E SOUTH 080112 HOSPITAL 43 :EEK RD 1611 4TY 1 G DTION:--BY: ONING SL ONING KS ZONING KS Â· ZONING KS :unna Itants, Inc. 5-325-5629 :-APV.: KS --~ PLAN SIZE SHEET mi i il lili .... 9*A .... A . A I Ill I Elli' i I ' 41 1 1 A . I ' A - '11 V 2 A. .: ". 4 + . ri 0 9.F I A ..A. A ,~ 3 'LI .. 7 L. , a i i li -- A- - 14, 1- A-- . 0 . ACT- + , 0- . N a 1 - 4 A â€¢ A . . 0 I ' A - 4, 6 A A ' r . .r - f. A 2. ... #6 h. A . . A .. ... 1 - ' ../2. ~ z 'i :2 - ji .. 0 I. e. . .. i.3 A A ' ... 0 1 . :0,0 ** .. ... 0 'f '14 A I I -/ A 1 - , A = : . 91 ' 1 if 1, I L lf. m .1 1. b , ; 4/ . 0 -.* L - % . I 2, r Lâ€¢ + A "B 6%-. 9 .... . . N . -&. er * ' i 1 . 2 3 . p. . NX . - I. -A 1 THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0011.2011.ASLU PARCEL ID NUMBERS 2735 12 3 07 801 PROJECTS ADDRESS 401 CASTEL CREEK RD PLANNER 'JENNIFER PHELAN CASE DESCRIPTION WIRELESS BROADBAND ANTENNAE REPRESENTATIVE SPRINT DATE OF FINAL ACTION 3.18.11 CLOSED BY ANGELA SCOREY ON: 3.22.12 1,0 AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE ADDRESS OPPROPERTY: h~ ~ A , Aspen, CO STATE OF COLORADO ) ) SS. County of Pitkin ) I, (name, please print) ,An,0-4- 9-1 being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: V Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen at least fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication of notice: By the publication in the legal notice section of an official Paper or a paper of general circulation in the City of Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. +, ,yc E- 1 1.- Signature The foregging "Affidavit ofNotice" was acknowledged~efore n*this 25-lay of thÂ»Gl , 201(, by /61-nÂ·-Â·"D L_ 1 i --- eugk-WITTICE WITNESS MY HAND AND OFFICIAL SEAL Of DEVELOPIAENT APPROVAL Notice is hereby giv111 to the general public of the approval of a site sptcific development plan, and the creation of a vested property right pursuant to My commission expires: 3~(6-~13 the Land Use Code ot the City of Aspen and Title ~ 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: Parcel C, the Aspen Valley Hospital District Subdi- G.4 buk -fadE ,-6-An vision, also known as 401 Castle Creek Road, As- pen, Colorado, 81611, by order of the Community Development Director on June 17,2011. The Notary Public 1 Applicant, the Aspen Valley Hospital District I represented by Sprint received approval for wireless telecommunication equipment to be temporarily relocated during the expansion and * redevelopment 01 the hospital and to then be permanently located on the site. For further intormation contact Jennifer Phelan, at the City of ATTACHMENTS: Aspen Community Development Dept. 130 S. Galena St, Aspen, Colorado (970) 920-5090. COPY OF THE PUBLICATION s/ City of Aspen Publish in The Aspen Times Weekly on July 24, | 2011 07870341 1 FICE OF APPROVAL For an Administrative Approval for the relocation of Wireless Telecommunication Equipment on the roof of 401 Castle Creek Road. Parcel ID No.: 273512307801 APPLICANT: Sprint 188 Inverness Drive South Englewood, CO 80112 REPRESENTATIVE: Jeff Keith SUBJECT & SITE OF 401 Castle Creek Road, Aspen, CO REVIEW: (Aspen Valley Hospital) SUMMARY: Sprint requests approval to temporarily relocate and then finalize a permanent location of the existing wireless equipment. Currently the hospital is proposing a renovation and expansion. Due to the construction, sprint needs to temporarily relocate its equipment onto the obstetrics wing. Final location of the antennas will be on the new second story of the hospital expansion. Due to the construction, the temporary antennas will need to be higher than typically permitted, being located on top of a screen wall as shown in sheet A-2 of the application to prevent disruption during construction. The final location and height of the antennas is noted on sheet A-4. The new antennas will be mounted onto a screen wall and be 5-6" above the roof's parapet, slightly over the 5 foot allowance in the code; however this increase can be permitted by the Community Development Director. STAFF EVALUATION: Staff determined, pursuant to Land Use Code Section 26.575.130.F.2 that painting the antenna panels to match the building suitably camouflages them. Staff finds that the review criteria, attached as Exhibit C, are met and recommends approval of the temporary location and final location of the proposed antennas and equipment. DECISION: The Community Development Director finds the Administrative Application for Wireless Telecommunication Equipment to be consistent with the review criteria (Exhibit A) and thereby, APPROVES the request with the following conditions: 1. The application complies with the regulations of the Federal Communications Commission with regard to maximum radio frequency and electromagnetic frequency transmissions. 2. The antennas will be painted to match the existing building; final height of the antennas shall not exceed 5 feet six inches above the second story roof parapet, flush with the screen wall. Page 1 of 2 3. Any lighting or signag uired by the FAA, FCC or other fede :ntity associated with the new antennas or equipment requires review and approval by the Community Development Department to confirm compliance with local regulations. 4. A structural report to determine structural capacity of the building to carry the proposed new coax and antennas is required to be submitted to the Building Department at the time of building permit application submittal. APPROVED BY: *t Et ('toll inris Bendon, Date Community Development Director Attachments: Exhibit A: Antenna details Exhibit B: Application Exhibit C: Review Criteria Page 2 of 2 I & SprintNextelleff Keith 333 Inverness Drive South Site Acquisition Consultant Together with NEXTEL Englewood, Colorado 80112 303-564-7901 Ill'll'------- ----A O 41.}tkof.'h@Msn. ceÂ¥â€ž DN33XC243 ASPEN VALLEY HOSPITAL I February 25, 2011 Jennifer Phelan, AICP RECEIVED Deputy Director \3,3 Â·4 0 1 60\1 Community Development Department me EN City of Aspen CITY or f. 130 S. Galena Street COMMUNITY DEVELOPMENT Aspen, CO 81611 Dear Jennifer This letter serves as the written description of the proposal by Sprint and the written explanation of how the existing development, temporary and future development complies with the review standards relevant to the development application. Jennifer as you know Aspen Valley Hospital is in the midst of an expansion, part of this expansion is to include the area were Sprint currently has a communication cell site facility. This application shows the existing location of the antennas and ground equipment along with a temporary location for Sprint's equipment and then the final location of Sprints equipment upon completion of the Hospital expansion project. The antennas will move on temporary poles until the final completion of the roof extension and then moved to their final position painted on the screen wall. The existing Sprint facility had been originally been approved by Pitkin County. Sprints original approval on the existing hospital and Sprints facilities on the new hospital expansion will look no different. The antennas will be flushed mounted, not to exceed higher than the wall they will be mounted to and painted to match. The ground equipment will set behind a painted screen wall on a new platform and will not be visible sitting behind the screen wall. Jennifer, for these reasons Sprint feels the design standards relevant to the development application have been met. Thank you very much for your time and consideration it seeing this project to completion. Please call with questions or comments. Respectfully, 9*KIZE Jeff Keith For Sprint ATTACHMENT 2 -LAND USE APPLICATION PROJECT: Name: L Y-(%<i,46 SFAidT 5 frE DN</Â¥52â‚¬14 \)14\LEY' [tos 6,(771 6- Location: 04 6Â£1501146 06,57-E?76/6,5 112(14& 010 irt# 54%92,~.k (Indicate street address, lot & block number, legal description wifeVibpropriate>77â€¢. Parcel ID # (REQUIRED) 040 1 OBST LE C,(cLEEk. (LE eri) ' I. . lit/-lit O1 2011 APPLICANT: CITY OF j ' Name: Gi,2 iNT -,OPEN CGWMON/3/44*7 Address: 3 5 4 311 VER,de-51 Dilve- 4,#7-if Phone #: 641>06 10,16 13 Â£10 0 002 "3 6,3 SL-4 *740/ REPRESENTATIVE: Name: -,1 E i- E *â‚¬ i T 1\ 7142 â‚¬ t*-1 14 T Address: -39 3 111 LRNGLENS /3(317 6 600714 Phone #: t 146 LE u.ooD C O 9 03 5/6 9 79 0/ TYPE OF APPLICATION: (please check all that apply): GMQS Exemption E Conceptual PUD 01 Temporary Use GMQS Allotment ~1 Final PUD (& PUD Amendment) U Text/Map Amendment Special Review ~ Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream E Subdivision Exemption (includes C] Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane U Commercial Design Review 2 Lot Split U Small Lodge Conversion/ Expansion U Residential Design Variance ~1 Lot Line Adjustment U Other: U Conditional Use EXISTING CONDITIONS: (description ofexisting buildings, uses, previous approvals, etc.) <fLINT \An; cy{Sr(jUG> A-(4 TEN-Ild IA S # 64?utfA/lE}V T- 0,\1 7-MÂ·â‚¬ fe,)002 golu -1-(4â‚¬ ANTE,14+48 % u.,i Le BE Atted), TE TE#11 feie,wly urW+T724 EvANG' derfillt:LVE,0,4. PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) URA Oadtrtteurictq Â£~Fli,(60,-T)}t ComPLâ‚¬-TE 52(i#T-litoots â‚¬40,~ pied,u r D,1 u]6'U i?(001Â¥(82Â£-lk Bil\,i.(1 5ereek IUL'll 4 0-ACE (414 764*AS uN td< 10 CÂ¥4'kEK/247Â£=Â· Have you attached the following? FEES DUE: $ 739 â‚¬52 Effie-Application Conference Summary EF Attachment # 1, Signed Fee Agreement ~3 Response to Attachment #3, Dimensional Requirements Form U Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards U 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. mnmm ~30! CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENÂ¥49 01 2011 Agreement for Payment of City of Aspen Development Application CITY OF AO gpEN 0101MUNITY DEVELOPMENT CITY OF ASPEN (hereinafter CITY) and 5-2 R *1 -r (hereinafter APPLICANT) AGREE AS FOLLOWS: APPLICANT has submitted to CITY an application for , ter laâ€ž1.16 6%1471,46 1)LATFÂ©Mil, # 52 4266-24 tuAa.4 1~ Atek, A,+TFhee--4 515Â£66,4 (hereinafter, THE PROJECT) EL-/ALLS 2. APPLICANT understands and agrees that the City of Aspen has an adopted fee structure for Land Use applications and the payment of all processing fees is a condition precedent to a determination of application completeness. 3. APPLICANT and CITY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT and CITY further agree that it is in the interest of the parties that APPLICANT make payment of an initial deposit and to thereafter permit additional costs to be billed to APPLICANT on a monthly basis. APPLICANT agrees additional costs may accrue following their hearings and/or approvals. APPLICANT agrees he will be benefited by retaining greater cash liquidity and will make additional payments upon notification by the CITY when they are necessary as costs are incurred. CITY agrees it will be benefited through the greater certainty of recovering its full costs to process APPLICANT'S application. 4. CITY and APPLICANT further agree that it is impracticable for CITY staff to complete processing or present sufficient information to the Historic Preservation Commission, Planning and Zoning Commission and/or City Council to enable the Historic Preservation Commission, Planning and Zoning Commission and/or City Council to make legally required findings for project consideration, unless current billings are paid in full prior to decision. 5. Therefore, APPLICANT agrees that in consideration of the CITY's waiver of its right to collect full fees prior to a determination of application completeness, APPLICANT shall pay an initial deposit in the amount of $ 735-CG which is for 9 hours of Community Development staff time, and if actual recorded costs exceed the initial deposit, APPLICANT shall pay additional monthly billings to CITY to reimburse the CITY for the processing of the application mentioned above, including post approval review at a rate of $245.00 per planner hour over the initial deposit. Such periodic payments shall be made within 30 days of the billing date. APPLICANT further agrees that failure to pay such accrued costs shall be grounds for suspension of processing, and in no case will building permits be issued until all costs associated with case processing have been paid. C[TY OF ASPEN APPLICANT By: By: S 2/2,141- VIA 552*F KE/TW Chris Bendon Community Development Director Date: 1-1.5-Il Billing Address and Telephone Number: 3-361A-vfrneÂ» DigALÂ£ SO.,Te 81#51<-06.4 'Ce 801/1 393 504 19(2 1 161 ..1-LCIVED ATTACHMENT 3 MAR O1 2011 DIMENSIONAL REQUIREMENTS FORM ITY Of +:ar Project: PS 04 080(10â‚¬ 14Â£)se ( TAL COMMUNITY DEVEl Of,;;itr Applicant: 5 2Â¢4141- Location: f *,t'r, I*, Â£905 TEr-FAE.) f /,t'ilâ‚¬- FHNEZ, _SC,cke,t tu#Â£6 Zone District: Lot Size: Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed: Number of residential units: Existing: Proposed: Number of bedrooms: Existing: Proposed: Proposed % of demolition (Historic properties only): DIMENSIONS: , ile/f Floor Area: Exi:sting: '~0-7.54 Allowable: proposed: 2,01, 96 '4-1"- Principal bldg. height: Existing: Allowable: Proposed: Access. bldg. height: Existing.- Allowable: Proposed: On-Site parking: Existing: Required: Proposed: % Site coverage: Existing: Required: Proposed- % Open Space: Existing: Required: Proposed. Front Setback: Existing: Required: Proposed. Rear Setback: Existing: Required: Proposed. Combined F/R: Existing: Required: Proposed: Side Setback: Existing: Required: Proposed: Side Setback: Existing: Required: Proposed: Combined Sides: Existing: Required: Proposed: Distance Between Existing Required: Proposed: Buildings Existing non-conformities or encroachments: Variations requested: 4lM CITY OF ASPEN Rt Ct j VED PRE-APPLICATION CONFERENCE SUMMARY WAR 0 1 2011 PLANNER: Drew Alexander, 970.429.2739 WAÂ¥69202/1841 le PROJECT: Sprint Antenna Relocation for AVH COMMUNITY DEVELOPMENT REPRESENTATIVE: Jim Keith, 303.564.7901 TYPE OF APPLICATION: Wireless Telecommunication Services Facilities and Equipment DESCRIPTION: The prospective applicant plans to submit an application for Wireless Telecommunication Services Facilities and Equipment for the Aspen Valley Hospital (AVH) renovation project. The applicant, Sprint, has existing services on the hospital structure, and would like to relocate to the new platform once completed. It must be displayed in the application that the proposed equipment is no higher than the mechanical equipment approved for the AVH project. Wireless telecommunications applications are an administrative review. No public notice is required. Below is a link to the Land Use application Form for your convenience. http://www.aspenpitkin.com/pdfs/depts/41/landuseappform.pdf Below is a link the Land Use Code for your convenience: http://www.aspenpitkin.com/Departments/Community-DevelopmenUPIanning-and-Zoning/Title-26- Land-Use-Code/ Land Use Code Section(s) 26.304 Common Development Review Procedures 26.575.130 Wireless telecommunications services facilities and equipment Important sections to meet: 26.575.130 D-F Review by: Community Development Staff for complete application Public Hearing: Not required Planning Fees: Administrative Review: $735 for Community Development Administrative review. This includes three (3) hours of staff time. Additional staff hours, if needed, will be billed at $245 per hour. Total Deposit (P&Z): $735 ~ ~ Total Number of Application Copies: 2 ~ j To apply, submit the following information ~|1 \j 1-41 Total Deposit for review of application. 1 1 6 Pre-application Conference Summary. , v, Applicant's name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number of the representative authorized to act on behalf of the applicant. [S~ Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. If the property is condominiumized a letter from the HOA is required. [-Â¢~ A site plan depicting the proposed layout and the project's physical relationship to the land and its surroundings. [4-1 Completed Land Use application and signed fee agreement. E-~ An 8 1/2" x 11" vicinity map locating the subject parcels within the City of Aspen. r-'U|1 A written description of the proposal and a written explanation of how a proposed development complies with the review standards relevant to the development application (Â§26.575.130 D-F). [J~ Elevation drawings or "before and after" photographs/drawings simulating and specifying the location and height of antennas, support structures, transmission building(s) and/or other accessory uses, fences, and signs. M Structural integrity report or letter clarifying the installation and support program for the proposed wireless telecommunication equipment. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. RECEIVED MAR O 1 2011 CITY OF ASPEN COMMUNITY DEVELOPMENT Sprint ) Bc/91]611# 1 At' 47 f 1,1-3 - \ - .a~ D.2 Boun, Together with NEXTEL mÂ«La#oca cO.0. , , PRNECT INFORMATL. ASPEN VALLEY HOSPITAL * ~jg:on,munity,33'rien + , 0 â€¢' * *~ * 1. 0401 CASnI CREEK RD DN33*(243 i ASPEN, CO 81611 1 1 447 i i, Pm<IN COUNTY - ALL INFORMATION TAKEN ~'CURRENT ISSUE El.... 1 -~1 MAPPING (GISMO) 1/26/11 FROM ASPENPITKIN GIS 1,40% S Li pSSUED H - i 27- ,REV COATE'-OESCRAPnoN,==sâ€¢rf i ZONING 1 la * , Â·L@0~ ~ 10/25/10 ZONING 4 10/29/10 ZONING r 1 f 0 / /=4 0 V. 8 \ g 1/26/11 REV ZONtNG KS ca:11Pb: ~ r Cal \ / I Xy-- A ' 273~ 1108 ~ A ~PLANS PREPARED ur SPRINT ~ __w,Exil lurna EQUIPM . ...0..% ,-4 1 .78515%%/1"6ilib *... cr, 1 - 1 :U::I:*-*= , -2 Consultants, Inc. . PLATFORM . S INT/NaffEL.~ ftÂ·Â·. GOLDEN, CO 80401 13969 W. 1ST AVE. P:303-325-5606 F:303-325-562g APPROXIMATE tm1 80Â® PROPER1Y UNE + t)j F i WN BY:~K.:~=rÂ·:==< I - L Ks |IR |KS J p-ICENSURE:- f t:Â·.Â· 1 r-4 Tijf El 1 aces S < 04 , 0 a <pl, t 8 SHEET m,. ./. is PROPERTY PLAN . 30- St SO.LES SET FOR A 24-*36- 7 S:ZE 9â‚¬Er 47:zoo . 1 G#$ ,SHEET NI - 1 *Wil>N. AA 2.,AN . th. 1 Cl I. American Land Title Association Commitment - 1982 TITLE INSURANCE COMMITMENT BY stewart 1- -- . title guaranty company Order Number: 45626 We agree to issue policy to you according to the terms of the Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-I. The Exceptions in Schedule B-II. The Conditions on Page 2. This Commitment is not valid without SCHEDULE A and Sections I and II of SCHEDULE B. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. stewart . tite cluar......0'~10110' A1 Chairman Ot the |Board ~ <4 Lffi j.l-foido President 15.. 1908 ;C# \4.27:(7 Countersigned: Authorized Countersignature Stewart Title of Colorado, Inc. - Aspen Division 620 East Hopkins Avenue Aspen, CO 81611 (970) 925-3577 Order Number: 45626 Page 1 of 2 Commitment Â· 235 W/O Disclosure CONDITIONS 1. DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that five constructive notice of matters affecting your title - according to the state statutes where your land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to shown them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF LIABILITY Our only obligation is to issue to you the policy referred to in this Commitment when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: Comply with the Requirements shown in Schedule B - Section I. or Eliminate with our written consent any Exceptions shown in Schedule B - Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment Order Number: 45626 Page 2 0 f 2 Commitment - 235 W/0 Disclosure COMMITMENT FOR TITLE INSURANCE SCHEDULE A Effective Date: December 21,2006 at 7:30 a.ni. Order Number: 45626 1. Policy or Policies To Be Issued: ( X ) ALTA (1992) Owner's Policy Amount: TO BE DETERMINED ( X ) Standard ( ) Extended Premium: 2. Proposed Insured: To Be Determined ( ) ALTA 1992 Loan Policy Amount: ( ) Standard ( ) Extended Premium: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to the estate or interest in said land is at the effective date hereof vested in: Aspen Valley Hospital District, a Colorado Special District 5. The land referred to in this Commitment is described as follows. See "Exhibit A" attached hereto Title Examiner: Chuck Dom E-mail: chuck.dom@stewart.com Escrow Officer: Title Only E-mail: Statement of Charges: Policy premiums shown above, and any charges shown below are due and payable before a policy can be issued. Standard Rate Search Fee $ 200.00 EXHIBIT A LEGAL DESCRIPTION Order No.: 45626 Parcel 1: Parcel C, THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, according to the Plat thereof recorded August 30, 1989 in Plat Book 23 at Page 34 as Reception No. 314687. Parcel 2: Lot 2 of Parcel A, THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, according to the Plat thereof recorded August 30, 1989 in Plat Book 23 at Page 34 as Reception No. 314687 and Amendment thereto recorded July 25, 1991 in Plat Book 27 at Page 6 as Reception No. 344895. COUNTY OF PITKIN, STATE OF COLORADO. SCHEDULE B - Section 1 REQUIREMENTS Order Number: 45626 The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to wit: SCHEDULE B - Section 2 EXCEPTIONS Order Number: 45626 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires o f record for value the estate or interest or mortgage thereon covered by this commitment. 6. Unpatented mining claims; reservations or exceptions in patents, or an act authorizing the issuance thereof; water rights, claims or title to water. 7. Any and all unpaid taxes and assessments and any unredeemed tax sales. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 8. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patents recorded December 3, 1892 in Book 55 at Page 35, and recorded June 16,1894 in Book 55 at Page 45. 9. Easement and right of way for the purpose of installing, using and maintaining a water transmission line as set forth in instrument recorded January 28, 1966 in Book 218 at Page 385, and in instrument recorded November 10, 1981 in Book 417 at Page 220 as Reception No. 237049. 10. Easement and right of way for the purpose of a communication system, as granted to the Mountain States Telephone Co. by Frank Marolt, Jr., in instrument recorded December 11, 1929 in Book 162 at Page 172. 11. Terms, conditions, obligations, restrictions, limitations, reservations and easements as contained and set forth in Warranty Deed recorded October 28, 1975 in Book 304 at Page 723. 12. A strip of land 5 feet wide on each side of a centerline being for the purpose of a sewer line or lines as set forth in instrument recorded April 13,1976 in Book 310 at Page 716 and as set forth in Easement Agreement recorded May 10, 1976 in Book 311 at Page 678. 13. Permanent Easements as granted to the City of Aspen as set forth in instruments recorded November 10, 1981 in Book 417 at Page 221 as Reception No. 237050 and recorded November 10,1981 in Book 417 at Page 222 as Reception No. 237051. 14. Terms, conditions, obligations, provisions and easements of Easement Agreement as set forth in instrument recorded January 28, 1982 in Book 420 at Page 552 as Reception No. 238661. 15. Terms, conditions, obligations and provisions of Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting a Rezoning of the Aspen Valley Hospital Property from AF-2 PUD, Growth Management Exemption for Essential Community Facilities and Special Review Approvals for the Construction of an Approximately 3,000 Square Foot Physical Therapy Expansion Resolution No. 87-81, as set forth in instrument recorded February 23, 1988 in Book 557 at Page 620 as Reception No. 297700. 16. Terms, conditions, obligations and provisions of an Ordinance of the Board of County Commissioners of Pitkin County, Colorado, Approving an Intergovernmental Agreement with the Aspen Valley Hospital District to Provide a Health and Human Services Campus at the Aspen Valley Hospital, Establishing a Master Planning Process, and Authorizing a Land Exchange, Ordinance No. 88-16, as set forth in instrument recorded May 23, 1989 in Book 593 at Page 135 as Reception No. 311756. 17. Underground right of way Easement granted unto Holy Cross Electric Association Inc., as set forth in instrument recorded July 6, 1989 in Book 596 at Page 987 as Reception No. 313137. 18. Terms, conditions, obligations and provisions of Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting Approval for the Aspen Valley Hospital Master Plan, Resolution No. 89-79, as set forth in instrument recorded August 24, 1989 in Book 600 at Page 270 as Reception No. 314457. 19. Permanent Easement granted unto the City of Aspen as set forth in instrument recorded April 3,1990 in Book 617 at Page 390 as Reception No. 321414. 20. Easements granted unto the Aspen Consolidated Sanitation District, a quasi-municipal corporation of the State of Colorado as set forth in instruments recorded April 3, 1990 in Book 617 at Page 465 as Reception No. 321447, and recorded April 3,1990 in Book 617 at Page 466 as Reception No. 321448 and re-recorded April 4,1990 in Book 617 at Page 558 as Reception No. 321475. 21. Terms, conditions, obligations and provisions of Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting a Master Plan Amendment Approval to the Aspen Valley Hospital District, Resolution No. 92-11 as set forth in instrument recorded April 30,1992 in Book 676 at Page 259 as Reception No. 344179. 22. Terms, conditions, obligations and provisions of Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting Approval to the Aspen Valley Hospital Master Plan Amendment, and GMQS Exemption for 14,500 Square Feet of Interior Remodeling and Construction of a 5,500 Square Foot Expansion to the Existing Hospital Building, Resolution No. 96-285 as set forth in instrument recorded October 25, 1996 as Reception No. 398331; and Resolution of the Board of County Commissioners of Pitkin County, Colorado, Amending the Conditions of Resolution No. 96-285 Regarding the Allowed Square Footage for an Expansion of Aspen Valley Hospital, Resolution No. 97-82 recorded May 8,1997 as Reception No. 404232. 23. Terms, conditions, obligations and provisions of Ordinance of the Board of County Commissioners of Pitkin County, Colorado, Amending the Pitkin County Land Use Code by Adding a New Section 3-150.145 ""Essential Accessory Uses to Existing Government or Non-Profit Essential Community Facilities"" and Repeating and Re-enacting Section 3- 150.130 ""Metro and Non-Metro Area GMQS Exemptions'" Ordinance No. 97-34 as set forth in instrument recorded October 14,1997 as Reception No. 409421. 24. Underground Right of Way Easement granted unto Holy Cross Electric Association Inc., as set forth in instrument recorded February 4, 1992 in Book 668 at Page 625 as Reception No. 341273. 25. Terms, conditions, obligations. provisions and easements of Nordic Trail Easement Agreement as set forth in instrument recorded November 3,1995 in Book 798 at Page 533 as Reception No. 387008. 26. Easements, rights of way and other matters as shown and contained on Plats of the subject property recorded in Plat Book 23 at Page 34, in Plat Book 27 at Page 6, in Plat Book 39 at Page 62 and in Plat Book 42 at Page 75. 27. Terms, conditions, obligations and provisions of Ordinance No. 30 (Series of 2003), An Ordinance of the City Council of the City of Aspen, Colorado, Approving the Annexation of Certain Territory to the City of Aspen, Colorado, to be Known and Designated as the "Aspen Valley Hospital District Annexation" as set forth in instrument recorded December 24,2003 as Reception No. 492818. 28. Easements, rights of way and other matters as shown and contained on Aspen Valley District Annexation to the City of Aspen recorded July 26, 2005 in Plat Book 74 at Page 73 as Reception No. 512823. NOTE: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title of Aspen, Inc. conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender's Policy when issued. NOTE: Policies issued hereunder will be subject to the terms, conditions, and exclusions set forth in the ALTA 1992 Policy form. Copies of the 1992 form Policy Jacket, setting forth said terms, conditions and exclusions, will be made available upon request. DISCLOSURES Pursuant to C.R.S. 10-11-122, notice is hereby given that: A. The subject real property may be located in a Special Taxing District; B. A Certificate of Taxes due listing each taxing jurisdiction shall be obtained form the County Treasurer or the County Treasurer's authorized agent; C. Information regarding Special Districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title of Colorado, Inc. - Aspen Division conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender's Title Policy when issued. Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment form the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's and materialmen's liens. D. The Company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactory to the company; and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVDE ANY OF THE COVERAGES REFERRED TO HEREIN UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. File Number: 45626 Stewart Title of('olotÂ·ado, Inc. - Aspen Division Disclosures Page 1 of I PRIVACY POLICY NOTICE PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title of Colorado, Inc. - Aspen Division and Stewart Title Guaranty Company We may collect nonpublic personal information about you from the following sources: â€¢ Information we receive from you, such as on applications or other forms. â€¢ Information about your transactions we secure from our files, or from our affiliates or others. â€¢ Information we receive from a consumer reporting agency. â€¢ Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: â€¢ Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. â€¢ Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. File Number: 45626 Stewart Title of Colorado, Inc. - Aspen Division Privacy Policy Notice Page 1 of 1 Ij 0 1 A S P E N VALLEY f fH OSPITAL 0401 CASTLE CREEK ROAD ASPEN, COLORADO 81611 To whom it may concern, This letter will serve as authorization for Sprint to apply for a land use permit for a wireless facility at 401 Castle Creek Road, Aspen Colorado 81611. All questions should be directed to Stephen Selby at Aspen Valley Hospital. Thankyou. Stephen DN: cn=Stephen Selby, o=Aspen Valley Digitally signed by 5tephen Selby Hospital. ou=Facilities, Selby Date:2011.03.24 09:19:21 -06'00 email=,selby@aspenhospital.org, c=US Stephen Selby Asst. Director of Facilities Mgmt. Aspen Valley Hospital ph. 970-544-1379; 970-544-1159 fax 970-544-1588 selst@avhaspen.org Sprint Sprint - Network Supplier Performance Management RECEIVED Mailstop: KSOPHD0204 - 2D579 6220 Sprint Parkway MAR O1 2011 Overland Park, KS 66251 CITY Op r..becN COMMUNITY DEVELOPMENT RE: Sprint Ericsson Management Association To Whom It May Concern: In September of 2009 Sprint Nextel (Sprint) entered into a contractual arrangement with Ericsson Services, Inc (Ericsson) to perform certain management functions pertaining to the acquisition of new sites and installation of new facilities for its wireless telecommunications network. Pursuant to that agreement, Sprint has authorized Ericsson's site development managers to act as a representative of Sprint in the performance of all field activities in this regard, including the authority sign site lease agreements, amendments and other documents necessary to complete these real estate development projects. Please be advised that Ericsson has contractually agreed to adhere to all the applicable Sprint and customer security policies and confidentially commitments, and that Ericsson is committed to, and maintains high confidentiality standards of its own. We can, therefore, assure you that the services provided in these matters will be delivered with the same level of care and professionalism as though Sprint were performing these functions through its own employees. Thank you very much for your acceptance of Sprint's representative, Ericsson Services Inc. Sincerely, Crai_FL-\- ,~. C /L ,41,/1.-,(-3 on behalf of John Harrison, Vice President Network Performance Management Zuma Consultants, inc. CI 13969 W. 1 st Ave. Golden CO 80401 P: 303-325-5606 F: 303-325.5629 Structural Analysis Site Name: Aspen Valley Hospital Site Number: DN33XC243 For: Sprint/Nextel 333 Inverness Dr. South Englewood, CO 80112 Date:8/10/10 *00~ Zuma Consultants Inc 13969 W. Ist Ave., Golden, CO 80401 0- P: (303) 325-5606 F: (303) 325-5629 August 10, 2010 Brett Pfleger Sprint RE: DN33XC243 "Aspen Valley Hospital" Structural Design Dear Mr. Pfleger: Zuma Consultants performed a structural review for a new platform at the above referenced site. The new Sprint platform shall be placed on the roofofthe Obstetrics Addition approximately centered on column line BB in between column lines 13.1 & 15.5. The platform will have the following specifications: 1. 10'x20' platform with W12x26 main supports beams - one each side with W10x15 cross beams and 1 -1/4" bar grating. The platform will be supported by the W24x84 roof beams along column lines 13.1 & 15.5 with 4" tube steel posts. 2. The bottom of the beams will be 2'-6" above the roof surface to avoid any snow drifting. 3. The 6' screen wall will be framed with 2-1/2" tube steel posts with 1.5" type B decking as the screen wall material. 4. The Sprint equipment load is up to (5) cabinets with a total weight of 10,000 lbs. 5. The roof was analyzed for a 75 psf snow load and a 17 psf dead load per the original plans. A simultaneous snow load on the roof and platform was analyzed for one load case. 6. A wind load of 32 psfwas used to analyze the screen wall, The existing roof beams can safely carry the new Sprint equipment and platform. The existing columns and foundations were not analyzed. See the attached output for load combinations, deflections and reactions. Final design plans will include all the construction details needed for the platform. Please contact us with any questions. Sincerely, e Khristopher Scott, PE ~0*-'.Â· AU6 1 0 2010 O 9 *97 99 2 NY Ny Exy ./ HEERYÂ·HLM Idesign 'Â·..,4 F. e. .* KYÂ·y ,/4Â·* 1 4-, I 2-,7 -0- H.fy*,.T.&-nc 0201Â¢â€¢ar-*** i tr'.. I 1 9, 81 1 1 '-Ill ; p 4 , ti m# 9 . 1 1 1 i,t~61 tx 1 , = 1 =Uh J 1 1 P .1 Ayrs. ~1--. i Zrk-;]E 1.0. 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ME = ' G le, 64-1 1 104=/2.:Ad f liapÂ£99~21.%1&1 . 1.2464 r- 1 r ** 1 1 ,-i , 2/04 1 1 (406 4 1 MA S F E M VILLEY ~HOSPITAL 1 /-1-PU 0 24LWC' 2,0.26 OBSTETRICS ADDITION/EXPANSION be- 3 h 11.- WA'. 44' 2 F 0528403 1 1 'n --=a , 1 e r~*we = --4 2 1:J:~ CUL UCK u 1 193** 1 1 'U,Ce 3.,0 2â€¢Uâ€¢oa Ike 4 1 Consultants w'<tio r x 12111 Structural \ r '.... 1 Incorporated â€ž . 164Â· , 1 ' ErmÂ·-,61 [9-0,4,1.1 1 10 - I.* +I I ..1 'All t K 41 r\ ./ 6 1 UP.4. I b :CufÂ» 16.1 -L.-- .........---- ---1- .11.- *- , Wâ€žâ€ž 17=521--9 ... 1:'Amme=L. - ' h I :Liweye; 1 -li-Â£ :... , i ?i. 1 il Z UN /06, 17441.-T C . & ca 1.-1 .... -.0,~ CCUSTRUCTiON 2- lijA g 8 - a. Â¥ A OCNST,**moN Po?*E NTS .... A COâ€¢ISTRuCDON.FlkFSET .... CEs,cÂ·No~age-T _ _ &*. i $ mâ€¢. ' / 14'7â€¢'Gr)Â·elhKâ€¢,- (la 'P 1,19 . 2-1 -- ---1 =---uJR) g. , . ...u câ€¢ I ..4~ re 0 -ZI/Zit -Il- I ' il'.....' .Uâ€¢J~.c . ' 1,-t 9 f 1 11 1 212 1 1.8 | 4=4â„¢14 1 2 y 9 I IR i 1 1 i :1 7:# 15 1 0.-1 1: ah-, t.Â» 5 7 L-- FUM+~TH Â· . 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IÂ·/ 4Â·. 4./ Â· Job No Sheet No Rev DN33XC243 40 Part Platform Software licensed to 1 .Job Title Aspen Valley Hospital Ref By KJS Date~9 Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09.Aug-2010 22:00 //7354 2%1 -1-9- - iÂ«~~Â«7~511Â» 1 11-3,2%% ,~- ~r.2 -â‚¬Ek- cs..&62<S 6</â‚¬1 1 11Â«5319->---0--1131< 1 Â«--/3-39-:63*krL,9-- \1 /-//)\\ I.-39>1--lvk,/ ///Â»/-///-//- .- i a 9 Whole Structure Print Time/DaÂ·p 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 40 of 40 Job No Sheet No Rev DN33XC243 1 : Software !icensed to 1 Part platform ~ Job Title Aspen Valley Hospital Ref By KJS Dateog-Aug-10 Chd Client Sprint File DN33XC243.std Datefrime 09_Aug-2010 22'00 Job Information Engineer Checked Approved Name: KJS Date: 09-Aug-10 Structure Type SPACE FRAME Number of Nodes 89 Highest Node 89 Number of Elements 146 Highest Beam 146 Number of Basic Load Cases 6 Number of Combination Load Cases 5 1 Included in this printout are data for: All The Whole Structure ' Included in this printout are results for load cases: Type UC Name Primary 1 DEAD Primary 2 SNOW Primary 3 SNOW PLATFORM Primary 4 WIND X Primary 5 WIN D Z 1 Primary 6 SPRINT CABINET Combination 7 1.2D 1.63 .8WX Combination 8 1.2D l.63 .8WZ Combination 9 1.20 1.6WX .53 Combination 10 1.2D 1.6WZ .53 Combination 11 DOUBLE SNOW WITH WIND Z Pr:nt Time/Date: 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 1 of 40 DN33XC243 2 Job No Sheet No Rev Pad Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref By KJS Dategg Aug-10 Chd Client Sprint Date/Time 09-Aug-2010 22.00 File DN33XC243.std Nodes Node X Y Z (ft) (ft) (ft) 1 17.382 -1.000 -36.248 2 25.194 -1,000 -36.248 3 33.007 -1.000 -36.248 ' 4 40.819 -1.000 -36.248 5 48.632 -1.000 -36.248 6 17.382 -1.000 -31.748 7 25.194 -1.000 -31.748 8 33.007 -1.000 -31.748 9 40.819 -1.000 -31.748 10 48.632 -1.000 -31.748 11 17.382 -1.000 -26.748 12 25.194 -1.000 -26.748 13 33.007 -1.000 -26.748 14 40.819 -1.000 -26.748 15 48.632 -1.000 -26.748 16 17.382 -1.000 -21.748 17 25.194 -1.000 -21.748 18 33.007 -1.000 -21.748 19 40.819 -1.000 -21.748 20 48.632 -1.000 -21.748 21 17.382 -1.000 -16.748 22 25.194 -1.000 -16.748 23 33.007 -1.000 -16.748 24 40.819 -1.000 -16.748 25 48.632 -1.000 -16.748 26 17.382 -1.000 -11.748 27 25.194 -1.000 -11.748 28 33.007 -1.000 -11.748 29 40.819 -1.000 -11.748 30 48.632 -1.000 -11.748 31 17.382 -1.000 -7.248 32 25.194 -1.000 -7.248 33 33.007 -1.000 -7.248 34 40.819 -1.000 -7.248 35 48-632 -1.000 -7.248 36 17.382 -1.000 -24.748 Print Time/Date 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 2 of 40 Job No Sheet No Rev DN33XC243 3 PaM Platform Software licensee to 1 Job Tille Aspen Valley Hospital Ref By KJS Date09 Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Nodes Cont... Node X Y Z m) (ft) (ft) 37 17.382 1.500 -24.748 38 17.382 -1.000 -14.748 39 17.382 1.500 -14.748 40 48.632 -1.000 -14.748 41 48.632 1.500 -14.748 42 48.632 -1.000 -24.748 43 48.632 1.500 -24.748 44 23.007 1.500 -14.748 45 27.007 1.500 -14.748 46 31.007 1.500 -14.748 47 35.007 1.500 -14.748 48 39-007 1.500 -14.748 49 43.007 1.500 -14.748 50 23.007 1.500 -24.748 51 27.007 1.500 -24.748 52 31.007 1.500 -24.748 53 35.007 1.500 -24.748 54 39.007 1.500 -24.748 55 43.007 1.500 -24.748 56 23.007 1.500 -19.748 57 27.007 1.500 -19.748 58 31.007 1.500 -19.748 59 35.007 1.500 -19.748 60 39.007 1.500 -19.748 61 43.007 1.500 -19.748 62 23.007 7.500 -14.748 63 27.007 7.500 -14748 64 31.007 7.500 -14.748 65 35.007 7.500 -14.748 66 39.007 7.500 -14.748 67 43.007 7.500 -14.748 68 23-007 7.500 -24.748 69 27.007 7.500 -24.748 70 31.007 7.500 -24.748 71 35.007 7.500 -24.748 72 39.007 7.500 -24.748 Print Time/Date. 09/08/2010 22:01 STAAD/Pro for Windows Release 2000 Print Run 3 of 40 DN33XC243 4 Job No Sheet No Rev ; Pan latform Softv,Bre licensed to 1 ' Job Title Aspen Valley Hospital Ref By KJS Dat e09-Aug-10 Chd Client Sprint File DN33XC243.std Datefrime 09-Aug-2010 22:00 Nodes Cont... Node X Y Z (ft) (ft) (ft) 73 43.007 7.500 -24.748 74 23.007 7.500 -19.748 75 43.007 7.500 -19.748 76 23.007 4.500 -14.748 77 27.007 4.500 -14.748 78 31.007 4.500 -14.748 79 35.007 4.500 -14.748 80 39.007 4.500 -14.748 81 43.007 4.500 -14.748 82 23.007 4.500 -24.748 83 27.007 4.500 -24.748 84 31.007 4.500 -24.748 85 35.007 4.500 -24.748 86 39.007 4.500 -24.748 87 43.007 4.500 -24.748 88 23.007 4.500 -19.748 89 43.007 4.500 -19,748 Beams Beam Node A Node B Length Property B (ft) <degrees) 1 1 2 7.813 1 0 2 2 3 7.812 1 0 3 3 4 7.813 1 0 4 4 5 7.81310 5 6 7 7.813 1 0 6 7 8 7.812 1 0 7 8 9 7.813 10 8 9 10 7.813 1 0 9 11 12 7.813 1 0 10 12 13 7.812 1 0 11 13 14 7.813 1 0 12 14 15 7.813 1 0 13 16 17 7.813 1 0 14 17 18 7.81210 i Print Time/DateÂ· 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 4 of 40 Job No Sheet No Rev DN33XC243 5 Software licensed to 1 Part Platform Job Title Aspen Valley Hospital Ref By KJS Dattg-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Beams Cont... Beam Node A Node B Length Property B (ft) (degrees) 15 18 19 7.813 1 0 16 19 20 7.813 1 0 17 21 22 7.813 1 0 18 22 23 7.812 1 0 19 23 24 7.813 1 0 20 24 25 7.813 1 0 21 26 27 7.813 1 0 22 27 28 7.812 1 0 23 28 29 7.813 1 0 24 29 30 7.813 1 0 25 31 32 7.813 1 0 26 32 33 7.812 1 0 27 33 34 7.813 1 0 28 34 35 7.813 1 0 29 31 26 4.500 2 0 30 26 38 3.000 2 0 31 21 16 5.000 2 0 32 16 36 3.000 2 0 33 11 6 5.000 2 0 34 6 1 4.500 2 0 35 35 30 4.500 2 0 36 30 40 3.000 2 0 37 25 20 5.000 2 0 38 20 42 3.000 2 0 39 15 10 5.000 2 0 40 10 5 4.500 2 0 41 36 37 2.500 3 0 42 38 39 2.500 3 0 43 40 41 2.500 3 0 44 42 43 2.500 3 0 45 39 44 5.625 4 0 46 44 45 4.000 4 0 47 45 46 4.000 4 0 48 46 47 4.000 4 0 49 47 48 4.000 4 0 50 48 49 4.000 4 0 Print Time/Date 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 5 0140 Job No Sheet No Rev DN33XC243 6 1 Pan Platform Software licensed 10 1 1 Job Title Aspen Valley Hospital Ref By KJS Datts-Aug-10 Chd i Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Beams Cont... Beam Node A Node B Length Property 13 (ft) (degrees) 51 49 41 5,625 4 0 52 37 50 5.625 4 0 53 50 51 4.000 4 0 54 51 52 4.000 4 0 55 52 53 4.000 4 0 56 53 54 4.000 4 0 57 54 55 4.000 4 0 58 55 43 5.625 4 0 59 44 56 5.000 5 0 60 56 50 5.000 5 0 61 45 57 5.000 5 0 62 57 51 5.000 5 0 63 46 58 5.000 5 0 64 58 52 5.000 5 0 65 47 59 5.000 5 0 66 59 53 5.000 5 0 ' 67 48 60 5.000 5 0 68 60 54 5.000 5 0 69 49 61 5.000 5 0 70 61 55 5.000 5 0 71 62 63 4.000 6 0 72 63 64 4.000 6 0 73 64 65 4.000 6 0 74 65 66 4.000 6 0 75 66 67 4.000 6 0 76 68 69 4.000 6 0 77 69 70 4.000 6 0 78 70 71 4.000 6 0 79 71 72 4.000 6 0 80 72 73 4.000 6 0 81 62 74 5.000 6 0 82 74 68 5,000 6 0 83 67 75 5.000 6 0 84 75 73 5.000 6 0 85 76 77 4.000 6 0 ; 86 77 78 4.000 6 0 Print Time/Date 09/08/2010 22.0- STAAD/Pro for Windows Release 2000 Print Run 6 of 40 DN33XC243 7 Job No Sheet No Rev Software licensed to 1 Part platform Job Title Aspen Valley Hospital Ref By KJS Date~9 Aug-10 Chd Client Sprint Fire DN33XC243.std Date/Time 09-Aug-2010 22:00 Beams Cont... Beam Node A Node B Length Property [3 (ft) (degrees) 87 78 79 4.000 6 0 88 79 80 4.000 6 0 89 80 81 4.000 6 0 90 82 83 4.000 6 0 91 83 84 4,000 6 0 92 84 85 4.000 6 0 93 85 86 4.000 6 0 94 86 87 4.000 6 0 95 76 88 5.000 6 0 96 88 82 5.000 6 0 97 81 89 5.000 6 0 98 89 87 5.000 6 0 99 44 76 3.000 6 0 : 100 76 62 3.000 6 0 101 45 77 3.000 6 0 102 77 63 3.000 6 0 103 46 78 3.000 6 0 104 78 64 3,000 6 0 105 47 79 3.000 6 0 106 79 65 3.000 6 0 107 48 80 3.000 6 0 108 80 66 3.000 6 0 109 49 81 3.000 6 0 110 81 67 3.000 6 0 111 61 89 3000 6 0 112 89 75 3.000 6 0 113 55 87 3.000 6 0 114 87 73 3.000 6 0 115 54 86 3.000 6 0 116 86 72 3.000 6 0 117 53 85 3.000 6 0 118 85 71 3.000 6 0 119 52 84 3.000 6 0 120 84 70 3.000 6 0 121 51 83 3.000 6 0 122 83 69 3000 6 0 Print Time/Date: 09/08/2010 22 01 STAAD/Pro for Windows Release 2000 Print Run 7 of 40 DN33XC243 8 Job No Sheet No Rev Part Platform Software licensed to 1 ~ Job Title Aspen Valley Hospital Ref By KJS Datqlg.Aug-10 Cnd ~ Client Sprint Ale DN33XC243.std Date/Time 09-Aug-2010 22:00 Beams Cont... ' Beam Node A Node B Length Property B (ft) (degrees) 123 50 82 3.000 6 0 124 82 68 3.000 6 0 125 56 88 3.000 6 0 126 88 74 3.000 6 0 127 50 57 6.403 7 0 128 44 57 6.403 7 0 129 49 60 6.403 7 0 130 55 60 6.403 7 0 131 44 77 5.000 7 0 132 77 62 5.000 7 0 133 67 80 5.000 7 0 134 80 49 5.000 7 0 135 73 86 5.000 7 0 136 86 55 5.000 7 0 137 68 83 5.000 7 0 138 83 50 5.000 7 0 139 68 88 5.831 7 0 140 88 50 5.831 7 0 141 73 89 5.831 7 0 142 89 55 5.831 7 0 143 36 11 2.000 2 0 144 38 21 2.000 2 0 145 40 25 2.000 2 0 146 42 15 2.000 2 0 Section Properties Prop Section Area 'yy Izz J Material 4) (inD (in (inD (in4) 1 W12X19 5.570 3.800 130.000 0.166 - 2 W24X84 24.700 94.400 2.37E 3 3.553 - 3 TUB40403 2,770 6.600 6.600 10.390 - 4 W12X26 7.650 17.300 204.000 0.285 - 5 Wl 0X15 4.410 2.900 68.900 0.092 - 6 TUB25253 1.640 1.400 1.400 2,319 7 TUB20203 1.270 0.700 0.700 1.116 - Print Time/DateÂ· 09/08'2010 22Â·01 STAAD/Pro for Windows ReJease 2000 Print Run 8 of 40 Job No Sheet No Rev DN33XC243 9 Software licensed to 1 Part platform | Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Chd Client Sprint File DN33XC243.std Daterrime 09-Aug-2010 22:00 Materials Mat Name E G v Density a (kip/in2) (kip/inz) (kip/inb (1/*) 1 Steel 29E 3 11.2E 3 0.300 0.000 6E-6 2 Concrete 3.15E 3 1.35E 3 0.170 0.000 6.5E-6 3 Aluminum 10E 3 3.76E 3 0.330 0.000 13E -6 Supports Node XYZrXrYrZ (Ibf/ft) (Ibf/ft) (Ibf/ft) (Ibf/rad) (]bf/rad) (Ibf/rad) 1 Fixed Fixed Fixed Fixed - 5 Fixed Fixed Fixed Fixed - 31 Fixed Fixed Fixed Fixed - 35 Fixed Fixed Fixed Fixed - Basic Load Cases Number Name 1 DEAD 2 SNOW 3 SNOW PLATFORM 4 WIND X 5 WIND Z 6 SPRINT CABINET Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 7 1.2D 1.66 .8WX 1 DEAD 1.20 6 SPRINT CABINET 1.20 2 SNOW 1.60 4 WIND X 0.80 8 1.2D 1.63 .8WZ 1 DEAD 1.20 6 SPRINT CABINET 1.20 2 SNOW 1.60 5 WIND Z 0.80 9 1.2D 1,6WX .56 1 DEAD 1.20 Prin Timeleate: 09/08/2010 22 01 STAAD/Pro for Windows Release 2000 Print Run 9 of 40 DN33)<C243 10 Job No Sheet No Rev Software licensed to 1 part platform Jobrtle Aspen Valley Hospital Ref By KJS Date09-Aug-1 0 Cld ' Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Combination Load Cases Cont... Comb. Combination L/C Name Primary Primary L/C Name Factor 6 SPRINT CABINET 1.20 4 WIND X 1.60 2 SNOW 0.50 10 1.2D 1.6WZ .53 2 SNOW 0.50 1 DEAD 1.20 6 SPRINT CABINET 1.20 5 WIND Z 1.60 11 DOUBLE SNOW WITH WIND Z 1 DEAD 1.20 6 SPRINT CABINET 1.20 2 SNOW 1.60 3 SNOW PLATFORM 1.60 5 WIND Z 0.80 Node Displacements Node UC XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 1 1:DEAD 0-000 0.000 0.000 0.000 0.00000 0.00000 -0.00092 2:SNOW 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 -0.00173 0.00000 5:WIND Z 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 7: 1.2D 1.6S .8\ 0.000 0.000 0.000 0.000 0.00000 -0.00139 -0-00110 8:1.2D 1.6S .8\ 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00110 9: 1.2D 1.6WX . 0.000 0.000 0.000 0.000 0.00000 -0.00277 -0.00110 10:1.20 1.6WZ 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00110 11:DOUBLE ST 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00110 2 1:DEAD 0.000 -0.077 -0.000 0.077 0-00000 0.00000 -0.00063 2:SNOW 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 0.000 0.061 0.061 0.00000 0.00022 -0.00000 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 7:1.2D 1.63 .8\ 0.000 -0.093 0.049 0.105 0.00000 0.00017 -0.00076 8:1.2D 1.66 18\ 0.000 -0.093 0.000 0.093 0.00000 -0.00000 -0.00076 Print Time/Dale 09/08/2010 22:01 STAAD/Pro for Windows Release 2000 Print Run 10 of 4C DN33)(C243 11 Job No Sheet No Rev Pa rt Platform Software licensed to 1 ~ Job Title Aspen Valley Hospital Ref By KJS Dat e09-Aug-10 Chd ; Client Sprint File DN33XC243.std Dak/Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 9.1.201.6WX 0.000 -0.093 0.097 0.135 0.00000 0.00035 -0.00076 10:1.2D 1.6WZ 0,000 -0.093 0.000 0 093 0.00000 -0.00000 -0.00076 11:DOUBLE St 0.000 -0.093 0.000 0.093 0.00000 -0.00000 -0.00076 3 1:DEAD 0.000 -0.109 -0.000 0.109 0.00000 -0.00000 -0.00000 2:SNOW 0.000 0.000 -0,000 0.000 0.00000 -0.00000 -0.00000 3.SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 -0.000 0.000 0.000 0 00000 0.00087 -0.00000 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 -0.00000 -0.00000 6:SPRiNT CAE 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 7-1.2[) 1.6S.8\ 0.000 -0.130 -0.000 0.130 0.00000 0.00069 -0.00000 8:1.2D 1.6S .8\ 0.000 -0.130 0.000 0.130 0.00000 0.00000 -0.00000 9:1.2D1.6WX. 0.000 -0.130 -0.000 0.130 0.00000 0.00139 -0.00000 10:1.2D 1.6WZ 0.000 -0.130 0.000 0.130 0.00000 0.00000 -0.00000 11:DOUBLE St 0.000 -0.130 0.000 0.130 0.00000 0.00000 -0.00000 4 1:DEAD 0.000 -0.077 -0.000 0.077 0.00000 -0-00000 0.00063 2:SNOW 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 3.SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 -0.000 -0.061 0.061 0.00000 0.00022 -0.00000 5:WIND Z 0.000 -0.000 0.000 0.000 0.00000 0.00000 0.00000 6 SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 771.2D 1.63 .8\ 0.000 -0.093 -0.049 0.105 0.00000 0 00017 0.00076 8:1.20 1.66 .8\ 0.000 -0.093 0.000 0.093 0.00000 0.00000 0.00076 9:1.20 1.6WX. 0.000 -0.093 -0.098 0.135 0.00000 0.00035 0.00076 10:1.2[) 1.6WZ 0-000 -0.093 0.000 0.093 0.00000 0.00000 0.00076 11:DOUBLE St 0.000 -0.093 0.000 0.093 0.00000 0.00000 0.00076 5 1:DEAD 0.000 0.000 0.000 0.000 0.00000 -0.00000 0.00092 2:SNOW 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 -0.00173 0.00000 5:WIND Z 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 6.SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 7.1.2D 1.66 .8\ 0.000 0.000 0.000 0.000 0.00000 -0.00139 0.00110 8:1.2D 1.6S .8\ 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00110 9.1.2 D 1.6WX 0.000 0.000 0.000 0.000 0.00000 -0.00278 0.00110 10:1.2D 1.6WZ 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00110 11:DOUBLE St 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00110 Prfnt T me/Date. 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 11 of 40 Job No Sheel No Rev DN33XC243 12 Scftware licensed to 1 Pati platform ~ Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 6 1: DEAD 0.000 -0.016 -0.000 0.016 0.00034 -0.00000 -0.00092 2:SNOW -0.000 -0.042 -0.000 0.042 0.00090 -0.00000 0.00000 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 0.00013 -0.00000 0.00000 4:WIND X -0.092 -0.000 -0.000 0.092 0.00001 -0.00159 0.00000 5:WIND Z 0.000 0.001 0.000 0.001 -0.00001 0.00000 -0.00000 6:SPRINT CAE 0.000 -0.004 -0.000 0.004 0.00009 -0.00000 0.00000 7120 1.63 08\ -0.073 -0.091 -0.000 0.117 0.00197 -0.00127 -0.00110 8:1.2D 1.6S .8\ 0.000 -0.090 0.000 0.090 0.00196 0.00000 -0.00110 9:1.2D 1.6WX -0.147 -0.045 -0.000 0.153 0.00098 -0.00254 -0.00110 , 10.1.2D 1.6WZ 0.000 -0.043 0.000 0.043 0.00095 0.00001 -0.00110 11:DOUBLE ST 0.000 -0.099 0.000 0.099 0.00217 0.00000 -0.00110 7 1:DEAD 0.000 -0.093 0.000 0.093 0.00034 -0.00000 -0.00063 2:SNOW -0.000 -0.042 0.000 0.042 0.00090 -0.00000 0.00000 3:SNOW PLAT -0.000 -0.006 0.000 0.006 0.00013 -0.00000 0.00000 4:WIND X -0.092 -0.000 0.056 0,107 0.00000 0.00020 0.00000 5:WIND Z 0.000 0.001 -0.000 0.001 -0.00001 0.00000 -0.00000 6:SPRINT CAE 0.000 -0.004 0.000 0.004 0.00009 -0.00000 0.00000 7:1.2D 1.6S .8\ -0.073 -0.183 0.045 0.203 0.00197 0.00016 -0.00076 8:1.20 1.63 .8\ 0.000 -0.183 -0.000 0,183 0.00196 0.00000 -0.00076 9:1.2D 1.6WX . -0.147 -0.137 0.089 0.220 0.00098 0.00032 -0.00075 10:1.20 1.6WZ 0.000 -0.136 -0.000 0.136 0.00095 0.00000 -0.00076 11:DOUBLE SI 0.000 -0.192 -0.000 0.192 0.00217 0.00000 -0.00076 8 1:DEAD 0.000 -0.124 0.000 0.124 0.00034 -0.00000 -0.00000 2:SNOW 0.000 -0.042 0.000 0.042 0.00090 -0-00000 -0.00000 3:SNOW PLAT -0.000 -0.006 0.000 0.006 0.00013 0.00000 -0.00000 4:WIND X -0.092 -0.000 -0.000 0.092 0.00000 0.00079 0.00000 5:WIND Z O.000 0.001 -0.000 0.001 -0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 0.000 0.004 0.00009 0.00000 0.00000 751.2[) 1.63 .8\ -0.073 -0.221 0.000 0.233 0.00197 0.00063 0.00000 81.2[) 1.6S.8\ -0.000 -0.220 -0.000 0.220 0.00196 0.00000 -0,00000 9:1.20 1.6WX -0.147 -0.174 0.000 0.228 0.00097 0.00127 0.00000 10:1.20 1.6WZ -0.000 -0.173 -0.000 0.173 0.00095 0.00000 -0.00000 11:DOUBLE SI -0.000 -0.229 -0.000 0.229 0.00217 0.00000 -0.00000 9 1:DEAD -0,000 -0.093 0.000 0.093 0.00034 0.00000 0.00063 2 SNOW 0.000 -0.042 0.000 0.042 0.00090 0.00000 -0.00000 - 3:SNOW PLAT -0.000 -0.006 0.000 0.006 0.00013 0.00000 -0.00000 Print Time/DateÂ· 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 12 of 40 Job No Sheet No Rev DN33XC243 13 Software licenseed to 1 Partplatform Job Titlc Aspen Valley Hospital Ref By KJS Date~g-Aug-10 Chd Client Sprint File DN33XC243.std Daterrime 09-Aug-201022:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (Ed) 4'W]ND X -0.092 0.000 -0.056 0.107 -0.00000 0.00020 0.00000 5 WIND Z -0.000 0.001 -0.000 0.001 -0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 0.000 0.004 0.00009 0.00000 -0.00000 712[) 1.63.8\ -0.073 -0.183 -0.045 0.202 0.00197 0.00016 0.00076 8:1.2D1.6S.8\ -0.000 -0.183 -0.000 0.183 0.00196 -0.00000 0.00076 9:1.2D1.6WX -0.147 -0.137 -0.089 0.220 0.00097 0.00032 0.00076 10: 1.2D 1.6WZ -0.000 -0.136 -0.000 0.136 0.00095 -0.00000 0.00076 11:DOUBLE St -0.000 -0.192 -0.000 0.192 0.00217 -0.00000 0.00076 10 1 DEAD -0.000 -0.016 -0.000 0.016 0.00034 0.00000 0.00092 2:SNOW 0.000 -0.042 -0.000 0.042 0.00090 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 0.00013 0.00000 -0.00000 4:WIND X -0.092 0.000 0.000 0.092 -0.00001 -0.00159 0.00000 5:WIND Z -0.000 0.001 0.000 0.001 -0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 -0.000 0.004 0.00009 0.00000 -0.00000 7:1.2D 1.6S .8\ -0.073 -0.091 -0.000 0.117 0.00196 -0.00127 0.00110 871.2[) 1.6S.8\ -0.000 -0.090 0.000 0.090 0.00196 -0.00000 0.00110 9:1.28 1.6WX -0.147 -0.044 0.000 0.153 0.00096 -0.00254 0.00110 10:1.2D1.6WZ -0.000 -0.043 0.000 0.043 0.00095 -0.00001 0.00110 11:DOUBLE SI -0.000 -0.099 0.000 0.099 0.00217 -0.00000 0.00110 11 1:DEAD -0.000 -0.040 -0.000 0.040 0.00030 -0.00000 -0.00085 2:SNOW -0.000 -0.105 -0.000 0.105 0.00076 0.00000 0.00000 3.SNOW PLAT -0.000 -0.016 -0.000 0.016 0.00013 -0.00000 0.00001 4:WIND X -0.172 -0.001 -0.000 0.172 0.00001 -0.00099 0.00013 5:WIND Z 0.000 0.001 0.000 0.001 -0.00000 -0.00000 -0.00000 6:SPRINT CAE -0.000 -0.011 -0.000 0.011 0.00009 -0.00000 0.00001 7:1.20 1.6S .8\ -0.138 -0.229 -0.000 0.268 0.00168 -0.00080 -0.00091 81.20 1.6$.8\ 0.000 -0.228 0.000 0.228 0.00168 -0.00001 -0.00102 9:1.2D1.6WX -0.275 -0.114 -0.000 0.298 0.00085 -0.00159 -0.00081 10-1.2D 1.6WZ 0.000 -0.111 0.000 0.111 0.00084 -0.00001 -0.00102 11:DOUBLE Sl 0.000 -0.253 0.000 0.253 0.00189 -0.00001 -0.00101 12 1:DEAD -0.000 -0.113 0.000 0.113 0-00030 -0.00000 -0.00060 2:SNOW -0.000 -0.105 -0.000 0.105 0,00076 0.00000 0.00000 3:SNOW PLAT -0.000 -0.015 0.000 0.015 0.00013 -0.00000 0.00000 4:WIND X -0.172 0.004 0.035 0.175 0.00000 0.00012 -0.00001 5:WIND Z 0.000 0.001 0.000 0.001 -0.00000 -0.00000 -0.00000 6:SPRINT CAE -0.000 -0.010 0.000 0.010 0.00009 -0.00000 0.00000 Prot Time/DateÂ· 09/08/2010 22 01 ST-AAD/Pro for Windows Release 2000 Print Run 13 of 40 Job No Sheet No Rev DN33XC243 14 Software Imnsed to 1 Part platform 1 Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Chd Client Sprint File DN33XC243,std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 7: 1.20 1-66.8\ -0.137 -0.312 0.028 0.343 0.00168 0.00010 -0.00072 8:1.2D 1.6S .8\ 0.000 -0.315 0.001 0.315 0.00168 -0.00000 -0.00072 9:1.2D 1-6WX -0.275 -0.194 0.056 0.341 0.00085 0.00020 -0.00073 10: 1.2D 1.6WZ 0.000 -0.198 0.001 0.198 0.00084 -0.00001 -0.00072 11:DOUBLE SI 0.000 -0.339 0.001 0.339 0.00189 -0.00000 -0.00071 13 1:DEAD 0.000 -0.143 0.000 0.143 0.00030 -0.00000 -0.00000 2:SNOW 0.000 -0.105 -0.000 0.105 0.00076 -0.00000 0 00000 3:SNOW PLAT -0.000 -0.015 0.000 0.015 0.00013 0.00000 -0.00000 4:WIND X -0.172 -0.000 -0.000 0.172 0.00000 0.00049 -0.00006 5:WIND Z 0.000 0.001 0.001 0.001 -0.00000 -0.00000 -0.00000 6:SPRINT CAE -0.000 -0.010 0.000 0.010 0.00009 0 00000 0.00000 7:1.2D 1.6S .8\ -0.137 -0.351 0.000 0.377 0.00168 0.00040 -0.00005 8:1.2D 1.6S .8\ -0.000 -0.350 0.001 0.350 0.00168 0.00000 -0.00000 9:1.20 1.6WX -0.275 -0.236 0,000 0.362 0.00084 0.00079 -0.00009 10:1.2D 1.6WZ -0.000 -0.234 0.001 0.234 0.00084 0.00000 -0.00000 11:DOUBLE St -0.000 -0.374 0.001 0.374 0.00189 0.00000 -0.00000 14 1:DEAD 0.000 -0.113 0.000 0.113 0-00030 0.00000 0.00060 2:SNOW 0.000 -0.105 -0.000 0.105 0.00076 -0.00000 -0.00000 3:SNOW PLAT 0.000 -0.015 0.000 0.015 0.00013 0.00000 -0.00000 4:WIND X -0.172 -0.004 -0.035 0.175 -0.00000 0.00012 -0.00001 5:WIND Z -0.000 0.001 0.000 0.001 -0.00000 0.00000 0.00000 6:SPRINT CAB 0.000 -0.010 0.000 0.010 0.00009 0.00000 -0.00000 7:1.2D 1.6S .8\ -0.137 -0.319 -0.028 0.349 0.00168 0.00010 0.00071 8:1.2D 1.6S .8\ -0.000 -0.315 0.001 0.315 0.00168 0.00000 0.00072 9:1.2D 1.6WX -0.275 -0.207 -0.055 0.348 0.00084 0.00020 0.00070 1 lori.20 1.6WZ -0.000 -0.198 0.001 0.198 0.00084 0.00001 0.00072 11:DOUBLE SI -0.000 -0.339 0.001 0.339 0.00189 0.00000 0.00071 15 1:DEAD 0.000 -0.040 -0.000 0.040 0.00030 0.00000 0.00085 2:SNOW 0.000 -0.105 -0.000 0.105 0.00076 -0.00000 -0.00000 3:SNOW PLAT 0.000 -0.016 -0.000 0.016 0.00013 0.00000 -0.00001 4 WIN D X -0.172 0.001 0.000 0.172 -0.00000 -0.00099 0.00013 5*WINE) Z -0.000 0.001 0.000 0.001 -0.00000 0.00000 0.00000 6:SPRINT CAE 0.000 -0.011 -0.000 0.011 0.00009 0.00000 -0.00001 7:1.2D 1.6S .8\ -0.137 -0.228 -0.000 0.267 0.00168 -0.00079 0.00112 8:1.20 1.63 .8\ -0.000 -0.228 0.000 0.228 0.00168 0.00001 0.00102 91.2D 1.6WX. -0.275 -0.112 -0.000 0.297 0.00084 -0.00158 0.00123 Print Time/Date 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 14 of 40 Job No Sheet No Rev DN33XC243 15 Par: Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref sy KJS Date09-Aug-10 Cnd Client Sprint File DN33XC243.std Date/T2'ne 09-Aug-2010 22:00 Node Displacements Cont... Node L/C XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 10:1.20 1.6WZ -0.000 -0.111 0.000 0.111 0.00084 0.00001 0.00102 1 11:DOUBLE SI -0.000 -0.253 0.000 0.253 0.00189 0.00001 0.00101 16 1:DEAD -0.000 -0.051 -0.000 0.051 0.00000 0.00000 -0.00087 2:SNOW 0.000 -0.132 -0.000 0.132 -0.00000 -0.00000 0.00000 3: SNOW PLAT -0.000 -0.020 -0.000 0.020 0.00000 0.00000 0.00001 4-WIND X -0.203 -0.001 0.000 0.203 0.00000 -0.00005 0.00009 5:WIND Z -0.000 0.001 0.000 0.001 0.00001 0.00001 -0.00000 6:SPRINT CAE -0.000 -0.014 -0.000 0.014 0.00000 0.00000 0.00000 7/1.2D 1.6S .8\ -0.163 -0.289 -0.000 0.332 0.00000 -0.00003 -0.00097 8:1.2D 1.6S .8\ -0.000 -0.288 0.000 0.288 0.00001 0.00001 -0.00104 9:1.2D 1.6WX -0.325 -0.145 -0.000 0.356 0.00000 -0.00007 -0.00089 10:1.2D 1.6WZ -0.000 -0.142 0.000 0.142 0.00002 0,00002 -0.00104 11:DOUBLE SI -0.000 -0.320 0.000 0.320 0.00001 0.00001 -0.00103 17 1: DEAD -0.000 -0.125 -0.000 0.125 0.00000 0.00000 -0.00061 2:SNOW 0.000 -0.132 0.000 0.132 -0.00000 -0.00000 0.00000 3:SNOW PLAT -0.000 -0.020 -0.000 0.020 0.00000 0.00000 0.00000 4:WIND X -0.203 0.003 0.002 0.203 0.00000 0.00001 -0.00001 5:WIND Z -0.000 0.001 -0.001 0.001 0.00001 0.00001 -0.00000 6:SPRINT CAE -0.000 -0.013 -0.000 0.013 0.00000 0.00000 0.00000 7:1.2D 1,63 .8\ -0.163 -0.375 0.001 0.409 0.00000 0,00001 -0.00073 8:1.2D 1.6S .8\ -0.000 -0.376 -0.001 0.376 0.00001 0.00001 -0.00073 9:1.2D 1.6WX 1 -0.325 -0.228 0.002 0.397 0.00000 0.00001 -0.00074 10:1.20 1.6WZ -0.000 -0.230 -0.002 0.230 0.00002 0.00001 -0.00073 11:DOUBLE SI -0.000 -0.408 -0.001 0.408 0 00001 0.00001 -0.00072 18 1:DEAD 0.000 -0.155 -0.000 0.155 0.00000 0.00000 -0.00000 2:SNOW 0.000 -0.132 0.000 0.132 -0.00000 0.00000 0.00000 3:SNOW PLAT -0.000 -0.020 -0.000 0.020 0.00000 0.00000 -0.00000 4:WIND X -0.203 -0.000 0.000 0.203 0.00000 0.00002 -0.00004 5:WIND Z 0.000 0.001 -0.001 0.001 0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.013 -0.000 0.013 0.00000 0.00000 0.00000 7:1.2D 1.68 18\ -0.163 -0.413 -0.000 0.444 0.00000 0.00002 -0.00003 8:1.20 1.66 .8\ -0.000 -0412 -0.001 0.412 0.00001 0.00000 -0.00000 9:1.2D 1.6WX -0.325 -0.268 -0.000 0.421 0.00000 0.00004 -0.00006 10 1.20 1.6WZ -0.000 -0.266 -0.002 0.266 0.00002 -0.00000 -0.00000 11:DOUBLE SI -0.000 -0.444 -0.001 0.444 0.00001 0.00000 -0.00000 19 1:DEAD 0.000 -0.125 -0.000 0.125 0.00000 -0.00000 0.00061 Print Time/Date: 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 15 of 40 DN33XC243 16 Job No Sheet No Rev Software licensed to 1 Pact platform Job Title Aspen Valley Hospilal Ref By KJS Date~9-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 2:SNOW -0.000 -0.132 0.000 0.132 -0.00000 0.00000 -0.00000 3:SNOW PLAT 0.000 -0.020 -0.000 0.020 0.00000 -0.00000 -0.00000 4.WIND X -0.203 -0.003 -0.002 0.203 -0.00000 0.00001 -0.00001 5:WIND Z 0.000 0.001 -0.001 0.001 0.00001 -0.00001 0.00000 6:SPRH\IT CAE 0.000 -0.013 -0.000 0.013 0.00000 -0.00000 -0,00000 7:1.2D1.6S.8\ -0.163 -0.379 -0.002 0.413 0.00000 0.00000 0.00072 8:1.2D 1.6S .8\ 0.000 -0.376 -0.001 0.376 0.00001 -0.00001 0.00073 9:1.20 1.6WX -0.325 -0.236 -0.003 0.402 0.00000 0.00001 0.00072 : 10:1.2D 1.6WZ 0.000 -0.230 -0.002 0.230 0.00002 -0.00001 0.00073 11:DOUBLE Sl 0.000 -0.408 -0.001 0.408 0.00001 -0.00001 0.00072 20 1:DEAD 0.000 -0.051 -0.000 0.051 0.00000 -0.00000 0.00087 2:SNOW -0.000 -0.132 -0.000 0.132 -0.00000 0.00000 -0.00000 3:SNOW PLAT 0.000 -0.020 -0.000 0.020 0.00000 -0.00000 -0.00001 4:WIND X -0.203 0.001 -0.000 0.203 -0.00000 -0.00005 0.00009 5:WIND Z 0.000 0.001 0.000 0.001 0 00001 -0.00001 0.00000 6:SPRINT CAE 0.000 -0.014 -0.000 0.014 0.00000 -0.00000 -0.00000 7:1.2D 1.6S .8\ -0.163 -0.288 -0.000 0.331 0.00000 -0.00004 0.00112 8/1.2D 1.66 .8\ 0.000 -0.288 0.000 0.288 0.00001 -0.00001 0.00104 9:1.2D 1.6WX -0.325 -0.142 -0.000 0.355 0.00000 -0.00008 0.00119 10: 1.2D 1.6WZ 0.000 -0.142 0.000 0.142 0.00002 -0.00002 0.00104 11:DOUBLE Sl 0.000 -0.320 0.000 0.320 0.00001 -0.00001 0.00103 21 1:DEAD -0.000 -0.041 0.000 0.041 -0.00029 -0.00000 -0.00085 2.SNOW 0.000 -0.105 0.000 0.105 -0.00076 -0.00000 -0.00000 3:SNOW PLAT -0.000 -0.017 0.000 0.017 -0.00011 -0.00000 0.00001 4:WIND X -0.179 -0.001 0.000 0.179 -0.00000 0.00086 0.00016 5-WIND Z 0.000 0.000 0.000 0.000 0.00001 -0.00000 0.00000 6:SPRINT CAE -0.000 -0.011 0.000 0.011 -0.00007 -0.00000 0.00001 i 7:1.2D 1.6S .8\ -0.143 -0.231 0.000 0.271 -0.00165 0.00069 -0.00089 8:1.2D 1.66 .8\ 0.000 -0.230 0.000 0.230 -0.00163 -0.00001 -0.00101 9.1.2D 1.6WX -0.286 -0.116 0.000 0.308 -0.00082 0.00138 -0.00076 10:1.2D 1.6WZ 0.000 -0.114 0.000 0.114 -0.00079 -0.00001 -0.00101 11:DOUBLE SI 0.000 -0.257 0.000 0.257 -0.00181 -0.00001 -0.00100 22 1:DEAD -0.000 -0.113 0.000 0.113 -0.00029 -0.00000 -0.00060 2:SNOW 0.000 -0.105 0.000 0.105 -0.00076 -0.00000 -0.00000 3:SNOW PLAT -0.000 -0.016 0.000 0.016 -0.00011 -0.00000 0.00000 4:WIND X -0.179 0.005 -0.030 0.181 -0.00000 -0.00011 -0.00001 Print Time/DateÂ· 09/08/2010 22-01 STAAD/Pro for Windows Release 2000 Print Run 16 of 40 DN33XC243 17 Job No Sheet No Rev Part Platform Software :icensed :0 1 Job Title Aspen Valley Hospital Ref By KJS Dat e~9-Aug-10 Chd Client Sprint File DN33XC243.std Datomme 09-Aug-2010 22:00 Node Displacements Cont... Node L/C XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 5.WIND Z 0.000 0.000 0.000 0.001 0.00001 -0.00000 0.00000 6:SPRINTCAE -0.000 -0.011 0.000 0.011 -0.00007 -0.00000 0.00000 7:1.2D 1.6S .8\ -0.143 -0.313 -0.024 0.345 -0.00165 -0.00009 -0.00073 8:1.2D1.63.8\ 0.000 -0.317 0.001 0.317 -0.00163 -0.00000 -0.00071 9:1.2D 1.6WX . -0.286 -0.193 -0.048 0.348 -0.00081 -0.00017 -0.00074 10:1.2D1.6WZ 0.000 -0.201 0.001 0.201 -0.00079 -0.00000 -0.00071 11:DOUBLE SI 0.000 -0.342 0.001 0.342 -0.00181 -0.00000 -0.00071 23 1:DEAD 0.000 -0.143 0.000 0.143 -0.00029 0.00000 -0,00000 2:SNOW 0.000 -0.105 0.000 0.105 -0.00076 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.016 0.000 0.016 -0.00011 -0.00000 -0.00000 4.Wl ND X -0.179 -0.000 -0.000 0.179 -0.00000 -0.00043 -0.00007 5:WIND Z 0.000 0.000 0.000 0.001 0.00001 0.00000 -0.00000 6:SPRINT CAE -0.000 -0.011 0.000 0.011 -0,00007 -0.00000 -0.00000 7:1.2D 1.6S .8\ -0.143 -0.352 0.000 0.380 -0.00165 -0.00035 -0.00006 8:1.2D 1.63 .8\ -0.000 -0.352 0.001 0.352 -0.00163 -0.00000 -0.00000 9:1.20 1,6WX -0.286 -0.237 0.000 0.371 -0.00081 -0.00069 -0.00012 10:1.2D 1.6WZ -0.000 -0.236 0.001 0.236 -0.00079 -0-00000 -0-00000 11 DOUBLE St -0.000 -0.377 0.001 0.377 -0.00181 -0.00000 -0.00000 24 1:DEAD 0.000 -0.113 0.000 0.113 -0.00029 0-00000 0.00060 2:SNOW -0.000 -0.105 0.000 0.105 -0.00076 0.00000 0.00000 3:SNOW PLAT 0.000 -0.016 0.000 0.016 -0.00011 0.00000 -0.00000 4:WIND X -0.179 -0.005 0.030 0.181 0.00000 -0.00011 -0.00001 5:WIND Z -0.000 0.000 0.000 0.001 0.00001 0.00000 -0.00000 6:SPRINT CAE 0.000 -0.011 0.000 0.011 -0.00007 0.00000 -0.00000 7:1.2D 1.6S .8\ -0.143 -0.321 0.025 0.352 -0.00164 -0.00008 0.00070 8:1.2D 1.63 .8\ -0.000 -0.317 0.001 0.317 -0.00163 0.00000 0.00071 9:1.2D 1.6WX . -0.286 -b.210 0.049 0.358 -0.00081 -0.00017 0.00069 10:1.2D 1.6WZ -0.000 -0.201 0.001 0.201 -0.00079 0.00000 0.00071 11:DOUBLE SI -0.000 -0.342 0.001 0.342 -0,00181 0.00000 0.00071 25 1:DEAD 0.000 -0.041 0.000 0.041 -0.00029 0.00000 0.00085 2:SNOW -0.000 -0.105 0.000 0.105 -0.00076 0.00000 0.00000 3:SNOW PLAT 0.000 -0.017 0.000 0.017 -0.00011 0.00000 -0.00001 4:WIND X -0.179 0.001 -0.000 0.179 0.00000 0.00086 0.00016 5:WIND Z -0.000 0.000 0.000 0.000 0.00001 0 00000 -0.00000 6 SPRINT CAE 0.000 -0.011 0.000 0.011 -0.00007 0.00000 -0.00001 7:1.2D 1.6S .8\ -0.143 -0.230 -0.000 0.270 -0.00164 0.00070 0.00114 Print Timetgate 09/08/2010 22 01 STAAD/Pro for Windows Release 2000 Print Run 17 of 40 Job No Sheet No Rev DN33XC243 18 Part Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref By KJS Datâ‚¬09-Aug-10 Ch6 Client Sprint F"e DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 8:1.2D 1.6S .8\ -0.000 -0.230 0.000 0.230 -0.00163 0.00001 0.00101 9: 1.2 D 1.6WX . -0.286 -0.114 -0.000 0.307 -0.00080 0.00139 0.00127 10:1.2D1.6WZ -0.000 -0.114 0.000 0.114 -0.00079 0.00001 0.00101 11:DOUBLESI -0.000 -0.257 0.000 0.257 -0.00181 0.00001 0.00100 26 1:DEAD -0.000 -0.016 0.000 0.016 -0.00035 0 00000 -0.00087 2:SNOW -0.000 -0.042 0.000 0.042 -0.00090 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.007 0.000 0.007 -0.00015 0.00000 0.00001 4:WIND X -0.100 -0.000 0.000 0.100 -0.00001 0.00168 0.00011 5:WIND Z -0.000 -0.000 0.000 0.000 0,00000 0.00001 0.00000 6:SPRINT CAE -0.000 -0.004 0.000 0.004 -0.00010 0.00000 0.00000 7:1.20 1,6S .8\ -0.080 -0.093 0.000 0.123 -0.00199 0.00135 -0.00096 8:1.2D 1.6S .8\ -0.000 -0.093 0.000 0.093 -0.00199 0.00001 -0,00104 9:1.2D 1.6WX -0.160 -0.047 0.000 0.167 -0.00100 0.00269 -0.00087 10:1.20 1.6WZ -0.001 -0.047 0.000 0.047 -0.00099 0.00002 -0.00104 11:DOUBLE St -0.000 -0.104 0.000 0.104 -0.00222 0.00001 -0.00103 : 27 1:DEAD -0.000 -0.091 -0.000 0.091 -0.00035 0.00000 -0.00061 2:SNOW -0.000 -0.042 -0.000 0.042 -0.00090 0.00000 -0.00000 3:SNOW PLAT -0.000 -0.006 -0,000 0.006 -0.00015 0.00000 0.00000 4:WIND X -0.100 0.003 -0.059 0.116 -0.00000 -0.00021 -0.00001 5:WIND Z -0.000 -0.000 -0.001 0.001 0.00000 0.00000 0.00000 6:SPRINT CAE -0.000 -0.004 -0.000 0.004 -0.00010 0.00000 0.00000 7:1.2D 1.63 .8\ -0.080 -0.179 -0.048 0.201 -0.00199 -0.00016 -0.00074 8:1.2D 1.66 .8\ -0.000 -0.181 -0.001 0.181 -0.00199 0.00001 -0.00073 9:1.2D 1.6WX -0.160 -0.129 -0.095 0.227 -0.00100 -0.00033 -0.00075 10:1.2D 1.6WZ -0.000 -0.135 -0.001 0.135 -0.00099 0.00001 -0.00073 11:DOUBLE SI -0.000 -0.192 -0.001 0.192 -0.00222 0.00001 -0.00072 28 1:DEAD 0.000 -0.121 -0.000 0.121 -0.00035 0.00000 -0.00000 2:SNOW 0.000 -0.042 -0.000 0.042 -0.00090 0.00000 0.00000 3:SNOW PLAT -0.000 -0.006 -0.000 0.006 -0.00015 -0.00000 -0.00000 4.WIND X -0.100 -0.000 0.000 0.100 -0.00000 -0.00084 -0.00005 5:WIND Z 0.000 -0.000 -0.001 0.001 0.00000 0 00000 0.00000 6:SPRINT CAE -0.000 -0.004 -0.000 0.004 -0.00010 -0.00000 -0.00000 7:1.2D 1.63 .8\ -0.080 -0.217 -0.000 0.232 -0.00199 -0.00067 -0.00004 8:1.20 1.63 .8\ -0.000 -0.217 -0.001 0.217 -0.00199 -0.00000 -0.00000 9-1.20 1.6WX -0.160 -0.171 -0.000 0.234 -0.00099 -0.00134 -0.00008 10:1.20 1.6WZ -0.000 -0.171 -0.002 0.171 -0.00099 -0.00000 -0.00000 Print Time/Date 09/08/2010 22:01 ST-AAD/Pro for Windows Release 2000 Print Run 18 of 40 DN33XC243 19 Job No Sheet No Rev Part Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref By KJS Datâ‚¬09-Aug-10 Chd Client Sprint File DN33XC243.std Daten-ime 09-Aug-2010 22:00 Node Displacements Cont... Node L/C XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 11:DOUBLE SI -0.000 -0.227 -0.001 0.227 -0.00222 -0.00000 -0.00000 29 1:DEAD 0.000 -0.091 -0.000 0.091 -0.00035 -0.00000 0.00061 2:SNOW 0.000 -0.042 -0.000 0.042 -0.00090 -0.00000 0.00000 3:SNOW PLAT 0.000 -0.006 -0.000 0.006 -0.00015 -0.00000 -0.00000 4:WIND X -0.100 -0.004 0.059 0.116 0.00000 -0.00021 -0.00001 5:WIND Z 0.000 -0-000 -0.001 0.001 0.00000 -0.00000 -0.00000 6:SPRINT CAE 0.000 -0.004 -0.000 0.004 -0.00010 -0.00000 -0.00000 7:1,2D 1.6S .8\ -0.080 -0.184 0.047 0.206 -0.00199 -0.00017 0.00072 871.2D 1.66 .8\ 0.000 -0.181 -0.001 0.181 -0.00199 -0.00001 0.00073 9: 1.20 1,6WX -0-160 -0.140 0.094 0.233 -0.00099 -0.00034 0.00071 10:1.2D 1.6WZ 0.000 -0.135 -0.001 0.135 -0.00099 -0.00001 0.00073 11:DOUBLE ST 0.000 -0.192 -0.001 0.192 -0.00222 -0.00001 0.00072 30 1: DEAD 0.000 -0.016 0.000 0.016 -0.00035 -0.00000 0.00087 2:SNOW 0.000 -0.042 0.000 0.042 -0.00090 -0.00000 0.00000 3:SNOW PLAT 0.000 -0.007 0.000 0.007 -0.00015 -0.00000 -0.00001 4:WIND X -0.100 0.000 -0.000 0.100 0.00001 0,00168 0.00011 5:WIND Z 0.000 -0.000 0.000 0,000 0.00000 -0.00001 -0.00000 6:SPRINT CAE 0.000 -0.004 0.000 0.004 -0.00010 -0.00000 -0.00000 7:1.2D 1.63 .8\ -0.080 -0.092 0.000 0.122 -0.00198 0.00134 0.00113 8:1.2D 1.6S .8\ 0.000 -0.093 0.000 0.093 -0.00199 -0.00001 0.00104 9: 1.2D 1.6WX -0.160 -0.046 -0.000 0.166 -0.00098 0.00268 0.00121 10:1.2D 1.6WZ 0.001 -0.047 0.000 0,047 -0.00099 -0.00002 0.00104 11:DOUBLE Sf 0.000 -0.104 0.000 0.104 -0.00222 -0.00001 0.00103 31 1:DEAD 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00092 2:SNOW 0.000 0.000 0.000 0.000 0.00000 0.00000 -0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 0.00192 0.00000 5.WIND Z 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 6:SPRINT CAE 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 7:1.2D1.6S.8\ 0.000 0.000 0.000 0.000 0.00000 0.00153 -0.00110 8:1.2D 1.68 .8\ 0.000 0.000 0.000 0.000 0.00000 0.00000 -0.00110 9:1.2D1.6WX. 0.000 0.000 0.000 0.000 0.00000 0.00306 -0.00110 10:1.2D 1.6WZ 0.000 0.000 0.000 0.000 0.00000 0.00001 -0.00110 11:DOUBLE St O.000 O.000 O.000 O.000 0.00000 O.00000 -O.00110 32 1: DEAD 0.000 -0.077 0.000 0.077 0.00000 -0.00000 -0.00063 2:SNOW 0.000 -0.000 -0.000 0.000 0.00000 0.00000 -0.00000 Print Time/C>ate 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 19 of 440 Job No Sheet No Rev DN33XC243 20 SoftÂ·ware licensed to 1 Part platform Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Chd Client Sprint File DN33XC243.std Daterrime 09-Aug-2010 22-00 Node Displacements Cont... Node UC XYZ Resultant rX rY rZ I Cim (in) (in) (in) (racl) (rad) (rad) 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 4:WIND X 0.000 0.000 -0.067 0.067 0 00000 -0.00024 -0.00000 5:WIND Z 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 0.00000 0.00000 i 7:1.20 1.63 ,8\ 0.000 -0.093 -0.054 0.107 0.00000 -0.00019 -0.00076 8:1.2D 1.6S .8\ 0.000 -0.093 -0.000 0.093 0.00000 0.00000 -0.00076 9:1.2D 1.6WX 0.000 -0.093 -0.108 0.142 0.00000 -0.00038 -0.00076 10:1.2D 1 -6WZ 0.000 -0.093 -0.000 0.093 0.00000 0.00000 -0.00076 11 DOUBLE Sl 0.000 -0.093 -0.000 0.093 0.00000 0.00000 -0.00076 33 1: DEAD 0.000 -0.108 0.000 0.108 0.00000 0.00000 -0.00000 2: SNOW 0.000 -0.000 -0.000 0.000 0.00000 0.00000 -0.00000 3.SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 -0.000 0.000 0.000 0.00000 -0.00096 -0.00000 5:WIND Z 0.000 0.000 -0.000 0.000 0.00000 0.00000 -0.00000 6:SPRINT CAE 0.000 0.000 -0.000 0.000 0.00000 -0.00000 0.00000 7:1.2D 1.63 .8\ 0.000 -0.130 -0.000 0.130 0.00000 -0.00077 -0.00000 8:1.2D 1.63 .8\ 0.000 -0.130 -0.000 0.130 0.00000 -0.00000 -0.00000 9/1.20 1.6WX 0.000 -0.130 -0.000 0.130 0.00000 -0.00153 -0,00000 10:1.201,6WZ 0.000 -0.130 -0.001 0.130 0.00000 -0.00000 -0.00000 11:DOUBLE SI 0.000 -0.130 -0.000 0.130 0.00000 -0.00000 -0.00000 34 1:DEAD 0.000 -0.077 0.000 0.077 0.00000 0.00000 0.00063 2:SNOW 0.000 -0.000 -0.000 0.000 0.00000 -0.00000 0.00000 3:SNOW PLAT 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 -0.000 0.067 0.067 0.00000 -0.00024 -0.00000 5:WIND Z 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 6:SPR]NT CAE 0.000 0.000 -0.000 0.000 0.00000 -0.00000 -0.00000 7:1.2D 1.63 .8\ 0.000 -0.093 0.054 0.107 0.00000 -0.00019 0.00076 8:1.2D1.63.8\ 0.000 -0.093 -0.000 0.093 0.00000 -0.00000 0.00076 9.1.2D 1.6WX . 0.000 -0.093 0.108 0.142 0.00000 -0.00038 0,00076 10:1.2D 1.6WZ 0.000 -0.093 -0.000 0.093 0.00000 -0.00000 0.00076 11:DOUBLE SI 0.000 -0.093 -0.000 0.093 0.00000 -0.00000 0.00076 35 1:DEAD 0.000 0.000 0.000 0.000 0.00000 0-00000 0.00092 2:SNOW 0.000 0.000 0.000 0.000. 0.00000 -0.00000 0.00000 3:SNOW PLAT 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 4:WIND X 0.000 0.000 0.000 0.000 0.00000 0.00192 0.00000 5:WIND Z 0.000 0.000 0.000 0.000 0.00000 -0.00000 -0.00000 Print Time/Date 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 20 of 40 Job No Sheet No Rev DN33XC243 21 Pan Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref By KJS Dateog-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 6:SPRINT CAE 0.000 0.000 0.000 0,000 0.00000 -0.00000 -0.00000 7:1.20 1.6S .8\ 0.000 0.000 0.000 0.000 0.00000 0.00153 0.00110 8:1.2D 1.63 .8\ 0.000 0.000 0.000 0.000 0.00000 -0.00000 0.00110 9:1.2D1,6WX. 0.000 0.000 0.000 0.000 0.00000 0.00306 0.00110 10:1.2D 1.6WZ 0.000 0.000 0.000 0.000 0.00000 -0.00001 0.00110 11:DOUBLE Sr 0.000 0.000 0.000 0.000 0.00000 -0.00000 0.00110 36 1: DEAD -0.000 -0.047 -0.000 0.047 0.00019 0.00000 -0.00007 2:SNOW 0.000 -0.122 -0.000 0.122 0.00049 0.00000 0.00000 3 SNOW PLAT -0.000 -0.019 -0.000 0.019 0.00008 0.00000 0.00010 4.WIND X -0.191 -0.001 -0.000 0.191 0.00000 -0.00062 0.00468 5:WIND Z -0.000 0.001 0.000 0.001 0.00001 -0.00004 -0.00004 6.SPRINT CAE -0.000 -0.013 -0.000 0.013 0.00006 0.00000 0.00008 7:1.2D 1.63 .8\ -0.153 -0.268 -0.000 0.308 0.00109 -0.00049 0.00375 8:1.2D 16S .8\ -0.000 -0.266 0.000 0.266 0.00110 -0.00003 -0.00002 9:1.2D 1.6WX -0.306 -0.134 -0.000 0.334 0.00055 -0.00099 0.00750 10:1.2D 1.6WZ -0.000 -0.130 0.000 0.130 0.00056 -0.00006 -0.00004 11:DOUBLE SI -0,000 -0.296 0.000 0.296 0.00123 -0.00003 0.00015 37 1:DEAD -0.002 -0.048 0.004 0.048 0.00013 0.00011 0.00011 2:SNOW 0.000 -0.122 0.011 0.123 0.00032 0.00029 0.00000 3:SNOW PLAT -0.004 -0.020 0.002 0.021 0.00006 0.00005 0.00012 4:WIND X -0.353 -0.001 -0.001 0.353 -0.00007 -0.00008 0.00570 5:WIND Z 0.001 0.002 0.047 0.047 0.00224 -0.00390 -0.00004 6:SPRINT CAE -0.003 -0.014 0.001 0.014 0.00004 0.00003 0.00009 7:1.2D1.66.8\ -0.288 -0.270 0.024 0.395 0.00065 0.00058 0.00481 81.20 1.6S .8\ -0.005 -0.268 0.062 0.275 0.00250 -0.00248 0.00021 9:1.2D 1.6WX -0.570 -0.136 0.010 0.586 0.00025 0.00019 0.00937 10: 1.2D 1.6WZ -0.004 -0.132 0.087 0.158 0.00394 -0.00592 0.00018 11:DOUBLE S' -0.010 -0.300 0.065 0.308 0.00259 -0.00240 0.00041 38 1:DEAD -0.000 -0.032 0.000 0.032 -0.00036 -0.00000 -0.00007 2:SNOW -0.000 -0.082 0.000 0.082 -0.00092 -0,00000 -0.00000 3:SNOW PLAT -0.000 -0.013 0.000 0.013 -0.00014 -0.00000 0.00010 4:WIND X -0.153 -0.001 0.000 0.153 -0.00001 0.00123 0.00562 5:WIND Z -0.000 -0.000 0.000 0.000 0.00001 -0.00004 0.00003 6.SPRINT CAE -0.000 -0.009 0.000 0.009 -0.00010 -0-00000 0.00008 7:1.2D 1.63 .8\ -0.123 -0.181 0.000 0.219 -0.00202 0.00097 0.00451 8:1.2D 1.66 .8\ -0.000 -0.180 0.000 0.180 -0.00201 -0.00004 0.00003 Print Time/DateÂ· 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 21 of 40 4 DN33XC243 22 Job No Sheet No Rev Part Platform Software licensed to 1 Job Tilre Aspen Valley Hospital Ref By KJS Da:809-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 9:1.2D 1 -6WX. -0.246 -0.091 0.000 0.262 -0.00101 0.00196 0.00901 10.1.201.6WZ -0.000 -0.090 0.000 0.090 -0.00098 -0.00007 0.00005 11:DOUBLE SI -0.000 -0.202 0.000 0.202 -0.00224 -0.00004 0.00020 39 1-DEAD -0.002 -0.033 -0.009 0.034 -0.00029 -0.00011 0 00011 2:SNOW -0.000 -0.082 -0.024 0.085 -0.00075 -0.00029 -0.00000 3:SNOW PLAT -0.004 -0.015 -0004 0.016 -0.00011 -0.00005 0.00012 4 WIND X -0.348 -0.001 0.003 0.348 0.00016 0.00024 0.00685 5:WIND Z -0.001 -0.000 0.048 0.048 0.00228 -0.00391 0.00003 6:SPRINT CAE -0.003 -0.010 -0.002 0.011 -0.00008 -0.00003 0.00009 7:1.2D 1.6S .8\ -0.283 -0.183 -0.050 0.341 -0.00151 -0.00045 0-00573 8:1.2D 1.6S .8\ -0.006 -0.183 -0.015 0.183 0.00019 -0.00376 0.00027 9:1.2D 1.6WX -0.562 -0.093 -0.021 0.570 -0.00056 0.00007 0.01121 10:1.2D 1.6WZ -0.007 -0.093 0.050 0.106 0.00283 -0.00657 0.00030 11:DOUBLE SI -0.012 -0.207 -0.020 0.208 0.00001 -0-00384 0.00047 40 1:DEAD 0.000 -0.032 0.000 0.032 -0.00036 0.00000 0.00007 2:SNOW 0.000 -0.082 0.000 0.082 -0.00092 0.00000 0.00000 3:SNOW PLAT 0.000 -0.013 0.000 0.013 -0.00014 0.00000 -0.00010 4:WI ND X -0.153 0.001 -0.000 0.153 0.00001 0.00123 0.00563 5:WIND Z 0.000 -0.000 0.000 0.000 0.00001 0.00004 -0.00003 6:SPRINT CAE 0.000 -0.009 0.000 0.009 -0.00010 0.00000 -0.00008 7:1,20 1.6S.8\ -0.123 -0.180 0.000 0.218 -0.00202 0.00099 0.00449 8:1.20 1.6S.8\ 0.000 -0.180 0.000 0.180 -0.00201 0.00004 -0.00003 9.1.2D 1.6WX -0.245 -0.089 -0.000 0.261 -0.00099 0.00197 0.00899 10:1.2D1.6WZ 0.000 -0.090 0.000 0.090 -0.00098 0.00007 -0.00005 11:DOUBLE Sl 0.000 -0.202 0.000 0.202 -0.00224 0.00004 -0.00020 41 1:DEAD 0.002 -0.033 -0.009 0.034 -0.00029 0.00011 -0.00011 2:SNOW 0.000 -0.082 -0.024 0.085 -0.00075 0.00029 0.00000 3:SNOW PLAT 0.004 -0.015 -0.004 0.016 -0.00011 0.00005 -0.00012 4:WIND X -0.348 0.001 -0.004 0.348 -0.00017 0.00024 0.00686 5:WIND Z 0.001 -0.000 0.048 0.048 0.00228 0.00391 -0.00003 6:SPRINT CAE 0.003 -0.010 -0.002 0.011 -0.00008 0.00003 -0.00009 7:1.2D 1.66 .8\ -0.273 -0.182 -0.055 0.333 -0.00177 0.00083 0.00524 8:1.2D 1.68 .8\ 0.006 -0.183 -0.015 0.183 0.00019 0.00376 -0.00027 9: 1.2D 1.6WX -0.551 -0.091 -0.032 0.560 -0.00108 0.00070 0.01073 , 10.1.2D 1.6\NZ 0.007 -0.093 0.050 0.106 0.00283 0.00657 -0.00030 11:DOUBLE Sl 0.012 -0.207 -0.020 0.208 0.00001 0.00384 -0.00047 Print Time/Date: 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 22 of 40 Job No Sheet No Rev DN33XC243 23 Software licensed to 1 Part platform Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Cnd ~ Client Sprint File DN33XC243.std Date,rrime 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 42 1:DEAD 0.000 -0.047 -0.000 0.047 0.00019 -0.00000 0.00007 2:SNOW -0.000 -0.122 -0.000 0.122 0.00049 -0.00000 -0.00000 3:SNOW PLAT 0.000 -0.019 -0.000 0.019 0.00008 -0.00000 -0.00010 4:WIND X -0.191 0.001 0.000 0.191 -0.00000 -0.00062 0.00468 5:WIND Z 0.000 0.001 0.000 0.001 0.00001 0.00004 0.00004 6 SPRINT CAE 0.000 -0.013 -0.000 0.013 0.00006 -0.00000 -0.00008 7:1.2D 1.6S .8\ -0.153 -0.266 -0.000 0.307 0.00109 -0.00050 0.00373 8.1.2D 1.66 .8\ 0.000 -0.266 0.000 0.266 0.00110 0.00003 0.00002 9.1.2D 1.6WX -0.306 -0.131 -0.000 0.333 0.00054 -0.00100 0.00748 10:1.2D 1.6WZ 0-000 -0.130 0.000 0.130 0.00056 0.00006 0.00004 11:DOUBLES! 0.000 -0.296 0.000 0.296 0.00123 0.00003 -0.00015 43 1:DEAD 0.002 -0.048 0.004 0.048 0.00013 -0.00011 -0.00011 2:SNOW -0.000 -0.122 0.011 0.123 0.00032 -0.00029 -0.00000 3:SNOW PLAT 0.004 -0.020 0.002 0.021 0.00006 -0.00005 -0.00012 4:WIND X -0.353 0.001 0.002 0.353 0.00009 -0.00008 0.00571 5:WIND Z -0.001 0.002 0.047 0.047 0.00224 0.00390 0.00004 6:SPRINT CAB 0.003 -0,014 0.001 0.014 0.00004 -0.00003 -0.00009 7: 1.2D 1.6S .8\ -0.277 -0.269 0.026 0.387 0.00077 -0.00071 0.00432 8:1.2D1.63 .8\ 0.005 -0.268 0.062 0.275 0.00250 0.00248 -0.00021 9: 1.2D 1.6WX -0.560 -0.134 0.015 0.576 0.00049 -0.00045 0.00889 10:1.2D 1.6WZ 0.004 -0.132 0.087 0.158 0.00394 0.00592 -0.00018 11:DOUBLE ST 0.010 -0.300 0.065 0.308 0.00259 0.00240 -0.00041 44 1:DEAD -0.002 -0.139 -0.002 0.139 0.00006 -0.00004 -0.00092 2:SNOW -0.000 -0.082 -0.007 0.082 -0.00033 -0.00011 -0.00000 3:SNOW PLAT -0.004 -0.196 -0.001 0.196 0.00021 -0.00002 -0.00160 4:WIND X -0.348 -0.001 -0.002 0.348 0.00001 0.00003 0.00001 5:WIND Z -0.001 -0.026 0.283 0.284 0.00086 -0.00156 -0.00021 6 SPRINT CAE -0.003 -0.134 -0.001 0.134 -0.00001 -0.00001 -0.00112 7: 1.2D 1.6S .8\ -0.284 -0.460 -0.016 0.540 -0.00047 -0.00022 -0.00243 8:1.2D 1.63 .8\ -0.006 -0.479 0.212 0.524 0.00022 -0.00150 -0.00261 9:1.2D 1.6WX . -0.562 -0.371 -0.011 0.673 -0.00010 -0.00007 -0.00242 10:1.2D 1.6WZ -0.007 -0.409 0.446 0.606 0.00127 -0.00262 -0.00277 Â· 11:DOUBLE SI -0.012 -0.793 0.211 0.820 0.00056 -0.00152 -0.00517 45 1:DEAD -0.001 -0.158 -0.002 0.158 0.00006 0.00001 -0.00029 2:SNOW -0.000 -0.082 -0.006 0.082 -0.00033 0.00003 -0.00000 3:SNOW PLAT -0.002 -0.233 -0.001 0.233 0.00019 0.00000 -0.00058 Print Time/Date: 09108/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 23 of 40 Sheet No Rev DN33XC243 24 Part Platform Software licensed to 1 Job Titie Aspen Valley Hospital Ref 8y KJS DateDg Aug-10 Chd Client Sprint F:!e DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (racl) (rad) (rad) 4:WIND X -0.348 0.000 -0.004 0.348 0.00047 0.00000 0.00002 5:WIND Z -0.001 -0.029 0.291 0.293 -0.00057 0.00022 -0.00004 6:SPRINT CAE -0.002 -0.161 -0.001 0.161 -0.00005 0 00000 -0.00045 7:1.2D 1.66 .8\ -0.282 -0.514 -0.017 0.587 -0.00013 0.00006 -0.00088 8:1.2D 1.63 .8\ -0.004 -0.538 0.219 0.581 -0.00096 0.00024 -0.00092 9:1.2D 1.6WX . -0.560 -0.424 -0.014 0.702 0.00061 0.00004 -0.00086 10:1.2D 1.6WZ -0.004 -0.471 0.459 0.658 -0.00106 0.00038 -0.00095 11:DOUBLE St -0.007 -0.910 0.218 0.936 -0.00066 0.00024 -0.00185 46 1:DEAD -0.000 -0.171 -0.002 0.171 0.00003 -0.00000 -0.00014 2:SNOW -0.000 -0.082 -0.006 0.082 -0.00033 -0.00001 -0.00000 3:SNOW PLAT -0.001 -0.258 -0.001 0.258 0.00016 -0.00000 -0.00029 4:WIND X -0.348 -0.000 -0.002 0.348 0.00104 -0.00008 -0.00001 5:WIND Z -0.000 -0.031 0.296 0.297 -0.00105 -0.00016 -0.00001 6:SPRINT CAE -0.001 -0.181 -0.001 0.181 -0.00005 -0.00000 -0.00023 7:1.2D 1.6S .8\ -0.279 -0.553 -0.016 0.620 0.00029 -0.00008 -0.00045 8:1.2D 1.6S .8\ -0.001 -0.578 0.222 0.619 -0.00138 -0.00014 -0.00045 9:1.2D 1.6WX . -0.558 -0.463 -0.010 0.725 0.00148 -0.00014 -0.00046 10:1.2D 1.6WZ -0.001 -0.512 0.466 0.692 -0.00186 -0.00026 -0.00046 11:DOUBLE SI -0.002 -0.990 0.221 1.015 -0.00112 -0.00014 -0.00091 47 1:DEAD 0.000 -0.171 -0.002 0.171 0.00003 0.00000 0.00014 2:SNOW 0.000 -0.082 -0.006 0 082 -0.00033 0.00001 0.00000 3:SNOW PLAT 0.001 -0.258 -0.001 0.258 0.00016 0.00000 0.00029 4:WIND X -0.348 -0.001 0.002 0.348 0.00150 -0.00008 -0.00001 5:WIND Z 0.000 -0.031 0.296 0.297 -0.00105 0.00016 0.00001 6:SPRINT CAE 0.001 -0.181 -0.001 0.181 -0.00005 0.00000 0.00023 7:1.2D 1.6S .8\ -0.277 -0.554 -0.012 0.620 0.00066 -0.00005 0.00043 8:1.2D 1.6S .8\ 0.001 -0.578 0.222 0.619 -0.00138 0.00014 0 00045 9:1.2D 1.6WX -0.556 -0.465 -0.004 0.724 0.00222 -0.00012 0.00042 10:1.2D 1.6WZ 0.001 -0.512 0.466 0.692 -0.00186 0.00026 0.00046 11:DOUBLE St 0.002 -0.990 0.221 1.015 -0.00112 0.00014 0.00091 48 1:DEAD 0.001 -0.158 -0.002 0.158 0.00006 -0.00001 0.00029 2:SNOW 0.000 -0.082 -0.006 0.082 -0.00033 -0.00003 0.00000 3:SNOW PLAT 0.002 -0.233 -0.001 0,233 0.00019 -0.00000 0.00058 4:WIND X -0.348 -0.001 0.004 0.348 0.00151 0.00001 0.00002 5:WIND Z 0.001 -0.029 0.291 0-293 -0.00057 -0.00022 0.00004 6 SPRINT CAE 0.002 -0.161 -0.001 0.161 -0.00005 -0.00000 0.00045 Print Time/DateÂ· 09/08'2010 22-01 STAAD/Pro for Windows Release 2000 Print Run 24 0' 40 Job No Sheet No Rev DN33XC243 25 Part Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref By KJS Date~g-Aug-10 Chd Cl~ent Sprint File DN33XC243.std Date/Time 09-Aug-2010 22.00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (racl) (rad) (rad) 1 7:1.2D 1,66 .8\ -0.275 -0.515 -0.010 0.584 0.00070 -0.00005 0.00091 8.1.201.63.8\ 0.004 -0.538 0.219 0.581 -0.00096 -0.00024 0.00092 9:1.2D 1.6WX -0.554 -0.426 0.000 0.698 0.00227 -0.00002 0.00093 10:1.2D1.6WZ 0.004 -0.471 0.459 0.658 -0.00106 -0.00038 0.00095 11:DOUBLE St 0.007 -0.910 0.218 0.936 -0.00066 -0.00024 0.00185 49 1:DEAD 0.002 -0.139 -0.002 0.139 0.00006 0.00004 0.00092 2:SNOW 0.000 -0.082 -0.007 0.082 -0.00033 0.00011 0.00000 3:SNOW PLAT 0.004 -0.196 -0.001 0.196 0.00021 0.00002 0.00160 4:WIND X -0.348 0.001 0.002 0.348 0.00002 0.00006 0.00002 5 WIND Z 0.001 -0.026 0.283 0.284 0,00086 0.00156 0.00021 6:SPRINT CAE 0.003 -0.134 -0.001 0.134 -0.00001 0.00001 0.00112 7:1.20 1.6S.8\ -0.273 -0.458 -0.012 0.533 -0.00046 0.00029 0.00246 8.1.28 1.6S .8\ 0.006 -0.479 0.212 0-524 0.00022 0.00150 0.00261 9:1.2D 1.6WX -0.551 -0.367 -0.003 0.662 -0.00008 0.00021 0.00248 10:1.2D1.6WZ 0.007 -0.409 0.446 0.606 0.00127 0.00262 0.00277 11:DOUBLE Sl 0.012 -0.793 0.211 0.820 0.00056 0.00152 0.00517 50 1:DEAD -0.002 -0.155 -0.002 0.155 0.00009 0.00004 -0.00092 2:SNOW 0.000 -0.122 -0.006 0.122 -0.00033 0.00011 -0.00000 3:SNOW PLAT -0-004 -0.202 -0.001 0.202 0.00024 0.00002 -0.00160 4:WIND X -0.353 -0.002 -0.002 0.353 -0.00001 0.00006 0.00002 5:WIND Z 0.001 0.027 0.284 0.285 0.00120 -0.00162 0.00021 6:SPRINT CAE -0.003 -0.138 -0.001 0.138 -0.00001 0.00001 -0.00112 7:1.2D 1.63 .8\ -0.288 -0.548 -0.016 0.619 -0.00043 0.00030 -0.00244 81.2[) 1.6S.8\ -0.005 -0.524 0.213 0.566 0.00053 -0.00105 -0.00228 9:1.2D 1.6WX . -0.570 -0.414 -0.011 0.705 -0.00008 0.00022 -0.00242 10:1.2D 1.6WZ -0.004 -0.368 0.447 0.579 0.00185 -0.00247 -0.00210 11:DOUBLE SI -0.010 -0.847 0.212 0.873 0.00092 -0.00102 -0.00484 51 1: DEAD -0.001 -0.175 -0.002 0.175 0.00005 -0.00001 -0.00029 2:SNOW 0.000 -0.122 -0.007 0.122 -0.00034 -0.00003 0.00000 3:SNOW PLAT -0.002 -0.238 -0.001 0.238 0.00018 -0.00001 -0.00058 4:WIND X -0.353 -0.000 -0.004 0.353 -0.00042 0.00000 0 00002 5:WIND Z 0.001 0.031 0.291 0.293 0.01660 0.00016 0.00004 6:SPRINT CAE -0.002 -0.165 -0.001 0.165 -0.00005 -0.00000 -0.00045 7:1.2D1.6S.8\ -0.286 -0.602 -0.018 0.667 -0.00089 -0.00006 -0.00088 8:1.2D 1.6S .8\ -0.003 -0.577 0.219 0.617 0.01273 0.00007 -0.00086 9:1.2D 1.6WX -0.568 -0.468 -0.014 0.736 -0.00085 -0.00003 -0.00086 Print Timef[)ateÂ· 09/08/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 25 of 40 Job No Sheet No Rev DN33XC243 26 Software licensed to 1 Paft platform Job Title Aspen Valley Hospital Re' Chd By KJS Dak09.Aug-10 Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22Â·00 Node Displacements Cont... Node LiC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 10:1.201.6WZ -0.002 -0.418 0.459 0.621 0.02638 0.00022 -0.00082 11:DOUBLE St -0.006 -0.958 0.217 0.983 0.01303 0.00006 -0.00179 52 1:DEAD -0.000 -0.187 -0.002 0.187 0.00006 0.00000 -0.00014 2:SNOW 0.000 -0.122 -0.006 0.122 -0.00034 0.00001 0.00000 3:SNOW PLAT -0.001 -0.264 -0.001 0.264 0.00018 0.00000 -0.00029 4:WIND X -0.353 -0.000 -0.002 0.353 -0.00100 -0.00008 -0.00001 5:WIND Z 0.000 0.033 0.296 0.298 0.02664 -0.00018 0.00001 6:SPRINT CAE -0.001 -0.185 -0.001 0.185 -0.00006 0.00000 -0.00023 7:1.2D 1.66 .8\ -0.284 -0.641 -0.016 0.701 -0.00135 -0.00005 -0.00045 8:1.2D 1.6S .8\ -0.001 -0.615 0.223 0.654 0.02076 -0.00013 -0.00043 9-1.2D 16WX -0.566 -0.507 -0.010 0.760 -0.00178 -0.00011 -0.00046 10:1.2D1.6WZ -0.001 -0.454 0.467 0.651 0 04244 -0.00029 -0.00041 11 DOUBLE St -0.002 -1.037 0.221 1.060 0.02104 -0.00013 -0.00088 53 1 :DEAD 0.000 -0.187 -0.002 0.187 0.00006 -0.00000 0.00014 2:SNOW -0.000 -0.122 -0.006 0.122 -0.00034 -0.00001 -0.00000 3:SNOW PLAT 0.001 -0.264 -0.001 0.264 0.00018 -0.00000 0.00029 4:WIND X -0.353 -0.001 0.002 0.353 -0.00151 -0.00008 -0.00001 5:WIND Z -0.000 0-033 0.296 0.298 0.02664 0.00018 -0.00001 6:SPRINT CAE 0.001 -0.185 -0.001 0.185 -0.00006 -0.00000 0.00023 7:1.201.63.8\ -0.281 -0.642 -0.012 0.701 -0.00176 -0.00008 0.00043 8:1.2D 1.66 .8\ 0.001 -0.615 0.223 0.654 0.02076 0.00013 0.00043 9:1.2D 1.6WX -0.564 -0.509 -0.004 0.759 -0.00260 -0.00013 0.00042 101.2ID 1-6WZ 0.001 -0.454 0.467 0.651 0.04244 0.00029 0.00041 11:DOUBLE Sl 0.002 -1.037 0.221 1.060 0.02104 0.00013 0 00088 54 1: DEAD 0.001 -0.175 -0.002 0.175 0.00005 0.00001 0,00029 2:SNOW -0.000 -0.122 -0.007 0.122 -0.00034 0.00003 -0.00000 3:SNOW PLAT 0.002 -0.238 -0.001 0.238 0.00018 0.00001 0.00058 4:WIND X -0.353 -0.001 0.004 0.353 -0-00154 0.00000 0.00002 5:WIND Z -0.001 0.031 0.291 0.293 0.01660 -0.00016 -0.00004 6:SPRINT CAE 0.002 -0.165 -0.001 0.165 -0.00005 0-00000 0.00045 7:1.2D 1.6S .8\ -0.279 -0.603 -0.011 0.665 -0.00178 0.00006 0.00091 8:1.2D 1.6S .8\ 0.003 -0.577 0.219 0.617 0 01273 -0.00007 0.00086 9:1.2D 1.6WX -0.562 -0.470 -0.000 0.732 -0.00264 0.00003 0.00093 10: 1.2D 1.6WZ 0.002 -0.418 0.459 0.621 0.02638 -0.00022 0.00082 11 DOUBLE SI 0.006 -0.958 0.217 0.983 0.01303 -0.00006 0.00179 55 1:DEAD 0.002 -0.155 -0.002 0.155 0.00009 r -0.00004 0.00092 Print Time/Date 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 26 of 40 Job No Sheet No Rev DN33XC243 27 Pan Platform Software licensed to 1 Job Title Aspen Valley Hospital Ref By KJS Dat Â°09-Aug-10 Crd client Sprint File DN33XC243.std Dale/Time 09-Aug-2010 22-00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ Un) (in) (in) (in) (rad) (rad) (rad) 2:SNOW -0.000 -0.122 -0.006 0.122 -0.00033 -0.00011 0.00000 3:SNOW PLAT 0.004 -0.202 -0.001 0.202 0.00024 -0.00002 0.00160 4:WIND X -0.353 0.001 0.002 0.353 -0.00002 0.00004 0.00003 5.WIND Z -0.001 0 027 0.284 0.285 0.00120 0.00162 -0.00021 6:SPRINT CAE 0.003 -0.138 -0.001 0.138 -0.00001 -0.00001 0.00112 7:1.20 1.66 .8\ -0.277 -0.546 -0.012 0.612 -0.00045 -0.00022 0.00247 8:1.28 1,68 .8\ 0.005 -0.524 0.213 0.566 0.00053 0.00105 0.00228 i 9:1.2D 1.6WX . -0560 -0.411 -0.003 0.694 -0.00010 -0.00007 0.00249 10:1.2D 1.6WZ 0.004 -0.368 0.447 0.579 0.00185 0.00247 0.00210 11:DOUBLE St 0.010 -0.847 0.212 0.873 0.00092 0.00102 0.00484 56 1:DEAD -0.002 -0.159 -0.002 0.159 -0.00013 -0.00000 -0.00011 2:SNOW 0.000 -0.102 -0.006 0.102 -0.00033 0.00000 -0.00001 3:SNOW PLAT -0.004 -0.215 -0.001 0.215 -0.00004 -0.00001 -0.00021 4 VVIND X -0.349 -0.001 -0.002 0.349 -0.00000 0.00005 -0.00015 5:WIND Z -0.022 -0.019 0.284 0.285 0.00045 0.00003 0.00319 6:SPRINT CAE -0.003 -0.136 -0.001 0.136 -0.00003 -0.00000 -0.00016 i 7:1.2D 1.6S .8\ -0.285 -0.519 -0.016 0.593 -0.00073 0.00003 -0.00045 8.1.2D 1.6S .8\ -0.024 -0.533 0.213 0.575 -0.00037 0.00002 0.00222 9:1.2D 1.6WX -0.565 -0.408 -0.011 0.697 -0.00036 0.00007 -0.00057 10:1.2D 1.6WZ -0.041 -0.436 0.447 0.626 0.00036 0.00004 0.00478 11:DOUBLE SI -0.030 -0.877 0.211 0.903 -0.00043 0 00001 0.00188 57 1:DEAD -0.002 -0.174 -0.002 0.175 -0.00014 0.00000 -0.00081 2:SNOW 0.000 -0.102 -0.006 0.102 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.004 -0.271 -0.001 0.271 -0.00005 -0.00000 -0.00144 4:WIND X -0.350 -0.000 -0.004 0.350 -0.00000 0.00004 0.00001 5.WIND Z 0.000 0.001 0.290 0.290 0.00051 -0.00001 0.00012 6:SPRINT CAE -0.003 -0.211 -0.001 0.211 -0.00003 -0.00000 -0.00102 7 1.2D 1.6S .8\ -0.286 -0.626 -0.017 0.688 -O.00073 0.00004 -0.00219 8:1.2D 1.63 .8\ -0.005 -0.625 0.218 0.662 -0.00033 -0.00001 -0.00210 9:1.2D 1.6WX . -0.566 -0.513 -0.014 0.764 -0.00037 0.00007 -0.00218 10: 1.2D 1.6WZ -0.005 -0.512 0.458 0.687 0.00045 -0.00002 -0.00201 11:DOUBLE St -0.011 -1.058 0.217 1-080 -0.00040 -0.00001 -0.00441 58 1:DEAD -0.000 -0.186 -0.002 0.186 -0.00014 0.00000 -0.00014 2:SNOW 0.000 -0.102 -0.006 0.102 -0.00033 -0.00000 -0.00000 3:SNOW PLAT -0.001 -0.296 -0.001 0.296 -0.00005 -0.00000 -0.00029 4:WIND X -0.351 -0.000 -0.002 1 0.351 -0.00000 0.00004 -0.00001 Print Time/Date: 09/08.02010 22.01 STAAD/Pro for Windows Release 2000 Print Run 27 of 40 Job No Sheet No Rev DN33XC243 28 Software licensed 10 1 Part Platform Job Title Aspen Valley Hospital Ref By KJS DateO9-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22Â·00 Node Displacements Cont... ' Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 5:WIND Z 0.000 0.001 0.296 0.296 0.00053 -0.00000 0.00000 6.SPRINT CAE -0.001 -0.231 -0.001 0.231 -0.00003 -0.00000 -0.00023 7:1.2D 1.6S .8\ -0.282 -0.664 -0.016 0.721 -0.00073 0.00004 -0.00045 8:1.20 1.6S.8\ -0.001 -0.663 0.223 0.699 -0.00031 -0.00000 -0.00044 9:1.2D 1-6WX -0.562 -0.552 -0.010 0.788 -0.00037 0.00007 -0.00046 10:1.2D 1.6WZ -0.001 -0.550 0-466 0.721 0.00048 -0.00001 -0.00044 11:DOUBLESI -0.002 -1.137 0.221 1.158 -0.00038 -0.00000 -0.00089 59 1:DEAD 0.000 -0.186 -0.002 0.186 -0.00014 -0.00000 0.00014 2:SNOW -0.000 -0.102 -0.006 0.102 -0.00033 0.00000 0.00000 3.SNOW PLAT 0.001 -0.296 -0.001 0.296 -0.00005 0.00000 0.00029 4:WIND X -0.351 -0.001 0.002 0.351 0.00000 0.00004 -0.00001 5:WIND Z -0.000 0.001 0.296 0.296 0.00053 0.00000 -0.00000 6:SPRINT CAE 0.001 -0.231 -0.001 0.231 -0.00003 0.00000 0.00023 7:1.2D 1.6S .8\ -0.279 -0.664 -0.012 0.721 -0.00073 0.00004 0.00043 8:1.2D 1.66 .8\ 0.001 -0.663 0.223 0.699 -0.00031 0.00000 0.00044 971.20 1.6WX -0.560 -0.553 -0.004 0.787 -0.00037 0.00007 0.00042 10:1.2D1.6WZ 0.001 -0.550 0.466 0.721 0.00048 0.00001 0.00044 11:DOUBLE St 0.002 -1.137 0.221 1.158 -0.00038 0.00000 0.00089 60 1:DEAD 0.002 -0.174 -0.002 0.175 -0.00014 -0.00000 0.00081 2:SNOW -0.000 -0.102 -0.006 0.102 -0.00033 0.00000 -0.00000 3:SNOW PLAT 0.004 -0.271 -0.001 0.271 -0.00005 0-00000 0.00144 4 WIND X -0.351 -0.001 0.004 0.351 0.00000 0.00004 0.00004 5:WIND Z -0.000 0.001 0.290 0.290 0.00051 0.00001 -0.00012 6:SPRINTCAE 0.003 -0.211 -0.001 0.211 -0.00003 0.00000 0.00102 7:1.2D 1.63 .8\ -0.275 -0.626 -0.011 0.684 -0.00073 0.00004 0.00223 8:1.2D 1.63 .8\ 0.005 -0.625 0.218 0.662 -0.00033 0,00001 0.00210 9:1.2D 1.6WX -0.556 -0.515 0.000 0.758 -0.00036 0.00007 0.00226 10:1.2D1.6WZ 0.005 -0.512 0.458 0.687 0.00045 0.00002 0.00201 11:DOUBLE St 0.011 -1.058 0.217 1.080 -0.00040 0.00001 0.00441 61 1.DEAD 0.002 -0.159 -0.002 0.159 -0.00013 0.00000 0 00011 2 SNOW -0.000 -0.102 -0.006 0.102 -0.00033 -0.00000 0.00001 3:SNOW PLAT 0.004 -0.215 -0.001 0.215 -0.00004 0.00001 0.00021 4.WIND X -0.543 0.001 0.002 0.543 0.00000 0.00003 0.00483 5~WIND Z 0.022 -0.019 0.284 0.285 0.00045 -0.00003 -0.00319 6:SPRINT CAE 0.003 -0.136 -0.001 0.136 -0.00003 0.00000 0.00016 7:1.2D 1.6S .8\ -0.429 -0.517 -0.012 0.672 -0.00073 0.00003 0.00420 Print Time/DateÂ· 09/08,12010 22:01 STAAD/Pro for Windows Release 2000 Print Run 28 of 40 DN33XC243 29 Job No Sheet No Rev Software licensed tc 1 ParÂ·tplatform Job Title Aspen Valley Hospital Ref By KJS Datvg.Aug-10 Chd ~ Client Sprint File DN33XC243.std Datemme 09-Aug-2010 22-00 Node Displacements Cont... Node UC XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 8:1.2D1.63.8\ 0.024 -0.533 0.213 0.575 -0.00037 -0.00002 -0.00222 9 1.2[) 1.6WX. -0.863 -0.404 -0.003 0.953 -0.00036 0.00006 0.00806 10:1.2D 1.6WZ 0.041 -0.436 0.447 0.626 0.00036 -0.00004 -0,00478 11:DOUBLE SI 0.030 -0.877 0.211 0.903 -0.00043 -0.00001 -0.00188 62 1:DEAD 0.006 -0.142 0.001 0.142 -0.00019 0.00000 -0.00029 2:SNOW 0.000 -0.082 -0.030 0.087 -0.00033 -0.00002 -0.00000 3:SNOW PLAT 0.011 -0.201 0.012 0.202 -0.00005 0.00000 -0.00046 4 WI ND X -0.352 -0.002 -0 003 0.352 0.00004 -0.00045 0.00004 5:WIND Z 0.001 -0.026 0.345 0.346 0.00045 0.00290 0.00003 6:SPRINT CAE 0.008 -0.138 -0.005 0.138 -0.00003 -0.00001 -0.00033 7:1.20 1.6S .8\ -0.264 -0.468 -0.055 0.540 -0.00078 -0.00040 -0.00071 8,1.2D 1.66 .8\ 0.018 -0.487 0.224 0.537 -0.00045 0.00229 -0.00072 9.1.2[) 1.6WX. -0.546 -0.379 -0.023 0.665 -0.00038 -0.00074 -0.00068 10:1.2D 1.6WZ 0.018 -0.418 0.534 0.678 0.00027 0.00463 -0.00069 11:DOUBLE St 0.035 -0.809 0.243 0.846 -0.00053 0.00230 -0.00145 63 1:DEAD 0.004 -0.155 0.000 0.155 -0.00001 0 00003 -0.00024 2:SNOW 0.000 -0.082 -0.030 0.087 -0.00033 -0.00000 0 00000 3:SNOW PLAT 0.007 -0-227 0.011 0.227 0.00012 0.00003 -0.00049 4:WIND X -0.352 0.000 0.030 0.353 0.00048 -0.00078 0.00003 5:WIND Z 0.000 -0.029 0.254 0.256 -0.00042 0.00105 -0.00005 6:SPR[NT CAE 0.005 -0.157 -0.004 0.157 -0.00005 -0.00000 -0.00038 7:1.20 1.6S.8\ -0.271 -0.505 -0.029 0.574 -0.00021 -0.00060 -0.00072 8:1.2D 1.6S .8\ 0.011 -0.528 0.151 0.550 -0.00093 0.00087 -0.00078 9:1.20 1.6WX -0.553 -0.415 0.028 0.692 0.00054 -0.00122 -0.00070 10.1.2D 1.6WZ 0.011 -0.461 0.387 0.602 -0.00090 0.00171 -0.00082 11:DOUBLE SI 0.021 -0.891 0.168 0.907 -0.00074 0.00091 -0.00157 64 1:DEAD 0.001 -0.171 -0.001 0.171 0 00002 0.00001 -0,00015 2:SNOW 0.000 -0.082 -0.030 0 087 -0.00033 -0.00000 -0.00000 3:SNOW PLAT 0.002 -0.258 0.010 0.258 0.00015 0.00001 -0.00030 4:WIND X -0,352 -0.000 0.071 0.359 0 00097 -0.00082 -0.00000 5:WIND Z 0.000 -0.031 0.225 0.228 -0.00086 0.00022 -0.00001 6:SPRINT CAE 0.002 -0.181 -0.004 0.181 -0.00005 -0.00000 -0.00023 7:1.2D1.6S.8\ -0.278 -0.553 0.003 0.619 0.00021 -0.00065 -0.00046 8:1.2D 1.6S 8\ 0.004 -0.578 0.127 0.591 -0.00125 0 00019 -0.00047 9:1.2D1.6WX. -0.560 -0.463 0.093 0.733 0.00135 -0.00130 -0.00046 10:1.2D 1.6WZ 0.004 -0.512 0.340 0.615 -0.00158 0.00037 -0.00048 Print Time/Date C9/08/2010 22Â·01 STAAD/Pro for Windows Reiease 2000 Print Run 29 of 40 Job No Sheet No Rev DN33XC243 30 Software licensed to 1 PaM platform Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Chd Client Sprint File DN33XC243.std Daten-,me 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 11:DOUBLE SI 0.007 -0.990 0.143 1.001 -0.00102 0.00020 -0.00095 65 1:DEAD -0.001 -0.171 -0.001 0.171 0.00002 -0.00001 0.00015 2:SNOW -0.000 -0.082 -0.030 0.087 -0.00033 0.00000 0.00000 3:SNOW PLAT -0.002 -0.258 0.010 0.258 0.00015 -0.00001 0.00030 4:WINDX -0.352 -0.001 0.105 0.367 0.00129 -0.00046 -0.00001 5:WIND Z -0,000 -0.031 0.225 0.228 -0.00086 -0.00022 0.00001 6:SPRINTCAE -0.002 -0.181 -0.004 0.181 -0.00005 0.00000 0.00023 7:1.2D 1.6S .8\ -0.285 -0.554 0.030 0.624 0.00047 -0.00038 0.00045 8:1.2D 1.63 .8\ -0.004 -0.578 0.127 0.591 -0.00125 -0.00019 0.00047 91.2D 1.6WX -0.567 -0.465 0.147 0.748 0.00187 -0.00075 0.00045 1021.2[) 1.6WZ -0.004 -0.512 0.340 0.615 -0.00158 -0.00037 0.00048 11:DOUBLE SI -0.007 -0.990 0.143 1.001 -0.00102 -0.00020 0.00095 66 1:DEAD -0.004 -0.155 0.000 0.155 -0.00001 -0.00003 0.00024 2:SNOW -0.000 -0.082 -0.030 0.087 -0.00033 0.00000 -0.00000 3:SNOW PLAT -0.007 -0.227 0.011 0.227 0.00012 -0.00003 0.00049 4:WIND X -0.352 -0.001 0.103 0.367 0.00114 0,00074 0 00008 5:WIND Z -0.000 -0.029 0.254 0.256 -0.00042 -0.00105 0.00005 6:SPRINT CAE -0.005 -0.157 -0.004 0.157 -0.00005 0.00000 0.00038 7:1.2D 1.6S .8\ -0.292 -0.506 0.030 0.585 0.00031 0.00056 0.00080 8:1.2D 1.6S .8\ -0.011 -0.528 0.151 0.550 -0.00093 -O.00087 0.00078 91.2[) 1.6WX -0.574 -0.417 0.145 0.724 0.00159 0.00115 0.00087 10:1.2D1.6WZ -0.011 -0.461 0.387 0.602 -0.00090 -0.00171 0.00082 11:DOUBLE St -0.021 -0.891 0.168 0.907 -0.00074 -0.00091 0.00157 67 1:DEAD -0.006 -0.142 0.001 0.142 -0.00019 -0.00000 0.00029 2:SNOW -0.000 -0.082 -0.030 0.087 -0.00033 0.00002 0.00000 3:SNOW PLAT -0.011 -0.201 0.012 0.202 -0.00005 -0.00000 0.00046 4:WIND X -0.352 0.001 0.002 0.353 0.00004 0.00384 -0.00024 5:WI ND Z -0.001 -0.026 0.345 0.346 0.00045 -0.00290 -0.00003 6:SPRINT CAE -0.008 -0.138 -0.005 0.138 -0.00003 0.00001 0.00033 7:1.2D 1.6S .8\ -0.299 -0.466 -0.051 0.556 -0.00077 0.00311 0.00055 8.1.2D 1.6S .8\ -0.018 -0.487 0.224 0.537 -0.00045 -0.00229 0.00072 9:1.2D 1.6WX -0.581 -0.375 -0.015 0.692 -0.00037 0.00617 0.00036 10:1.201.6WZ -0.018 -0.418 0.534 0.678 0.00027 -0.00463 0.00069 11:DOUBLE ST -0.035 -0.809 0.243 0.846 -0.00053 -O.00230 0.00145 68 1:DEAD 0.006 -0.158 0.001 0.158 0.00011 0.00000 -0.00028 2:SNOW -0.000 -0.122 -0.030 0.126 -0.00033 0.00002 -0.00000 Print Time/DateÂ· 09/0812010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 30 of 40 Job No Shee: No Rev DN33XC243 31 Software licensed to 1 partplatform Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-1 0 Chd Client Sprint File DN33XC243-std Date,Time 09-Aug-2010 2200 Node Displacements Cont... Node L/C XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 3: SNOW PLAT 0.011 -0.207 0.012 0.207 0.00016 0.00000 -0.00045 4-WIND X -0.357 -0.002 -0.003 0.357 -0.00004 0.00050 0.00004 5:WIND Z -0.001 0.029 0.346 0.347 0.00141 -0,01200 0.00002 6:SPRINT CAE 0.008 -0.141 -0.005 0.142 -0.00010 0.00001 -0.00033 7:1.2D 1.63 .8\ -0.269 -0.556 -0.055 0.620 -0,00055 0.00044 -0.00070 8:1.2D1.6S.8\ 0.017 -0.531 0.224 0.577 0.00061 -0.00956 -0.00072 9:1.2D 1.6WX -0.554 -0.423 -0.023 0.697 -0.00022 0.00083 -0.00066 10:1.2D 1.6WZ 0.016 -0.374 0.534 0.652 0.00210 -0.01918 -0.00070 11:DOUBLE SI 0.034 -0.862 0.244 0.896 0.00087 -0.00956 -0.00144 69 1: DEAD 0.004 -0.172 0.002 0.172 0.00007 -0.00001 -0.00025 2:SNOW -0.000 -0.122 -0.031 0.126 -0.00034 0.00000 0.00000 3:SNOW PLAT 0.007 -0.232 0.012 0.233 0.00018 0.00000 -0.00049 4:WIND X -0.357 0.000 -0.035 0.359 -0.00045 0.00075 0.00003 5:WIND Z -0.000 0.031 1.190 1.190 0-00864 -0.01751 0.00004 6:SPRINT CAE 0.005 -0.160 -0.005 0.160 -0.00007 0.00001 -0.00038 7:1.2D 1.68 .8\ -0.275 -0.593 -0.082 0.659 -0.00091 0.00060 -0.00073 8:1.20 1.66 .8\ 0.010 -0.569 0.898 1.063 0.00637 -0.01401 -0.00072 9:1.2D 1.6WX -0.561 -0.459 -0.076 0.729 -0.00090 0.00120 -0.00071 10:1.2D1.6WZ 0.010 -0.410 1.884 1.928 0.01365 -0.02802 -0.00069 11:DOUBLE SI 0.021 -0.940 0.918 1.314 0 00665 -0.01400 -0.00151 70 1:DEAD 0.001 -0.187 0.002 0.187 0.00006 -0.00000 -0.00015 2:SNOW -0.000 -0.122 -0.031 0.126 -0.00034 0.00000 -0.00000 3:SNOW PLAT 0.002 -0.263 0.012 0.264 0.00018 0.00000 -0.00030 4 WIND X -0.357 -0.000 -0.073 0.365 -0.00094 0.00071 0.00000 5:WIND Z -0.000 0.033 1.841 1.841 0.01563 -0.00718 0.00002 6:SPRINT CAE 0.002 -0.184 -0.005 0.185 -0.00006 0.00000 -0.00023 7:1.2D1.63.8\ -0.282 -0.641 -0.112 0.710 -0-00130 0.00057 -0.00046 8.1.2D 166 .8\ 0.003 -0.615 1.419 1.546 0,01195 -0.00574 -0.00045 9:1.2D 1.6WX -0.568 -0.507 -0.136 0.774 -0.00168 0.00113 -0.00046 101.20 1.6WZ 0.003 -0.455 2.926 2.961 0.02483 -0.01149 -0.00043 11:DOUBLE SI 0.007 -1.037 1.438 1.773 0.01224 -0.00574 -0.00092 71 1:DEAD -0.001 -0.187 0.002 0.187 0.00006 0.00000 0.00015 2:SNOW 0.000 -0,122 -0.031 0.126 -0.00034 -0.00000 0.00000 3 SNOW PLAT -0.002 -0.263 0.012 0-264 0.00018 -0.00000 0.00030 4:WIND X -0.357 -0.001 -0.101 0.371 -0.00130 0.00035 -0.00001 5:WIND Z 0.000 0.033 1.841 1.841 0 01563 0.00718 -0.00002 Print T:me/DateÂ· 09/08/2010 22:01 SU\AD/Pro for Windows Release 2000 Print Run 31 of 40 DN33XC243 32 Job No Sheet No Rev Part Platform Software [:censed :0 1 Job Title Aspen Valley Hospital Ref ~ Client Sprint By KJS Dal~g.Aug-10 Cho File DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (racl) (rad) (rad) 6:SPRINT CAE -0.002 -0.184 -0.005 0.185 -0.00006 -0.00000 0.00023 7: 1.2 D 1.6S .8\ -0.289 -0.642 -0.134 0.717 -0.00159 0.00028 0.00045 8:1.20 1.63 .8\ -0.003 -0.615 1.419 1.546 0.01195 0.00574 0.00045 9:1.2D 1.6WX -0.575 -0.509 -0-181 0.789 -0.00225 0.00057 0.00045 10:1.20 1.6WZ -0.003 -0.455 2.926 2.961 0 02483 0.01149 0.00043 11:DOUBLE St -0.007 -1.037 1,438 1.773 0.01224 0-00574 0.00092 72 1:DEAD -0.004 -0.172 0.002 0.172 0.00007 0.00001 0.00025 2:SNOW 0.000 -0.122 -0.031 0.126 -0.00034 -0.00000 -0.00000 3:SNOW PLAT -0.007 -0.232 0.012 0.233 0.00018 -0.00000 0.00049 4:WIND X -0.358 -0.001 -0.096 0.370 -0.00116 -0.00075 0 00008 5:WIND Z 0.000 0.031 1.190 1.190 0-00864 0.01751 -0.00004 6:SPRINT CAE -0.005 -0.160 -0.005 0.160 -0.00007 -0.00001 0 00038 7:1.2D 1.6S .8\ -0.296 -0.594 -0-131 0.677 -0.00147 -0.00060 0.00081 8:1.20 1.63 .8\ -0.010 -0.569 0.898 1.063 0.00637 0.01401 0.00072 9/1.20 1.6WX -0.583 -0.461 -0.174 0.763 -0.00202 -0.00120 0.00088 10.1.201,6WZ -0.010 -0.410 1.884 1.928 0.01365 0.02802 0.00069 11:DOUBLE St -0.021 -0.940 0.918 1.314 0.00665 0.01400 0.00151 73 1:DEAD -0.006 -0.158 0.001 0.158 0.00011 -0.00000 0.00028 2:SNOW 0.000 -0.122 -0.030 0.126 -0.00033 -0.00002 0.00000 : 3:SNOW PLAT -0.011 -0.207 0.012 0.207 0.00016 -0.00000 0.00045 4:WIND X -0.358 0.001 0.002 0.358 -0.00004 -0.00374 -0.00027 5:WIND Z 0.001 0.029 0.346 0.347 0.00141 0.01200 -0-00002 6:SPRINT CAE -0.008 -0.141 -0.005 0.142 -0.00010 -0.00001 0.00033 7:1.2D 1.6S .8\ -0.303 -0.553 -0.051 0.633 -0.00056 -0.00303 0.00052 8:1.28 1.63 .8\ -0.017 -0.531 0.224 0.577 0.00061 0.00956 0.00072 9: 1.20 1.6WX -0.590 -0,418 -0.015 0.723 -0.00023 -0.00600 0.00030 10:1.2D 1.6WZ -0.016 -0.374 0.534 0.652 0 00210 0.01918 0.00070 11:DOUBLE SI -0.034 -0.862 0.244 0.896 0.00087 0.00956 0.00144 74 1 DEAD 0.006 -0.160 0.001 0.160 -0.00011 -0.00001 -0.00017 2-SNOW 0.000 -0.102 -0.030 0.106 -0.00033 0.00000 -0.00000 3'SNOW PLAT 0.011 -0.215 0.012 0.216 -0.00002 -0.00001 -0.00029 4 WIND X -0.341 -0.001 -0.003 0.341 -0.00000 0.00005 -0.00007 5:WIND Z -0.212 -0.020 0.346 0.406 0.00047 0.00206 0.00185 6:SPRINT CAE 0.009 -0.136 -0.005 0.137 -0.00005 -0.00001 -0.00022 7:1.2D 1.6S .8\ -0.254 -0.519 -0.055 0.581 -0.00073 0.00003 -0.00053 8:1.2D 1.6S .8\ -0.151 -0.534 0.224 0.598 -0.00035 0.00164 0.00101 Print Time/Cate 03/08/201Â¢ 22:01 STAAD/Pro for Windows Release 2000 Print Run 32 of 40 Job No Sheet No Rev RÂ« DN33XC243 33 Software licensed to 1 Part Platform | Job Title Aspen Valley Hospital Ref By KJS Date09.Aug-10 Chd Client Sprint File DN33XC243.std Date/lirAe 09-Aug-2010 22-00 Node Displacements Cont... Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 9:1.2D 1.6WX -0.527 -0.408 -0.023 0.667 -0.00036 0.00007 -0.00058 10:1.2D 1.6WZ -0.321 -0.438 0.534 0.761 0.00039 0.00329 0.00249 11:DOUBLE SI -0.133 -0.878 0.243 0.921 -0.00039 0.00162 0.00054 75 1:DEAD -0.006 -0.160 0.001 0.160 -0.00011 0.00001 0.00017 2:SNOW -0.000 -0.102 -0.030 0.106 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.011 -0.215 0.012 0.216 -0.00002 0.00001 0.00029 4:WIND X -0.584 0.001 0.002 0.584 0.00000 0.00003 -0.00303 5:WIND Z 0.212 -0.020 0.346 0.406 0.00047 -0.00206 -0.00185 6:SPRINT CAE -0.009 -0.136 -0.005 0.137 -0.00005 0.00001 0.00022 7:1.2D 1.63 .8\ -0.486 -0.517 -0.051 0.711 -0.00073 0.00003 -0,00195 8:1.2D 1.66 .8\ 0.151 -0.534 0.224 0.598 -0.00035 -0,00164 -0.00101 1 9:1.28 1.6WX -0.952 -0.404 -0.015 1.035 -0.00036 0.00005 -0.00437 10.1.201.6WZ 0.321 -0.438 0.534 0.761 0.00039 -0.00329 -0.00249 11:DOUBLE S! 0.133 -0.878 0.243 0.921 -0.00039 -0.00162 -0.00054 76 1:DEAD 0.002 -0.140 0.000 0.140 0.00011 -0.00002 0.00012 2:SNOW -0.000 -0.082 -0.018 0.084 -0.00033 -0.00007 -0.00000 3:SNOW PLAT 0.003 -0.199 0.007 0.199 0.00023 -0.00001 0.00018 4:WIND X -0.350 -0.002 -0.002 0.350 0.00002 -0.00021 0.00006 5:WIND Z 0.000 -0.026 0.315 0.316 0.00088 0.00067 O.00013 1 6:SPRINT CAE 0.003 -0.136 -0.002 0.136 -0.00007 -0.00001 0.00012 7:1.2D 1.66 .8\ -0.275 -0.464 -0.033 0.540 -0.00047 -0.00031 0.00033 8.1.20 1.6S .8\ 0.005 -0.483 0.221 0.531 0.00022 0.00040 0.00038 9: 1.20 1.6WX . -0.554 -0.375 -0.014 0.669 -0.00010 -0.00041 0.00038 10 1.201.6WZ 0.005 -0.414 0.493 0.644 0.00129 0.00100 0.00048 11:DOUBLE SI 0.011 -0.801 0.232 0.834 0.00058 0.00039 0.00067 77 1:DEAD 0.002 -0.155 -0.000 0.155 0.00004 0.00003 0.00003 2:SNOW 0.000 -0.082 -0.018 0.084 -0.00033 0.00000 -0.00000 3:SNOW PLAT 0.003 -0.227 0.006 0,227 0.00017 0.00003 0,00008 4:WIND X -0.350 0.000 0.013 0-350 0.00047 -0,00037 0.00007 ' 5:WIND Z 0.000 -0.029 0.271 0.273 -0-00048 0.00067 -0.00000 6:SPRINT CAE 0.002 -0.157 -0.002 0.157 -0.00005 -0.00000 0.00007 7:1.2D 1.63 .8\ -0.275 -0.505 -0.022 0.575 -0.00016 -0.00025 0.00018 8:1.2D 1.68 .8\ 0.005 -0.528 0.185 0.560 -0.00092 0.00058 0.00012 9.1.201-6WX. -0.555 -0.415 0.008 0693 0.00057 -0.00056 0.00023 10:1.2D 1.6WZ 0.005 -0.461 0.422 0.625 -0.00095 0.00111 0.00012 11:DOUBLE St 0.010 -0.891 0.194 0.912 -0.00065 0.00063 0.00024 Print Time/Date: 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 33 of 40 Jo b No Sheet No Rev DN33XC243 34 Software licensed :0 1 Part platform Jof Title Aspen Valley Hospital Ref By KJS Datvg-Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Node Displacements Cont... Node L/C XYZ Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) 78 1:DEAD 0.001 -0.171 -0.001 0.171 0.00003 0.00000 0.00004 2:SNOW -0.000 -0.082 -0.018 0,084 -0.00033 -0.00000 0,00000 3:SNOW PLAT 0.001 -0.258 0.005 0.258 0.00016 0 00000 0.00008 4.WIND X -0.350 -0.000 0.035 0.352 0.00101 -0.00045 0.00009 i 5:WIND Z 0.000 -0.031 0.259 0.261 -0.00096 0-00003 -0.00000 6:SPRINT CAE 0.001 -0.181 -0.002 0.181 -0.00005 .0.00000 0.00007 7:1.2D1.66.8\ -0.278 -0.553 -0.006 0.619 0.00026 -0.00037 0.00020 8:1.2D 1.6S .8\ 0.002 -0.578 0.173 0.603 -0.00131 0.00002 0.00012 9:1.2D 1.6WX -0.558 -0.463 0.042 0.727 0.00142 -0.00072 0.00027 10:1.20 1.6WZ 0.002 -0.512 0.401 0.650 -0.00172 0.00005 0-00012 11:DOUBLE Sl 0.003 -0.990 0.181 1.007 -0.00106 0.00003 0.00025 79 1:DEAD -0.001 -0.171 -0.001 0.171 0.00003 -0.00000 -0.00004 2:SNOW 0.000 -0,082 -0.018 0.084 -0.00033 0.00000 -0.00000 3:SNOW PLAT -0.001 -0.258 0.005 0.258 0.00016 -0.00000 -0.00008 4:WIND X -0.350 -0.001 0.055 0.355 0.00141 -0.00027 0.00009 5 WIND Z -0.000 -0.031 0.259 0.261 -0.00096 -0.00003 0.00000 6:SPRINT CAE -0.001 -0.181 -0.002 0.181 -0.00005 0.00000 -0.00007 7:1.20 1.6S .8\ -0.282 -0.554 0.011 0.622 0.00058 -0.00021 -0.00005 8.1.20 1.63 .8\ -0.002 -0.578 0.173 0.603 -0.00131 -0.00002 -0.00012 9:1.20 1.6WX -0.562 -0.465 0.075 0.733 0.00206 -0.00044 0.00002 10:1.2D 1.6WZ -0.002 -0.512 0.401 0.650 -0.00172 -0.00005 -0.00012 11:DOUBLE SI -0.003 -0.990 0.181 1.007 -0.00106 -0.00003 -0.00025 80 1:DEAD -0.002 -0.155 -0.000 0.155 0.00004 -0.00003 -0.00003 2:SNOW 0.000 -0.082 -0.018 0.084 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.003 -0,227 0.006 0.227 0.00017 -0.00003 -0.00008 4:WIND X -0.350 -0.001 0.057 0.355 0.00133 0.00053 0.00007 5:WIND Z -0.000 -0.029 0.271 0.273 -0.00048 -0.00067 0.00000 6:SPRINT CAE -0.002 -0.157 -0.002 0.157 -0.00005 0.00000 -0.00007 7:1.2D 1.6S .8\ -0.285 -0.506 0.013 0.581 0.00052 0.00037 -0.00007 8:1.2D 1.6S .8\ -0-005 -0.528 0.185 0.560 -0.00092 -0.00058 -0.00012 9.1.201.6WX -0.566 -0.417 0.079 0.707 0.00195 0.00080 -0.00001 10:1.2[) 1.6WZ -0.005 -0.461 0.422 0.625 -0.00095 -0.00111 -0.00012 11:DOUBLE SI -0.010 -0.891 0.194 0.912 -0.00065 -0.00063 -0.00024 : 81 1 DEAD -0.002 -0.140 0.000 0.140 0.00011 0.00002 -0.00012 2:SNOW 0,000 -0.082 -0.018 0.084 -0.00033 0.00007 0.00000 3:SNOW PLAT -0.003 -0.199 0.007 Oi 199 0.00023. 0.00001 -0.00018 PrioR Time/Date 09.108/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 34 of 40 Job No Sheet No Rev DN33XC243 35 Software i censed :0 1 Part Platform Job Title Aspen Valley Hospital Ref By KJS Dat Â°09-Aug-10 Chd Client Sprint File DN33XC243.std Daterrime 09-Aug-2010 22:00 Node Displacements Cont... Node LlC X Y Z Resultant rX rY rZ (in) (in) Un) (in) (rad) (rad) (rad) 4.WIND X -0.351 0.001 0.002 0.351 0.00006 0.00195 0.00016 5:WIND Z -0.000 -0.026 0.315 0.316 0.00088 -0.00067 -0.00013 6:SPRINT CAE -0,003 -0.136 -0.002 0.136 -0.00007 0.00001 -0.00012 7.1.2D 1.6S .8\ -0.286 -0.462 -0.029 0.544 -0.00043 0.00170 -0.00016 812[) 1.66 .8\ -0-005 -0.483 0.221 0.531 0.00022 -0.00040 -0.00038 9:1.2D1.6WX -0.566 -0.371 -0,007 0.677 -0.00002 0.00319 -0.00003 10:1.2D 1.6WZ -0.005 -0.414 0.493 0.644 0.00129 -0.00100 -0.00048 11:DOUBLE St -0.011 -0.801 0.232 0.834 0.00058 -0.00039 -0.00067 82 1:DEAD 0.002 -0.156 0.000 0.156 0.00003 0.00002 0.00012 2:SNOW -0.000 -0.122 -0.018 0.123 -0.00034 0.00006 -0.00000 , 3:SNOW PLAT 0.003 -0.204 0.007 0.204 0.00017 0.00001 0.00018 4:WIND X -0.355 -0.002 -0.002 0.355 -0.00002 0.00028 0.00006 5:WIND Z -0.000 0.028 0.315 0.316 0.00133 -0.00681 0.00010 6:SPRINT CAE 0.003 -0.139 -0.002 0.140 -0.00006 0.00001 0.00012 7:1.2D 1.6S .8\ -0.279 -0.552 -0.033 0.619 -0.00058 0.00037 0.00033 8:1.20 1.66 .8\ 0.005 -0.528 0.221 0.572 0.00050 -0.00531 0.00036 9:1.2D 1.6WX . -0.563 -0.419 -0.015 0.702 -0.00023 0.00052 0.00037 10:1,2D 1.6WZ 0.005 -0.371 0.493 0.617 0.00193 -0.01083 0.00044 11:DOUBLE St 0.011 -0.854 0.232 0.885 0.00077 -0.00529 0.00065 83 1:DEAD 0.002 -0.171 -0.001 0.171 0.00006 -0.00001 0.00003 2:SNOW -0.000 -0.122 -0.019 0.124 -0.00034 -0.00000 -0.00000 3:SNOW PLAT 0.003 -0.232 0.006 0.232 0.00018 0.00001 0.00008 4:WIND X -0.355 0.000 -0.020 0.356 -0.00043 0.00037 0.00007 5:WIND Z -0.000 0.031 0.831 0.832 0.01208 -0.00851 0.00000 6:SPRINT CAE 0.002 -0.160 -0.003 0.160 -0.00006 0.00001 0.00007 7:1.2D 1.6S .8\ -0.279 -0.593 -0,049 0.657 -0.00089 0.00029 0.00018 8:1.2D 1.6S .8\ 0-005 -0.569 0.631 0.850 0.00912 -0.00681 0.00012 9.1.2D 1.6WX -0.563 -0.459 -0.044 0.728 -0.00086 0.00059 0.00024 10:1.2D 1.6WZ 0.005 -0.410 1.317 1.379 0.01915 -0.01362 0-00012 11.DOUBLE SI 0.010 -0.940 0.640 1.137 0.00941 -0.00680 0.00025 84 1:DEAD 0.001 -0.187 -0.000 0.187 0.00006 0.00000 0.00004 2:SNOW -0.000 -0.122 -0.019 0.124 -0.00034 0.00000 0.00000 3:SNOW PLAT 0.001 -0.263 0.006 0.264 0.00018 0.00000 0.00008 4:WIND X -0.355 -0.000 -0.038 0.357 -0.00098 0.00031 0.00009 5:WIND Z -0.000 0.033 1.186 1.187 0.02104 -0.00368 -0.00000 6:SPRINT CAE 0.001 -0.185 -0.003 0.185 -0.00006 0.00000 0.00007 Print Time/DateÂ· 09/08/2010 22,01 STAAD/Pro for Windows Release 2000 Print Run 35 of 40 Job No Shee No Rev DN33XC243 36 ' Software licensed to 1 Part Platform ~ Job Title Aspen Valley Hospital Ref By KJS Date09-Aug-10 Chd Cl.ent Sprint File DN33XC243.std Date/Tinie 09-Aug-2010 22:00 Node Displacements Cont... : Node L/C XYZ Resultant rX rY TZ (in) (in) (in) (in) (racl) (rad) (rad) 7:1.2D 1.66 -8\ -0.283 -0.641 -0.064 0.704 -0.00133 0.00026 0.00020 8.1.2D 1.63 .8\ 0.002 -0.615 0.915 1.103 0.01628 -0.00294 0.00012 9-1.2D 1.6WX . -0.567 -0.507 -0.074 0.764 -0.00174 0.00051 0.00027 10:1.2D 1.6WZ 0.002 -0.455 1.885 1.939 0.03349 -0.00589 0.00012 11:DOUBLE St 0.003 -1.037 0.924 1.389 0.01657 -0.00294 0.00025 85 1:DEAD -0.001 -0.187 -0.000 0.187 0.00006 -0.00000 -0.00004 2:SNOW 0.000 -0.122 -0.019 0.124 -0.00034 -0.00000 -0.00000 3:SNOW PLAT -0.001 -0.263 0.006 0.264 0.00018 -0.00000 -0.00008 4:WIND X -0.355 -0.001 -0.051 0.359 -0.00141 0.00014 0.00009 5:WIND Z 0.000 0.033 1.186 1.187 0.02104 0.00368 0.00000 6.SPRINT CAE -0.001 -0.185 -0.003 0.185 -0.00006 -0.00000 -0.00007 7:1.2D1.6S.8\ -0.286 -0.642 -0.075 0.707 -0.00168 0.00010 -0.00005 8:1.2D 1.6S .8\ -0.002 -0.615 0.915 1.103 0.01628 0.00294 -0.00012 9.1.2D 1.6WX -0.570 -0.509 -0.095 0.770 -0.00244 0.00022 0.00002 10:1.2D 1.6WZ -0.002 -0.455 1.885 1.939 0.03349 0.00589 -0.00012 11:DOUBLE SI -0.003 -1.037 0.924 1.389 0.01657 0.00294 -0.00025 86 1:DEAD -0.002 -0.171 -0.001 0.171 0.00006 0.00001 -0.00003 2.SNOW 0.000 -0.122 -0.019 0.124 -0.00034 0.00000 0.00000 3:SNOW PLAT -0.003 -0.232 0.006 0.232 0.00018 -0.00001 -0.00008 4:WIND X -0.356 -0.001 -0.049 0.359 -0.00135 -0.00052 0.00007 5 WIND Z 0.000 0.031 0.831 0.832 0.01208 0.00851 -0.00000 6:SPRINT CAE -0.002 -0.160 -0.003 0.160 -0.00006 -0.00001 -0.00007 7:1.2D 1.6S .8\ -0.290 -0.594 -0.073 0.665 -0.00162 -0.00041 -0.00007 8:1.2D 1.6S .8\ -0.005 -0.569 0.631 0.850 0.00912 0.00681 -0.00012 9:1.2D 1.6WX -0.574 -0.461 -0.092 0.742 -0.00233 -0.00083 -0.00001 10.1.20 1.6WZ -0.005 -0.410 1.317 1.379 0,01915 0.01362 -0.00012 11:DOUBLE Sl -0.010 -0.940 0.640 1.137 0.00941 0.00680 -0.00025 87 1:DEAD -0.002 -0.156 0.000 0.156 0.00003 -0.00002 -0.00012 2:SNOW 0.000 -0.122 -0.018 0.123 -0.00034 -0.00006 0.00000 3:SNOW PLAT -0.003 -0.204 0.007 0.204 0.00017 -0.00001 -0.00018 4:WIND X -0.356 0.001 0.002 0.356 -0.00007 -0.00185 0.00016 5:WIND Z 0.000 0.028 0.315 0.316 0.00133 0.00681 -0.00010 6:SPRINT CAE -0.003 -0.139 -0.002 0.140 -0.00006 -0.00001 -0.00012 7.1.20 1.66 .8\ -0.290 -0.550 -0.029 0.622 -0.00062 -0.00162 -0.00015 8:1-2D 1.63 .8\ -0.005 -0.528 0.221 0.572 0.00050 0.00531 -0.00036 9:1.2D 1.6WX . -0.575 -0.415 -0.007 0.709 -0.00030 -0.00303 -0.00002 Print Time/DateÂ· 0940812010 22 01 STAAD/Pro for Windows Release 2000 Print Run 36 of 40 Shoot NO Rev DN33XC243 37 Soft,~are licensed to 1 Part platform Job Tille Aspen Valley Hospital Ref By KJS Date09.Aug-10 Chd Client Sprint File DN33XC243.std Datemme 09-Aug-201 0 22:00 Node Displacements Cont... Node UC XYZ Resultant rX rY rZ (in) (in) (in) (in) Cad) (rad) (rad) 10:1.2D 1.6WZ -0.005 -0.371 0.493 0.617 0.00193 0.01083 -0.00044 11:DOUBLE SI -0.011 -0.854 0.232 0.885 0.00077 0.00529 -0.00065 88 1:DEAD 0-001 -0.160 0.000 0.160 0.00014 -0.00004 -0.00010 2:SNOW 0.000 -0.102 -0.018 0.104 -0.00033 0.00000 -0.00000 3:SNOW PLAT 0.003 -0.215 0.007 0.215 0.00029 -0.00007 -0.00019 4:WIND X -0.344 -0.001 -0.002 0.344 -0.00000 0.00006 -0.00010 5:WIND Z -0.129 -0.020 0.315 0.341 0.00106 0.00055 0.00249 6:SPRINT CAE 0.002 -0.136 -0.002 0.136 -0.00006 -0.00005 -0.00014 7/1.2[) 1.66 .8\ -0.270 -0.519 -0.033 0.586 -0.00044 -0.00004 -0.00038 8:1.2D 1.6S .8\ -0.098 -0.534 0.221 0.586 0.00040 0.00035 0.00169 9:1.2D 1.6WX . -0.546 -0.408 -0.014 0.682 -0.00008 0.00001 -0.00045 10:1.2D 1.6WZ -0.202 -0.438 0.493 0.689 0.00162 0.00079 0.00368 11:DOUBLE St -0.094 -0.878 0.232 0.913 0.00086 0.00024 0.00139 89 1:DEAD -0.001 -0.160 0.000 0.160 0.00014 0.00004 0.00010 2:SNOW -0.000 -0.102 -0.018 0.104 -0.00033 -0.00000 0.00000 3:SNOW PLAT -0.003 -0.215 0.007 0.215 0.00029 0.00007 0,00019 4:WIND X -0.658 0.001 0.002 0.658 -0.00000 -0.00007 0.00039 5:WIND Z 0.129 -0.020 0.315 0.341 0.00106 -0.00055 -0.00249 6:SPRINT CAE -0.002 -0.136 -0.002 0.136 -0.00006 0.00005 0.00014 7:1.28 1.6S .8\ -0.531 -0.517 -0.029 0.742 -0.00044 0.00003 0.00061 8:1.2D 1.6S .8\ 0.098 -0.534 0.221 0.586 0.00040 -0.00035 -0.00169 9:1.2D 1.6WX . -1.058 -0.404 -0.007 1.132 -0.00008 -0.00002 0.00091 101.2D 1.6WZ 0.202 -0.438 0.493 0.689 0.00162 -0.00079 -0.00368 11 DOUBLE SI 0.094 -0.878 0.232 0.913 0.00086 -0.00024 -0.00139 Print Time/Date 09/08/2010 22.01 STAAD/Pro for Windows Release 2000 Print Run 37 of 40 Job No Sheet No Rev DN33XC243 38 Part Platform Software licensed to 1 | Job Title Aspen Valley Hospital Ref By KJS Date09-Aug- 10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 Reactions Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 2:SNOW -0.001 34.077 0.025 -1.98E 3 0.000 0.000 3:SNOW PLAT -0.000 3.080 0.004 -254.525 0.000 0.000 4:WIND X 0.393 0.133 0.031 -10.608 0.000 0.000 5:WIND Z 0.009 -0.479 -0.825 28.838 0.000 0.000 6:SPRINT CAE -0,000 2.053 0.003 -169.682 0.000 0.000 7:1.2D 1.6S .8\ 0.313 71,379 0.081 -4.25E 3 0.000 0.000 8:1.2D 1.6S .8\ 0.005 70.889 -0.605 -4.21 E 3 0.000 0.000 9:1.2D 1.6WX . 0.628 34.000 0.078 -2.08E 3 0.000 0.000 10:1.20 1.6WZ 0.013 33.021 -1.293 -2.02E 3 0.000 0.000 11:DOUBLE SI 0.005 75.817 -0.598 -4.62E 3 0.000 0.000 5 1:DEAD 0.001 11.905 0.010 -726.994 0.000 0.000 2:SNOW 0.001 34.077 0.025 -1.98 E 3 0.000 0.000 3*SNOW PLAT 0.000 3.080 0.004 -254.525 0.000 0.000 4 WIND X 0.393 -0.133 -0.034 10.564 0.000 0.000 5.WIND Z -0.009 -0.479 -0.825 28.838 0.000 0.000 6:SPRINT CAE 0.000 2.053 0.003 -169.682 0.000 0.000 71.20 1.6S.8\ 0.316 71.166 0.029 -4.23E 3 0.000 0.000 8:1.2D 1.66 .8\ -0.005 70.889 -0.605 -4.21E 3 0.000 0.000 9:1.2D 1.6WX 0.630 33.575 -0.026 -2.05E 3 0.000 0.000 10:1.20 1.6WZ -0.013 33.021 -1.293 -2.02E 3 0.000 0.000 11:DOUBLE St -0.005 75.817 -0.598 -4.62E 3 0.000 0.000 31 1:DEAD -0.006 12.733 -0.010 759.633 0.000 0.000 2:SNOW -0.001 34.073 -0.025 1.98E 3 0.000 0.000 3: SNOW PLAT -0.001 4.420 -0.004 307.735 0.000 0.000 4:WIND X 0.567 0.205 -0.070 13.001 0.000 0.000 5:WIND Z -0.009 0.479 -1.095 11.222 0.000 0.000 6:SPRINT CAE -0.001 2.947 -0.003 205.158 0.000 0.000 7:1.2D 1.6S .8\ 0.445 73.497 -0.111 4.33E 3 0.000 0.000 8:1.2D 1.63 .8\ -0.016 73.716 -0.931 4.33E 3 0.000 0.000 9:1.2D1.6WX. 0.899 36.180 -0.139 2.17E 3 0.000 0.000 10:1.2D 1.6WZ -0.023 36.619 -1.779 2.16E 3 0.000 0.000 11:DOUBLE SI -0.017 80-789 -0.938 4.82E 3 0.000 0.000 35 1:DEAD 0.006 12.733 -0.010 759.633 0.000 0.000 2 SNOW 0.001 34.073 -0.025 1.98E 3 0.000 0.000 Priot Time/[}ateÂ· 09108/2010 22 01 STAAD/Pro for Windows Release 2000 Prtnt Run 38 of 40 Job No Shee: No Rev DN33XC243 39 Software licensed to 1 Partplatform Job Title Aspen Valley Hospital Ref By KJS DalÂ®09-Aug 1 0 Chd Client Sprint File DN33XC243.std Datemme 09-Aug-2010 22:00 Reactions Cont... Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 3:SNOW PLAT 0.001 4.420 -0.004 307.735 0.000 0.000 4.WIND X 0.567 -0.205 0.072 -12.902 0.000 0.000 5:WIND Z 0.009 0,479 -1.095 11.222 0.000 0.000 6:SPRINT CAE 0.001 2.947 -0.003 205.158 0.000 0.000 7:1.2D1.6S.8\ 0.462 73.169 0.002 4.31 E 3 0.000 0.000 8:1.2D 1.6S .8\ 0.016 73.716 -0.931 4.33E 3 0.000 0.000 9..1.20 1.6WX 0.915 35.524 0.088 2.12E 3 0.000 0.000 10:1.2D 1.6WZ 0.023 36.619 -1.779 2.16E 3 0.000 0.000 11:DOUBLE SI 0.017 80.789 -0.938 4.82E 3 0.000 0.000 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) Max FX 35 9:1.281.6WX. 0.915 35.524 0.088 2.12E 3 0.000 0.000 Min FX 31 10:1.2D 1.6WZ -0.023 36.619 -1.779 2.16 E 3 0.000 0.000 Max FY 31 11:DOUBLE S! -0.017 80.789 -0.938 4.825 3 0.000 0.000 Min FY 5 5:WIND Z -0.009 -0.479 -0.825 28.838 0.000 0.000 Max FZ 35 9:1.2D 1.6WX . 0.915 35.524 0.088 2.12E 3 0.000 0.000 Min FZ 35 10:1.2D 1.6WZ 0.023 36.619 -1.779 2.16E 3 0.000 0.000 Max MX 31 11:DOUBLE St -0.017 80.789 -0.938 4.82E 3 0.000 0.000 Min MX 1 11:DOUBLE SI 0.005 75.817 -0.598 -4.62E 3 0.000 0.000 , Max MY 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 Min MY 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 Max MZ 1 1:DEAD -0.001 11.905 0.010 -726.994 0.000 0.000 Min MZ 1 1.DEAD -0.001 11.905 0.010 -726.994 0,000 0.000 Print Time/Date 09108/2010 22Â·01 STAAD/Pro for Windows Release 2000 Print Run 39 of 40 Job No Sheet NO Rev DN33XC243 40 PaM Platform Software icensed to 1 Job Title Aspen Valley Hospital Ref By KJS Date~g Aug-10 Chd Client Sprint File DN33XC243.std Date/Time 09-Aug-2010 22:00 ~-~-1*ty 1 7 --151-,7 / 4*-Â«3 *-5--1 -k%343<74.1 %49 - A - - / \L ! 1549/L-Â·~L- //k)<..'CLIJ/---- %-1 1 -Â·-4---7 --%-Th Lx Z Whole Structure Print Time/Date 09/08/2010 22:01 STAAD/Pro for Windows Re,'ease 2000 Print Run 40 of 40 Monday, August 09, 2010, 10:02 ?14 PAGE NO. 1 ************************************************** * STAAD/Pro * * Version 2000 Build 1009 * * Proprietary Program of * * RESEARCH ENGINEERS, Inc. * * Date= AUG 9, 2010 * I Time= 22: 2: 7 + * * USER ID: 1 * .....************'......*.************************ 1. STAAD SPACE DXF IMPORT OF DN33XC243.DXF 2. START JOB INFORMATION 3. JOB NAME ASPEN VALLEY HOSPITAL 4. JOB CLIENT SPRINT 5. JOE NO DN33XC243 6. JOB PART PLATFORM 7. ENGINEER NAME KJS 8. ENGINEER DATE 09-AUG-10 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET POUND 12. JOINT COORDINATES 13. 1 17.3817 -1 -36.2481; 2 25.1942 -1 -36.2481; 3 33.0067 -1 -36.2481 14, 4 40.8192 -1 -36.2481; 5 48.6317 -1 -36,2481; 6 17.3817 -1 -31.7481 15. 7 25.1942 -1 -31.7481; 8 33.0067 -1 -31.7481; 9 40.8192 -1 -31.7481 16. 10 48.6317 -1 -31.7481; 11 17.3817 -1 -26.7481; 12 25.1942 -1 -26.7481 17. 13 33.0067 -1 -26.7481; 14 40.8192 -1 -26.7481; 15 48.6317 -1 -26.7481 18. 16 17.3817 -1 -21.7481; 17 25.1942 -1 -21.7481; 18 33.0067 -1 -21.7481 19. 19 40.8192 -1 -21.7481; 20 48.6317 -1 -21.7481; 21 17.3817 -1 -16.7481 20. 22 25.1942 -1 -26.7481; 23 33.0067 -1 -16.7481; 24 40.8192 -1 -16.7481 21. 25 48.6317 -1 -16.7481; 26 17.3817 -1 -11.7481; 27 25.1942 -1 -11.7481 22. 28 33.0067 -1 -11.7481; 29 40.8192 -1 -11.7481; 30 48.6317 -1 -11.7481 23. 31 17.3817 -1 -7.24806; 32 25.1942 -1 -7.24806; 33 33.0067 -1 -7.24806 24. 34 40.8192 -1 -7.24806; 35 48.6317 -1 -7.24806; 36 17.3817 -1 -24.7481 25. 37 17.3817 1.5 -24.7481; 38 17.3817 -1 -14.7481; 39 17.3817 1.5 -14.7481 26. 40 48.6317 -1 -14.7481; 41 48,6317 1,5 -14.7481; 42 48.6317 -1 -24.7481 27. 43 48.6317 1.5 -24,7481; 44 23.0067 1.5 -14.7481; 45 27.0067 1.5 -14.7481 28. 46 31.0067 1.5 -14,7481; 47 35.0067 1.5 -14.7481; 48 39.0067 1.5 -14.7482 29. 49 43.0067 1.5 -14.7481; 50 23.0067 1.5 -24.7481; 51 27.0067 1.5 -24.7481 30. 52 31.0067 1.5 -24.7481; 53 35.0067 1.5 -24.7481; 54 39.0067 1.5 -24.7481 31. 55 43.0067 1.5 -24.7481; 56 23.0067 1.5 -19.7481; 57 27.0067 1.5 -19.7481 32. 58 31.0067 1.5 -19.7481; 59 35.0067 1.5 -19.7481; 60 39.0067 1.5 -19.7481 33. 61 43.0067 1.5 -19.7481; 62 23.0067 7.5 -14.7481; 63 27.0067 7.5 -14.7481 34. 64 31.0067 7.5 -14.7481; 65 35.0067 7.5 -14.7481; 66 39.0067 7.5 -14.7481 35. 67 43.0067 7.5 -14.7481; 68 23.0067 7.5 -24.7481; 69 27.0067 7.5 -24.7481 36. 70 31.0067 7.5 -24.7481; 71 35.0067 7.5 -24.7481; 72 39.0067 7.5 -24.7481 37. 73 43.0067 7.5 -24.7481; 74 23.0067 7.5 -19.7481; 75 43.0067 7.5 -19.7481 38. 76 23.0067 4.5 -14.7481; 77 27.0067 4.5 -14.7481; 78 31.0067 4.5 -14.7481 39. 79 35.0067 4.5 -14.7481; 80 39.0067 4.5 -14.7481; 81 43.0067 4.5 -14.7481 40. 82 23.0067 4.5 -24.7481; 83 27.0067 4.5 -24-7481; 84 31.0067 4.5 -24.7481 41. 85 35.0067 4.5 -24.7481; 86 39.0067 4.5 -24.7481; 87 43.0067 4.5 -24.7481 W: \ S TAAD\ D33XC243.anl Page 1 of 17 Monday, August 09, 2010, 10: 02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 2 42. 88 23.0067 4.5 -09.7481; 89 43.0067 4.5 -19.7481 43. MEMBER INCIDENCES 44. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 11 12; 10 12 13 45. 11 13 14; 12 14 15; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 21 22; 18 22 23 46. 19 23 24; 20 24 25; 21 26 27; 22 27 28; 23 28 29; 24 29 30; 25 31 32; 26 32 33 47. 27 33 34; 28 34 35; 29 31 26; 30 26 38; 31 21 16; 32 16 36; 33 11 6; 34 6 1 48. 35 35 30; 36 30 40; 37 25 20; 38 20 42; 39 15 10; 40 10 5; 41 36 37; 42 38 39 49, 43 40 41; 44 42 43; 45 39 44; 46 44 45; 47 45 46; 48 46 47; 49 47 48; 50 48 49 50. 51 49 41; 52 37 50; 53 50 51; 54 51 52; 55 52 53; 56 53 54; 57 54 55; 58 55 43 51. 59 44 56; 60 56 50; 61 45 57; 62 57 51; 63 46 58; 64 58 52; 65 47 59; 66 59 53 52. 67 48 60; 68 60 54; 69 49 61; 70 61 55; 71 62 63; 72 63 64; 73 64 65; 74 65 66 53. 75 66 67; 76 68 69; 77 69 70; 78 70 71; 79 71 72; 80 72 73; 81 62 74; 82 74 68 54. 83 67 75; 84 75 73; 85 76 77; 86 77 78; 87 78 79; 88 79 80; 89 80 81; 90 82 83 55. 91 83 84; 92 84 85; 93 85 86; 94 86 87; 95 76 88; 96 88 82; 97 81 89; 98 89 87 56. 99 44 76; 100 76 62; 101 45 77; 102 77 63; 103 46 78; 104 78 64; 105 47 79 57. 106 79 65; 107 48 80; 108 80 66; 109 49 81; 110 81 67; 111 61 89; 112 89 75 58, 113 55 87; 114 87 73; 115 54 86; 116 86 72; 117 53 85; 118 85 71; 119 52 84 59. 120 84 70; 121 51 83; 122 83 69; 123 50 82; 124 82 68; 125 56 88; 126 88 74 60. 127 EC 57; 128 44 57; 129 49 60; 130 55 60; 131 44 77; 132 77 62; 133 67 80 61. 134 80 49; 135 73 86; 136 86 55; 137 68 83; 138 83 50; 139 68 88; 140 88 50 62. 141 73 89; 142 89 55; 143 36 11; 144 38 21; 145 40 25; 146 42 15 63. MEMBER PROPERTY AMERICAN 64. 1 TO 28 TABLE ST W12X19 65. 29 TO 40 143 TO 146 TABLE ST W24X84 66. 41 TO 44 TABLE ST TUB40403 67. 45 TO 58 TABLE ST W12X26 68. 59 TC 70 TABLE ST W10X15 69. 71 TO 126 TABLE ST TUE25253 70. 127 TO 142 TABLE ST TUR20203 71. UNIT INCHES KIP 72. CONSTANTS 73. E 29000 MEMB 1 TO 146 74. POISSON 0.3 MEMB 1 TO 146 75. DENSITY 0.000283 MEMB 1 TO 146 76. ALPHA 6E-006 MEMB 1 TO 146 77. UNIT FEET POUND 78. MEMBER RELEASE 79. 85 TO 98 127 TO 142 START MY MZ 80. 85 TO 98 127 TO 142 END MY MZ 81. 51 58 END MZ 82 45 52 START MZ 83. 60 62 64 66 68 70 END MY MZ 84. 59 61 63 65 67 69 START MY MZ 85. SUPPORTS 86. 1 5 31 35 FIXED BUT MY MZ 87. LOAD 1 DEAD 88. SELFWEIGHT Y -1 89. MEMBER LOAD 9C. 29 TO 40 143 TO 146 UNI GY -532 91. 59 TO 70 UNI GY -48 92. 85 TO 98 UNI GY -20 93. 46 TO 50 53 TO 57 59 60 69 TO 84 UNT GY -10 94. LOAD 2 SNOW 95. MEMBER LOAD 96. 29 TO 40 143 TO 146 UNI GY -2350 97. LOAD 3 SNOW PLATFORM W. \STAAD\033xc243. a ril Page 2 of 11 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 3 98. MEMBER LOAD 99. 61 TO 68 UNI GY -300 100. 59 60 69 70 UNI GY -150 101. LOAD 4 WIND X 102. MEMBER LOAD 103. 111 112 UNI GX -160 104. 109 110 113 114 UNI GX -80 105. LOAD 5 WIND Z 106. MEMBER LOAD. 107. 115 TO 122 UNI GZ 128 108. 113 114 123 124 UNI GZ 64 109, LOAD 6 SPRINT CABINET 110. JOINT LOAD 111. 57 TO 60 FY -2500 112. LOAD COMB 7 1.2D 1.6S .8WX 113. 1 1.2 6 1.2 2 1.6 4 0.8 114 . LOAD COMB 8 1.2 D 1.6S .8WZ 115. 1 1.2 6 1.2 2 1.6 5 0.8 116. LOAD COME 9 1.2 D 1.6WX .53 117. 1 1.2 6 1.2 4 1.6 2 0.5 118. LOAD COMB 10 1.2D 1.6*Z .53 119. 2 0.5 1 1.2 6 1.2 5 1.6 120. LOAD COMB 11 DOUBLE SNOW WITH WIND Z 121. 1 1.2 6 1.2 2 1.6 3 1.6 5 0.8 122. PERFORM ANALYSIS PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 89/ 146/ 4 ORIGINAL/FINAL BAND-WIDTH = 38/ 13 TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 518 SIZE OF STIFFNESS MATRIX = 41440 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.49/26636.4 MB, EXMEM = 3850.4 MB ++ Processing Element Stiffness Matrix. 22: 2: 8 ++ Processing Global Stiffness Matrix. 22: 2: 8 -+ Processing Triangular Factorization. 22: 2: 8 ++ Calculating Joint Displacements. 22: 2: 8 +- Calculating Member Forces. 22: 2: 8 123. UNIT INCHES POUND 124. PARAMETER 125. CODE LRFD 126. FYLD 50000 MEMB 29 TO 40 45 TO 70 143 TO 146 127. CHECK CODE MEMB 29 TO 146 W:\STAAD \033XC243.anl Page 3 of 17 Monday, August 09, 2010, 10: 02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 4 STAAD-III CODE CHECKING - (LRED> *********************** ALL UNITS ARE - POUR INCH (UNLESS OTHERWISE NOTED) MEbiBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 29 ST W24 X84 PASS LRFD-Hl-18-C 0.479 11 937.73 c -2.06 4819558.00 o.cc 30 ST W24 X84 PASS SHEAR-Y 0.196 11 937.73 C -942.74 1022736.50 0.00 31 ST W24 X84 PASS LRFD-Hl-lB-T 0.237 7 138.20 T 34085.37 -2152309.50 60.00 32 ST I<24 X84 PASS LRFD-Hl-lB-T 0.237 7 137.85 T 34150.33 -2152311.25 0.00 33 ST W24 X84 PASS SHEAR-Y 0.179 11 598.27 T 277.69 1093288.12 60.00 34 ST W24 X84 PASS LRED-1-11-18-T 0.459 11 598.27 T -0.13 4621599.00 54.00 35 ST W24 X84 PASS LRED-Hl-16-C 0.479 11 937.73 C 2.06 4819557.00 0.00 36 ST W24 X84 PASS SHEAR-Y 0.196 11 937.73 C 942.75 1022733.69 0.00 W: I STAAIDÂ· \ 033%0243.anl Page 4 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NCI 5 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 37 ST W24 X84 PASS LRED-Hl-lB-T 0.236 7 69.10 T 34522.01 -2143215.25 60.00 38 ST W24 X84 PASS LRFD-Hl-lB-T 0.236 7 69.45 T 34590.47 -2143215.00 0.00 39 ST W24 X84 PASS SHEAR-Y 0.179 11 598.27 T -277.69 1093287.00 60.00 40 ST *24 X84 PASS LRFD-Hl-13-T 0.459 11 598.27 T 0.13 4621599.00 54.00 41 ST TUB 40403 PASS LRED-Hl-lB-C 0.393 10 4916.77 C 43240.21 -2826.08 0.00 42 ST TUB 40403 PASS LRED-Hl-lE-C 0.450 10 6732.91 C 48738.65 -3089.57 0.00 43 ST TUB 40403 PASS LRFD-HI-18-2 0.450 10 6732.83 C 48738.61 3089.67 0.00 44 ST TUB 40403 PASS LRED-Hl-LB-C 0.393 10 4916.82 C 43240.20 2826.08 0.00 45 ST W12 X26 PASS LRFD-Hl-13-C 0.629 11 115.68 C -49367.59 -820469,94 67.50 46 ST W12 X26 PASS LRFD-Hl-12-T 0.641 11 21911.40 T -47903.59 -803044.44 0.00 W:\STAAD\D33XC243.anl Page 5 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 6 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ IPX MY MZ LOCATION 47 ST W12 X26 PASS LRFD-Hl-lB-T 0.175 11 22032.74 9 -3131.87 -224840.12 48.00 48 ST W12 x26 PASS LRFD-Hl-lB-T 0.173 11 22092.49 T -3004.72 -222458.09 0.00 49 ST W12 X26 PASS LRED-Hl-15-T 0.175 -1 22032.74 T -3132,08 -224840.69 0.00 50 ST W12 x26 PASS LRFD-Hl-lB-T 0.641 11 21911.40 T -47903.66 -803044.19 48.00 51 ST 512 X26 PASS LRFD-Hl-18-C 0.629 11 115.70 C -49367.52 -820469.75 0.00 52 ST W12 X26 PASS LRED-ill-18-C 0.540 11 111.39 C -29984.21 -760236.19 67.50 53 ST W12 X26 PASS LRFD-31-18-T 0.558 11 18815.46 T -32125.69 -743121.50 0.00 54 ST W12 X26 PASS LRFD-Hl-13-T 0.160 11 18936.36 T -635.03 -219535.56 48.00 55 ST 012 x26 PASS LRED-Hl-lB-T C.165 11 18996.09 T -2721.59 -217176.09 C.00 W \ STAAD\ 033XC243. anl Page 6 of 17 . Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 7 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 56 ST W12 x26 PASS LRFD-Hl-lB-T 0.160 11 18936.35 T -635.15 -219533.42 0.00 57 ST 412 X26 PASS LRFD-Hl-lB-T 0.558 11 18815.48 T -32125.60 -743120.38 48.00 58 SI W12 X26 PASS LRFD-Hl-15-C 0.540 11 111.40 C -29984.16 -76C235.75 0.00 59 ST WLO X15 PASS LRFD-Hl-lB-C 0.144 11 753.24 C 1258.55 -80699.86 60.00 60 ST W10 X15 PASS LRFD-Hl-13-C 0.141 10 754.10 C 2784.33 -69389.65 0.00 61 ST 010 X15 PASS LRFD-Hl-lB-T 0.285 11 1522.30 T 277.59 -174420.98 60.00 62 ST W10 ):15 PASS LRFD-Hl-lB-C 0.287 11 1324.37 C 277.59 -174238.61 0.00 63 ST W10 x15 PASS LRFD-Hl-lB-C 0.278 11 305.10 C C.00 -173335.52 60.00 64 ST W10 X15 PASS LRFD-Hl-18-C 0.278 11 305.14 C 0.00 -173335.88 0.00 W:\STAAD\ D33XC243.anl Page 7 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO- 8 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX brY MZ LOCATION 65 ST W10 X15 PASS LRFD-Hl-lB-C 0.278 11 305.01 C 0.00 -173335.59 60.Oc 66 ST W10 X15 PASS LRFD-Hl-lB-C 0.278 11 305.20 C 0.00 -173335.67 0.00 67 ST W10 X15 PASS LRED-Hl-lB-T 0.285 11 1522.01 T -277.59 -174421.14 60.00 68 ST W10 X15 PASS LRFD-Hl-lB-C 0.287 11 1324.36 C -277,59 -174238.81 0.00 69 ST W10 X15 PASS LRFD-Hl-lB-C 0.243 9 144.22 C 21492.80 -21520.82 60.00 70 ST W10 X15 PASS LRFD-Hl-lB-C 0.240 9 103.51 C 21429.47 -20473.78 0.00 71 ST TUB 25253 PASS LRFD-Hl-lA-C 0.375 11 13967.48 C 1392.83 1377.05 0.00 72 ST TUB 25253 PASS LRFD-El-la-C 0.416 11 14096.16 C 462.86 -4250.30 48.00 73 ST TUB 25253 PASS LRFD-Hl-lA-C 0.358 11 14184.40 C 335.65 -1305.86 0.00 W:\STAAD\D33*0243.anl Page 8 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33:2243.DXF -- PAGE NO. 9 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX M'i MZ LOCATION 74 ST TUS 25253 PASS LRFD-Hl-lA-C 0.416 11 14096.16 C 462.8-1 -4250.28 0.00 75 ST TUB 25253 PASS LRFD-Hl-lA-C 0.375 11 13967.48 C 1392.83 1377.06 48.00 76 ST TUB 25253 PASS LRFD-Hl-lB-C 0.745 10 6299.56 C 30008.37 517.02 0.00 77 ST TUB 25253 PASS LRFD-Hl-13-C 0.632 10 6353.05 C -23607.14 -1768.67 48.00 78 ST TUB 25253 PASS LRFD-Hl-lA-C 0.531 11 13743.21 C -9713.99 -1265.26 0.00 79 ST TUB 25253 PASS LRFD-Hl-12-C 0.632 10 6353.06 C -23607.06 -1768.65 0.co 80 ST TUE 25253 PASS LRFD-Hl-lB-C 0.745 10 6299.59 C 30008.37 517.02 48.00 81 ST TUB 25253 PASS LRED-Hl-lB-C 0.221 10 103.80 C 7732.62 -2230.57 60.00 82 ST TUB 25253 PASS LRFD-Hl-lB-C 0.575 10 154.37 C 24530.39 -1446.07 60.00 W: \ STAAD\033XC243. anl Page 9 of 17 Monday, August 09, 2010, 10:02 PM CXF IMPORT OF DN33XC243.DXF -- PAGE NO. 10 ALL UNITS ARE - POUR INCH (UNLESS OTHERWISE NOTED> MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 83 ST TUB 25253 PASS LRFD-Hl-lB-C 0.365 9 49.62 C 16454.31 -70.15 60.00 84 ST TUB 25253 PASS LRED-Hl-lB-C 0.575 10 154.36 C -24530.39 -1446.07 60.00 85 ST TUB 25253 PASS LRFD-Hl-12-C 0.008 11 691.58 C 0.00 0.00 48.00 86 ST TUE 25253 PASS LRFD-Hl-13-C 0.078 11 6779.60 C 0.00 o.oc 48.00 87 ST TUB 25253 PASS LRFD-Hl-lB-C 0,078 11 6751.10 C 0.00 0.co 48.00 88 ST TUB 25253 PASS LRFD-Hl-lB-C 0.078 11 6779.59 C 0.00 0.00 48.00 89 ST TUB 25253 PASS LRFD-Hl-15-C 3.009 9 767.02 C 0.00 0.00 48.00 90 ST TUB 25253 PASS LRED-Hl-lB-C 0.007 11 643.07 C 0.00 0.00 48.00 91 ST TUB 25253 PASS LRFD-Hl-lE-C 0.077 11 6662.68 C 0.00 0.00 48.00 W:\STAAD\D33XC243.anl -~ -~ - Page 10 of 17 6 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 11 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED} MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 92 ST TUB 25253 PASS LRFD-Hl-18-C 0.076 11 6636.95 C 0.00 0.00 48.00 93 ST TUB 25253 PASS LRFD-Hl-12-C 0.077 11 6662.68 C 0.00 0.00 48.00 94 ST TUB 25253 PASS LRFD-Hl-13-C 0.009 9 778.39 C 0.00 0.00 48.00 95 ST TUB 25253 PASS SHEAR-Y 0.004 11 93.14 T 0.00 0.00 60.00 96 ST TUB 25253 PASS SHEAR-Y 0.004 11 67.48 C 0.00 0.00 60.00 97 ST TUB 25253 PASS SfIEAR-Y 0.004 11 93.12 T 0.00 0.00 60.03 98 ST TUB 25253 PASS SHEAR-Y 0.004 11 67.44 C 0.00 0.00 60.00 99 ST TUB 25253 PASS LRFD-Hl-lA-C 0.577 11 11047.51 C 182.44 -17132.17 0.00 100 ST TUB 25253 PASS LRED-Hi-14-C 0.330 11 10889.55 C 567.90 4288.55 0.00 21: \STAAD\ D33XC243.ani Page 11 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 12 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 101 ST TUB 25253 PASS LRFD-Hl-lA-T 0.568 11 25463.55 T -51.81 -4468.53 0.00 102 ST TUB 25253 PASS LRED-Hl-lB-C 0.099 11 201.69 C -40.63 4365.38 36.00 103 ST TUE 25253 PASS LRFD-Hl-12-C 0.054 11 70.09 C -32.61 -2382.73 0.00 104 ST TUB 25253 PASS LRFD-Hl-15-T 0.069 11 92.65 T 154.75 2944.45 36.:0 105 ST TUB 25253 PASS LRFD-Hl-lB-C 0.054 11 70.02 C -32.62 2382.72 0.oc 106 ST ruB 25253 PASS LRPD-Hl-18-T 0.069 11 92.77 T 154.76 -2944.45 36.00 107 ST rUB 25253 PASS LRFD-Hl-lA-T 0.568 11 25463.49 T -51.82 4468.52 0.00 108 ST .UB 25253 PASS LRFD-Hl-18-C 0.099 11 201.71 C -40.63 -4365.38 36.00 109 ST TUB 25253 PASS LRFD-Hl-lA-C 0.577 11 11047.55 C 182.45 17132.17 0.00 W.\STAAD\D33XC243.an] Page 12 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 13 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 110 ST TUB 25253 PASS LRFD-Hl-lA-C u.dou 11 10889.34 C 567.90 -4288.55 C.00 111 ST TUB 25253 PASS LRED-Hl-13-C 0.270 9 242.01 C -417.68 11721.91 36.00 112 ST TUB 25253 PASS LRFD-Hl-lB-C 0.264 9 87.82 C -417.68 11520.06 o.oc 113 ST TUB 25253 PASS LRFD-Hl-lA-C 0.561 11 10063.50 C -1466.91 16073.90 0.00 114 ST TUB 25253 PASS LRFD-Iil-lA-C 0.347 11 9905.28 C -2747.53 -4040.04 0.00 115 ST TUB 25253 PASS LRFD-Hl-lA-T 0.592 11 24351.05 T -6607.77 204.91 36.00 116 ST TUB 25253 PASS LRED-Ill-18-C 0.190 10 162.28 C -8507.67 48.12 0.00 117 ST TUB 25253 PASS LRFD-Hl-lB-C 0.392 10 140.44 C -17616.62 81.11 36.00 118 ST rUB 25253 PASS LRFD-El-15-C 0.214 10 17.66 C -9617.09 81.]1 0.00 W:\STAAD\D33XC243.apl Page 13 of 17 Monday, August 09, 2010, 10:02 PM DXE IMPORT OF DN33XC243.DXF -- PAGE NO. 14 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX M'Y MZ LOCATION 119 ST TUB 25253 PASS LRED-Hl-lB-C 0.392 10 140.37 C -17616.65 -81.12 36.00 120 ST TUB 25253 PASS LRED-Hl-lB-C 0.214 1C 17.68 C -9617,11 -81.12 0.00 121 ST TUB 25253 PASS LRED-Hl-lA-T 0.392 11 24351.21 T -6607.74 -204.91 36.00 122 ST TUE 25253 PASS LRFD-Hl-13-C 0.190 10 162.34 C -8507.73 -48.13 0.00 123 ST TUB 25253 PASS LRFD-Hl-lA-C 0.561 11 10063.53 C -1466,92 -16073.90 0.00 124 ST TUB 25253 PASS LRFD-Hl-lA-C 0.347 11 9905.29 C -2747.54 4040.02 0.00 125 ST TUB 25253 PASS LRFD-Hl-lB-C 0.101 11 988.16 C 3837.65 -255.85 0.00 126 ST TUB 25253 PASS LRED-Hl-18-C 0.114 10 31.34 C -2292.71 2846.35 36.00 127 ST TUB 20203 PASS LRED-Hl-13-T 0.044 10 3652.98 T 0.00 0.06 76.84 W: \STAAD\233XC243. anl Page 14 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 15 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX M-Y MZ LOCATION 128 ST TUB 20203 PASS LRFD-Hl-13-C 0.082 10 3646.81 C 0.00 0.00 76.84 129 ST TUB 20203 PASS LRED-Hl-13-C 0.082 10 3646.83 C 0.00 C.00 76.84 13C ST TUB 20203 PASS LRED-Hl-13-T C.044 10 3653.01 T 0.00 0.00 76.84 131 ST TUB 20203 PASS LRFD-Hl-lA-C C.921 11 25365.24 C 0.00 0.00 0.00 132 ST TUB 20203 PASS LRED-Hl-lA-T 0.431 11 17740.26 T 0.00 0.00 60.00 133 ST TUB 20203 PASS LRFD-Hl-lA-T 0.431 11 17740.28 T 0.00 0.00 0.00 134 ST TUB 20203 PASS LRFD-El-lA-C 0.921 11 25365.23 C 0.00 0.00 60.00 135 ST TUB 20203 PASS LRFD-Hl-lA-T 0.409 11 16847,82 T 0.00 0.00 0.00 136 ST TUB 20203 PASS LRFD-Hl-lA-C 0.885 11 24378.75 C 0.00 0.00 60.00 W:\STAAD \D33XC243.anl Page 15 of 17 Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NO. 16 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 137 ST TUB 20203 PASS LRED-HE-lA-T 0.409 11 16847.80 T 0.00 0.00 0.00 138 ST TUB 20203 PASS LRED-Hl-lA-C 0.885 11 24378.67 C 0.00 0.00 60.00 139 ST TUB 20203 PASS LRED-Hl-LB-C 0.030 10 1471.89 C 0.00 0.00 69.97 140 ST TUB 20203 PASS LRED-Hl-lB-T 0.022 10 1799.71 T O.00 0.00 O.00 141 ST TUB 20203 PASS LRED-Hl-lB-C 0.030 10 ' 1471.89 C 0.00 0.00 69.97 142 ST TUB 20203 PASS LRFD-Hl-lB-T 0.022 10 1799.78 T 0.00 0.00 0.00 143 ST W24 X84 PASS LRFD-Hl-lE-C 0.220 7 48.16 C 39566.41 -1946249.12 0.00 144 ST W24 x84 PASS LRFD-Hl-lB-T 0.162 7 131.70 T 32945.13 -1402723.12 24.00 145 ST W24 X84 PAS S LRED-Hl-13-7 C.162 7 75.60 T 33985.18 -1396360.00 24.00 W: \ STAAD \033XC243.anl Page 16 of 17 4 A Monday, August 09, 2010, 10:02 PM DXF IMPORT OF DN33XC243.DXF -- PAGE NC. 17 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 146 ST W24 X84 PASS LRFD-Hl-lB-T 0.219 11 598.27 T 2981.43 -2183848.75 0.00 "*""1**11** END OF TABULATED RESULT OF DESIGN *******'****** 128. UNIT FEET POUND 129. FINISH I ............. I END OF STAAD/Pro ***'******'**** **** DATE= AUG 9,2010 TIME= 22: 2: 9 **** * For questions on STAAD/Pro, please contact : * * Research Engineers by email : support@reiusa.com * * US West Coast: Ph-(714} 974-2500, Fax-(714) 974-4771 + * US East Coast: Ph-{781) 890-7677 Fax-(781) 895-1117 + W. \ STAAD\ 033XC243. an-7 Page 17 of 17 333 Inverness Drive South .:,IN., Site Acquisition Consultant Together with NEXTEL Englewood, Colorado 80112 303-564-7901 DN33XC243 ASPEN VALLEY HOSPITAL Jennifer Phelan May 14, 2011 Deputy Director Community Development Department City ofAspen 130 S. Galena Street Aspen CO 81611 Dear Jennifer, This letter serves to accompany Sprints application to reinstall their existing communication cell site equipment of the new roof for the expanded Aspen Valley Hospital. Sprints existing site has been in operation for many years was originally approved through Pitkin County and has allowed continue coverage for Aspen's Sprint customers. Per section D. Application the drawings have been revised and meet all that has been requested for the application. Additionally all structural information will be completed upon zoning approval and then be produced in compliance with the City ofAspen code for the Construction Drawings which will be submitted to the City of Aspen for a Building Permit prior to the commencement of construction. With site being an existing site and only relocating up one level all existing FCC & FAA compliance is in order. Per section E. All requests in this section are being met with this application by Sprint. The addition of the second level of the hospital with the clean visual rooftop installation will allow for Sprints equipment to continue to use a public building, with no historical impact, providing opportunities for the design to make the appearance of the antennae being relatively inconspicuous. The facilities will be maintained and kept in good working order and if abandoned for go consecutive days will be removed. Per section F. All review standards are being met, by equipment location being screened and by the antennas to be face mounted to equipment shelter and being painted to match. During construction of the second floor addition of the hospital, Sprints equipment will be located behind an existing screen wall o f the Obstetrics wing of the hospital, additionally the antennas will be located on pipe mounts attached to the screen wall of a HVAC unit during construction at which time the antennas will sit g' and 12' above the roof parapet ONLY during construction. The reason for antennas to be mounted in this fashion during construction is to keep them out of the way of contractors working on the rooftop and to allow the site to stay on air for Aspen Sprint Customers. The final resting location of the antennas will be face mounted on the relocated HVAC unit they will not extend above the top of the screen wall. The antennas will be painted to match the screen wall as to blend in with the architectural features of the hospital rooftop. Due to rooftop installation the site meets the signage and lighting requirements, additionally no landscaping is applicable in this design. All electrical will come from the hospital and the second level expansion. Jennifer, thank you very much for your time and guidance I look forward to final approval on this project. Please let me know what additional information you will require from Sprint. RespectfuIIy Â«Â«-42 '*ff Keith For Sprint RECEIVED 303-564-79oi Mobile JUN - 7 2011 303-682-0356 Fax kjtkeith@msn.com CITY O ..ORN COMMUNITY uck -voLNT "/- 4 1, ~10'' A : , 5,1, V 11 4Â¥:N , 1 * c Â¥31Â£2412/9:5**f' '.:21...'igr,99, ' p.irÂ¥AA Ag-fligh *1 4 9'r. L ~e . '. St, i *- 1.. t.'' It, 4 . i , e.'ri 'A~ ''*-1 Â·Â·71, t -1, 7@. 2 . A 1 1FY:2<2#. ~ ?~0 ~, (~ 3 Â£ Â¢, dj j 't ti- P.fitt I I i 'M - 0 ..059- -<JJ :.:tiAÂ·f"Â¢Â£2 FIJL..Le> Lht. :* Â¥' . ., 8:4 4 + - 1 1521 V -'-A 1 - 131 ./ -1 399 i. 0-/ - =*Â«p/4/* k -Glp.f*~fÂ¢*17L Npr \ ' 1 $ <51 -~ 12.- 1 i rt~. ~ 01-4* ~'.i,thi -Â·14'93. *d: I * 4 t- + - / i ,~~1.1- 49%44. '11Â·trÂ»= 74 & t .1,1. 51,5~ ;pIT;. 1:,-1 5-:~ 0#11, Ift.2 , .~-144 t/34Â£ :lil if F*V 1. F l' Agl r I. 4.7 2 =Â«1*Ob' iD*jur..19~ 7/. fs'B, 2' +-' ~'6#.-1.2,4 Â· . ./.... ?'7%.~8..1 00=0=4 .*-I,#.'* 11â‚¬.* ~ t.q , .f,0.; I Â¥4 0 ... 7 4 21- -- ~ * ~ 2541 4.9 tr /3., 1.91 't- 11 91_f-tr--0. 2:L.-i: 4 I ~ ~4,- vtÂ¥' 1.C 10' - , ,-- 8.@lit I. . 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I ./ 96Â·' ....4 ---4 Abi~All.,134<z wip, fl*-i ~NAY# 1. 4 ' 6U Â© ' 14 . 79 03493, r=ttr b Iffit , 2'Alf)11 GL,)4 =. -3 1.. 4 / - ~il-I- --I 4. . -6" 4 4 ilivit' --4. L 1 Gl 4&38* .3 4%' 4 8%/..84 I - 2,1 9. 27 4, trBII-94 , . - \> . I. - 4 t j.im.= 49 1 4 <14 - -*& *f # ./ - 2- 22,- e. . '- ..L ':i .. L .1 . 91(45 -------I....-7. 12 , *Mull 4 'r 42*.0-..0 - I 4 , t: . 4-Al- Â¥ -- i â€ž P..Â·'.1- 27.1 ,,43'1'61,1.~-0 . ...r .10 ... . 1.....J.?r ./ Tr'..3C- .,0 --t'pT:~ - 1.:_ .._ ~- Â·291/W..#*.<..â‚¬Â·Â·.Â·.. , 4%-a + rr. 1.. '- - - et 4 - -1 I - .1 1 =1/*Prjh.4,93Â£ I. + I: I -Ill' 'I...'I -;-I':.-I.-I.-~ *- . 1 -a # I .../.~0 - - 1 I ., . ' 4' â€¢jv ./ Â·1<191. Â»i Z aL -~ r $ 44 4, 1. 17,: t.'.4..?t.f .t.L?~~-~.4~ 3,-<4; ~////////////~~~~~~~~~~/p~+-2. '37.4./ 1 -- f. t.. /:/. .:.0 -.- 7..r *5'tf~* Â·' :6.-1%.4-*2#-*7., . ,?- ....... I , 41., Â· .... '~ 2 42. 1 C.U.941.- . 2 3 4. 1 11, '21..,ti'.2 .5 - â‚¬.r . 1 .4 /'J: 1 ' 44 . , 422 f. re " 1- â€¢ 4.6*de- Â» f . ) 6 *.1/1. ~ 'lf *. '-. Il . s>7.4 2.Pk'. I.,2 f .1'. 4 .*' 1/ . 9 t h , %,7 ret , tyÂ·>â€ž ..4 , 4 .1 b ~ - ./ r *1 THE CITY OF ASPEN Land Use Application Determination of Completeness Date: March 8, 2011 Dear City of Aspen Land Use Review Applicant, We have received your land use application and reviewed it for completeness. The case number and name assigned to this property is 0011.2011.ASLU - 401 Castle Creek - Wireless facility. ~C~ Your Land Use Application is incomplete: / hMe found that the application needs additional items to be submitted for it to be deemed complete and for us to begin reviewing it. We need the following additional submission contents for you application: 1) Proof of ownership. Consisting of current title insurance report of licensed Colorado attorney listing all owners of the property, mortgages, judgments, liens affecting the parcel. 2) Authorization to apply. AVH needs to consent to the application. 3) Written responses to review criteria 26.575.130-D-F. 4) Better drawings. The drawings do not show where on the site the buildings are located and so it is hard to tell where on the building the wireless is being located. It is also not clear what the final configuration will be (some on the OB ward and some back at the original location?). Please submit the aforementioned missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. 3 Your Land Use Application is complete: If there are not missing items listed above, then your application has been deemed complete to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. ThaRk-Â¥ouecA /1044:{A_- Jedflifer rhflan, Deputy Director L.(My of ~jkn, Community Development Department m ~GA1oo~62 /1_136-\1- 3 -01-10\ 00((- flo [l . ASLU i. ' L f#J J! 2 1 ,Â·. ..t,irr- i .4 4 &%.-1-KI,lias"A: 74,4.,64'G 10: .,..4'+744Â·=:.2" C-=,7-4423IaÂ·8#62,~.um.Fr:Ty lt,6,'162*k;~, " '1 r . 1 . Elle Edit Record Navigate Fgrm Reports Format Iab Belp fi@@ IX , e 4'0~i Q.I â‚¬ 3 <2 d' ~1 14 1 / 4 0 j i jump l i 0~10 6 ~ 19 & 4% Cbr @1 ~i 2 *] ~ 3 3 0 ,~imd@ 3% 3 9 91 ~ Rogting Status | Fees | Fee Summarx ~ Actions | Attachments Routing History |Valuation | ArchiEng ~ Custom Fields |Sub permits 4 ) g 4Ftyce aslu Aspen Land Use ~~~~011.2011.ASLU L i Address 401 CASTLE CREEK RD Apt/5uite i D ay ASPEN ~ L___-1 state Era Zip 81611 VE"V.pplf- ~1 1 Master permit " Routing queue aslu07 Applied 3/2/2011 , 6 ~ 1 Project 5tatus pending Approved M Description EXICTING OBSTETRICS WINGS OF HOSPITAL - REPLACE EXISTING PLATFORM & Issued .Â·Â· *-1~~ SUBMITTED BY JEFF KEITH 303 564 7901 Final Â·Â· SCREEN WALLS VW NEÂ¢V PLATFORM & SCREEN WALLS | I 13 , Submitted SPRINT.VIA.JEFF.KEITH Clock ~GE-| Days ~ Expires 225/2012 , - 'mkwil~ fA Submitted via 4% '47 Owner 1 &14,11. 4 41 Last name ASPEN AMBULANCE DISTR r First name 401 CASTLE CREEK RD 47 ASPEN CO 81611 i-31 Phone (970) 544-1580 Address 3~ Applicant 24% 0 Owner is applicant? 0 Contractor is applicant? .4, 2,3 Last name ELESS SITE SERVICES,INC First name 4121 TALIEIN DR 5.9, LINCOLN NE 68520 Phone () - Cust # 28986 Address I - Lender E . Last name First name Phone () - Address L. ~ Displags the permit lender's address ' AspenGold5 [server] angelas 1~ 1 oil .:E CL 19 11 4 G AÂ·Â«our- 4 1 39 -cro &444 12\0 -79.-f 29 26.2-