The URL can be used to link to this page

Guaranteed Maximum Price ,-. McCoy Terminal Complex KEY WEST INTERNATIONAL AIRPORT (New Terminal Building and Renovation Project) GUARANTEED MAXIMUM PRICE PROPOSAL Table of Contents Summary of Work SECTION 1 GMP Price Summary I Cost Reduction List SECTION 2 ,..-" Scope Clarifications and Assumptions SECTION 3 Detailed Estimate of Direct Cost Items SECTION 4 Bid Tabulations and Recommendations SECTION 5 Preliminary Construction Schedule SECTION 6 Contract Documents - Drawing List and Specification List SECTION 7 ""...~- MORGANTI r-. ~. dI' \ (J( 010 \\ \ McCoy Terminal Complex KEY WEST INTERNATIONAL AIRPORT MARATHON AIRPORT HURRICANE DAMAGE REPAIRS (New Terminal Building & Renovation Project) GMP Proposal Section 1 Key West Summary of Work The new McCoy Terminal Complex will serve as a threshold to welcome visitors to Key West stiill exuding the old charm yet boasting the latest in modern convenience and will deliver a more safe and efficient terminal for passengers, ensuring a pleasant traveling experience. Construction will occur over a twenty-four (24) month period with the following sequence of evenlts to be coordinated with the project schedule and phasing plan for the project. 1. Underground Utilities 2. Auger Cast Piles I Caps 3. INew Terminal Structure I Finishes 4. Existing Site Parking relocated to beneath the new Terminal Building 5. IRamp Up to the new elevated Terminal Building serving departing passengers 6. Ilnstallation of Temporary Facilities in Existing Terminal 7. Turn over of new Terminal Building 8. IRenovation of Existing Terminal 9. IRemoval of temporary facilities in Existing Terminal 10. Turn Over of Renovated Existing Terminal and Completion of the Project The main floor of the new McCoy Terminal will be elevated, consisting of ticketing, luggagE! and security areas for departing passengers, with a central area for concessions, restrooms, restaurant and circulation. Arriving passengers will enter through a ground level baggage claim where car rental companies, restrooms and a customl3r service office will be located in the renovated existing terminal. Passengers will move through the new terminal building to their flights from ticketing through security then cross a separate skyway down to a holding area in the renovated existing terminal. This area will seat 400 and contain restrooms, snack bar, patio seating and other related service areas. The GMP includes monies approved for Construction Authorization #1 and Construction Authorization #2. Construction Authorization #1 was approved on August 4, 2006 and Construction Authorization #2 was approved on August 4, 2006. Construction Authorization #1 includes set up of the contractor's trailer compound, lay down alrea, power and water to the trailer compound, installation of the security and construction fence, rough layout of the project, relocation of the Republic Parking booth, relocation of monuments, signage, equipment and vehicles from the construction area, installati;on of walkways and pathways through the construction area to the existing terminal building for passengers and employees. Construction Authorization #1 also includes general conditions items to equip the owner offices with computers, DSL lines and software, as well as other general conditions expenses as shown in Article 9 of the contract agreement signed in October 2005. Construction Authorization #1 includes costs incurred from April 2006. Construction Authorization #2 includes continuation of the work outlined in Construction Authorization #1 as well as start up activities for the underground site utility work. Also included is the auger cast test pile program including costs for testing and monitoring services and reports. Based upon the outcome of the test program Construction Authorization #2 includes production auger cast piles for the Phase 1 and Phase 2 construction areas. Marathon Summary of Work The hurricane damage repair work at the Marathon Airport will provide renovated areas in time for the start of expanded flight services. Completion of these repairs will deliver a more safe and efficient terminal for passengers, ensuring a pleasant traveling experience. Construction will occur over a seven (7) month period with completion expected by November 1, 2006. The GMP includes monies approved for Construction Authorization #1 and Construction Authorization #2. Construction Authorization #1 was approved on July 27, 2006 and Construction Authorization #2 was approved on July 27,2006. Construction Authorization #1 includes water damage remediation work, removal of case work, wall finishes and flooring. Also included is mold mitigation, grout cleaning, ceiling cleanin!~ and miscellaneous activities required to begin remodeling work for the lower terminal arrival/departure area. Temporary storage of existing furniture and equipment and general conditions costs were also included. Construction Authorization #2 includes work to seal metal studs, walls and entrances to a height of two (2) feet above finish floor as well as replacement of wall finishes and new terrazzo flooring. Also included is electrical work required to raise outlets and conduits, new ceramic tile for toilet rooms, new window sills, miscellaneous doors and hardware and new ticket and rental car counters. KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING AND RENOVATION MARATHON AIRPORT HURRICANE REMEDIATION GUARANTEED MAXIMUM PRICE SUMMARY 11/15/2006 KEY WEST INTERNATIONAL AIRPORT NEW TERMINAL BUILDING AND RENOVATION DIVISION 2 - SITE WORK (incl Landscaping).................................................... $ DIVISION 3 - CONCRETE................................................................................ $ DIVISION 4 - MASONRy............................................................................... $ DIVISION 5 - STEEL..................................................................................... $ DIVISION 6 - CARPENTRy.......................................................................... $ DIVISION 7 - THERMAL/MOISTURE ................................................................ $ DIVISION 8 - WINDOWS AND DOORS............................................................. $ DIVISION 9 - FINiSHES.................................................................................. $ DIVISION 10 - SPECIAL TIES......................................................................... $ DIVISION 11, 13, &. 14 - EQUIPMENT, SPECIAL CONST., & CONVEyiNG............. $ DIVISION 15 - MECHANiCAL......................................................................... $ DIVISION 16 - ELECTRICAL...................................................................... $ INITIAL CONSTRUCTION CONTINGENCY (Held By Owner)............................... $ GENERAL CONDITIONS (Reimbursable Expenses).......................................... $ INSURANCE AND BONDS............................................................................. $ TOTAL (Divisions 2-16 not including cost reductions)................................ COST REDUCING ALTERNATES (as of 11/9/06)........................................... KWIA SALES TAX SAVINGS GOAL................................................................ $ TOTAL (Divisions 2-16 incl cost reductions & sales tax savings)....................... $ KWIA PRECONSTRUCTION PHASE FEE......................................................... $ KWIA CONSTRUCTION PHASE FEE ........................................................... $ KWIA OVERHEAD & PROFIT......................................................................... $ KWIA SUBTOTAL.............................. .................... ..................................... $ 2,695,029.00 6,146,628.00 433,11100 2,315,00000 471,398.00 1.161.660.00 1,332,907.00 3,964,77900 442,335.00 1,870.14000 4,074,274.00 5.538,650.00 0.00 672,00000 633,330.00 $ 31,751,241.00 $ -3,612,708.00 -225,000.00 27,913,533.00 200,000.00 2,500,000.00 1,000,000.00 31,613,533.00 KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING AND RENOVATION MARATHON AIRPORT HURRICANE REMEDIATION MARATHON AIRPORT CONSTRUCTION ,/\,UTHORIZATION #1......................................................... $ CONSTRUCTION ,/\,UTHORIZATION #2......................................................... $ BALANCE OF CONlTRACT AMENDMENT...................................................... $ 376,848.00 869,985.00 1,920,91700 MARATHON PRECONSTRUCTION PHASE FEE..................................... $ MARATHON CONSTRUCTION PHASE FEE (Staff).................................. $ MARATHON OVERHEAD & PROFIT...................................................... $ 29,744.00 371,80300 148,729.00 MARATHON SUBTOTAL............................................,............................... $ 3,718,026.00 TOTAL GUARANTEED MAXIMUM PRICE AFTER SALES TAX SAViNGS.............. $ 35,331,559.00 r- I ., . .: . I ....... .. y w .. ..... . 0 '" IT11 . ~ I- ;~; <, .... z ." w .~. ..... - :; ! ;. :; " I...... .' 0 .: I" u . " ,. 0 w '" "- " :; 0 0 0 0 0 0 0 0 0 0 l- t:> 0 0 0 0 0 0 0 0 0 0 z .; .; .; .; .; .; .; .; .; 0 ,,0: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 00 :;"- " w ~ ~ ~ ~ ~ ~ ~ ~ ~ I- ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 S S S 'S S 'S 'S 'S S " 0- 0- 0- 0- 0- ar 0- 0- 0- 0 . . . . . . . . '" 0: 0: 0: 0: 0: 0: 0: 0: 0: " <5 <5 <5 <5 <5 <5 <5 <5 <5 '" z z z z z z z z z . . I :; 0 0 w 0 0 0 0 0 , wt:: t:> 0 0 0 I z N N .; 0 0 0 0 1-"- M .; .. 0 .; 0 0 0 c "0 '" m M .. N .; 0 0 0 0 0 '" "'. .. 'ffi o;w w .; .. " ~ .. 0 .; .; 0 Z m ~ of of m .; ~ "' ~ > 1-" ". M .. '\' " g z :r '\' "'-, a '\' '\' '\' . w" "I . oc ~ > z .... . . w 0 w ;. ~ . .' c " .: ..' jj '" -' ~ -0 -0 -0 -0 -0 -0 -0 3 " ;; . . .. .... . . ~ ...... . . rn I- t5 t5 . u t5 t5 t5 t5 " " 0 . . . . . . ,.. . . c I- Z " ." ." ." ." ." ." " ~ '" " 0: 0: 0: 0: 0: I>. 0: (. 0: 0: '" w Z I- " t Z 0 0: ~ W ., I- ~ -' " g t:> " E Z ~ . U E " '" 0 ~ ~ " w W " ." ;;; '" :: '" 0: 0 ;;; ;;; . > Yj "' d> . I- ~ . . " '" c Yj ~ w I.. 0 '6 0 . c . '" " ~ u c 0 0: .,. U '" c S 0: .; . " E '" ;; " - ') .;, 8 - - - ~ -0 -0 M c c c c . Z rn " rn " . 0 co co co ~ ;:: <do <do <do oi or; . "- " .0 '" W W W ~ ~ . . . .n '. c ~ U ~ ~ " rn ~ '" ~ M E I W c c c - 'S " . rn :. 0 E E E . 0. N .0 ro " " " " .. " " ro > c '8 ." '8 '" . I c ro E u ~ <i. E '. . ~ !1 c 0 .. 0 .... " N , 2 :..... B u . . . E " ;~ . . . ~ ... -0 ~ ~ ~ ~ w I. . . " rn ~ w . W .0 E . w 0. .0 .0 .0 0 0 .., ~ ~ U ~ '0 e I '0 ~ B u u u . ~ w w . W -0 .2 w , 0. -0 -0 -0 .~ -0 0. B ~ ~ ~ { .. -0 .'. .~ E 0 c 0 ~ ~ ~ B w -" -" '" " " .g E rn :, 0 'S 0 " W 0- 0 " w " I 0. 0. 0. > 8 " ~ " w '" I ~ ~ -0 '" 0 w . . ~ ~ ~ " 2 " " " 0. ~ 0. :E 0. ., > > > 0 0 ~ '0 ~ . w w 0 0 ~ '" '" '" ~ ro ~ e ~ ~ w w . w 2 . w . w w ~ w 0; 0; 0; 0; . 0; 0; w 0 " '" '" '" '" '" '" '" ., " <5 0 0 0 0 0 w ~ ~ 0 0 0: '-' Z :; 0: w w t:: '" - N M :; .,. "' '" '.. ~ '" ~ := w " :> z ~- c Q ~ o o . ~ o c ro ~ ~ cD , c ~ ,. .< '. ~ 'i a> . < ~ I '" a> Ji u >- a> '" '" 0; ...... ~ ~ z . ~ 0 "' 0 "' w .. 0, o. :; ~ ~ . E ;:: ~ I'..,.. ;:: ~ " :; " " 0 ~ ~ ~ 'r u 0; " $ Ir " $ ~ c- ~ " ~ " ". ." Ii ~ ~ ~ ~ ~ " "5 " "5 : \ ~ $ is ~ is ~ : .' a> "' ro ~ I ro ~ c E ~ ~ ~ > ~ > ~ ..... '. ~ '. ~ ~ I ~ ~ U 13 , iD z iD z 0 ,'. . w 0 0 '" c.. 0 0 " :; 0 0 0 0 .; .; 0 . 0 0 0 >-Cl 0 0 0 0 ... ., . 0 0 0 0 Z .; ci .; .; .. . .. .; .; ci ci ,,'" ~ ~ ~ ~ .0 on ~ ~ ~ ~ 00 ~ ~ :;"- '? '? '" w ~ ~ ~ " " ~ ~ ~ ~ >- ~ ~ ~ " " " ~ ~ ~ ~ 0 " " ." ." ~ ~ ." ." " ." " ~ ~ ~ I g; is, ~ ~ ~ ij[ a ~ ~ ~ e ~ ~ ~ 0: 0: 0: c is. . 0: 0: 0: 0: '" 0 c- " "5 "5 "5 " " .' "5 "5 "5 "5 '" z z z z z z z '. , :; 0 w 0 0 0 0 0 . 0 0 w t:: 0 '" 0 0 0 0 0 0 0 >- .; ~ ci .; .; 0 0 :! .. '" "- ... 0 ". 0 .; .; ., 0 0 0 0 ..., ., .; 0 N N 0 :2 '" M ;!w ..; .; 00 .0 0, :: N ~ ~ ~ 0 ~ ..; >-" ~ ., ., ... ~ '? '? "'-, '? '? '? '? '? '? '? w'" > -" '" ~ ~ ~ ~ ~ " ~ ~ " ~ " ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ >- u u u ~ 15. 15. U U U U c '" ~ ~ ~ ~ E ~ ~ ~ ~ ~ >- w w 'w E :t B 'w 'w 'w w '" 0: 0: 0: '" '" 0: 0: 0: 0: '. " . z r I . 0 '. ;:: . 1 .' 0; c.. i "- t; ~ " . ." ~ ~ is >-' ~ .is " u "8 ~ , u ~ .... t; ~ ~ 8- c- o 0' c- o > ~ ~ ~ a> E oS oS oS d, c 0 oS .~ ~ ~ ~ ~ . ~ ." " " " ~ ~ " '" a> ;; a> ~ ~ ~ E ~ ~ " E ~ u u c- . .. 0; 2' ;; ~ ~ ~ ~ a> 2' rn "- "- "- ~ 0 . . ~ ro ~ " ~ ~ ~ D oS 0; ~ E , E 0 ~ ~ ~ rn ..,' rn .. e. ~ u ~ " . ~ " c c c ;t .. ,..' -" U 2 rn rn rn ~ u ]! 0 0 ~ 0 0 ~ . is .9 0 2' 2 D E D ~ ~ ~ ..., :c E 0 u 0 ~ ~ ~ , rn ~ { " ~ ~ u " u " > > " u ~ 0 0 .9 .9 ~ ~ ~ ro ro 2 " " c, 'c ro rn rn D 0 ~ 0 ~ 0 ~ ~ ~ ~ ~ ~ ;; ~ 0; 0; ;; ;; 0; ;; . 0; ;; 0; ~ ;; 0 " " " " " " " " " ~ " ~ 0 0 0 0 0 0 0 0 0 ~ 0 ~ '" '" :; '" w w t:: '" :: N M ;! ~ ;e ~ :; ~ ~ ~ .. 0 uj " ~ ~ N :> z o Z t ~ " ~ ~ ;ti ~ ~ < ~ " N o o ~ o c . ~ o c o ~ c ~ 5 ~ gj f [, 0 0 " ro 0 ci u ~ ro ~ 0 t 0; w ci ;;; 0 " '" ~ . " 1;; '" $' " " 0 " .. " " U " " ~ ~ ~ C N ." '. " @ .. E E " 1\ .9 1;; . " " " " ~ < i;; 0> 0> ~ .. Ie: .~-_:' " " '5 " " ro ro 0 " . ro ~ ~ </) </) 0 " U U " < . .... w 0 0 0 0 0 </) "- 0 0 0 0 0 ::> '" 0 " 00 \. 00 .. 0 .,; .. 0 0 0 1-" 0 " <0 .. . 0 '" 0 0 0 0 Z 0 ,; ~ ". 0 0 0 0 ci ::>" ~ .. ~ ~ ". .. '. .; .' N ci .. ~ 00 '" <0 .. .. ","" "t "t "t "t "t '" . w " " " " " I- ~ l~ " " ~ " " " ~ ~ 0 5 ';5 " " '5 " " " '5 5 ::> cr <T > > cr > > > cr cr 0 " " .~ .~ " .~ e .~ " " " " u ~ " u u " " al " " " " ::> " 1) " " '. " " '. " " " " '" Z Z Z Z Z '" " w 0 " 0 0 0 0 0 0 0 w !:: 0 " 0 0 0 0 0 0 0 I- 0 ,; 0 0 0 .,; .. 0 0 ci ","" 0 " ;! 0 '" 0 0 0 0 ",0 ~. ". 0 0 0 ~ 0 0 0 <0 -w ~ " .; on ..: .; N ..: .. on 1-::> ~ "t ~ <0 <0 .. " ~ </)-' "! "1 "! "! "t "! "! "! w", > '" " ~, " " " " " " " " ::> " " -'" " " " -'" " " " I- 0 t; ~ 15. 0 15. ~ 15. 0 0 I '" " " " " " @ " " " " l- ." (l) u B " u B ." " ~ u </) " 0: <t " <t <t <t " " . , I. . " .0 " " .. .~ .. " 2 0 " -'" " M " . " -'" ..,' " > " " ." 8 " ~ " ro 0 '0 0> " " " u " " 0 0 " ~ " 1;; ro ro 0 c " " 10 E E " " E ,,; ~ j; 'ri " u > ;: " -'" " ;: '" " " " ro " " 0; E .0 ro 0> " E z i;; 0 '5 u .9 ~ 0 0 ~ j; " 0 ro -'" to " ;:: 0 " ro "- . .~ .2 0 E .9 '0 ~ ~ " 0 0- j; 0 .~ 1;; N 1ii " "' >, " " ro .. u .9 ~ .9 " " a.(ii > " u u ro ro " '" "' " E " -'" .9 Oi .0 N " " ro ro w "' .s E 0 '5 'u " E 0 is " u 0 - " " ~ " j; 0 c;j E '" B " '" 0 u " 0- 0 to ro .9 ro " ,g " " " t " a) ~ " 0 " " 0 > I " ro ro " " " 0 " .0 U I I C) i;; " '5 " " 0 " " " '> iE u " " .9 " E ;: ~ "' " " e 0 ~ ro .~? " ~ ~ " E !!2 i u " ,g> " " " ~ " " 1ii E E @ 0> "' 1ii z, 1ii " 0 .E is c " ro " " ,g " jii " " ~ g> " 0> .E ro Cij . i;; ~ " ~ ~ 0 0 a . " " U 0> " ro " .~ " 0; 0; " " \ 0 u " " " E 0> ~ . " " ..' 0 <';:' " <, " " " 1;; ~ 1;; 0 " "' z, ~ " E " Oi . ro " " ~~ -'" . " 'E ~ 0 .. ro " E -'" " " E~ z, ~ " '. 0 " " '5 , C C " C E " ~ " " 'E ro ~ " '@ " iij S .5 0 " 0> .~ " 1n u 3: ~ " " ~ ~ " " ~! " " " " U 0> " " 0> ~ 0> 0> Oi (j; 0 0 , " Oi Oi " " " 0; (ij " " ro ro 0 . ro ro " " , ~ '.' 0; 0; ~ 0> ~ ~ 0 Cl " " u 0 " u ~ u u " .,.... I w I al N N M .. ~ ~ " '" '" I' . 0> 0 N N 1 N N N N N N M ::> z L ~ < ~ 9 ~ . ~ ~ > . ~ ~ o o ~ c M 6 " > g . oc n o ~ ~ o j2 6 m I I ~ ~ Ul .,; Ul " " '" '" - - , '" '" Ul .' ::> ::> 0 0 .... ..... E E is is 2 I w .g ,., .g E E " I, " " U ~ " 0 o. 0 . ci 0 ci 0 ci ci d 0 0 ...." 0 o. 0 0 0 0 0 0 0 0 2 ci .. ci 0 ci ci .,; ci 0 0 ::>'" ~ ,: ~ .,; ~ ~ 0 ~ .,; .; 00 ~. N N N ,,"" "I "I "I "I '" . w ~ "C . "C "C !i - - .... ~ ~ ~ "C ~ ~ "C - - 0 3 " '3 " '3 3 " '3 ~ ~ ::> '" ,. '" '" '" '" '" '" 0 0 iij 0 r 0 0 r 0 2 0 '" " '" 0 '" '" 0 '" 0. III " 0 0 "- ::> <5 0: <5 <5 <5 <5 E E Ul z Z Z Z Z " 0 w 0 0 0 0 w!:: 0 o. 0 0 0 0 0 o. ci .... "" 0; 0 ci 0 0 0 ci ci '" 0 0 0 0 0 0 0 0 0 ~ o. ci 0 ci ci 0 ci 0 0 ~w "'. .. .,; ,: ~ .,; ~ ~ ~ '! .; ....::> ~ N 0 N Ul-, "I ~~ "I N "I "I w", "I .. > .', ,.. Ul ~ " "C " "C . "C ]! "C " ]! "C ~ ::> 0 " . 0 J!l 0 0 0 0 .... r; c~ ~ "- r; u 1'; ". u . 1'; 1'; '" w " w w 0 w w 0 ~ w " 'w ~ 'w 'w ~ 'w e .... " . Ul '" o' '" '" '" '" '" '" - " ~~ ~ "il) ~ " " .' Cii ;;; . : " " :.;:; ... ". 0; " I " E " E " " ;; ,. " w u :;; f, " "- 2 3: = " ~ u > a. " 0 a Q. "' CL " " 0 ~~ "" - JE v () .. ~, ~ ~ ~ ~ w Ul w " 0 ~ .E '3 w ;;; ., " ~ " ~ "C " r; " '" 0 ~ w . " ... r; ~ c 0 ~ w 0' - r; '. " ... " ~ '0- u " </) w ... 0 " r; " '0- - ro ~ " " 0 ... r; :;; E "- ~, 0 E " ... ;; 0 0 t " E " ro .9 ", E E " ,. 0 ... " , .....;. ~ " 0 . w v " 0 u !!! ~, '8 ), E E " E k " ~ " ro " J!l )? "- 'X ~ E ;;; <i -c .. I. ro - '3 , '" 5 .' w ~ 0 c' ~ '" " E " - '" 'X ~ "C " O. ~ / 0 0 ! 0 ~ u '" 0 " , '0 " () is E w "C " .. " r; :; E '., 0 '" w 0 g w .2 ;;; 0' 0 0 " '" 0 ~ 0 .. r . > 0- w ro ro ro ro ~ Q. 0 C c i! E E 0 E 0 () g ro " u J!l J!l .. J!l .. 0 '" ;; 0 '" '" E 8 " " " " " w N 0 w w 0 w 0 '3 '" 0 w 0 "C "C "C " ~ ~ w " ;; 0; ., , , > , w 0; ~ .. .. 2 0 2 0 2 ~ .. u 0 0 Q. a: a: u Q. Q. Ul 0 " '" w w !:: III ;:; " M V ~ "' ~ '" '" 0 ." M M M M M M M M V w::> >2 ~. t 1; ~ <r. -2 , ~ 2 " ;:: " . < ~ o ~ n o Q ~ Q . ~ u ~ ~ c ;; S m rn ~ ~- ,s .~ '" '" ,.. .0 Oi .... ~ z E w I '" ~ ~ , '" . : 0 '" 0 u U ~ "' ~ :J ~ ~ ~ ., c ~ . .. ~ ~ ~ c ~ . z 0 0 0 w 0 '" "- ci :J '" 0 " 0 0 0 0 0 0 0 0 .... to 0 " 0 0 0 0 0 0 0 0 z "' ci .; ci ci ci ci ci ci ci ci :J ~ ,. ~ ~ ~ ~ ~ 0 ~ ~ 0 ~- 0 u. ~ '" "I <( 1--- w ~ '0 ~ ~ ~ ~ ~ ~ ~ .... ~ I!:: ~ ~ ~ ~ ~ ~ ~ ~ 0 .5 "3 5 5 5 .5 5 -,; 5 .5 :J cr '" cr cr cr cr cr I cr Z 0 ~ '" ~ ~ ~ ~ ~ ~ 0- " 0- "' "' "' "' c "' 0- " a ~5 a a a a a 0 a a :J '" Z -, Z Z Z Z Z Z Z '" 0 0 w 0 0 0 0 0 0 w !:: 0 ci 0 0 ci 0 0 .... u. " .,; 0 0 ci 0 0 ci .,; <( 0 " 0 0 0 0 0 ~ 0 0 ~ N '" 6 ~ ci ci M ci ci 0 N ;:: W '" ,. ..; ~ ~ .; ~ 0 ..; N :J 0 ~- ~ ~ '" --' N "I "I "I "I w '" "I "I > '" ~ '0 ~ ~ ~ ~ ~ ~ ~ ~ :J w ," w ~ ~ w ~ ~ w w .... 1:5 oj 1:5 1:5 1:5 1:5 1:5 "- 1:5 1:5 '" w '" w ~ ~ w w w ~ ~ .... w "'D w .w w w .w 8 .w w '" 0- " "' 0- "' "' "' '" "' 0- , i I I 1;; c . ~ I ~ ~ .Q I~ ~ "- ~ , ,s ~ "5 Ii; '0 .. .9 'i~ w ~ ~ ~ .9 " Gi' ,g ~ "iti N w c ro ~ ~; 0 . & E .,; ~ :; .~~ N C 0 0 c 0 . E "8 ~ w ~ :l w _i '" U -< 0 '5 Oi ~ ~ " ~ ~ ~ 15. .~ ~ ~ ~ E :; I!:: ~ ~ u 0 0 ~ ." ~ 2 "5 1:5 '0 U c 1ii . 0 c w 1;; 0 ~ z ~ " '" :; ~ ~ ~ c c I:: . ~ ~ 0 0 '5 .~ 11 U) . ;:: u '" ~ . !Ii E -" x c -0 "- E " ~ ~ . '5 Ii; ro ro i< 0 :3 1;; ~ .s c . c .8 E ! u E " 1;; ~ ~ c c .s1 '" '" . & 0 2; .~ w 0 ~ 1ii E -,; i 0 ro :~ . '" c 0 t: , ~ c E > ~ '" 0 c ,s i: ., ~ ~ .s u w '(3 c C> 0 0; ~ ~ ~ '" . 0 "8 '" . 1;; " "- w ill ~ E ~ ~ ,s . 0 .9 u "5 ~ .~ "5 ~ '" . ~::; 0 ~ '5 0 ~ .0 ~ ~ 0. ~ N ~ ~ ~ :; c ~ l~ 1ii 0 "5 ~ c ~ ~ 1;; g " N g ." 0 . :; € ~ 1:5 '" . N 0. . ~ c " c 1;; ~ . . ~ ." - ~ ~ . .; ~ c ~ ~ c '" c ~ 0 " " " . . E ~ . ~ E ]i " " '" "" 1;; -" .. c S u ~ .0 ~ . > ~ <5 0 w " 0 " 0 c . g ~ ]; c ~ ~ ~ . . u "- ~ ~ ~ ~ 0 " w ~ " .g 0 " '" ,s " ro . '5 Ii; -c I " " ,g ~ . 0. c 0 ~ (0 ~ 2; ~ c :; ~ ~ ~ " c ~ 0 Oi ~ "- " N "- C .~ '5 " ~ ,5 0 g 0; ~ ~ .0 0 ~ 0 ~~ 1;; ~ u .Q t: ~ u ,s 0 "6 0 .s; ~ c " u ~ ~ .9 N '" U . W " U .0 ~ ~ ~ ~ w .. ~ '" '" Oi t; 0 0 Oi ~ Oi Oi Oi 0 C N C 0; "(3 ~ ~ .Be 0; ~ 0; ~ . c . ~ ~ 0; 0 " "' u . ~ ~ e ~ 0- <0 " ~ " " "' u ~ u '" "' w w !:: " ;; N M ~ ~ <0 ~ ~ '" '" " ~ ~ ~ " 0 W :J ~ " " ~ ::> z i " o ~ ~ , Q ~ ~ > ? > . ~ ~ o 2 ~ g > " ~ . rn C '.5 5 m . c ~ .;. .' ;., '; if) .... if) '" '" ::> ::> E if) E g t- g Z '" W . 0 c :; I ~ " :; 8 ~ 0 ~ .0 u . . ~ ~ 0 0 ~ ~ ., ;; ~ ~ ~ ~ . 0 0 ;. 0 0 z z -- >, 0 ;'.-- - - 0 0 W 0 " 0 0 0 0 '" "- 0 " 0 0 ci ci ::> :; .,; 6 ci -;,- 0 0 0 ci 0 0 0 t- "' M " 0 0 0 0 0 0 0 0 M " 0 ci ci ci 0 ci ci ci z'" "' ci 0 '" '" '" 0 '-' '" ~ 0 ::>0 ~ " N N Ou- "i .~ "t "t "i "i :; 1- " '. '-' --_.- < W ~ ~ -0 -0 t- -0 " -0 ~ ~ ~ ;' -0 ~ -0 -0 " 0 0 " 0 '3 '3 '3 0 '3 -0 -0 .....- \ "; > ::> > (5'1 > c- c- c- il C- I I 0 0; ~~ il 0 . . . U '" '" '" . . '" c 0 '" . ~ '. . I 0 0 ::> '" .!: '" 15 15 15 '" -. 15 if) -, Z Z Z Z :; ,- OW 0 0 0 0 0 0 0 " 0 0 0 0 W!:: 0 " 0 0 0 0 0 0 ci ci t-U- .,; ,; ci ci ci ci ci ci 0 0 "0 M " 0 0 0 0 0 0 0 0 M " 0 0 0 0 0 0 ..; "' ~W "' ,; 0 0 ~ .; 0 N ~ :: t-::> ~ " N M "t N "t N if)--, "i .~ "t "i "t "i "t "i w" > --.. '" -0 -0 -0 -0 a: -0 -0 -0 '" -0 . " 0 . . . . 0 0 ::> a. 1:i. 15- U ~ U 15- U -0 -0 t- o . " . . . . . . 0 0 " U U U ." " ." u ." . E t- U U U U '" tL '" " <[ " '" '" '" " " ~ .. . . . . .- ! - I '5 ----- '. " -.-.'. . :& .... , .;:; I 'c - . , " J s ~ '" " i= 0_ ~ .;:; " '5 0 "- $~ 'm '0 'm 0 ii' -0 . . 0 0 U -0 . ~ ~ u :~~ w s ~ 5 if) ID i! W E -0 " .;:; m I 0 ~ " ":ii -a; '5 '" '" ij) -0 'ii:i .~ . " " 0 ~ " ;;; ;' '3 u: .Q " 0 ~ 0 ::> u . -0 S ~ . 0 ~ " ~ > . .S s 0 0 0_ 0 " u ~ '5 ,g 0 'm 0 0 E ~ ;;; 0 0 '5 :E . t " -a; 0 0 " u ~ ~ ,- 0 '5 .Q Q ~ . 0 '" ~ S 0 ~ u u ~ .;:; :;; ':i ~ " ;; ~, . ~ -" . ;:; ro . g c 0 e . 0 0 '" " -0 ;:; "- "' ~ , E 3 ~ ~ 0 -0 . " ~ Q . ~ -0 0 '" ;;; ID 0 0 0 ~ 0 0 u e; ~ .!;; " ~ -0 0 to " 'w 'w . ID u " 1:: 2 2 . 0 <Ii ~ ~~ D -0 ~ 0 D ~ ~ -a; . 8 8 0 0 0 ~ "Q .2l ~ . . - N I E u u: u ~ -0 ~ ;;; 'c x ::> 0 ~ ~ "iii 0> ~ . . " . . " ~ > S ,;. S 0 = " ro " . ~ " . .. '" '" - -0 . ; '" I,. -" . -.; "- -" . -0 0 0 c ;; " . I ;; . ;; 0 ;; ~ m . . -0 ~ .. 2 jj I; ~ " " ,; ~ I " 1.- " -0 " U U tL ~ ::> 0 0 ::> 0 0 " 0 :; '" I;. . '. I' W W ; '.. !:: '" :;; " M :J, ~ '" ~ ro '" " :; ", ~ .-; ~ ~ ~ ~ ~ '" ui ::> ,; z ..' ~ c L C o e " " o g E . J: , o ?, ~ > y ~ o ~ o w c o e " r , , :,': " U) " ro ~ 0: " ~i I ::> ci ;;; ~ U) " '. ,0; ro .... E e z .g ~ ~ .~ ~ ~ UJ > ~ " ~ :;; ~ ~ " rn :;; " a. :c ~ U) e 0 , 8 u e 0: " ~ . " ::> ~ u ~ .9 ~ E ~ ~ ro ~ 0; ~ .g E " e . ~ ~ . ~ D ~ " 0 rn ~ ~ OJ e ~ a. ~ " " u ~ ~ e . " " e Z ro ~ a 0. ro 0 0 UJ 0 0 U) a. 0 ci ::> :;; " " 0 " ci " ~ .... t') " " " " 0 " '" z ci ,; ci ci " ci .0 ci ::>" ~ .. ~ ~ " ~ " 00 '" ~ '" :;;u. "t "t '" UJ ~ " ~ I, ~ , .... ~ :~ ~ ~ ~ ~ 0 3 ":5 '3 3 "6 ~ ::> cr '" cr :if > a ~ '" ~ I '. 0: " 0: 0: e u Cl 0 ~ ::> " "i5 " " 0: U) Z Z Z Z :;; " 0 UJ " " " " " " " UJ to " " " " 0 " ,.: .... ci .; ci ci ci on '" ",u. " " " 0 0 ::: .. :;;0 " " 0 0 0 .0 f::~ ci ci ci ci ci .0 '" " " 0 H ~ 0 '" ~ "'-, '" " '" ~ '" ,: UJ", "! .~ "t "t "t "t "t > '., "' ~ " ~ ~ ~ ~ ::> ~ '" ~ , ~ ~ ~ U "1:5 U ~ 15. .... e '" ~ '" ~ ~ ~ B .... " "cj) '" '" E u "' 0: " 0: 0: " " , I -' ;0 0 .... Cl ::J , "' I , ~ E' '" ~ " N t; e 0; " ~ " " E 1~ " e u ro t: " "- ~ Z ~ " e u " " 0 " 1:: U ;:: ~ '" a. ~ EO 2 "' ~ '" ;;; e " e U ro c 8 "' ~ " UJ " ,0; ~ 0 " c rn ro ~ e ~ '" ~ " ~ (jj ~ ro a. (ij 0 ~ E ~ " ~ ro 0: '" ~ ,0; 1D " "; > E ~ ~ b " E: 0 C, ~ e " '" :> 2 e ~ 8 N U) ~ :c . .9 ,- f- ~ ~ ~ ~ "' U ~ '" u e ~ C) U e 0; ro ro co S Q '. ~ '" " c 13 '0 a. 0. D ~ " ~ I:> ~ e 2 u ;;; B :i ~ ~ ~ jj ~ . " ~ a. ~ ~ "' rn rn ~ 0; c " a. e E ii c; " E ~ 13 rn "' ~ E ~ 0 , E " '" " ro 0; g ~ "iti " ~ ~ ro u C' 2 u u ~ 0 '~' ~ ro " ~ ~ ~ '2i OJ 2 " c " ~ " 0: '" ro 0 0: 0: "- :;;0: j UJUJ ....Cl <D N M .,. ~ '" -::;; ~, <0 <0 <0 <0 UJ ::> :> z ~ " ~ o o ~ ~ . ~ g " ~ c ~ 3 w ~ e z , Q . c . .s . ? > . < " Q . g " ~ o m ~ c ;; S rn ro c E c CC , .. (f) "') 0: " ::J 0 " ,y E 1i 0 (f) ~ ::> 0 IS 0> 0> >- ~ 0 '2 m 0 0 Z ~ E '" " i" i" w N ,g W 0 ,g . . :;; ~ 0 8 E E u ~ .. 0 z, '" :;; 0- " 0 N N 'in Z, 0 ~ ~ 0 ~ , 0 E 0 0 !!2 w E E 0 0 0 M M '-' ~ 0 <6 ro " .~ .~ 0 () '" 0 0 <D ~ 0 0 () 0 0 ~ " ~ w .9 .9 ~ e " - 0 " 8 e '" 0 w 0 w " ~ ~ 0 . 0 I' 0 0 " 0 " > ,~ w 0 (f) 0 0- ro " z, ~ " ~ , " 0 >- :;; " ~ 0 1i al 1i i" '3 0 'i5 / 'i5 0 :;; " ~ 0 ~ w > w > >" 0 0 " " 0 ;;: I, 0 ~ m 0 m 0 (f) Z '" '" Z "" "- z '" ill '" ill 0 , 0 w 0 0 0 (f) CL 0 0 0 0 0 .; 0 " ::J :;; .; 0 0 0 0 ~ 0 " 0 0 0 0 0 0 0 >- '" ~ 0 0 0 0 0 0 0 ~ Zo: .. 0 N. ~ 0 " '" 0 0 ::>0 .; <6 ~ ~ .; N - .,; .; '" N <- Ou. '? '? '? '? '? N '? '? :;; '? '" w " >- " " " al " ~ " " 0 0 0 0 5 . 0 ::J > > > > <3 0- > > a W W .~ W :c 0 ~ w u u u 0 0: u '" 0 . 0 0 0 0 0 ::> 0: 0: 0: 0: " 0: 0: (f) , z :;; 0 0 w 0 , 0 0 0 0 w !:: 0 ..: 0 0 0 0 0 0 >- 0 0 '" 0 0 ",u. 0 .. 0 0 :;;0 0 r- " .. r- 0 .,; 0 0 0 0 .; 0 -w .,; .; '" N M ~ >-::> N ~ "'-, '? '? ..: N '? '? w", '? '? > '" " " " " 0> " " 0> 0> ::> 0 0 .. . 0 . 0 0 0 >- 0. 0. ~ 0. 'i5 0. 0. 'i5 'i5 '" 0 ~ 0 ~ 0 1l 0 0 0 >- u 8 0 8 0 0 u u 'I '" '" '" '" "- '" '" "- "- -' I '" >- 0 >- '" ::J '" '" '" Z z F F w w w w :;; :;; Z Z 0 0 F F w '-' u ro 0 ::J ::> > 0 0 ~ w . w 0: 0: ill >- I'- 0 '" '" '" Z 0 0 w w 0 u I u 0 F '" '" ill " "- 0 0 . '. ii' 0 , " 0 '" '" N ill N U "" :: w "" .,; " w 1i w '" 0 0 w W 0: E ~ '. ~ " 8 " " m 0 0: 0 w m '" '. '" 0 .c .c w ro Ii 0 M > 0 . ro '" 0 '" N in 0 0 0 w .9 'i5 >- E 0 0 0 0; 0 >- .9 s () ~ 15. .9 .9 E 0 U 0 0 x " 0 1i 0 >- 0 0 0 0 .9 .; 0 > 0 0 " w 9 0 !!2 0 ~ 6 E ~ '" 'Ri 'in 0 w 1i ~ N 0 0 <3 .. > > .. 0 0 '" ~ w ,S . " 0 .9 " E 0 .9 " " 0 w ~ '" 0 u u . ~ 0 ~ 0 '" 0 . '" ;;; ~ 0 ro ~ " ~ m 0 u c '" U. 0; 0> C '" 0 w 0 . , w ~ '0 ~ :;; " .. c > 0 z, '" E '" w '0 0 0 ::; 0> .~ '~ '0 ro 0 ro !:: c '. w / w " 0 , w '0 ~ ~ 0 ~ ~ . U 0> !:: -1' ~ " 0 0 0 ,S .c ro 0 0 E " " w E E 1i 0 al > 1i 0 , c c 0 w 0 ro ;;: ;;: " 0 > 0 " w ~ " " 0 " ro , 0 I 0 ~ 0 0 ~ 0 ~ 0 ill 0 S 0> U 0> 0; 0 0 0 0 0 0> 0 0> 0 m " al m " 0 ~ 0 0; " is m m ~ . ~ 0 ~ 0 ~ ill 0 u. U '" 0: U 0: U ~ U 0 - :;;0: ww >- '" <- ~ 0> 0 ;:: N M .. -::;; <D <D <D <- <- ~ w::> ~ ~ ~ >z L o ~ <1: ~ Q , ~ 1:; ;; '!; :c, ~ " < :3 ~ ~ ro " , ~ g . ~ o " o go 6 I . ! a . 0 " Jj '" 0 15 '" I 6 0 ." ~ ::> "' ~ a > e " E f- '" ~ " ;;; Z " " 0 :;; x g w w '" " " , " <L '" :; 15 ~ ~ f- w ::> '0 m I :; 0 in , ~ e " a x " e E ~ 0 " ,; ;: 0 U ~ ~ e :0 0 U ~ 0 '" 0 ro '" " w E , ro -6 " w " " > "5 ~ , 0 " '0 ~ w .g ~ '" i. :c ." ." ~ " ~. .'B I" u . ~ > i ro "0 "0 ~ " 0 CI . . . . . ~ <3 .. 15 ., " . . 0 '" ~ 1 z z z '" e 1:, 0 Z 0 0 i' 0 I 0 w 0 0 </) <L 0 0 .; 0 0 0 0 0 0 0 0 ::> :; 0 0 0 0 0 0 ~ 0 0 0 0 0 f-tO 0 0 0 '" 0 0 1 0 "- Z 0 " ." on .' 0 0 0 ::>" 0 ." '" ~ ." ." ." ~ N ~ 00 ." ~ '" ,. N ~ ~ :;~ ~ ~ ~ '" ~ j w ~ . "0 "0 f- .~ "0 "0 ~ I' "0 "0 ~ ~ ~ "0 'S " 0 " . . S <5 <5 <5 > ::> > E' > > 0' I I 0' I 0; :g :g :g . 0 ~ ~ e e " e 0 " ell " " " <5 0 0 15 0 " '" 15 " " ::> z ",. z z </) .. :; . 0 0 0 0 0 0 w 0 ~ 0 0 0 0 0 0 w to 0 N ,.; 0 0 0 0 f- 0 E E ~ 0 0 0 0 "'~ ... :;0 0 .~ ~ .; 0 0 0 0 0 05 05 05 05 -w 05 " . :2 0 ~ ." ." f-::> ." " . .; N ~ ~ "'--, "I '" '" ~ ~ ~ w" ~ > "0 "0 ~ ~ ~ "0 </) ~ D' ~ . "0 .'B e .'B e . ::> e e e " 15. is is 1i " ~ is 0 is f- is . ~ e " e " '" e e e 8 .. " '" . 0 f- " " . 0 U <L " <L 0 "' <L <L <L '" '" '" " --' .' ;!: 0 f- ell ::> <J) . to . z ;:: w . w :; . ,'. Z 0 ;:: u ::> 0 w N " " E . j:;;i ." . N <J) ]i 1;; 'in 0 > 5 z -S w 0 () ell " " ~ '" " > :;; e ;:: ,; 0 " I' e ~ ro "- ~ " 0 g e -E ii1 . .. N "0 E . " ~ t; . ~ .,; "0 .'B .'B > u " e ~ "0 . 0 "' . 0 0 " ro ~ " 0 ~ e u ~ 0 w w " e w " " .9 e "0 5 0 ro 0 ell e 1;; " ~ 0 u 0 " 5 ro 1;; ::E g x e .. .9 E " a. !l! . ~ ~ .'B '0 E .2 5 . " !Jl " 2 1;; "0 . 0 ~ '0 5 " > " 1;; c. 0 e ~ Z ." 2 . " :;; w ~ ro ." f- 1;; " :;; e ~ . .. " '" " 'x .9 e e " " "0 > 0 " w " " ~ " in 1:: '" .. w '0 :, ~ ~ e "5 . 13 ~ > ro 0 '" 13 0 5 I ~ I 0 e ~ jj 0 '" e . " .9 e " c 0; . e> ~ ~ jj 0 en " ~ 0 e> " ro :;; ~ 13 0 " e " . E ~ " ro 0 ;;; N :; . :2 ~ 0 . M .'B " w - 'S 0; I; E " ro ~ -2 E :c E to 0 E " e ~ jj :c ~ ~ .'. -" '0 0 ~ > ~ .~ ro ~ " ." ~ . <;; w e DO ro " ." " . ~ t; . D- o W " W ". 1;; ~ N ro .'€ > > 'm 'in .Q 'x .9 " " . " D- 'x . I. ~ . . . . :;; . ." 0; e . " DO " . DO 0; 0; . e 0 w c e 0; ~ '0, > ro '.' "0 , 0 0 . ~,8 .. 51,: .. 0 ~ . " " ~ -- 0 0 0 '" U ". " " '" U :; " ~I . w w to ell ~ ro ~ 0 ro N M V ~ :; ~ ~ ~ ro ro ro ro ro ui ::> i :> z ,--~ w o ~ M , ~ ~ ~ o z ~ ~ ~ o " o , 1: . :S: ~ . " o Q ~ o o . X o o . o o ~ ~ ~ F I, ''',", .. '.. CD E ill '. Q: .i I ~ ID . ~ .g ~ <5 e ID - 0 ID ro ~ ; 0 ~ E C :c 0 .0 ID 0 .. ., N .s' ". Jll .Q , ~ ::; ~ 0 W ~ rn ~ ro . 0 ::; '(t; ...... ID E :; " E E .;;; ::; u E :; , .g ~ ., a:: u ~ .~ ID '6 0 '" . ro j!l 0 ~ ~ " u u '" 0 ~ 0 0> 0 > ID a. .' 0 "' u .E , . 0 ~ ::; ", '5 ID . 0 ID 5- ~ " 0 u U , 5 ~ C ID ~ e;' 0 0 E ID ~ ~ .E .E " ~ 0 ro ~ 0> '" ~ u ~ ." ~ e ~ ~ 0 0 ID .' ID 0 ID ~ ID 0 ID ID , ., <5 I .' ID ro ID 0 ID 0 ID ID 0 ro , 2 Z t; Z >- Z ::; Z Z U U) cr 0 0 0 w 0 0 0 0 0 U) 0- 0 0 0 0 0 .; => ::; 0 0 0 0 0 0 0 0 >-to 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 of z 0 =>'" 0 0 0 0 ~ ~ ~ .. ~ M 0 ~ w 00 N ,.; ::;"- "? "? "? "? "? "? " '. w ~ ~ ~ >- ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 '5 <5 ID <5 ~ <5 <5 <5 ~ => cr I a, I 0> I I I .. a ID 0 0 '" c 5- 0 5- 0 0 0 U ID '" <5 0 0 0 0 0 '" => .E .E Ul z ::; 0 0 0 0 w 0 0 0 0 0 0 w t: 0 0 0 0 0 0 0 ..: >- 0 0 0 0 0 0 0 ~ " "- 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 .; " w 0 0 , 0 I 0 0 .,f 0 N ;:: => .. ~ M 0 ~ . ~ ~ N .....' N . '" Ul -' "? "? "? "? "? "? "? w " "? > I . ... Ul ~ ~ ~ ~ 0> ~ 0> . ~ ~ => ID ID ID ID 0 " 0 ID " >- U 0. 0. 0. '6 ~ '6 U ~ " ID 1; 1; ID 0 ID 0 ID ID " U ID B ID ." B >- u a. 0- '" Ul '" " " " " " I -' " >- 0 >- ~ ~ ~ 0 ." 0 rn " ~ t; u B ID 0 0> ro ~ 0 t; 5 I ro ~ E 0 I u ~ u .~ C t; rn ro ~ E ~ ID 0 u 5- '5 ID 5 ID ro 0 u .;;; ~ z " ~ ro 0 0 0. ~ ro ;:: ~ E ~ 0 .!!i .g 0 0- U ~ 0 " ii2 E ~ , .. . u u ~ u 5 0 Ul .g ID 0- 2 'ro ~ 0 0 w ~ t; " 0 ro . t; 0 , ~ . 0> ~ U ID 1l ,.; E E 0 "i! ~ .... '" B ~ ~ . rn 0 .~ ID ~ .;;; '$ ~ ID 0- 0 ~ ~ 0> 5 B ro , ..... 0 0 c .. ro 0- ~ ro 0 0> " t; X 0 > ID ID 0 0- .0 0 '6 . ~ 0 rn ro E ., ID .0 0> B 12 ro E ~ ro 0 "- ~ E 0- ~ ." "- ID , .g 0 " 0> ~ c u 0 " '" .. 0: ." ID ~ "i' " ~ ID U ~ u E ~ ro u 1; ID ~ ro ~ ~ 05 ~ ID 0- ~ ID ~ " 0 ID ~ ID ~ ro .0 rn ~ '" ~ 0> .0 ID '0 c E 0 .g- . rn 0 ,; '0 0 "- '" ID ID .;z ID ID ~ " N " "- rn t; 0- ~ '6 0- 0: 0 8 0 ID 0 ro 0- 0 8 0 0- " 0 ~ u :; c U ID ~ ~ ID ID rn ~ ID e e ID ro ID 0> 0> 0 0> 0> ID U 0 C .~ rn 0 , , 0 N , ro ro ~ ro ~ ~ ro 0 ~ ~ ~ ID ~ ID ID ~ e ID ,u U W U) u '" '" U .0 0: " '" w w t: '" w ~ ro 0> 0 0; N M .. oj ::; ro ro ro ro 0> 0> 0> 0> => ;> z --_I L- . z " e- ~ OJ o Q ~ ~ s " ."; ; > . ~ ~ ~ 2 KEY WEST INTERNATIONAL AIRPORT NEW TERMINAL BUILDING AND RENOVATION PROJECT GUARANTEED MAXIMUM PRICE (GMP) CLARIFICATIONS AND ASSUMPTIONS 1. The GMP does not include any work related to the Mario Sanchez Park or any budget for Art in the Airport. 2. The GMP is based on certain modifications indicated as item 35 below that will need to be incorporated into the drawings and specifications indicated in section 7 of this GMP Proposal. 3. Bulletin Number Two issued by URS Corporation and dated August 4, 2006 is included in the GMP. 4. The GMP does not include any permit fees and/or deposits. It is our understanding that any and all required permit fees will be waived. 5. The GMP does not include any costs associated with the services of a threshold inspector. It is assumed that all costs for threshold inspections, if necessary, will be provided by others. 6. !it is assumed all costs associated with certified inspectors or inspections for permits provided by SFWMD, DEP, NPDES and all other governing agencies that may be applicable to this project will be waived or paid for by others. 7. The GMP does not include any utility fees including but not limited to tap fees, impact fees, or utility services. The Owner shall pay for all permanent meters. 8. The GMP does not include any costs associated with natural gas/propane holding tanks or the associated underground piping and regulators for gas service to the meter. It is our understanding that this work, if necessary, will be covered by the Owner and other parties under separate contract. 9. Cost of relocation or removal of any power poles, overhead utilities, and underground utilities not indicated to be relocated on the construction documents is not included. 10. The Owner shall perform any and all surveys, removal, and/or abatement services of any environmentally hazardous material encountered or discovered during the course of the work. 11. The GMP excludes any cost associated with the removal, either from its existing location, or from the site of any unsuitable subsurface materials including but not limited to deleterious materials, rock, hazardous waste, etc. 12. Firesafing and firestopping may be installed by multiple individual subcontractors and not by a single subcontractor. 13. Builders risk insurance premiums and deductibles shall be paid for by the Owner as indicated in Article 13.3.5 of the Agreement between County and Construction Manager. 14. Specification section 09680 Carpet is included in the project specification manual but no carpet is shown on the construction drawings. Therefore the GMP does not include any cost associated with carpet. 15. A seating allowance of$225,000 has been included in the GMP. 16. An allowance of$150,000 is included in the GMP for interior signage, exterior signage and monument signs, all of which have yet to be designed. 17. No window treatments are indicated on the construction drawings and the GMP does not include any cost associated with window treatments. 18. The GMP includes landscaping. 19. The GMP does not include any irrigation systems for the landscaping. 20. Sprayed on fireproofing is not indicated in the construction documents. Therefore, the GMP does not include any cost associated with fireproofing. 21. All granite has been deleted per item 35g. A 4" rubber base has been included at locations where granite base is shown on the construction documents. 22. Brick type and color are not indicated in the construction documents, and a unit price of $300.00 per thousand has been used to establish the GMP. 23. An allowance for concrete of $128 per cubic yard including sales tax is included in the GMP. 24. The following clarifications pertain to door hardware. a. All hardware will be provided as indicated in the finish hardware sets listed in 08710, Door Hardware. Any violations of governing building and fire codes or inconsistencies with other hardware are the responsibility of others. b. The warranties provided shall be limited, if necessary, to the maximum standard duration available from each manufacturer. 25. All work related to modifications to the existing master antenna system and satellite dish shall be by others. No cost associated with the master antenna system or satellite dish is included in the GMP. 26. Locating and/or relocating the existing 6" C900 PVC or DR-18 as indicated on C- 111.4 is not included as the extent of this work is not clearly defined on the construction drawings. 27. It is assumed the Owner will provide all necessary power for construction activities for the entire duration of construction. No cost has been included in this GMP to supply power. 28. A cost and/or resource loaded schedule is not required per contract and is not included. 29. Since the elevation of groundwater will fluctuate due to tidal, seasonal and rainfall variations, a well-point system, effluent disposal, and any additional I:rosion and sediment control devices that may be required are not included in the GMP as this can not be fully defined at this time. Any related issue that may arise will be considered a concealed or unforeseen condition and the subcontractors and/or the Construction Manager, as applicable, will be compensated accordingly. 30. Certain items in the project specification manual are not applicable for '~onstruction within Monroe County, Florida, and the Construction Manager reserves the right to review and amend these requirements as needed throughout the construction phase. 31. The Substantial Completion date (7/18/08) is based on a construction duration of 24 months after receiving approval of Construction Authorization #1 (August 4, 2006) and approval of this GMP on November 15, 2006. 32. Division I, General Requirements, was not available when the Agreement between the Owner and Construction Manager was established. Where Division I items conflict with the Agreement between the Owner and Construction Manager, the Agreement terms will govern unless specifically indicated otherwise and budgeted accordingly in this GMP Proposal. 33. A meeting was held on September 18, 2006 to discuss potential issues of phasing and cost associated with Owner occupancy of the existing terminal building during construction. An allowance of $50,000 has been included in the GMP for temporary facilities that may be required. 34. Where allowances have been established for scope included in the GMP or where agreed upon estimated amounts have been used for cost reduction items it is agreed that should the allowance amounts be exceeded or should the estimated savings for cost reduction items not be reached the GMP amount shall be adjusted if necessary to account for these additional costs. The GMP shall only be adjusted after all other cost saving alternatives, including further scope reductions, have been exhausted. 35. The following cost reducing alternates have been implemented in the GMP in order to meet the Owner's budget. a. Delete elevator #4 at bag make-up area. (Cost reduction list item # 15) b. Delete elevator # I at the passenger bridge. (Cost reduction list item # 16) c. Reduce the number of"G" type windows from three to two between all pilasters. (Cost reduction list item #24) d. Delete hurricane shutters and provide uninsulated impact glass. (Cost reduction list item #26) e. Delete linear metal ceilings at soffits and fascia and replace with stucco. (Cost reduction list item #27) f. Change granite countertops to solid surface and use 304-4b stainless steel for surface metal, toe kicks and reveals. (Cost reduction list item #28) g. Delete metal ceiling at room 204 and SIOI and replace with 2x2 acoustical ceiling. (Cost reduction list item #32) h. Allow alternative electrical equipment manufacturers. (Cost reduction list item #34) 1. Allow alternative light fixture manufacturers. (Cost reduction list item #37) J. Change domestic water piping to schedule 80 PVC in lieu of copper. (Cost reduction list item #39) k. Change cast iron piping specification to schedule 40 PVC. (Cost reduction list item #40) 1. Reduce scope ofrenovation work in existing terminal. (Cost reduction list item #48) m. Change specification for toilet partitions from solid surface to polymer. (Cost reduction list item #51) n. Change specification for site lighting conduit from PVC coated rigid conduit to PVC conduit. (Cost reduction list item #52) o. Change stainless steel balustrade panels on the inside of the escalator unit to glass. (Cost reduction list item #53) p. Change specification for HV AC to allow plenum rated cable in lieu of cable in conduit. (Cost reduction list item #57) q. Reduce scope of MUFIDS system. (Cost reduction list item #59) r. Limit spare electrical conduits to an allowance of $25,000. (Cost reduction list item #60) s. Reduce electrical scope added between design development and construction documents. (Cost reduction list item #65) t. Delete dormers. (Combination of cost reduction list items #23 & #67) u. Change dumbwaiter specification to a less expensive model. (Cost reduction list item #68) v. Reduce windows on east elevation to one bay. (Cost reduction list item #69) w. Reduce windows on west elevation to one bay. (Cost reduction list item #70) x. Change TSA security screen walls metal studs and drywall. (Cost reduction list item #71) y. Reduce seating allowance included in the GMP by $25,000. (Cost reduction list item #72) z. Change ceilings in elevators from laminate to stainless steel. (Cost reduction list item #74) aa. Delete elevator hall lanterns, position indicators and stainless steel reveals. (Cost reduction list item #75) bb. Change specification to allow owner to pay for warranty travel as needed. (Cost reduction list item #76) cc. Delete architectural relief on one side of precast panels. (Cost reduction item #78) dd. Delete exterior painting of existing terminal building. (Cost reduction list item #79) ee. Change linear metal ceiling specification for new building to a less expensive system. (Cost reduction list item #81) ff. Reduce size of new emergency generator fuel tank. (Cost reduction list item #82) gg. Change integral gutter system to surface mounted gutter system at curb overhang. (Cost reduction list item #85) hh. Change ARFF mezzanine to expanded metal deck from poured pan. (Cost reduction list item #87) ii. Eliminate parking deck curb and use wheel stops. (Cost reduction list item #88) jj. Change concrete design specification from a 5,000 psi mix to a 3,500 psi mix. (Cost reduction list item #90) kk. Reduce scope of asphalt paving. (Cost reduction list item #91) ll. Reduce level of finish at beach front dining. (Cost reduction list item #92) mm.Change the curtain wall, storefront and automatic door finish specification to dark bronze anodized. (Cost reduction list item #93) un. Reduce the landscaping scope to county code requirements. (Cost reduction list item #94) ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNlY THE MORGANTlI:lROUP INC. GMP PHASE - UFlS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unit GMP Package Bid Packaae DescrlDllon QuantJty Units Coat Estimate Remarks KWIA Construejion Authorization # 1 $ Temoorarv Fence I Rent - Compound 1 Is 12125.00 $ 12.125 QO fence Temporary Fence Rent / Repair I Relocation 1 Is 25000.00 $ 25,000 go fence Temoorarv Sidewalks & Entrances Is $ - topinos Ticket Booth Temporary Power 1 Is 4000.00 $ 4.000 Misc. Flelocation of Existing Sjgnaae, Structures 1 Is 5000.00 $ 5,000 Temoorarv Parkina Is $ . 2A Demolition - Site Is $ in site earthwork / devel. Remove Storm Structures 7 ea $ Remove Storm Piping 653 If $ - Remove Sanitary Structures 3 ea $ - Remove Sanitary Cleanouts 4 ea $ Ramov-e Sanitary Piping 131 If $ Ramov,s Water Ploin 86 ~ $ - Remove Electrical Pullboxes 1 ea $ Sawcut Asohan 894 If $ Sawcut Concrete 66 If $ - Ramov,s As halt Paving 143,089 sf $ Remove Asohalt Pavina Base 31.013 sf $ RemovI9 Concrete Paving/walks 11,142 sf $ . Removl:! Concrete Curb 86 If $ Removl:! Concrete Curb & Gutter 2,592 If $ RemovI3 Planters 470 ~ $ - RemovI3 Parking Control Structure I Gates 1 ea $ Remove Chain Link Fencing 930 If $ RemoVl:! Site Sianaae 7 ea $ - Removl:! Site Monuments 3 ea $ Removl~ Parkina Meters 7 ea $ Removl3 Flagpc tes 3 ea $ - Removl! Liahtooles 13 ea $ Remov!! Lightpoles 7 ea $ Relocate Powerpoles 5 ea $ - Removo Metal Shed 586 cf $ 1 StOry Building Foundation 1.500 sf $ 2B Demolition - Buildina 1 Is 219950.00 $ 219,950 lvi Demo Ticket Counter, Run.Out Conveyors ~ in baggage handlino Demo Plumbina Is in Dlumbi~ Demo Fire Protection Is in fire protection Demo I"NAC Is in hvac Demo Electrical Is in electrical Slabs 3,551 sf $ included Partitions 16,618 sf $ included Column::; 25 ea $ - included Roof Svstem 1.964 sf $ included Canopieis 6,176 sf $ included Mezzanin I Stairs 264 sJ $ included Casework 217 ~ $ - included Toilet Partitions 10 ea $ included Fire Shutters 8 ea $ included Overhecld Doors 1 ea $ included Roof Ladder 1 ea $ included Remove Door I Window Units 120 ea $ included RelocatE! Pia ue 1 ea $ included RelocatE! A TM ea $ Remove & Reinstall Intact Tile Murals 2 ea $ included Seating 105 ea $ included Ceilinas 17,279 sf $ included Floor Finishes 17,081 sf $ included 2C Site Earthwork I Develo ment 1 Is 670,091.00 $ 670,091 to inos Mobilization 1 Is $ included Bond 1 Is $ included Traffic Control 1 Is $ - included Clear & Grub 0.48 ac $ included Erosion Control $ Siltation Fence 2.300 If $ included Basin Silt Screens 24 ea $ included NPDES TestinQ mo not included ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNTY THE MORGANTI (lROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unit GMP Packaae Bid Packaae OescrlDtlon QuantllY Units Cost estimate Remarks BldQ. Pad Fill Parkin Ramos 2,403 cv $ included Proofroll Buildina Pad 19,244 sf $ included Cut Paving 515 cv $ - included Balance Site Fill 431 cv $ included Site Fill Berms cv not reauired Grade Site 52,615 sf $ - included Survevina 1 Is 40700.00 $ 40,700 IIvnn a'flvnn Restaking 1 Is 15000.00 $ 15,000 allowance 20 Asohalt Pavina & Ace. 1 Is 460622.00 $ 460,622 affordable 1" Tvee P-401 ASohalt Pavinn 504 sv $ included 2" TvOf!, P.401 Aspnalt Pavina 12,765 sv $ included 1-1/2" Tvoe "S. Milled Asnhah Pavinn 6,664 sv $ - included 8" Limerock Base 1,606 sv $ - included 4" Limerock Base 504 sv $ included 12" Stabilized Subarade 2,110 sV $ included Precast Wheel Stops @ Asohah 319 e. $ included Precast Wheel SIODS @ Concrete 95 e. $ included Pavina Markings $ 12" Cross Walk Markinns 1,524 If $ included 24" Stop Bars 150 If $ included Handicao Parkina Svmbols 12 e. $ included Handicap I Service Lines 3,275 If $ - Included 4- Parkina Lines 6,190 If $ - included 6" Roadwav Lines 2,603 If $ included Bi-Directional RPM's 40 e. $ included Traffic Arrows. 14 e. $ included Traffic Si nage $ Stoe Sians 10 e. $ - included Do Not Enter Sians 2 e. $ included No Parkina Sians 4 e. $ included Handicap Parkina Si ns 12 e. $ included Turn Directional Sians 9 e. $ - included Overta" Existina Pavin sv not re(l uired Teme. I\ccess Roads sv not reauired Curbs Is $ in site earthwork i devel. Curbs Type 0 6,512 If $ included Curbs Tvoe F 365 If $ included 2E Concrete Walks I Pavin Is $ in site earthwork / devel. Sidewalks @ Parkina sf $ included Sidewalks Hand Excavate Thickened Walks 16 cv $ Sidewalks Backfill Thickened Walks 9 cv $ - Sidewalks Fine Grade 1,021 sf $ Sidewalks Edae Forms 299 sf $ Sidewalks Exoansion Joints 80 If $ Sidewalks Broom & Trowel Finish 1,021 sf $ Sidewalks Protect & Cure 1,021 sf $ Sidewalks Wire Mesh 1,123 sf $ Sidewalks Rebar 0.13 tn $ Sidewalks Concrete. 5000 ~i 31 cv $ Sidewalks @ BuildinQ sf $ Sidewalks Hand Excavate Thickened Walks 20 cv $ Sidewalks Backfill Thickened Walks 10 cv $ Sidewalks Fine Grade 12,712 sf $ Sidewalks Edae Forms 242 sf $ Sidewalks Expansion Joints 1,470 If $ - Sidewalks Broom & Trowel Finish 12,712 sf $ Sidewalks Protect & Cure 12,712 sf $ Sidewalks Wire Mesh 13,964 sf $ Sidewalks Rebar 0.29 In $ Sidewalks Concrete - 5000 51 259 cv $ Airside A ron Concrete Pavinn 7,500 sf 6.53 $ 49,000 Airside Acron Concrete Pavin (1 Is 49,000.00 $ (49,000 in div. 3 concrete Airside Aarons Hand Excavate T Anrons 26 cv $ Airside Aprons Backfill Thickened Amons 14 cv $ Airside Aarons Fine Grade 7,566 sf $ Airside Aprons Edae Forms 327 sf $ Airside Aarons E"xoansion Joints 990 If $ ESTIMATE SUMM.ARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNn THE MORGANTI (IROUP INC. GMP PHASE - URiS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unit GMP Packaae Bid Packaoo DeacrlDllon Quantltv Unlta Cost Estimate Remarks AirsidEl A rons Broom & Trowel Finish 7,588 sf $ Airside Anrons Protect & Cure 7,588 sf $ - AirsidE! Anrons Wire Mesh 8,347 sf $ - Airside A rans Rebar 0.06 tn $ Airside Anrons Concrete - 5000 osi 185 cy $ Handicaa Ramos 1,568 sf $ included 2F Precast Concrete Pavers Is not renuired 2G Site Drainaoe I Utilities $ Site Drainaae Is $ in site earthwork i deveL Catch Basin Structures 2 eo $ - included CDS Structures 3 eo $ - included Curb Inlet Structures eo not reouired Storm Manhole Structures 1 eo $ included Storm Control Structure eo not rAnuired Bubble Un Structures eo not ree uired Mitered End Section wI Grates e. not renuired Core & Bore Existina Structures 9 eo $ included ModlN Existina Structures 11 e. $ included Storm Pininn If 6'DIP 86 If $ - included 8' DIP 45 If $ - included 8"RGP 177 If $ - included 12'RCP 275 If $ . included 15'RCP 206 If $ - included 18'RCP 110 If $ included Trench Drain 84 ~ $ included Exfiltratlon Trenches If not renuired Site Roof Drainaoe Collection $ - Roof Drain Connections w/ Cleanouts 20 e. $ - included Yard Drains 3 eo $ - included PVC Storm Rain Leaders 1,800 If $ included DIP Storm Rain Leaders 250 If $ included Site Utilities - Water 1 Is 394933.00 $ 394,933 tonfnos I "arv nlumbinn Domestic Water Pinino If $ 2-1/2" Piein 511 If $ included 2" Pininn 40 If $ included 1" Pi ina 47 ~ $ - included Valves & Filt/nns 16 eo $ - included 4" Backflow Preventor 1 eo $ included Relocate Meter Assemblv 1 e. $ included Samole Points / Test 4 eo $ included Connect Existina Services 3 e. $ - included Site utilities - Fire Is Fire Line Picino If $ 8" Pininn 344 If $ included 6" Pinine 16 If $ - Included 4" Pininn 234 If $ - included Remove Existina Hvdrant Assemblv e. not renuired Hvdrant Assemblv 2 eo $ included Fire DSMrtment Connection 2 e. $ included Valves & Fittinos 17 eo $ included Roadwav Boxes & Covers 3 eo $ - included 6" Double Check Valve Assemblv 1 e. $ included Tie In Buildina Services 3 eo $ included Site Utilities - Sewer Is $ in site earthwork / devel. Manhole Structures 1 e. $ Included Relocate 6" C-900 PVC Plninn If $ - not included or defined Sanltarv Pi ina If $ - 6" Pininn 139 If $ included 4" Pinina 467 If $ included 2" pil)inn 74 If $ included Condensate Pininn 315 $ included Fittinas 15 e. $ Included GreaSI:l Trans eo in elumbina Tie In Buildino Services 7 eo $ included Tie In !Exlstinn Services 2 eo $ Included Rehabilitate Existine Manhole e. not renuired ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unit GMP Packafte Bid Packaae Dsacrlntlon Quantltv Units Cost Estimate Remarks 2H Site Fenclon sf $ Te~r~Fence I Rent. ComMUnd Is in chase construction Te~rarv-Fence I RenAir I Relocation If in nhase construction Tennis Nettinn @ Beach Dinino 1 Is 10000.00 $ 10,000 allowance 2J Ir~tion Is not included 2K Landscaninn - Allowance 1 Is 217000.00 $ 217.000 o landscaninn Ornamental Trees ea included Palms ea included Shrubs I Ground Cover ea included Sod sf included Plantinn Soil cv included Plantln;;;- Mulch cv included Maintenance - 1 Year wks included 2L AU;:;-er Piles Is $ - Auner Piles. Phases 1 & 2 82 ee 609.76 $ 50,000 -lu ent. Au;;er 1:)i1es - Phases 3 - 8 437 ee 1.019.70 $ 445.606 'Iu ent. 16" Auner Piles 10,810 II $ - included Remove Sooils 10,810 If $ - included Cut Piles Incl. Excavation & Stone 519 ea 163.78 $ 85.000 american nile cuttinn Test Pronram 1 Is 40.000.00 $ 40.000 american fndo. 2M Site lmnrovements included DIVISION TWO S 2 695 025 3A Cast - Place - Concrete Buildinos 1 Is 5250000.00 $ 5.250.000 aoex Cast - Place - Concrete Garane sf $ - included Concrete Foundations ~ Buildinas cv Foundation Excavation - Machine 1.152 cv $ included Foundation Backfill - Machine 773 cv $ included Foundation Excavation. Hand 547 CV $ included Foundation Backfill - Hand 377 cv $ included Foundation Fine Grade 3.402 sf $ included Foundation Edne Form Continuous 450 sf $ included Foundation ~ Form Column 819 sf $ included Foundation Edne Form Pile Carm 8.528 sf $ included Grade Beam Ed e Forms 153 sf $ included Set Anchor Bolts 550 ea $ included Grout Column Base Plates 96 ea $ - included Foundation Rebar 14 tn $ - included Foundation Concrete Continuous ~ 5000 osi 18 cv $ - included Foundation Concrete Column. 5000 n<:l.i 28 cv $ - included Foundation Concrete Pile Caos - 5000 nsi 551 cv $ included Foundation Concrete Grade Beams. 5ooo----nsi 8 cv $ included Concrete Foundations. Garane cv Foundation Excavation 1.316 cv $ included Foundation Backfill 898 cv $ included Foundation Fine Grade 4.485 sf $ - included Foundation E~ Form Continuous 1.420 sf $ - included Foundatlon Edne Form Column 84 sf $ - included Foundation Edae Form Pile Caes 6.434 sf $ included Set Anchor Bolts ea not reauired Grout Column Base Plates ea not rAnuired Foundation Rebar 10.62 tn $ included Foundation Concrete Continuous. 5000 n~i 147 C" $ included Foundation Concrete Column. 5000DSi 3 cv $ included Foundation Concrete Pile Cans. 5000 nsi 378 cv $ included Concrete Slabs on Grade. Buildinas sf Subsoil Termite Treatment 17 ,454 sf $ included Slab on Grade Fine Grade 17,454 sf $ - included Slab l)n Grade Hand Excav. T. Slab 42 cv $ - included Slab on Grade Backfill T, Slab 17 cv $ - included Slab on Grade to Mil VlSnUeen 19.199 sf $ included Slab on Grade Trowel Finish 17.454 sf $ included Stab on Grade Protect & Cure 17.454 sf $ included Slab on Grade Control Joints 3.621 II $ included Slab on Grade Ed e Form 2.100 sf $ - included Slab on Grade 1/2" Exn, Joints 1.388 If $ - included ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUN"rY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unll GMP Packa"" Bid Package Description Quantltv Units Cost Estimate Remarks Slab on Grade Wire Mesh 19,199 sf $ - included Slab on Grade Rebar 0.32 tn $ included Slab on Grade Concrete - 5000 psi 436 cy $ included Concrete Slabs on Grade - Gara e sf in site walks 2e Concrete Trenches - Garaae cy Trenches Hand Excav. T. Slab 37 cv $ - included Trenches Backfill T. Slab 12 cy $ included Trench Forms 1,188 sf $ included Trenches Point & Patch Concrete 1,188 sf $ - included Trench Rebar 1.65 tn $ - included Trench Concrete - 5000 psi 48 cv $ included Concrete Walls. Buildinas cy Wall Forms 9,039 sf $ included Wall Point & Patch Concrete 9,008 sf $ included 2x4 Wall Keyways 178 If $ - included 6- PVC Wall Waters~ 142 If $ included Wall Form Hardware 4,504 sf $ included Wall Rebar 17.43 tn $ included Wall Concrete - 5000 psi 118 cv $ - included Concrete Walls - Gar~e cy Wall Forms 4,675 sf $ included Wall Point & Patch Concrete 3,510 sf $ - included 2x4 Wall Keyways 568 If $ included 6" PVC Wall Watersto~ If not reauired Wall Form Liner 1,165 sf $ - Included Wall Form Hardware 2,336 sf $ included Wall Rebar 10 In $ - included Wall Concrete - 500QuPSi 82 cv $ - included Concrete Columns" Buildinas cy Column Forms 11,776 sf $ - included Chamfer Strips 3,584 If $ included Column Forms - 24" Dia. 48 If $ included Column Forms - 36" Dia. 278 If $ - included Column Form Liner 2,137 sf $ included Column Point & Patch Concrete 14,665 sf $ included Column Rebar 43 In $ - included Column Concrete - 500~i 393 cy $ included Concrete Columns - Garage cv Column Forms 20,877 sf $ - included Chamfer Strips 8,965 If $ included Column Form Liner 4,900 sf $ - included Column Point & Patch Concrete 20,877 sf $ included Column Rebar 68 In $ - included Column Concrete - 5000 psi 625 cy $ included Concrete Beams - Buildings cv Beam Soffit Forms 7,476 sf $ included Beam Side Forms 16,930 sf $ included Chamfer Strips 5687 If $ - included Beam Point & Patch Concrete 24,405 sf $ included Beam Rebar 132 In $ - included Beam Concrete - 5000 psi 916 cv $ included Concrete Beams. Garage cv Beam Soffit Forms 14,020 sf $ included Beam Side Forms 28,040 sf $ included Chamfer Strles 9,347 If $ - included Beam Point & Patch Concrete 42,061 sf $ included Beam Rebar 171 tn $ - included Beam Concrete" 5000 psi 1,682 cv $ included SUDDOrted Slabs. Buildings sf SUDDOrted Slab Forms 459 sf $ - included Supported Slab Edge Forms 96 sf included Kev Formed Slab Construction Joint If $ - not reQuired Supported Slab Trowel/Broom Finish 459 sf $ included SuoDOrted Slab Point & Patch Concrete 459 sf $ - included SUPpOrted Slab Protect & Cure 459 sf $ - included Suooorted Slab Rebar 1 tn $ included SuPPOrted Slab Concrete - 5000 sl 9 cv $ - included ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUilDING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE. URS DOCUMENTS DATED June 26 or Augu8l4 NOVEMBER 15, 2006 Bid Unit GMP Package Bid Packaae DelcrlDtlon Quantllv Units Cost Estimate Remarka Place i Finish PSI Slab System . Buildings Key Formed Slab Construction Joint 243 II $ included P / F PSI Slab Svstem Trowel Finish 37,991 sl $ - included P / F PSI Slab System Protect & Cure 37,991 sf $ - included PI F PSI Slab Svslam Rebar 33 In $ included PI F PSI Slab Svstem Concrete - 5000 51 779 cv $ included Place I Finish PSI Slab System - Garaae Key Formed Slab Construction Joint 228 If $ - included P / F PSI Slab Svstem Trowell Broom Finish 84,942 sf $ included P / F PSI Slab Svstem Protect & Cure 84,942 sf $ included P I F PSI Slab System Rebar 93 tn $ - included P I F PSI Slab System Concrete - 5000 51 1,227 cv $ included Secondary Lt. Weicht TODDina Slab - Buildinas 26,309 51 5,32 $ 140,000 allowance SecondsNU.Wt. Top~n Slabs Trowel Finish 26,309 sf $ Secondary Lt. Wt. Toooina Slabs Protect & Cure 26,309 sf $ - Secondary Lt. Wt. To in Slabs Cone - 3000 psi 338 c $ - Secondary Toooina Slabs on Deck - Buildinas Secondary TaD[ ino Kev Formed Slab Canst. Jt. 243 If $ Seconda Toooinn Slabs Trowell Broom Finish 33,099 51 $ - Secondary Toooina Slabs Protect & Cure 33,099 sf $ - Seconda Toooina Slabs Wire Mesh 36,408 sf $ Secondary TooDina Slabs Concrete - 3000 psi 368 cv $ - Secondary Toooina Slabs on Deck - Garage SecondalV TooDina Slabs Curb Edge Fonns 2,762 If $ included Seconda Toooina Slabs Trowell Broom Finish 15,970 sf $ included Seconda Tooolna Slabs Protect & Cure 15,970 sf $ - included Seconda TODOina Slabs Wire Mesh 17,567 51 $ - Seconda Toooina Slabs Concrete - 3000 psi 311 cv $ included Slab over Metal Deck - Buildin s sf Slab over Mtl. Deck Kev Formed Slab Const. Jt. 36 If $ - Slab over Metal Deck Trowel Finish 12,819 sf $ - included Slab over Metal Deck Protect & Cure 12,819 51 $ included Slab over Metal Deck Wire Mesh 14,101 sf $ - included Slab over Metal Deck Rebar 0,84 In $ - Slab over Metal Deck Concrete - 5000 LW psi 150 cv $ Slab over Metal Deck Concrete - 5000 osi 1,619 cv $ - included Place & Finish Metal Pan Stairs - Buildinas sf Metal Pan Stairs Finish 742 sf $ included Metal Pan Stairs Protect & Cure Slabs 742 sf $ - included Metal Pan Stairs Concrete - 3000 os! 5 cv $ - included Cast-In Place Stairs - Buildinas Is Cast-In Place Stairs Finish 426 sf $ included Cast-In Place Stairs Point & Patch 841 51 $ - included Cast-In Place Stairs Protect & Cure 428 51 $ included Cast-In Place Stairs Fonn 1,175 sf $ included Cast-In Place Stairs Set Safety Nosing If $ - not reauired Cast-In Place Stairs Rebar 0.91 tn $ included Cast-In Place Stairs Concrete - 5000 psi 20 cv $ - included Cast-In Place Stairs - Garane Is Cast-In Place Stairs Finish 330 51 $ included Cast-In Place Stairs Point & Patch 844 sf $ - included Cast-In Place Stairs Protect & Cure 330 sf $ included Cast-In Place Stairs Form 989 51 $ included CasHn Place Stairs Set Safetv Nosin If $ - not reauired Cast-In Place Stairs Rebar 0.80 In $ included CasHI1 Place Stairs Concrete - 5000 psi 16 cv $ included Till-U Panels Is not reQuired EQuioment Pads sf $ - Equipment Pads Trowel Finish 776 sf $ included EQuipment Pads Protect & Cure 776 51 $ - included Equipment Pads Edne Form 145 sf $ included Eauipment Pads 1/2" Exp. Joints 30 If $ InclUded EQuipment Pads Wire Mesh 853 51 $ - included Eauiornent Pads Concrete - 3000 osi 10 cv $ included Monumental Sinn / Entrv Wall Concrete not reauired Flag Pole Foundation e. not re<Juired Set Bike Racks e. $ ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING NOVEMBER 15, 2006 MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE. U,RS DOCUMENTS DATED June 26 or August 4 Bid Unit GMP Psckage Bid Peckll9!l OescrJl'!lon Qusntlty Units Cost EstJmate Remark. Excavation 20 cy $ included Concrete 20 cv $ included Set Bike Racks 10 es $ included Set ~ Sollards es $ Excavation 6 cy $ included Concrete 6 cv $ - included Set Bollards 10 es $ included 38 Precast Concrete Systems 1 Is 756628.00 $ 756,628 cds manufacturiQ.a Precast Slab ~stems Buildin 5 37,991 sf $ included Precast Slab Systems Garage 64,942 sf $ - included Precast Wall Panel Systems - Buildi~ 965 sf $ included Precast Walt Panel Systems - Garage 9,304 sf $ included DIVISION THREE $ 6146 626 4A Unit Maso~ 1 Is 433111.00 $ 433,111 a~ arnold masonrv Set / Grout HM Frames Door) 11 es $ - included Set I Grout HM Frames Window es $ not r uired Exterior eMU Walls sf Mortar 44 cv $ - included 8x8x16 Standard Weight eMU 8,018 es $ included 12x8x16 Standard Weiaht eMU 10,651 es $ - included 6x8x16 Standard Weight eMU Bond Beam 2,794 es $ included 12xSx16 Standard Weight CMU Bond Beam 1,391 es $ - included Precast Lintel 206 If $ included S- Dur.A-Wall Mill Galvanized-.L 5,188 If $ - included 12- Dur-A-Wall (Mill Galvanized 6,894 If $ included Thru-Wall Flashing wI We~ Holes If $ - not r uired Asphalt Da~oofing Troweled sf $ - not reQuired 1" Rigid Insulation sf $ in d ~all div. 9 Mason Rebar 12.72 tn $ included Fill CMU Voids wI Concrete 227 C'L $ included Exterior Tubular Scaffolding 16,537 sf $ - included Exterior Brick Tile Walls Is Mortar 7 cv $ - included Standard 4x2-213xS Face Brick 7 m $ included Standard 4x1x8 Face Brick Tile 5 m $ - included Soldier Face Brick 62 If $ Precast C~ Band 63 If $ - included Brick Wall Ties & Anchors 1 m $ included Steel Untel 62 If $ included Clean Face Brick 1,608 sf $ included Exterior Tubular Scaffoldin 1,606 sf $ - included Interior eMU Walls sf Mortar S cy $ included 4x8x16 Standard Weight CMU 308 es $ 6xSx16 Standard Weight CMU 509 es $ 8x8x16 Standard Weicht CMU 1,898 es $ included 12x8x16 Standard Weight CMU es $ not r uired 8x8x16 Standard Weiaht CMU Bond Beam 344 ea $ included 12x8x16 Standard Weight CMU Bond Beam es $ not reauired Precast Lintel 25 If $ included 4" Dur-A-Wall Mill Galvanized 399 If $ 6- Dur-A.Wall MJII Galvanized 858 If $ 8" Dur-A-Wall Mill Galvanized 1,492 If $ included 12" Dur-A-Wall Mill Galvanized ) If $ not r uired A~alt Daffiproof~Troweled sf Masonry Rebar 0.95 tn $ included Fill CMU Voids wI Concrete 10 ~y $ included Interior Tubular Scaffolding 1,559 sf $ included Monumental S1m! I EnJry Wall CMU $ not reqUired DIVISION FOUR $ 433111 SA Structural Steel - Buildinas 1 Is 1995000.00 $ 1,995,000 trinity Structural Steel - Garage sf included Cost In:!f!~ct Bulliten 1 to Bulletin 2 1 Is 85000.00 $ 85,000 trinity ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUllOING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unit GMP PackaGe Bid Packaae Descr~lon Que~ Units Cost Estimate Remarks FAA Buy American Act 1 Is 100000.00 $ 100,000 trinit Structural Steel Framing - Buildings tn included Structural Beams 361 In $ - included Structural Columns 46 tn $ included Structural Channels 1 tn $ - included Structural A!!9!es 47 tn $ included Structural Plates 45 tn $ included Structural Tubes 50 tn $ - included Structural Pipe Columns 6 tn $ included Anchor Boltli Material Onl 2.329 Ib $ - included Shop Paint Steel 970 sQ $ included Structural Steel Fram!!!9....:- Truss I BriQIte Framina tn Structural Beams 8 tn $ - included Structural Columns 6 tn $ - included Structural A.!!9.Les 2 tn $ - included Structural Plates 2 tn $ included Sho Paint Steel 45 SQ $ - included Structural Steel Framin . Dormer Framin tn included Misc. Metals - Buildings tn Misc. Steel Tilt-Up tn not reQuired Misc. Steel Beams 0.11 tn $ included Misc. Steel Channels 0.22 tn $ . included Misc. Steel AQB!es 0.33 tn $ included Misc. Steel Plates 0.80 tn $ - included Structural P~ Columns 0.22 tn $ included Shop Paint Misc. Steel 3 so $ included Concrete Filled Pipe Sollards 10 ea $ included Stair Safety Nosing 553 If $ - included Elevator Pit Ladders 46 If $ incruded Steel Stair / Horizontal Handrail t34 If $ included Steel Wall Handrail 304 If $ - included Aluminum Stair Wall Handrail 111 If $ included Aluminum Wall Handrail It $ - not r uired Stainless Steel Railing & Glass Panel System 244 st 98.22 $ 24,000 allowance Structural Metar Pan Stair S stem 12,173 Ib $ - included Misc. Metals - Garage Is $ Precast Connection Welds 1 Is 2??oo.00 $ 20,000 allowance Stair Safety Nosing 560 If $ included Aluminum Stair Wall Handrail 140 If $ - included Aluminum Wall Handrail If $ included Steel Joists. Sui/dines tn $ - Steel Joists Series K 4 tn $ included Steel Joist Brld ina 0.42 tn $ - included Metal Decks. Buildi.!!Q.s sf . included 1 - 1/2" Metal Floor Decks 12,546 st $ - included 2" Metal Floor Decks 912 sf $ included 9/16" Metal Wall Decks 12,446 sf 1.61 $ 20.000 Irinit 1 - 1/2" Metal Roof Decks 10,691 sf $ - included 3" Melal Roof Decks 50,512 st $ included Field Touch~Up Painting - BUildings 1.019 sQ $ included Monumental ~n / Entry Wall Misc. Metals Is $ not ree uired 56 Pre-Engineered Trusses sf $ - not reauired 5C Expansion Joint Covers 1 Is 71000 $ 71,000 c~taj Exoansion Joint Covers - Tvpe 1 FI ~ FI 443 If $ - Expansion Joint Covers - Type 2 FI - FI 263 If $ Ex nsian Joint Covers - Ill: e 3 FI - Fi 59 If $ - Expansion Joint Covers - Type 4 W ~ Cr 75 If $ Ex nsion Joint Covers - ~_4 W - CI 43 If $ - Expansion Joint Covers - Type 5 W - W 19 If $ E)(pansion Joint Covers - Type 6 W - Cr 103 If $ - Expansi()n Joint Covers. Type 7 R 59 If $ in div. 7 roofing DIVISION FIVE $ 2 315,000 6A Rough Carpentry 1 Is 39851.00 $ 39.851 allowance Exterior Rou h Caroentrv Is by trades Interior Rough Car entry / Bucks sf .Qyjrades ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED Jun. 26 or August 4 NOVEMBER 15. 2006 Bid Unit GMP Package Bid Pack~ DescrlDtlon QU8ntltv Units Coat Estimate Remarks 68 Millwork & Casework 1 Is 401547.00 $ 401.547 conce t~us Rental Car Counters 68 " included Plastic Laminate Counter Tops 39 If Included Rest Room Solid Surface Counter Tops 70 II included Coffee Bars Lower & Upper Cabinets 9 " $ included Ticketina Booths 42 If Included Snack Bar " not required Restursnt Bar 41 " not reauired Gift Shop Counter 29 " included Counter / Shelvln 20 " included Ticketina Counters 112 " included Solid Surface Sills & ~rons 343 " 87.40 $ 30,000 allowance Frieaht 1 Is $ - included Installation 430 " $ - included DIVISION SIX Is 471 398 7A Caulkin & Sealants 26,667 " 3.64 $ 97,000 ca ital Damooroofina Elevator I Escalator Pits 712 sf included Water Repellants 8,635 Is 2.08 $ 13,800 ea ital Traffic Coatina 72,785 sf 2.26 $ 164,800 capital Caulking Exterior Window Joints " in aluminum storefronts Caulkina Interior Joints If in oainti~ 78 Sprayed Fireproofing sf $ not reQuired 7C Roofina & Sheet Metal Is $ - Modllfled Bituminous Roofing 218 sq 830.28 $ 181,000 structural restoration Modilfied Bituminous Roof~ 218 so Modiified Bituminous Roofing - Parapets 20 sq 2" Roof Insulation 20,934 sf Aluminum Sheetmetal 4,535 sf Aluminum Gutters 248 If Aluminum Downspouts 158 " Roof Scuooors 16 eo 4'x4' Roof Drain Sumps 19 eo Patchina Around New I Existin Eauioment sf $ included Modiified Bituminous Roofing 6 sq 2- Roof Insulation 589 sf Aluminum Sheetmetal 372 sf Standlna Seam Metal Roofing 507 so 1274.04 $ 645,940 structural restoration Standing Seam Metal Roofing 507 5 Material Price Increases Is $ - not reQuired 2" Roof Insulation 1,642 sf 4" Roof Insulation 49,093 Aluminum Sheetmetal 8,634 sf Aluminum Downspouts 155 If Roof Exoansion Joints 88 If 669.92 $ 59,120 structural restoration Equipment Screen Is not reauired Flashina & Sheetmetal Is included Manufactured Roof Specialties $ Roof Walkwav Pads sf included DIVISION SEVEN $ 1161660 8A Hollow Metal Doors & Frames 1 Is 138120.00 $ 136,120 arc one HM Door Frames 110 eo $ HM Door Frames wI Side Utes eo $ HM Window Frames 5 eo $ HM Window Frames ~ecial 1 eo $ HM Doors. Flush 67 eo $ HM Doors. Half Glass 1 eo $ HM Doors - Full Glass eo $ HM Doors - Lite Kits 37 eo $ 88 Wood Doors eo not required 8C Finish Hardware 136 sets $ in hollow metal d & f 80 Door I Hardware Installation 1 Is 54730.00 $ 54,730 arc one Door Installation 136 eo $ Hardware Installation 136 sets $ ESTlI'IIATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONflOE COUN"rY THE MORGANTI GROUP INC. GMP PHASE. URS DOCUMENTS DATED June 26 or August 4 NOVEMBER IS, 2006 BleI Unit GMP Packaae Bid Packaoe Descrlntlon Quantltv Units Cost Estimate Remarks 8E Overhead Doors I Grilles 1 Is 148810.00 $ 148,810 oh doors of s. fl. Overhead Doors 64 51 $ . Fire Shutters 108 51 $ - included Smoke Curtains 143 sf $ included Securitv I Fire Shutter 565 sf $ included Shutters,! Smoke Curtains Existina Buildin 5 1 Is 30000.00 $ 30,000 allowance 8F Aluminum Storefronts & Windows 1 Is 963247.00 $ 963,247 southern walls Aluminum Storefronts 5,037 51 included Curtain Wall System 4,620 51 included Aluminum Windows 367 sf included Structural Glazina 126 sf Glass & Glalinn 383 sf included Wall Mounted Mirrors 360 sf 8G Auto.Slidinn Doors 11 ea included DIVISION EIGHT $ 1 332 907 9A Stucco / Plaster I Drvwall Is $ . Exterior Stucco Packaae 1 Is 353700.00 $ 353,700 mcalhanv canst 6" Runner Track 3,507 If $ . included 6" Metal Studs 9,755 If $ . included Stucco Exterior Metal Lath 3,338 sv $ . included Stucco Exterior Walls 3,408 sv $ included Exterior Cementlous Coatinas 9,897 sv $ in oaintinn Cast. In - Place Columns 2,650 sv $ included Cast.o In - Place Beams 7.247 sv $ . included Stucco Exterior Soffit I Cellina PackaQe sv $ . included Stucco Exterior Hanaina Rods 3,399 " $ . included Stucco Exterior 1-1/2" Channel Framing 3,756 It $ included Stucco Exterior 3/4" Channel Framina 11,284 If $ included Stucco Exterior 2 1/2" Metal Runner Rrack 947 If $ included Stucco Exterior 21/2" Metal Stud Framin 2,138 If $ . included Stucco Exterior 3 5/8" Metal Runner Track 1,660 If $ . included Stucco Exterior 3 5/8" Metal Stud Framin 829 If $ . included Stucco Exterior Metal Lath 2.033 sv $ . included Stucco Exterior Soffits I Ceilinas 1.875 sv $ included Interior Plaster Packaae sv not r uired Ent Wall Stucco not rMuired Interiol' Drvwall Packaae ( Wall Svstems ) 1 Is 1708317.00 $ 1,708.317 interior details 6" Metal Studs 6,805 If $ - included 6" Metal Stud Track 1.122 If $ . included 3-518" Metal Studs 28,541 If $ Included 3-5/8" Metal Stud Track 6,260 If $ included 314" Metal Furrina Channel 7,306 If $ included 5/8" Gvnsum Board 118,460 sf $ - included Drvwall Screws & Hardware 97.545 sf $ included Perfatane & Joint Cement 97.545 51 $ included 6" Batt Insulation 14,182 51 $ - included 4" Batt Insulation 36,286 sf $ - included 1" Rioid Insulation 9,274 sf $ included InterlarD all Packa e Cellin Systems ) Is $ 6" Metal Studs 3,455 If 1$ included 6" Metal Stud Track 1.156 If $ included 3-5/6" Metal Studs 22,624 If $ - included 3-5/8" Metal Stud Track 26,116 If included 2-1/2" Melal Studs 228 If 1$ included 2.112" Metal Track 449 If $ included Resilient Furrin Channel 4,883 II $ included Han in Rods 2.250 If $ . Included 5/6" Gvosum Board 34,934 sf $ included Perfataoe & Joint Cement 33.794 sf included Drvwall Screws & Hardware 28,443 sf $ included Site Imorovements Is not included Glass Reinforced G sum Fabrications - Walls 543 51 $ included Glass Reinforced Gvosum Fabrications - Columns 35 ea $ included 96 Ceramic I Quarrv Tile Is $ in terrazzo floorinr;- Ceramic Tile Floors 2.818 sf included Ceramic Tile Base 777 If included ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE. URS DOCUMENTS DATED Jun. 26 or August 4 NOVEMBER 15, 2006 Bid Unll GMP PackslIe Bid Pa.kaa. DeacrlDllon Quamll. Units Cost Estimate Remarks Ceramic Tile Walls 6,220 sf included Quarrv Tile Floors 1,514 sf included Quarry Tile Base If included Quarrv Patchina 1,514 sf 6.61 $ 10,000 allowance Marble Sills If not reauired 9C Floor Finishes 1 Is 37780.00 $ 37,760 acousti Vinvl Tile Floors 3,661 sf included Sheet Vinvl Floors 2,669 sf included Camet Matts sf not required Floor Preoeration 6,370 sf 1.16 $ 7,500 allowance Terrazzo Floorinn 34,999 sf 22.23 $ 778,148 artistic surfaces Cost lmeact Bulliten 1 to Bulletin 2 1 Is 23859.00 $ 23,659 artistic surfaces Rubber Base 6,649 If included Garnet Base If not reauired 90 Acoustic Ceilinn~ / Walls 1 Is 516,100 $ 516,100 interior details Acoustical Ceilinas 24,487 sf $ . included Acoustical Metal Geilin 5 - Interior 7.177 sf $ included Acoustical Metal Ceilinas - Exterior 6,728 sf $ - included Acoustical Wall Panels sf not reauired 9E Metal Wall Panels 1,364 sf $ . included 9F Painting Buildinns 1 Is 242373.00 $ 242,373 !soectrum Cost Imeact Bulliten 1 to Bulletin 2 1 Is 287002.00 $ 287,002 SDectrum Paint Exterior Walls ( StuCCO) sf included Exterior Cementious Coatinas sf included Paint Exterior Soffits I Ceilings sf included Paint Exterior EXoosed Ceilinas sf included Paint Exterior Door Faces 26 ea included Paint PID6 Bollards ea included Seal Interior Floors sf included Paint Interior Walls sf included Paint Interior Soffits I Cellin s sf included Paint Interior EXDOsed Ceilinas sf included Paint Interior Door Faces 258 ea included Paint Interior Metals sf included E Coat Walls sf included Eooxv Coat Cemn s sf not reaulred 9G Brush Blast Concrete Finish Garage Is not reauired DIVISION NINE 1$ 3 964 779 10A Marker I Tack Boards Is not reaulred lOB Toilet Partitions I Screens 1 Is 177000.00 $ 177,000 des con Partitions STD ea included Partitions HC ea Included Screens ea included 10C Flannnles 3 ea 5466.67 $ 15,400 descon Relocate Monuments 3 ea $ in site earthwork; devel. 100 IdentifyinQ Devices I Sianaae 1 Is 150000.00 $ 150,000 allowance I owner Restroom wI HC Svmbol ea included Room Name & Number ea included Room Caoacitv ea included Pull Station Inside ea included Fire Extlnauisher Inside ea included No Smokino ea included Aluminum Planue ea included Exterior Metal Letters included lOE Relocate Existinn Si nace 14 ea 475.00 $ 6,650 allowance 10F Metal Shelvina Is not reQuired 10G Lockers Is not reauired 10H Toilet Accessories Is $ in toilet partitions Framed Mirror ea included Paner Towell Waste Receptacle ea included Toilet Tissue DisDenser ea included 32" Straicht Grab Bar ea included 42~ Straiaht Grab Bar ea included Soap Dis nser ea included Sanitarv Naokin Disoenser ea included ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or Augu814 NOVEMBER 15, 2006 Bid Unit GMP Package Bid Package Description Quantity Unlta Cost Estimate Remarks Sanitary Napkin Disposal ea included Foldina Ba 'Y Changina Table ea included Mop & Broom Holder ea included lOJ Fire Extin uishers I Cabinets 1 Is 11200.00 $ 11,200 des con Cabinet I Extinguishers ea included Wall Bracket Extinguishers ea included 10K Wall I Corner Protection 266 II 25.00 $ 6,650 allowance 10M Wire Mesh Partitions sf not reauired 10N Operable Walls sf not reQuired 10P Aluminum Shade Devices sf not recuired 10a Storm Shutters ea not included 10R Canvas Awnings not r uired 105 Tennis Screen Roof Enclosure 3,300 sf in fencing & s.sleel div. 5 10T Bike Racks 2 ea 1857.50 $ 3,715 descon General Cleaning & Misc. Labor 1,536 hrs 20.00 $ 30,720 Final Cleaning 85,497 sf 0.47 $ 40,000 DIVISION TEN $ 442 335 11A Food Service Equipment Is building tenant Bar Service E ujQ[flent Is bv bUildina tenant Kitchen Hood Fire Suppression System Is oy buildin tenant 116 Domestic A Iiances sf not reauired 11C Proiection Screens Is not reQuired 1 D. x 10' Motorized ea included S' x S' Manual ea not reQuired 110 Parklna Eaui ent 1 Is 85180.00 $ 85,180 rncaann Ticket Spitler 1 ea $ included Cashier Booth 1 ea $ included Barrier Gates 2 ea $ included DIVISION ELEVEN S 85180 12A Window Treatment Is not reauired or speced 128 Entrance Floor Mats Is not re uired or spaced 12B Lab Casework Is not reauired 12C Airoort Seating 1 Is 225000.00 $ 225,000 allowance I owner Material ea $ Frieaht ea $ Installation ea $ DIVISION TWELVE S 225 000 13A Pre-Enoineered Buildinos sf not required DIVISION THIRTEEN $ - 14A Elevators, 1 Is 516260.00 $ 516,260 thvssenkru Elevator 2 - Stop Pasenaer 5 e. included Elevator 2 - Dumbwaiter) 1 ea 65700.00 $ 65,700 thvssenkrupp 148 Escalators 1 e. included 14C Baaaaae Handli~ ~stems 1 Is 978000.00 $ 978,000 q&s mech. Demolition Existina Equipment Is included Demolition Existing Claim Unit 76 If included Demolition Existina Ticket Convevor 111 If included Ticket Counter Conve or 95 If included Power Turns & Indexing Eouloment 7 e. included Inclined I DeclineTransoort Conveyor 72 If included Queue Convevor 18 If included Merge Conveyor 5 If included Transoort Conv~or 154 If included Forward & Store Conveyor 50 If included Slooe Plate Make-U Unit 107 If included Claim Unit 60 If included Flat Contingen_cy Chute 36 If included Fire I Securitv Doors 5 ea included Draft CU!1ains 6 ea included ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or Augusl4 NOVEMBER 15. 2006 Bid Unit GMP package Bid Pscksoe DescrlDllon DusnlllY Units Cosl Estimate Remarks Control Stations 26 e. included Photo Sensors 28 ea included Motor Control Panels 3 e. included Warnina Horns 12 e. included Piperail 193 If included Transition Crossover Rails 2 e. included 14D Security Check-In Eauioment Is not reauired DIVISION FOURTEEN $ 1 559 960 15A Plumbina 1 Is 688475.00 $ 688,475 tidwell Demolition 1 Is $ included Grease Tr~ e. included Domestic Water If included Sanitary Sewer If included Condinsate If included Roof Drainaae If included Fixtures e. included Gas PiDina not reauired 15B Fire Protection Buildlnas 1 Is 723799.00 $ 723.799 cox fire orotection Water Curtains $ included 1000 gpm Fire Purno included Fire Protection Garace Is $ - included 15C HVAC 1 Is 2862000.00 $ 2.662.000 suoerior Demolition 1 Is $ - included Equipment included Duct Work I Distribution Devices included Fans I VAV Boxes included Louvers / Vents included Controls included Testing & Balance Ibv owner DIVISION FIFTEEN $ 4074274 16A Electrical Bulldin s I Site 1 Is 5538650.00 $ 5.538,650 florida kevs electric Electrical Garaae sf included Demolition 1 Is $ - included LightinQ included Power included Emergency Power included Wirine included Fire Alarm included Li htning Protection included Telecommunications / Security included Teleohone SDecialtles Wall Mounted Pav Phones Pedestal Pav Phones Kiosk Pa Phone Units PA Systems included MarQuee Sian Stub Out Included DIVISION SIXTEEN 1$ 5 538.650 Construction Continnencv Is $ ~r contract Alternates & VE Items 11 Is 3262708.00 $ (3.262,708 KWIA Sales Tax Savinas Goal (1 Is 225000.00 $ (225,000 SUB TOTAL - DIVISIONS 2 -16 1$ 26 958 203 Buqget for General Reauirements I Direct Cost Items General ReQuirements 1 Is 672000.00 $ 672.000 Insurance & Bonds $ - Payment I Performance Bond Is $ 1S17.5 Mil. 1 Is 64,500.00 $ 64.500 Balance 22.078,000 Is 0.0068 $ 149.600 General Liabilitv Insurance 29,578,000 Is 0.0131 $ 386,450 ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING MONROE COUN1Y THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED June 26 or August 4 NOVEMBER 15, 2006 Bid Unit GMP Packaoe Bid Packaae DescrlDtlon Quantltv Unit. Cost Estimate Remarks Builders Risk Is bv owner a.cP. 29.578.000 Is 0.0011 $ 32,780 SUB TOTAL - REIMBURSABLE DIRECT COST ITEMS S 1 306 330 Budaet for Fee Items Pre-Construction Fee 1 Is 200000.000 $ 200,000 ' ner contract Construction Phase Fee 1 Is 2500000.00 $ 2,500.000 Der contract Construction Mananement Fee 1 Is 1000000 $ 1,000,000 ner contract SUB TOTAL - FEES S 3 700 000 TOTAL KWIA ESTIMATE 262 372 's' S 121.83 S 31,963 533 GENERAL CONDITIONS FOR KEY WEST INTERNATIONAL AIRPORT MONROE COUNTY THE MORGANTI GROUP INC. 3MP PHASE - URS DOCUMENTS DATED JUNE 26 or AUGUST 4 NOVEMBER 15, 2006 Utilization ITEM DESCRIPTION Rate QTY. Unit Unit Cost Subtotal Total Cost ..ii!)':',?, i...~ Ii: .i.... ~"ii.. i.i,i?;i IW,f'iB.i~',.i LAYOUT Is. $ - Lavout Psrtltlons sf. bv trades $ - IndenAndent Survevnr Is. in 02100 $ - As-Built Survev Is. in 02100 $ - $ - TEMPORARY FACILITIES Is. see below $ - Field Office - Owner sUmo. nla $ - Field Office - AlE sUmo. nla $ - Field Meetlna Trailer mo. nla $ - Set-un & Removal ea. nla $ - Field Office Trailer - Contractor 1 24 mo. 1341.67 $ 32 200 Set-un & Removal 1 1 ea. 5000.00 $ 5,000 Field Office Entrv Platforms 1 24 mo. 75.00 $ 1,800 Set-un & Removal ea. 1000.00 $ - desks 1 4 ea. 500.00 $ 2,000 office chalra 1 4 ea. 100.00 $ 400 secratarv desk 1 ea. 225.00 $ - steel foldlna chairs 1 15 ea. 15.00 $ 225 task chairs 1 ea. 165.00 $ - 4-drawer flrearoofed lateral file cabinet 1 2 ea. 822.50 $ 1,645 ijPV:"erase marker board ea. 75.00 $ - Job Toolhouse mo. nla $ - ;hemlcal Toilets - Contractor 10 21 mo 95.24 $ 20,000 Chemical Toilets - Owner I AlE mo. nla $ - Sentlc Holdlnn Tanks - Owner mo nla $ - Sentlc Holdl.... Tanks - Contrsctor mo nla $ - Comnuter Service Set Uo 1 1 Is. 1000.00 $ 1,000 FO Comnuter Network ConnJCable Access 1 24 mo. 150.00 $ 3,600 Internet Access Connection I Provider I 1 24 mo. 75.00 $ 1,800 Field Office Comnuter Stations - Contractor 1 4 ea. 1100.00 $ 4,400 Field Office Comouter Stations - Owner 1 1 ea. 22000.00 $ 22,000 Network Maintenance 1 24 mo. 500.00 $ 12,000 $ - TEMPORARY CONSTRUCTION Is. see below $ - TemnorarvJob Fence I Rent If. in div. 2 $ - Temoorarv Job Fence Reoalr I Relocation If. in div. 2 $ - Wetland Barricades If. nla $ - Temoorarv-Road sf. in div. 2 $ - Temnora~ Parklna sf. nla $ - Job S"'ns 1 1 Is. 6000.00 $ 6,000 Protect Trees ea. nla $ - TemnorarvStairs 2 10 mo. 350.00 $ 7,000 Floor Protection sf. nla $ - OSHA Perimeter Protectlon/Safet" 1 1 Is. 3500.00 $ 3,500 OSHA Onenlna Protection sf. ine!. $ - Sefetv Nets sf. nla $ - Temoorarv Covered Walkw"UR 1 10 mo. 2000.00 $ 20,000 Barricades 1 1 Is. 7500.00 $ 7,500 Scaffoldlri.. sf. bv trades $ - TeriiMrarv Pertltions sf. bv trades $ - TeriiMrarvFlre Protection 1 1 Is. 1250.00 $ 1,250 Weather Protection mo. 400.00 $ - Concrete Protection Is. bv trades $ - Cut & Patch For Trades Is. bv trades $ - Field Office Security SVRtem mo. nla $ - On-Site Securitv Guard mo. nla $ - 1013 GENERAL CONDITIONS FOR KEY WEST INTERNATIONAL AIRPORT MONROE COUNTY THE MORGANTI GROUP INC. GMP PHASE - URS DOCUMENTS DATED JUNE 26 or AUGUST 4 NOVEMBER 15, 2006 Utilization ITEM DESCRIPTION Rate QTY. Unit Unit Cost Subtotal Total Cost $ - CLEAN UP Is. see below $ - General Cleanlna & Misc. Lebor hrs in div.l0 $ - Final Cleanll1lL sf in div.l0 $ - Clean Paved Areas sf. by trades $ - Clean Glass sf. ine!. $ . Trash Chutss II. nla $ - 30 YO . Dumpster 10 23 mo 776.13 $ 178,510 10 YO - Dum--,,-ster ea. nla $ - $ - PERMITS~allowance) 1 1 Is. 2500.00 $ 2,500 Sanltarv HOOkup Is. nla $ - Fire Lins Hookup Is. nla $ - Pollee Detail - Street Opanlng day nla $ - Other Permits Is. SFWMD $ - $ - TESTING Is. $ - SUPPLIES Is. see below $ - Copier Paper 1 24 mo. 208.33 $ 5,000 Reimbursable Pettv Cash 1 1 Is. 500.00 $ 500 Copier Maintenance ea. nla $ - D.lgltal Camera 1 1 ea. 350.00 $ 350 Progress Photos - Aerials mo. 100.00 $ - 'Jrlnklng Water Ice & Cups 3 24 mo. 75.00 $ 5,400 Coffee Service mo. nla $ - Reproduction EXDenses 1 100 set 400.00 $ 40,000 As-Built Drawings 1 1 set 1000.00 $ 1,000 Final As-Built Survev Is. in site survey $ - Microfilm Construction Documents Is. nla $ - $ . UTILITIES Is. see below $ - Trailer Wster I Sewer Hook Up 1 1 Is. 7900.00 $ 7,900 Tempor~ Wlrlna Is. by trades $ - Electric Service to Offices 1 1 Is. 9390.00 $ 9,390 Electric Service @ Offices 1 24 mo 312.50 $ 7,500 Telephone Hookup ea. nla $ - Job Phone - Contractor wnd 1 24 mo. 625.00 $ 15,000 Cellular Phones 4 24 mo. 156.25 $ 15,000 Job Phone - OIA 1 24 mo. 291.67 $ 7,000 Fax Machine wlo mo charaes mo. 200.00 $ - Construction Power mo. inel. $ - Construction Power - Initial mo. by owner $ - Construction Power - wi AC 1 5 mo. by owner $ - Checkout Power Consumption mo. inel. $ - Water & Sewer Usage 1 24 mo. 450.00 $ 10,800 Water Connection @ Offices ea. 840.00 $ - Temporarv Heat - fuel & malnt. Is. nla $ - Early Cut On Permanent HV AC ea. nla $ - Fuel Costs Uslna Permsnent HVAC mo. nla $ - $ - HOISTING Is. by trades $ - '::rane Rental mo. by trades $ - Scissor Lift Rental mo. ~trades $ - Frelaht For Holst Is. by trades $ - Material Holst mo. by trades $ - Personnel Holst mo. bv trades $ - Tower Holst mo. by trades $ - 2013 GENERAL CONDITIONS FOR KEY WEST INTERNATIONAL AIRPORT MONROE COUNTY THE MORGANTI GROUP INC. 3MP PHASE - URS DOCUMENTS DATED JUNE 26 or AUGUST 4 NOVEMBER 15, 2006 Utilization ITEM DESCRIPTION Rate QTV. Unit Unit Cost Subtotal Total Cost Holst Foundation ea. nla $ - Temnorarv loadlnn Dock ea. nla $ - Erect & Dismantle Holst ea. nla $ - Jumoa ea. nla $ - O.T. For Jumos ea. nla $ - Holst Platforms ea. nla $ - Holst Power Consumotlon mo. nla $ - Holst Ooerator mo. nla $ - $ - EQUIPMENT Is. see below $ - Field Office Eauio.-O/A Is. 0.00 $ - conier larae & maintanance 1 1 ea. 6500.00 $ 6,500 cooier small 1 1 ea. 700.00 $ 700 Watchman Service wks. nla $ - Travel Exaenses 1 1 Is. 25000.00 $ 25 000 (iKi81 Services 1 1 Is. 25000.00 $ 25,000 Audltlna Exoensas Is. n/a $ - ~al Consultants Is. nla $ - WMBE Consultant Is. $ - Desl"n Fees Is. nla $ . Architectural Fees Is. $ - M/E1P Desion Fees Is. $ - Structural Desion Fees Is. $ - 3ite Civil Enoineerino Fees Is. $ - Geotechnical Desion Fees Is. $ - landscaoino Ilrrioation Desion Fees Is. $ - Food Service Eouinment Desion Fees Is. $ - Miscellaneous Desion Fees Is. $ - PrOIect Closeout 1 1 Is. 3000.00 $ 3,000 Tralnlna Sessions Is. 2000.00 $ - Testlnn & Turnover wks. $ - Ground Breaklnn 1 1 Is. 3600.00 $ 3,600 SUB TOTAL REIMBURSABLE GENERAL CONDITIONS $ 672 000 I 3 of 3 1i .c III C .S! 1ii '3 .Q ~ ." iii I I ~~ll 1il'Sa.. EUlC .$Cij,g .E.5 ~ ii ~ g ~ 3:1- ~ ~ >- ~"'C -g: ~~~ ;: ~ ~ 3,~ 8 ~ @ II~I l~ ~ ~!~U!HHH!~!HiU~H ~ g i~ 15 ~"'.'.' ._._...ii._._.iiii .-.. oJ!! g g.- if l!! lJ: ~!'; ~ g (.) iqf09-w . ~~!s:!~e ~~r,' !h.~i ~" ~ ~H~" "J w () ~ w ~ 'i:\~ * ~ --:j0 gl~J g ~ , (;i r' '" <ri )1" '" jl* 3: 1\' it II) ~ ~18 j a:1Ji i' HH! ~"'~ > ~ l- U -S f'o.:Pl 5 JI W.,. "," -, Ui lS <II 6 ....0' ~n: 0 e>!* l'l ~ , .. IS f Ii i ni :: 8 ~ ~ ~;i"': i I~ ~ 8-;TI* ~ " . .. ....8 8 ~ if ~!, ~~i~H~H~HHHHHH i g g g , .oJ:: ~p $.)., .~__HH.__~HHi!_~~~~ i I~ ~I ~l!.. 2HH2liU2li2HH~Hg .. ~.. I ~ ~ I i I W >3>3>3'~~~8~,<\88888>3lHl>lI>l1 ' I -e ~ '~r .. "'~ ~ ~" I I' '" lal,!! jIJ _~., ~'. , N ~ ~ I~~.i~ ~~a ~ ' ~ I l.il"h ~i~~~ "i!~J1~ ~'ah~ I,' E i ~I i~ ir'~ illii ~ ~"i la I~I ~ : ~Im~ '~i ~~ l~ i ill ~ .. .. ~ iiiiiiiiiii~~~1ii! __0________111____ 11111111!112222111 . 8 ~ 0; !l' g g .. I I g , I i II I i o . o u ~.E. o . >- a .2!rn ~" .l" 0 () ~ '" :g ie'" ~ rg ....... iii ,;,; H ~ E ~'Y . ~" ~~ 5 ~:;\ a: -idfA- <i ~.. ~ ;; M ~ h~ z ~ ... '" ~ ~ ~ m rn u ~ ~ '" ...Ja:; i8~~ uj() ~ w 0 :8 w- e; mh f5 R.o"t: 0 ....ts~ ~ ~ ~ () 'E 1i 0 "- .c III I: ~i8! 0 .. ., o a ~ 3l!l .. -1j ; E ~ :; ~ 0 c: ~ '2; ~~-a .a "'B" w~ ..., {!! ~~cn ~ " a " - ~ 0 iii ~,. t:: o e- :.;: - <;; Cl l!l 5.E; '15' ._ '0 .... il=SD.. E'" C Q.) a;.Q CD c c: ii ~ ::E 1; ~ fI) .... c: ~ Q) (i) Q.) (,) 3: f-- II: rn ~ ~ -g ~i :::.:::: z <( ::=1 J!l o " . E ~ ~-;;; .~ .~ w ~ . " ~rn U !~ ~ iI. - i1> ~ a ,0 o ~ . en ;,;> ~:;! 1"--:/ t ~E4j Cll,fA- hi Uti ~l~ ~.~ e,;jf~ '2 iF Si'jij ~1m LO" ... M;~ co;1i -j!(fA- ~8 ~tqg ~ ~t!tN~ "'~ti\ ~ ~kT'C\l ~ ~jm e:~fh _____ HL (,) (,) (,) (,) U .- .- .- (,) .5.!::..5.!::.S'5oo.5 o 0 0 '" '" '" '" 8 ci N ." ~~ ~ 0 0 ,S ~ 0 0 15 0 '" 8 g gg g} ~ I ~~N 0 0 ~ 0 0 15 0 II '" , I ~ 0 E ! N 0 ~ 11~ll "- ~ " I "tii-o iii H a i : I :; E 'E8 ~ -0 0 ~ 8 W:g '" " _ ~ ~ " _,Lo> c E:g -laM '5 '7tt!oi (,)00 · '1 "'''~ ~ ~ ~ H j j h '5 i 0 ~~ t51 I I' ~tt:~ , ~~01iiB i= ..o:r' E ~ E - Eu;CC: a.. ~ l:2 5 g ~ii~ N.~ ~~~!ll ~~ E 8 ~r;; ~ ~ ~ ~ ~ ~ ~ 1.1, ~ 5 oi u:: (),a..:mmCl<<<<c<~Lfjl:i::Q Qj Gl .c (/) c o i '3 .c III I- 't:l iii t o e- <i: CO C) ~ +---. c c"_ 0:0 e 1a .5 a. EfDSw $ (ij:.;::::; N E.5 ~ '*'= "!;) E 0 1i )0553 8 I].> I- c: en >- ;:"0 -l: Ql Ql c: ,!;I ::.:: z <( :> oll", ~~ 2 .- e: 8 ~ ::l j< "0 e: '" _~ OJ -l:'!: ",>- :d .<:: ::l gen <Il III Cl Z >= W > a: :;) III ~ 51 ~' ~W ' ili ~ ~ .N:::::J 0 ~ "'::;; , c...J <Il 8l ~ lL.~ = C\J ~M~ N":':' ;:: S.\1 J:::[ ~ ::;;;'" ~ O)p8 .8 Li.a C? ;;> ci , e:... 0 ~ .~ ~ C9j;j, q Ci5~gmcoCO t::: ~...J...J 0> ~ &COu5"Eg'" ill ii~ ~ "- ~ 1'" '" 'C '" ~ < e: e: >- i:i: o e: e: ~ -; .0 2 g 2 ~ ~ M >- f'-. <(...J g: cb ti ~ 0 0> d ~ E ~C\l ~i ~ '" -au. ffi ~ >- c~ ~ ~ e!!! :.E C\I ~G.lr--cn cO ~~~ ~ ~ ~ ~ -a ::::-~j ;: - CD ~:~ en ~~ 'Ii ::l '" .t:: ::l CD U Ze: >-- CD E '" () OJ e: .~ ~ ::l en "E ~ .0 CD :s1 :r: " ..,,, ID'" ~;; ..'" ~;r o . iiq~ o ~ "' ,- g::; o c;; en .t:: en .~ C>> LL cb >- ..... ~ ii -u: 'E ~ - ~ CO 8$ -8 ~ Q) 3: '0 , ~ ~~Ii: ~ ~"'.lhll ~C\l z 5 h:: C\l N 10) ~ ~ I~ C':l~ iat E ~ IT: '", c;; .0 E ::l 73 Z '" CD 'E 5 o .t:: () 0.. '" '" '" 1: ::l o ~ E l! ... jj5 8 8 ~ ~ ooai .....c~ '" '" 8 ci o ..... o '" 0 ... ~e: '" CD '" _ CD e .~ >-::l -'::.0 ::l_ o '" I 8 ....J I I i '" '. '" ~ 00 e: e: 00 e: e: ; ; ,~ I 1 Q I i I e: !....J[ I'iir" I ~ll~1 ~~~I '" '" '" Ii .i. : ; ; I . , "0' CD "0 ::l c:; .!: o e: "0 ~ ::l c:; .!: o e: '" CD >- '" ~ , o e: C\l .. e: ., j! ~; '" E o LL "0 iii a ::;; , , ; 1i GI .c (J) c o i :i ,Q ~ "0 iii t:: o e- <( .... ~ .~.~ o -0 ~ ~'5 a.. c: [II c: ~ 0 (!) 'sco+::C\1 .:: .5: ~ * "!j) E 0 8- 1)Q553 0 1:S:l-a:cJl >-~Cll-o i: Cll c: 0 ~Z<( ~ Ol o .~ .!!l Ol as en 15 8- .- as :z &].E! "Oe c:0- j Cl Z ~ II Cl c: 'Q. as &] "0 c: as -' o (!) 2' Ol .c E o l- i: as ::;: ,; .!: Iii 3< c: 'C: c. en '" o o ::;: c: o '" as Cl 'C: .!: "0 c: as >, c: c: ::J en , . . ... 8 ci 10 " ~ '" ... :>.C\j ~~ " ~~ ;:<3 zl!! "' ~ ;: ~ <Of- E ~ ~ ~ c: 1\i j i ... .c " 0", z" ~;l; ~'" 0:.... "Ou.. o - N - ,,$ ..- "a. ~-'l 2' ~ .8 ;:: E M (3. r! -g ~. ::;: !!l,.... " " ~~ ~~ ~.... _u.. w _ U;.! .....0.. '" , ~.., CD CD ~ ex; Ol ,.:. en ;!: ffi ~ =.... f'-.-....J "'C ~u. ~ 8 ~.s 11) oo:t - CG -c C}I ~~~as~ Ci).5 C;S 11l ~CD =Lt)! .5 .._ as ,v [g t: ;: ;: .9.'" '" E ~ u: ~ E ::J U z .e ~ c: 0 o .<= U 0- 1: " o ~ E .. = ... iii "0"08 Ol Ol -g-gd '00 ~ .5.!: C\i '" '" 00 c: c: l!l :g. U Cl c: "C;;"O ::J c: o 0 .ICO ; ... ... ... ... ... ... ;t~ll b I- .. j.. . I .. .' "0 Ol "0 ::J (j c: .;: 0 Oc: c: j '" E "[0 ..u. c:::E! :.;::::;CO Ol_ ~i~ I I I III : I I I , : ~jl I '" '" , i :'" '" i "... iigS 8 eu. ~ u": . -gal 0 z:. lil/p8 -g-g 0 ~ Ul ~~ .<; g~f:Ul '" "' ;;; -a; "0"0 ~~ ,,; c ~..'" a: ~I.m :J :J <Xl :J 0 u.: (OQ)C\l 013 00 '" u 0 i CJi ",~lil ., .5 .5 <,,: .5 c: ;:~'" 0 :Sa cn~ '0; b 0 0 0 "5 E '" c: c: c:c: c: J:l ~ . " ~a. -, -~1", ~ '" jP; ':l ~r8 8 .ii c: i", !is. ~ 0 ., ;;;mi~ n -g Oia "'" al "'1 -g-g cn~ co jj~v- ~~ '" "0"0 ~ "0 "0 c: SJ .~ 18 :J :J ~~ :J c: 0... 0 u u 18 u 0 5 "'u. LL .5 .5 c:c: .5 c: ;: .~ "'111 LL -" i.i)!',! 0 :s~ 0 ~ Z E c: 0 . ~ gill c: c: c:c: c: '" .- ,,:; J: '" LL -iilil: '" ~.'" '" ./ it! c: ii5~ "8 8 0 Ill. ~ ~ >~ gq~ .- '" -g "0 -g" "0 >. 0:", N ~h " " " €.t " c: c: 1:: "0 "0 "0 ~ "0 :J ., 0 0 11)1, :J :J :J:J :J 0- Z .~ ~,~ u u uo ~ 0 & 15 :d c: .5 .5 c:c: c: ., gil :Ss 20u z~ ~ 0 0 0 ., ;!; " c: c: c:c: c: '" -I", .0 N .~ '" LU 0 e. ~n 8 -", U ~ 0 ~" ~ "0 "0 "0 C:U we;; " " " _'''''; - "0 "0 "0 rl c: 1!'" ...:.~!::B .0 , "'... 0 :J :J !:\' :J 'c: 0 mu. -' gsjT::v U U 00 ~ 0 Q):;:::l ;: :m .iIJ .5 .5 c:c: c: I t:: E ., >- :Sa G ~ <(-g Z" ~ ~';;' 0 0 , 0 :J g~ c: c: c:c: c: 0 ~ <( LL " -i,:u.. '" '" ;t': e>tl iliN to c .~ Ul 1~ T c:: 0 .- 0 w ~ I ~ 'C ~ ....I =sa... is: ~2n 'J:; I E CD c:: '. ",I i I .l!! to .2 il ~ .~c c: I~ I I 1 .!: c:: a; ....,.w:J 0 .~ ~ I .8 ill, 0 E ~Il E C..l i"!!! 1ii c:: Erif S ~\ N 0 Ql Ql a: ~Ii m LL Ql 0 '" ~ .. I~~ a: (/) w ~ .5 " ~~ ~ Cl ~I 5 .. a: f- "''' iIi 'C ::l C " ~ :J c: W a i c:: 0 0 .c !! '0 S 00 ~z <( ~ <( u "- .Ill a: u"- J:lD ::> ::; I 1 .c l/l c o .. .. '3 J:l ~ 'C iii t: o e- ;;;: a; en t5 5 ~.~ I ~~a... ~ ~ 5 III I c ~ ~ ,. .~ > Q) -:n c 0 Q. D C1l 55 8 I ~s: I- a: en >- "'s:"O -" Q) c: 01 ~ Z <I: ;:: >< " Q. <( j~ .~ d -g"O,...~ <B .n,g N ~ ::i: LO'" <<I:;: CIl N I ~ ~ f0 '" E ..Fe Eo;~6 "'i.F;g If' a. ~ J< Sl; ~ 1ii -mh ~ .;;; g s: -5~ ~;~ ~ .g m:g ~:;:: ~~lDa: ;:!a:0 =0 '" e ,,- 55 i- '" e e 0 o gj a:::;: aJ '" '" i!! ;; " 0: B a. '" <Ii N 1.0 ~~ !U:; .5.5 (U C') "E"E:!;im .!!!.!:S!~ ... 1.0 ::! :E t") !! ti; ~ Cij ~ "'5 s: OS c: o U S '" c: o (.l -" ., '8 "" ,,~ ; LL.. en ~~ ~ :u ~ a;, 0.. ~..... ~ m E ~ ~ r:: .~~ tj8~ ,- "' . :$ ~ e "a: ..~ "5 LL. co: 0) c: oo~ I""'- 00 cD ~ t C:U~.l(~q~<O~ CD 2.9 ti E ~ rJ) -oU)~I~~"E a:l c: m~ Cl 6 W(.l ~ ~ Lt) lEg CD g ~~ tic -eLL. ~ ~ 8 1i I- C\.I ~~tjg- I() >- if <0 . :ll'" -~ o (.l o W I- " _0> N_ ~ ~ '" ~ ~...J .:; LO a:u... :> I Iii ~ ~ ~ ~!- i 0;- ;::E I- (f) ~ ~ ~ ~u. <0 E u: CD .0 E ::> U Z SI ~ 612 (.ll a. 8 ~ ~ -0 ~ g -8 0 L6 ::> c: U .5 tR- 8 8 " "'''8 """8,, -0 Q) lJ U') '"C . ~ "'0::1 ~::J ~ g.:! g ~ g - ._O._N._ '5 .5 '5 '0 ~ c: c: c: o 0 8 ~ ~ <Xl ..; 88 8 alal~~al ~ -0-0 - -"0 - .2..2~~..2 ~ g g (\I g "": .- .- .- LO 00 '6 c: c: c: .0 00 0 8 <Xi "' '" ~ oS 8 <Xi alaJ~ " "0 "" ::>::> " U u III .!:.5 lti al " ::> U .E co c: c: o - e ::> o ~ j " ill I ~ ! 6 .j!! g'(ij ~8ca~ ~~.~8 ~~Ij! e~!I)" ;;! i!! fj, 656 b a.. ::J C,) X co I- o o 0 c: c: " " " ::> U .E " c: I o 0 c: c: ui :> " ~ ::J U .E " c: aJ " ::J U .E " c: . ~ ~ aJ'A -0:;]: .2~. "lj; ~, C:I 1:'0 ~~ ~ I ;~ ~4: fb, ;;:l'~ c: . :ai' -. ~;Jl' o c: o c: '" ~ o c: o c: E 5 L1. " iii c; ::;: 1 i --1--- I i I , it I i I ', ..". - .. , , 1i , , .c Ul c 0 i "S '<1> .a ~ 'g , , 'ii -- t o c. ~ < _ClU - ~ C.~ o =a 2 1ij=Sa. ECOC: Ql_og C ~ a; =#: "E ~ 91 '1) "- c 0- ~ ~ &! tj, >-;: 'C ~ QlQlc,. :.:: Z <I:: ,. ~ 6 ... ~ ~ (.) . w a: II. ....I <I:: a: ::) ~ (.) ::) a: Iii cii <:: '<:: " ti '" " '5" <::E '" ::;; C1l o u oi I!:! Co co Cii ::c co :~ ~.,... ~ c;; '~B~ C/) ~ ~.~ (f) c: ex) s::l .a co 00 ~co rJ) C3 e ~ li 0: oi -f:"<t c- ID~ ~ " . . -']1 '" ."I . .- ~ ~ ... .- <D:=; :;; ~i ii E " ti Z '" 0> E 5 o .r= U "- ~ E ~ " iii -gal '0'0 " " 00 .5.5 '0'0 <:: <:: 8 ~a:i '0 '" -8 co -fiB g <::<:: ... :a5 <::<:: '0 0>'0 '0 Q) .2'0 " " .5 "0 15 .5 <:: o o ci '0'00 0> 0> to -g -g oi "00 ~ .5.!:: ,.... 00 <:: <:: '<:: IV .Q <::ti f!! e uw '" ~: u Ig -', '(ij"C ~~I ,,<:: ~ 0019 I m II- '0 0> '0 " 00 13 l:: c: .5 o <:: '" .. , <:: W>!.I' i ,'5 ,co '0 0> '0 " 13 .5 o <:: o <:: o <:: E o U- '0 iD ~ I i I i 'il s: l/) c o i "S .0 ~ "0 iii t: o a. ~ <( - (ij OJ ~ c: c: 0_ .2:g e n; 'S ll. CalC ~ 0 <( .sa co +=> ~ .s .5: ~ :tl: -Eo !i qJ~c: 0 I~~ ~ ~ al >>;:u-l!: Q)Q)C: 0 :.:: Z<l: ::: "C o~ E c <( 5l -i;as c::;; <( > Il:: Z o ~ :E .. ~t! ~~ ~...J ~,~;:::: aiL!. l.l) T'"" T'"" ~~~.gS; ~gf .g ;: <( ~t--! ~ ~ "0,,'" m 0 ;:'" ~ ~~ ~ c o '" as ::;; o c as c. E o a. ~ c o '" as ::;; lij "C C " >:: c o II: ti .E c: o o c " ...J ~~ 00 "'- as g ::;;~ ;..c = 0 ~u ~ c o '" as ::;; " >- o o E ~ u:: o o o ~ ~ ~ "0 o <( <Ii o '" '" C') C') g ~ rb ~ it ~m ~~ 5 M lilt') s:: CXI ~ii_ ~ .~ 3 U) c%~ ~ ~~ ~ o N .;: it . '" 0 ~ i:3 e ch I ~ (3 t~ ~ Iii 0-' ~u.. 810' - m "' 0 ~Q5 8 0; -' -.;u.. ~oi co c: ~ JQ:..... Q).~ >- ~ (I) ll.. C\l 0 I 'o":!i 0 ;b ~&~ c: ..;t C l"i m UJ~ 0 ~ ,~ en ~ " .0 E ::l U Z as " E :5 8, if - cO CO ::., ~ 88 od coco (\IN T'""oLri' ~-~ t--<O ~~~ o CO - - i '~ ,~ eo> :I c o ,- E;g ~ oii:: ::3._ a:l"C ~ g, 'Silt =-aal "a'~ :.c iiitll~ 8 8 ~~ ~ Lri'-g ~ co_ ~ o t-- ,E '0 c ~ ~ '" ~ I g. ...J ~~I~ ~ - - - M C') ~ ~ ~ ~ ~ ~ ,.' " ! 'r 00 c c " 'T "C " "C ::l 13 ,Et, Ig ( uj :> o c "C " "C :I 13 ,E '0 c o c N .. c ., .S! :; a:l E o "- "C iD a ::;; i I I I i .c 1Il c o i :; .c ~ 1:1 ii t o c. ~ :.;;: - C'.l ts ro c: .~ 5:0 e ~3a. Em c: Q.l_ 0 _1: ~ ~ .- :> 00 E 0 1) Qi ~ Ij:S: f- 0:: ,.,3:-0 Q.l Q.l c: :':::Ze( <( on .. " 0. o u en -" l; 3: oJ W w tii " '" '" E '" > "C <( l!! 9 '" u ." {J u. "" :s ~ . ~ ~ ~ iii It)upj := .0 '" e ~ it ~ ~"',; :> 8 .I?" 8.0 '" ~ ([ ~ CI m '" iii ;; ~ iii l!! " > .2 ::> l!! ~ u ." .c '" u. a; " Iii E ~ u: :llitIT l!~ I ~ al~ ~~ ffiii ~ . " il. .. E N. ~f- := ~ "" 'm ,ill j~E17 ~'" "'~ q~g Ln :;[2"': e c;I,;<ULni"C'O"C Q) N~DT""."O~~~ i ,.:.. !ia:~ .=;! .2 .:! .2 :::!: -.:t (Fa> 0 0 0 0 ~ NII"':.!::.5:.5.5 ~ M'iK!( coco .... ..... ti@ c: c: c: c: :> CQ.0Jl: -jmlE/7 ;~ ~ug to J.ilg "C "C co".wo Q) Q) ~~i;':li -g ~ ~-g co~,O). g _.2 g ~1i."'" ~ g g:;: ~I g.-.- g _dE' CffE17 ;, 3? ~Ii co~ ~ ~'I:.': C;;.2 ,.....;;t; t:..iE/7 I II ol~ c: :s: !.!~<O i "0 o oll:o-"CaJaJ~ ~ c\i1i~.2'C"O.2 .-- r---:;u;cn.g.2.2g >. ,.... 2liN "_ U 0 -- ~ ~;ru' 0.5.5:(5 ~PI. c: c: -iK r j~ 'iF ~.l:: ~ 1%_ III 1'l3~ 0 CO 1:0. c en -t:i-c Q) ah'5~(ijI.8E -g'll~ ... a 1ii ~' ::J'I (I)"'(n -" e1 1:l ~!I'I'i\!!~n ~ ~ ~ ... c':: ':t= "C . ~ ~ ;:s!~ ~.~.~ o a.. .m en:x: a..:::t t' ~ (;i ~ <-, ~~ ~ " ~ a ~-' "'~ ~ . ~~ w " z. ~.: ~.'l 8 o aJ 8 ~~~ o c: 8 8 g aJ ~ ~-g <ti ......0 ~ .s N o c: .. .. * o () g> ...J i~ ~ .. .. 8 ,.: on ~ ,.; on "! ~ "C 0:0 c: 0 c: .. " '" c: o '" c:.c: " o c: .. .. g- g I'- ,.; o 00 c: c:_ o c: Jm~ . E LU .!!! :> < .. ;' I .. aJ "C ::> V .s: o c: o c: "C " "C ::> V .s: o c: '" ~ "C " "C ::> V .s: o c: '" ~ OJ .. .s: :!l :; II> E l; U. "C ii'i a ~ I 0 } }C I " H' I I I ,'" '" )f 0 0 ,I " \ I )", '" i 0 .c II) c: 0 i 'S '" ..0 '" l\l I- 0 'tl iii ,'" '" -- , 0 0 Cl coo '" lil ci ~'" ~ ~ 0 "0 c: "'!ll -'5 Q) "1" "O~ 0_ ~ ~~ "0 ;:: Q)- l!! 0 III ~ "0" ;:: 0 " <II .0. e. '5 u. III ~f 0 "0 Q) '" c: c: I go ~ ~' .5 >- I II) III Q) o~ t U_ " .Sg 15 I a: OJ C 0 III - ~ 0- J w 3: "'" c: ~ > ;!O <( '''' '" - 0 (ij C') ~ 0 I \ c::: c._ l- I .Q!2 e z I I < .c I -EO ~ 1ii E C\J 0 ~ Q) c:: 0 " J u In LL :S:I-~ 0 ~ 13 z g> "0 \ en ...J' i'ii l!! Q) "0-0 ~\ I ,.,3:" -l! ll. E c: ui a c: 0 " c: Q) Q) c: 0 ~ ~ 0 "" o 0 :.::z<c 3: iI u "- I III :> ::;: I i .<: Ul c o ~ "5 J:l {!!. o Iii t:: 8. ~ I- :.;: - Cij C> ~ C c"_ .Q =0 e a;~o.. E lXl C JB (ij 2 ffi .E .S ~ "*' in E g ~ I:!~~ ~ Q) Q) c:: 0 :.:: z <( ;: 1;; " ~ .S! €~ H. 58 en E ." >- .. ~ g "'- u: en .. ~ "- II: jIJ o " ~ ~ 8 ~ it ~ ...J a <C ti II: " ::::l--= I- U w l- i: u II: <( ~ I a: l!! E z u: ~ ~ " ." .0 if!. " '" E '" ::;; ,., " '" " >1 ~ l'l " " :is ~ '" .=!-l!O ~~ c." " '" " '" 50 o ~~ !iM ,M ,,~ f~ ~ .~ ;:~ z'" ~~ M(.l ;:. ~ 9;1: " ~; g t~ ~ g ~ g :i: N g ~i <5 ~1~ 8 0 "3 ~ 8. ,. o ., [j l8 ~ ~~.. $ en H'" ~I 0; 'il ,,~ > ~~ m co ~if ;: 5 Q) () >- II) e~ -g ~ I- ~ ~ C;; ~~ ",.~ N E ;~ J!!~ ~~ U . -I ;;; M <D J:: <5 '" ;: r'- J> III Ii: ~,~ N '5 a: " ~ ~ ~ n~h "C-o.2.3:"C :3 :::I () U :::I <3<:5.5.513 .5.S: 15 15.5 " " o o oj ilalal ~ -g -g -g al UUU N .5.5.5 0150 "" " 888 iiiii~~~~~~~ "C"C"C"O-c8.c...::!aOroo .2.2.2.2.2U)CI)g :; u 0 0 U U 0 0 .- .s.S.S.!::.5ZZC; " ~~ ~ !'? en ;: j * I ~ E!!? s: U) 1l 8:::1 S ~ ',B 1ii E 5 Ctl ...' to 8 ~j~8 Stl~g-5~ ~ Q) ~ _ ~ en Q) ~ .c en;I:5 -' l: c: j i' ~ ~ 'c ~ :8 ~ CJ) ;g ~ -g ;! 8 ~ ~~~c3~~c55ffi~~s ~ I ~ ~ ~ ~ ~ " '" 0 '!!." III. 0'" "'!!. III! '" ~ 16 In i '" " "'" " " g< ';' Q) -" g .!:! ,,>- ii'i '"I fI! o z co '" 'q'~ 8 ~';T ! J!l 0<0 !5"re .'" ~ e lj.... Ol ~ 8 ~ 8 :J ~ e "'l!il Q; u ! enO -'5 0;<'> "0 .... <0 <0 .!: l!l 0 to-, '" ,.:.. M :J M 0 aj lXl 0- 0 0 0 ., "g. e. '3 u. '" ~ e " ~ e e e II: c- . ~ ;:: .!: e a. (/) 0 - en U" "0 0 , $ 1ii OJ c ~ ~iJ -iJ<R , - ~ e '" :;: OJ" :;: ;CO <R J < - co 8 0 0 "0 0<0 C'" 0 0 ., (/) ~ 0 8 "0 Ol "'~ Ol ~OJ - 8al :J e ".... .!: "'''' '" 0 u JlO ., ~ s8 OJ "0 '1" <0 0"0 <0 ~~ '" 0 - :J it .!:, (/) ~ ....- 0 0 U cj .~ e- 'S u. lXl '" CD " e e g:: ., ~ c- - ;:: ~ .!: ~ >- (/)0 ~ " U$ "0 0 :;: en OJ c ~ ~ '" - ~ e ~ :;: N" f- ;Co <R <R <R 1l . , z:. (/) c: 0 i "S <R J:I <R lIS I- 'C l~ "0 , iii e ~ -8 '" :J e E U '" .r::; 'I' .!: E 8."; '" ~ 0 .r::; ~ ~ II: CD '" 2"E (/) i e II: 0. ~ (ii'g :J ~ iIlj ~ ~<R ~u: ::< <R "' , Ol ~ e Q; ::< "'" "5 '" I '" lXl U E e ~ ., e ~ iJ.<R ., C!l <R 8 8 8 "0 ., Ol C'" '" 8 8"0 ~ -g ~N - .... "0 e "'l!il ., '" 0 0" -'5 ~~ "0 '1" ,.: -"0 s; .!: l!l 0 '" o :J '" lXl C;; <0 ~u 0 0 0 "g. e- 's u. ., tio ., ;:: .!: e e e >- t::: l!! UJ!! "0 ~ ~ 0 , 0 '" ~ffi e c. :ii :;: N" ~ ;Co ;<R <( <R <R - a! ell Ol ~ l- ~. c: c: o_ W \:: o:a e (/) I ~=sa.. c I I Em c :ii' ! 1 QJ _ 0 <( I , _ctS~ .... il ,!j '" , c C ell '" ~ 1i:j; IE -.- > 1;) E 0 ., Z E 0 '" :0 a. !.> CD ~ 0 52 :J U '" u. I " ~ z j Ol JIb ' e "0 1:5: I- II: ~I ..J e ...J Iii ., <( II >>3:"0 ~I E i- e 'iij "0 ~ a I I e 0 ... :J e QJQJc ~ 0 .r::; 0 0 :.::z<( IT: U D. iii :z: m ::< 1i J:. Ul C .S! - .. '5 .Q .. -0 iii 1--' t o a. ~ < .- (ij C) ~ c: c: ,_ .Q 32 e 16's a.. c: <C c: ~ 0 Q) (ij'- 'Ec:cu -.- > ;; E 0 OJ CD c 3:~~ >>3:-0 '" '" c: :'::Ze( U I'- '" :!i o ell '" ~I Cl Z u: o o a: ,~ (; ~ S <{ "8 a: -' "- .il ai >. c5 .m -g "a.~.., 0" - i If ~ .... >. ai J::~ ~ "'~ ," I .; " ai -k - " :J 0 o~ .s 0 CIlu; " a: -tilt " - C!I iii Q) ~~ E ~ ~ ~ E 01- .. ~ ri ~ Iii ?i:; 5 fZ'~ ~ ~'" 0> " '8 a: Iii ~ i~ <no; "", ;l;,r 3: ,~ 2 .~ P 0> " '8 a: " 8 E .. a: .; ~ E . I-m 1!~ j~ ~-' .1'''- u Si ti ci lii E " ~ ~ "'0 H "'" ~-' ."- ~-' C ~ "'3: ~ 0> " '8 a: lG ;j' <( ""'-' ~ u.. ... -~ Q) (/)u 1: -5 m OJ Q) tOmS'!: ::::I .... 0 (I) ::.::: s: c:C"> c: z:l. ~ o E 0 "'0 .., gja. E ~ u:: Rih: a) '" 1"--:;:' lU v:p @':i~ ~'" -~0~ ~m "'~ :l:"" M~, ~1lI (1')',' ;::-i ~~j~ -im W' :!2 C!;I ~ ~I' .c ro! I- 1';. (; -iff ~ gl ~ -11'" ifJ ~ f2~ 2 ~~ ~ ~I ~ ~I.'''' ,', ' o ~. !n 5 ~t <Xl h ~i ~!:i -t<tA- i ~ J ll';~ ~ ~i! g ,g'r':2 <.) Q......m '" 8 ~ ~ I'- 8 ~ Q) Q) Q) Q) 8' " sa >>>> >(5 BB >1 >1"'-B '" a:lttlCtlal~ca~ " . "0000 '0 .S:.5.6.S .S '" '" '" 8 ~ .0 ~ ~ 8 ~ "ll""h~ .8~H~~ r.i l'tIocuCtl OM . c: .. c:....: g'~gg :s .- C:'-'- C '" '" 8 o '" '" ~ N 8 o Q) <1>i Q) t!J .8H~~ cu as 0 ta Cfi . . c: . N 00=0 c: c: 0 c: .-.- c'- " > B .. '0 .5 '" 8 ~ ~ 8 ~ h8 ci-g ~ LO"O ~ .5 ....: "5 " ~I ~ '0 .5 '" '" '" " " E .:J '." <Xl ~ ~ )!l :J 8.i '" !<)!l I!! ~ '" Q) ..g 0 =""'~ ~I~ ! ii~ -g ~ ~I;: If dl~ :ll f2 ., " '" 8E .0> 8~ll N~g-g o oC?Q)o m c: c: ::l C >- ca ';: > 0 " 5r 8 ~ N ~ g ";" '" '" o " ",12 8~ ~" '" o " ~I n ~ o " al -c :J '0 I~ 8 g '" o 0";- " II -c :J '0 .5 "5 " g " 10 " ,1j <{ E C\I .f ['" ill a ~ o " '" ~ i I I I i I I I , , " < '1 II ~ , i'" '" i , , iit " '" '" 1l , "" C I!! I", Ol '" 'C ~ Q) ,00 ~ Ol I() en -60 e- l8 c 2.s m_ Ol cD 0 II) , .."- "- <Xl '" ~-fij c i i c c o 0 w m 'E '3 Een _1il Ol Ol :gi: .C' .0 c Q) iffl '" ~ >- II) U 'tl a: , 8 8 8 " iii w e ';i '" '" ~ g -i ::::i Q) 5 s '" "" 1ll " Q) '" '" CO '" 0 Q) Q) Q) D. :J ~ ri "" ri " c_ ",'" 0 , 0 :J :J :J D. .- " I() I() .... "':J .- -' en (\J 013 "0 0 :J .n~ 1il"- <Xl ~ .5;.!: ~ .5 c en ,5li: 1!! i' .~"- Ol 00 0 W (ij :g E -e c c c a: ~~ Ol i'" :J II) <C 0 '" '" '" ~ u: , '" a: c .,; ~ <C 32 ~-' " '3 a:"-. Q) ::t: " II) .c.9! .:. :J ::t: . . "0 2> z-e .... en c U m i! .5 Z :J ::;"0 0 0 .0 u: <.( ~j C N '" '" C ~ ~ -. ~ , 88 8 "C" en u8 ;;,.. >- 0 do c;; " ~.. 0 ~ ~ " " (\J W --'c oo~ Q) I() I() CO Q) Q) Q) --' Q) C ~ riC\i " " ~ " :t M 8 cD ~ .eM , :J :J :J oSiL ~ii ~ I() <Xl "0 "0 '" 0 0 "0 '" ::;; '" ~ ~ a: c >- CO .5 .5 c:: c .5 1:: LL' O-c ~ .~ -l: ~ co 0 0 " Q) z E Ol ui ~ E o.!2 c c c Q. <( ~ llj::; ::;; '" ~ a: 0 <( !!:. ~ "'''' '" I - 0 caO>~ 0 c: c:: 0_ CI 0'- 0 I I ._ 32 "- oJ. '" a; 'S CL I Q) , ElXl <: Iii 1: E Cll - 0 <( I :J 1!! e .J I , _C\1~ <Xl <: <: CIl :IE 1l ou. I , .. Ol E -.- > ~~ ~ - E 0 8- == E (\J 0 "'~<: :J u. UCllCll 0' 0 18 '" .. " - Z I " (I-a: en .... g --' C OS Q) .c <( i >>;:"0 -l: .... E c :a~ '" 11; b w a i i i 0 c 0 '" :J C Cll Cll <: 0 ~ 0 .c o 0 :; :.::z<C ~ ::t: u: U "- iii:i u: III) .... :> II) ::;; 1l .c III c o i '5 .a ~ 'tl ii5 t:: o 0. ~ <C -C)tl- ~ c:.~ .Q:g e Cl;'5 a. c: al c: ~ 0 <0 g (ij +:l co .E .5 ~ * "' E 0 1l. J)Q3c 0 ~ I- ~ cil ,., 3:"0 -l!: Q)Q)C: 0 ::.::Z<( 3: I- .Z' :a~ ::> 0 O'~ -., Sa) o Z f- o ~ ..J ..J c(E>> !; 'e e VI t- [ ,f!, E ~ :J 0 W ~ 0 !;i ~ 0 !;i '~ ::t ~ ::t 'g> III UJ Z 'jii i! 5 o :J. :i -->> e III l! wE'" :IE o:g c(Oo a: "fi u:: ~~lO It .5 o o 0, ~ Iii ::E ~ ..J ..J o ::t ., e o ~ <( -"" ~OL '0 . 1ii -5 ~ -e I'll a. E ~ (1) ~; Q ::;; C"5 ~ 0 c3a: 1ij ~~ U .. '0 ...." ~I : ' ,. ;; ~ '" ~ (/)'0 '0 ., 0 ~o: ~E z ~ f5~ '" '''' 8 o 0) 0 o ~ It) "e ~ t-- ~ ~ i, o ~ ~ ~'" <Xl <Xl '" '" ~ 6 - '" <( '" ~ ~i Q(") ~"" C>OL ~~ ~" " 0 i3~ B = C;; ., e C;; e ' ,jIl ~ :; ~ '" 0.. l'" i", -g g..... CD (/)- 't: ~~ ::> "'"" 0 ~u.. m ~ ~ ~ z - 't: ~~ <5 b ~ o ~ ~, i :8 if; ~t !ili {WI ~I olii "'!If ~~: -I ~i ~: . J~ g 11"1~ 'E c: .= o 2 ::2 o a..~/ID 8 "'C '0 ci .g.g~ ~ ~ i, .5.5 015 e e ~ o o g> ..J "Cij"'O <( ::> e f-O o 0 J: <0 f- '" '" '" '" '" '" r w :> , '0 .g ::> o ,!;; '0 e (/) ., >> '" .. e ~ :; <0 E o u.. '0 in a ::;; I il .c l/) c o i '3 .a ~ '0 iii t o e- <i: C)U - ~ c: .2:!. u. .Q:.o e CO < Q:; cQ) 00 :s: I- a: (jJ >-~"O -l!: Q)Q)C:: 0 ::.:: Z <l: 3: l!! 8 o 0> ~ "0 cr: III O/l III l/) w !;( Cl ~ '0 ~ l!!" :) g:g U "00 W Ci;U:: l/) <3 en a: w .... '5 g I- ",- ::) E <Ii :J: s:g UJ ~.Q W (jJ u. Z ~= or( 8:l U OdS ~ a: ::) J: Cl z is ~ l/) ~ z o Ui CI) N ~ <5 ~ u,g o e 11> J: :l 0> "'" I!! - " rn eCJ ..I I- ..I ~ Cl 1\ o ~ :i ~ (; l/) cO a: ,,0 o .g o ~ 0,< ~I ..I (5 U ~ W J: a: W > o l!! 8 o c g 0; o Q) ~ 3: I ~\ ...J u. 'E " :< lil ~ 0; ~ III ~ ~ i :.'" ...J U. en Q) a. " z c g '" -'" ~ .c l- t! " .c o ii: i'" I;; "'<1; ~'" b;~ X" s~ '0: 0.. o.s ~ l!! ;;; ~ ";" :l ~ ...J ... ~ i' '" co .c co ~ :;: o M i ~'" .... ~ d> .... g '" ,; ~r-- G~ ~~ 0-' _u. '" III ~ o '" ~ r:.. ::;; <Xl ! i '" ;:.~ z E .. 5~ 0; 2i E :l ti Z l!l ~ c 0 o .c U a. o o o co ~ ~ 8 "00 Q) Q) Q) CD co >>>"0 .8.8.8.2 ~ co ca cu g ...... 13130::: l:: ceo .-.-.- c 1: :l o .i E ~ ... iii '" (!?(J)'t) ~~8 o CJ [J) ...J c.g.s < =~I'~:C ~ -g .- 0;.:000 cr: (jJ :I: III I- '" '" '" '" '" '" 1, 00 c c '~II~ "0 CD "0 :l 13 .s o c 4: "4 o c II i I N .. C .., .!!l "5 III E o U. "0 iii a ::;; I .f' I , 0 ...J ~ 8l 0 u. ~ C ~ (!; .9 &:. I ~ ~ 8l , a: t: I " ~ .2l - .~' ~ 0 10 a: e; I '" '" ,: ' ~ g ~ ~ c;j i 0 ...J 0> I ~ u. ;1! <Xl '6> ~, c;j ! ~ 'e :> ..' g I E ~ U on I ;1! ~ 'S; g' '6> ~ , '" [;. a; :> '" '" " , k 0 ~ t: ~ J~; ~ ~ .2l 0:: ~ ""';jt (!; E 12 ',,' oll 5 " " ooi;" C . C "e . C ~jw ,. ~ t- ~ >- llifh '" ,,~ ~:8 8 8 8 al ~ >;: . ~ '" '" ~~. a; ~~ ~ (1)jL~ <Xl ... C ~"<Xl <Xl OJ " ;: ~ :'''' ~ gj ai ~ '~;o: Q.~ ~'~~~ E II C ~ 0 0 0 ~ C C C ~ ::; ""'Nii 06 S "Ii! ~ (\fiiL " ~bf, ~N C " ,~ 5 -i! LJU) '" '" '" '" iliI 11 " ~ (0 :~: C ,i1 g'l!, .c CI)~ Ul ~ ~ ;!~! c ~" ~ ;: cS :> " 0 U C\I;S ~ (J) C U; 'S; C\j'W: 8 ~ ~H1: '3 '" 'fiU) '" .Q -oj:: ~ ~I' 'D e :i ~.;q{ iii ~ ,M0 ~ jjl~ Ul C S 0 He II: '" ~,1~U) '" 0 0 ~, Q . ~ Cl ~ oil 'm ~ 0> ~.~ Z C is C ~~ " '!: e. li . a; cbtJ ::::; " 0 ;<'" J: ~i10 Ul 'c 0 €1O ~ _I: Q ~ 0" j I,l) ,y Z ,. OT;; ~ " 0~ M7i' (J) ~ -rnifA. '" ill ~ ~~ ! Illi8 88 8 8al o .3 . <Xl:::'~ ~~ ~ 'U '" ~~ I Q '" a ~ ~!~t.; z ~ g[;j' ~ . C ~ :i/:;:; i'l ~ n .., ~~;:I ~ ",0 ~ I I ~ ' C I ,k..... ~ ! z E 05'~: I I ~ -<: z{!!. 0 ~ ~'~ I .., I <( o >. ~ :&:"'1 '" '" '" I Cl~ II: .ll ih Cii ... .. c: .!: '0' w . ,~ I I 0 :g ~ II: , E ii AH I '~ '5 ll.. 0 it: I E to c: Iii ~~c ,g 0 0 '" Cii 1a <Xl ~lI!" * c: c: .. ~ .2lr+i~ * E ; '~ > E :;; I 0 ~ ::::l E!Ii 8 OJ 0 ('" c: ~ z "I C ~ .. u. '" :i ';. '. ~ 0> ~ 0", u ! :;:1- a: I) C ...J z_ i iii , >-;: -.!' ::::l E cf' "ii) "0 " , 0 , '0 " C ~ w" ~ : i '" '" c: 0 ~ i?, ,li! U ~z <( ;: u:: Q..w,m :> .~ , , if I ... I I I f~ n", '" ,.. , , .. .n I '" '" 1l , .c UJ c 0 :;::: III :i '" ,g '" III ~ , 'C , iii . t:: o c. ~ <( -O)"U ~ c:.~ 0:0 e 1; '5 a.. EOOcow QI- +-' ca:.t::) CXl .E .5 ~ '**' - Eo" 'l1o..C 0- J<l>Q) 8 :i:t-a: Ul >.3:-0 -l!: Q)Q)c: 0 l<:Z<( 3: UJ It W 1= ::::I :c UJ w ~. (J if It ::::I :c C) z is :i UJ ;;J, ~ z o ~, ~I '5 g 00- E oi ,,-0 -." ~.2 UlLL ~'5 80 OUl I'" '" ~~ _ ~ - iy ~~ f!? C;; jW 3 g8 ~ ~ ~ ~ ~~...J ct -8 ~~Li ~ i -fi lI:l ~..., ..s 5'l~ ",m .'" E ~ u::: 1: I~ il I " ~ 1il~II:; ; E g ~. o .r: U a. ~al 0-0 U.;;! I g.E ..J "ijj '0 <( "".... 000 :r: 10 .... '" '" '" W 10 ~~ C\J .. " ]i "5 10 E ~ -0 iii a ::;; I I ! I , , i II i I , --: , I I I I I ' ~, , " i E 1i , .c Ul c 0 i '3 .. ..a {2 , , '0 - iD g- ,,2 8ri ~; '1Oj fi '" I I W I Nt! I :~ I I I--- -,- i, I I '" ;p c - t~i - ..; ,- ~ I 0 " '" ~ - ,'0 ",- ~~ 12 a; <Xl E ... J!l " .9!~ So'" "';' ,5; _H~ '" ~ '0 '" 0 5 il. ..J Ql ~ I >- ~E...J '0 en"- " ~ t:: :!:lfu. .s;; '" ~! 0 ~= 0 " I e- 8 '" '" ..., " Cl 0 0-0 -I I <( en ",2 "'''' - ~ (ij Cl u 1-- Ii Q) i i c C,_ 0 ,- 0 Ul I , "" 32~ w I I <ll ':; D.. I E III c :1 !:i: I 1: , I Q) (ij 0 0 I i - "" ~ " ~i , .E c <ll ~ Ql 0 2l E , 'E > .0 !t i~ - 0 & E ~ -n ) ~ c 0 it , "" 0 Q) Q) u I z E Ol '0 I~ ~ II: en :;) E1 u Ql ! " ..J iii I ,..i: ~ 0 '" " '0 '0 <( ~ ~:~ '0 ,=1 'E 0 '" " f- W =~ a I Q) Q) c 0 W 0 .s;; ." 0 0 0 ::::J f :.::Z <l: ~ Ul u..' 0' a. iii :r: co f- :> co " ::;; 1 .c III c o i '3 .a III o iii t:: 8- ~ < -C)'U ct1 c:.~ 5:0 2 ""5i :s ll... c: III c: Q)(ij~ ~.~ ~ '0 E 0 l) CD C 1~3: f- ~ >-~"O (I) _ c: ~z<( .. '" .. 8- o " rJl '" <; ;;: " ~ ~ Z ta '0 02 ~ Cl;; .. c: ~ 08 .... ..J Ci! ~ II: o .... II: W f- ~ ..J l1. o .E .. '" " ..., c: ;>,0 c:O::: <1l " ., ::l a;~ ~ 5 tl ., " .~ ~ -~ ~~ (j) ~ 1il 8- E ~ Q) ~ . Sl >- l::.g,J~ :g ~~ ~ gj" tl ~ .~ ~o Ol .5 $ c: '0, c: W ;; ::l o :t E ~ u: .h , .. '" '0 H .l1~ ,"- ~ . .. u;.l1 ~~ r:: ~~ Cl .:. c: ~ ~ ~ '" 1> . . '" e~ ~f:! -~ "'"- ::l ^l a; 'C8 ~ ,'ij. .8 fe '1;:':8 aJ <1l aJ aJ aJ aJ Q) ~ ......~"C '0 "C "C "C "C :is M'ffif6.2c::..3.2..2..2 .0 Ci5 ;J;,M U .- 0 0 0 0 "~i' .5 .5.5.5.5 o N. '5 0000 ~'I c: c:ccc -t:~:~ I. oJ!~ ;gn~ "'i!!I ~li -I ~I'" ~~ '" t-I", "- 8';MjC) Q) Q) Q) Q) Q) Q. ..... tiC'\l~ > > > > > c3 ':'~~.8.8 ~ ~ .8 <- c i.C":!, <<l <<I cu('o. ~ 'Q)----- Q) ~I~, .~.~.~.~.~ Ci5 ~1i# ~'" ~ I , lO,4' :g~ ~ co)~ ~ ~!i& ..... _1X: ......."" I ~;;i:, -.<',$ fA- $m ~~ "'- ~: ~"- ~i z~ g. :;;" jl~ i: 0; (j) :'% 0 Q3 , 'j ~ ~ JJ ~ ~ j i;I;~i ~1 iC~ _ze\!15_Q!Il ~ Q):.;S.5 li>-Eca1t; 0.. C' C:1-E-<1li<-E o B:;i:g~~~~~O o D..,JIDLLa..cnO l::() I 8 aJaJ8 "C"C ......R .2.2~ " " os .5.5 00 c: c: 8 8 ~ ~ rDU)O 18~b; cO '" '" ~i1;~i~ 000 :t: OJ I- '" '" '" '" '" o c: . o c: w ::> o c: " " ::l <Ii o! c: <1l .c (;; > . aJ " ::l <3 .5 o c: o c: aJ " ::l <3 .5 o c: '" " ;>, '" i E ~ :g OJ a ::;: Iii 0 : aliii I 0 '" 0 ~ -c~ " ~ al " al " ~ ~ 8 ) ~N :J > .,; C!l -0 -0 > -0 o:() Ii! :J 0 .=!E NB l;; :J " CD <> ;,' U> U> f- "z <3 CD u CD - CD 0 ~ ~ ~ o . -0 .5 <:: . ,.: <:: <:: . .5 <3 =0 <3 ill 0 .." Qj 0 0 u ;;;.g .5 o .5 .5 '0 <0 . ::; <:: <:: <:: ~ 0.. () '" '" u~ U> 0 '" ~U> E N .!1 0 o:[il CD ..... F ~ Eo:( -0 '9 ii I", <0: <Xl U> . <:: '" E ~ E " " i CD " ~.ll .c -Of- <,g :J <0: o 0 " '" '" ;::2 II: -..- 0 ,,; E!8 8 8l ~ ill ~g", " ,lIlr O' cO .c 0:.... '" al -0 -0 C;&l '" al l/) () - ll: CD H~ g ..... CD CD CD .co "t: - -0 -0 -0-0 mci cO -0 C ll: :J rh .2 :J :J :J I=:: :J U> 0 in..... CD <3 00 ",N 0 0 <3 W (/) _u. ~ ~ g <:: <:: ~ ;: .f~t 5 5: .5 '" .5 I- .2 III 1;; <:: ~ ~ 0 00 0 '5 Q 'E z~~ CD <:: <:: <:: <:: .Cl :f <0: ~~ 0 .. .. '" '" I- ~ "tI ,., ~ ii <:: ....I CD c.. ..... Cii 0- .~ <:: ..... E ~~ 0 ..... 3= 0 U> ..... U " CD ci; 8 ;go' ::; .<: if u ~ .~ " z 'ijj z E ~ 0- . ~ ~ o~ ~ '" '" :g , ....I '" -0 U> ~~ '" 0 '" <:: '" J: <:: . Iii CD '" = u ~u:: S 'T l/) .- <:: ,,- i w u . E . ll: CD ~l ::tt:. = E J: Of- ~ I- ~ ~o W oS NI '" '" z , 0 0 88 0 Iii g C! 0 0 dili ill N ggj c:i oS '0. al CD al '" ,-0 W ~~ E '" '" > co", "'. CD ! ,; CD ~r -0 0 -0 t-:C\i ;::: -0 ....I _11 u> :J :J :J :e u <> u> "'N 0 0 i= ~ u::. '" - CD- CD <3 ~ <3 >.~ -. <:: <:: CD U> .- J!! N ,.: <3 .5 - .5 t > ::; U> ~ <:: ro. 0 0 0 0 CD 5 ll: ill .- u o' <:: <:: <:: e- ll: Ci .." <:: '" <i: c( :> -I'" "'''' '" I -Oltl - ;:) , ~ c: .Qt 0 I , ! , 0:0 e w I i I ~3a.. , ....I , ElXla '" i= r : Q) ca .- '" Z ....: ;::::1 1 "Ec:m .. 3 0):,,0 .!1 j!l E I I -.- > I -g,~ u> 1ii E 0 " F 0 ! I 0- u> U '" & I I 1) Q) 55- 0 w ' :J <:: -0 .. : If I- (( u () I .....1 Z', E '0; '0 0 '" -0 II (/) I ~I ~I! ~ .<:: ~ <:: ~I .5 iii I "';:-0 -l'O ll: &1 Qj u> 'ii.i"C :!l 0 c 0 ''g f:' CD ~J!? :J <:: ~ Iii a <Il <Il c 0 8 ~\iiii 0 :J .r:.= Ii; ~S :; :><:zc( s: a. 0.. 0 f-(/) f- :> '" ::; , i' I ~ ", i' i~ ;'" '" , '" '" i J:: 1Il c: 0 i 'S '" .a '" ~ 'tl Iii , li '" '" c,; N '" E ;:: ~ 8 "'~ ~ ell rnS i5 pj E "2& & i:3 '" N '" '" ~ N '" Q) .,; c: ~ M 0 ~ , ." ~ d x ~ 0 "- '" .;~ () .... () i!l co (J E ~ 0> z~ ..., ~ ~ ,'" '" () 0> !~ 8 8 8 , c: "0 ~al $ c: .... 0"0 g '" 8 "0 "0 "'- >= Q) "'0> Q) Cl c: 5~ " ~ '"0 "0 ~"O .... "0 Z "6> 0 "- ~ " " <n" ,: " '" ~I c: 0-' lD III M13 13 13 M 0 0 13 ~ W -u. "" "" "" c: c: "" I t:: ;:~ iill ~ 0 0 0 0 0 ;; z" 1>= e- li:, " oal '" c: c: c: , c: 0 ~" -'" J'" ; <( ct' :i. '" () '" '" '" i , OJ ",<3 I- (J c: .~ - c: II: 0 :0 e , , ~ =sa.. 0 I , ! E III c: 0 Q) 0 ~ ..J C ci. m+:l LL "E -8 " l'! ",' i c: <1l .. 1-, 0 'E .- > a "- -' , , - E 0 ~ Z, E _ 8 :3 ! ic'... 0 (f) w' () LL , 1) Q) ~ " '.. I " ::ii Z E 0> "0 I~ I- ~ en 13 " aiLi:_ c: ..J c: iIi ~I '" Q) ._1..... C1) "in g ~ >.3:" ~ E "EO c: ~Ilfrlfij "0 I 0 "0 " c: i w a Q) Q) c: 0 0 -'" 0 0 "3 ~z< ;: i.i:i () "- iIi a:::!() IlD I- :> lD ::! I I - 3l .c III c o :;:: CO "3 .a ~ ~ Iii 1: o e- <( (ij 0) ~ c c: ._ .213 e 1U:Sa... E aJ C (1) ca ,2 Q 1: c: is #; -.- > -; E g ~~8! >- l:Q)"O -" Q) c: 0 :.::z<( ;: 8- o bl 5 "" ~ ~ ~ .~ ~~ '" ~ ~ w :i ~ D. g> . ..J = 0 Ci! ~.5. ;= ~ ~ - "5j E III " z ::i jjj (,), I ..I <( (,) ti :J o ~ -- .t: U 8- '" :3 '" u ., '" " o u <C " o '" " .~ Q C> " .~ " " "c, " w u; " o u <C E u:: " o ~ ~ ~ ~ <& 'jj", "" VJ- jjgJ ~~ s:~ ~~ gJ" 0> " o I!! 8l ~ ~ " Oil '" ... en Oil " ~~ii e> g <& (!l 8 g ~. -g ... '" 8 ~ ..... ~ to ~ i ." 00 Oil Qj~ ~~ ~u: E . ,,~ >-~ ~o NI " t'\ " '" ~ "1 o ~ ~ t." '" ~~~ .8 .8 c. <a <<l 5 o"OQ) .!:.!: 5 " VJ ~~~ S! 0 c. 0l~6 ouQ) .5:.S 5 " c " .2l 0 VJ E ig' ~rn :::J ==jl::Q)G) Z E Q)jal::!: c: u ..Uo. '" -;CD:=-_(oD.. <= j Q) co (1)- ~l 0 C Q) C Cii u'[: ~::!:::iS: 88 8 ~~ ~ iii r.O cD '" ~ Oil <& <& <& 8,,8 ~~ ~ <'1'" ~. <<>" " " " 13 "~ <& <& .l!l i'l U g> ...J '0 -c <ci I 550 :I: '" >- " i <& ." ." I ." 0'" <= ~ -, ,.. 1: ~. o 0 <= <= u.j :> " " " " 13 "~ o <= '" " >- i~." ai ~"'~ ~-J ~ ~ 's; ii~ ~ ~~: ii~ -" " o " a; ~ ~ '" " o Q. .,,; 0:.... 0"- . . ~ .~ :f~ woo VJ ~ al " " 13 "~ o " ~ '" ,. " ~ "5 '" E o "- Ii I i .c en c o i "5 .t:I ~ 'D iii - 'l:: o e- <( - (ij C> ~ c: c: ........ o:a ~ .~ =s a.. c: LD c: ~ 0 ~a;:;:l c .!: ~ r.:Eo " ~ c: Q)Q) I'.... I- II: "':;:-0 Q) Q) c: ~z< wi il o i! E "(ij ~ Q.o E~ E~ o c: 8.8 C/l " z i= z C( II. 0) c: .~ '0; Q. "0 ., o c: '" ~ < 0) c: E '0; Q. 'c 'C: ::l o C/l in "E Z...J ..Q _ u. >- ~ ~i!I c3 00.5,...., lo,. ~ ~ M Q) - ~ '" g lll;; Ql 8 a. 0. .... C/l .. 0) c: E '0; Q. o 'C: f- E ~ u:: ," , : - '~ ~~ ~ . ~* 8 ~ re m -0 '" c: '" Ql 0 e CJ ~ ~ ~ w 8 ci o g <D <D 'c co '" ~ 5 M C/l ..... ~ &1 E <ii a.'" H W 'f /jjQ rl;l1q ~;,:!~~ co "'"'CO 0;>1.; LO ii!filO ~~~~ ~W~ .....'~ -Iw 41!! ' I U e ~:jR '0. .....d en _:1'*' ..... i~ ~;j~ -;;HiER- it;!' ~ " ~~ E . ~:I: m '" j I ilrl: ",-,,,,::I il~O d~ z!l11E U I as ~:,"J g ~~ ,:2 U Q.iilD w ,w <Il Ql >- 8 8 8.,;l '" > '" ~ 0 cD ~..c C"') '" <D "0 ,J;; w w o o 8 "l ~ ~ 8 8 8., I:! 0> '" N.8 N .....rn~ "0 ,J;; w w w 0) I,J;; 1ii '0 Iu <Il ::l o ., ., c: ., E ., U , I I .l!l I l'l' ~ !-J ,J;; ! II!< <Il"O f- sao J: '" f- " w w w I w . I , o <Il c:~ o <Il c:~ u.i :> ; .1 i "0 ., "0 ::l "0 ,J;; o c: "0 ., "0 ::l "0 ,J;; o c: '" .. c: ~ "3 "" <Il Ql >- <Il Ql >- 88888 cioioiC\i.o 0..........0..... IOCO('l')lOCO ~oNa:fd y;~~~~ E o U. "0 iIi C3 ::0 II I , i I I i I 1l .c II) c o i 'S ..a ~ 'tl ii'i f--. t:: o E?- < ..... o;Cl~ c: C "_ O:a e ~~a. c c:c c <( ~ 0 0 .$!cti~ ..... .E .S: ~ ~ ') E g ~ JQ)Q) g I:s: I- a: en, ~ ~ -g ~: ~ z <( ':1 ! I I ~ I ! II) w it o II) II) w (.) ~ :J: ~ lD o :i I- W ..J o I- o :i l!? z w :E I- a: <( a. :E o (.) ~I el 0> C :Qf/) "5 .~ III = Q,) .S! CO :::;8- ~cn :; :; ecn a~ oiij ~ '0 .t:O> 00- .;een C o ~ 0> o ~I " , . ' , ' 8 '" C\I C , ~ 0; .3 i~~ ,;- ~'" ell ~M <-' "u. e - N e o ;:1ii za: o ~ N ~ t;:ili :i: 0 .~ ~~I~I 8. ... o en ~ ~en ~ --, o ;;; >- <Xl ~ M ~ i 1<1> 1: .8 i'l E ~ :J ~ ~ i C 0 "0 8 &. iii g 8 ~~ g "" 0 :g.2 r-: o ,.. .5 ..... -0 C I I~ li~ ~ I~S g I I I' ~ 00 C C u.i :> ;- ~- al 'C :J 13 .0; -0 C C\I .. C ~ :; III E o "- 'C iii I~ '" ~ I II I I I I I , I I I I I I I I I I 1i z:: en c o i '3 J:I {! '0 iii t: o 0. ~ <( at) (ij c::.~ 5:ae ~ '5 a... E co C co Ql _ 0 01 _ co +::i ..- c: c ctJ '#:1 '!;j"E ~ ~' ~<u~ 8 I:~~~ ~ (l) (l) c: 0 ::.::z<( 3: Ol c: ~(fJ '5 .~ Ill'" Q) .~ .S ~ -'c. ';:'00 :; ::;; ]!cn 2~ ~~ .'!:: 0 -"'8- !:U) < en w ...J o D. ~ II. c: o &l ., Cl ~l ,. . . , iii ) ij. .; '" : ;- .,. , ;'" .'" o o '" ~ c: . " ~ g il.,. ,;~ ~'" c:1 ~M <-' -g"-. OJ C o ;:1;; za: ~ ~ ~S o o :g ~ s;;! 'E <Xl i;) 8. ~~ ~ ~Ol al ..., o lO >- <Xl " c:, al CD ~ i", I ~ c :> o ~ ~ ~ ., .0 E " U z l!l ~ a .,g " U o..iii I I ! .,. .,. .,. 8 al~ 8 -g ~ d13 o c: ~"E c: .,. I ! .,., I .l!l '" o I~ I~ -' .~ -g .....0< o 0 :I: III f- 00 c: c: al "tJ " (; .S "0 c: luj , " I> I C\I .. c: ;; ~i '" ., >- E ~ "tJ iii a ::;; , i , i i I . '"~ T I I J.,. .,. , l- I Ij'" .,. 1l , ~ (/) c 0 i :; .a .,. .,. ~ , 'g C> ~IT iD c: 8iliJ :Q en '" Nhc "5 ~ ......,? :~ c: ~,;~ !Xl.. Q) Q).- l!! 0) Wi{ c: 0 r--.;i{:;, ::J~ 0 _iYfP .~ en Cl ;j!;lj '3 mil .,. ::;: ~I'" '8 8 0 ",- t 0 ~~ :i: ~-g g 0 "" -g ~'" 'E ~,{c't "! c: <~ ''0 - '0 8. ' ,0 - ::J 0 "u. '3;' ;;; "'13 - ::J <I) 11l c " e 0 0 13 ~ NO m' .!: c: c: .!: Q) '" Cl U ~, 15 15 .>< -' ~~ 0 <0' : c: c: '" ~,< ...., .,. --- ~ , I I 0 , Z e <I) LO ~ .a~ ,., <Xl ~~ ~~ Q) ciJ U :=::0 ~ i t C .c~ I- 0 ~ I!(/) c. <( j.,. ~ , .,. I ~ (Jl I I - OJ 0)0 i- ll: ! c: c: .9l w I 0 .- 0 :I: , :g ~ "" '::; ll. (Jl I ! CO E CD c: Cl 5 - ! I Q) 0 0 ~ c: - CO "" - ~ ::J c: c: g! .. Z Q) 0 J!l E 'E Q) i= .0 !i <I) - 0 I E 0 '" 0 '0 ~ c: c. r:i ::J U ,"- ) Q) 0 .. Q) 0 z E C> '0 (~ a: (/) ~I l~ 1! c: -' c: jjj I w Q) <( '" >>:;: I c: 'in '0 ~ '0 ~I ll: 0 ::J c: I- W a , Q) Q) c: .c '0 0 0 0 '3 i ~z <I: ii: 0... iD I !Xl I- :> !Xl ::;: ,I' ' , I ! '.,. .,. , iH , ;.,. .,. il , , ..c rn r:: 0 i cC :i J:I CO) .,. .,. I'll ... I- ,.., "0 :c g 8 iii b " ~iJ!i ci , ~ "C "C "C '" "C = 8< 0 0 Ol Ol Ol "!. Ol 0 en ~~~ " ~ co "C "C "C co "C -'" ::l ::l :J :J III 0> U "C ~ U U U U 0 " (5 .S; .S; .S; .S; " ..J :g ~ .~ i 0 '" == 15 15 15 15 a: !l- :g:; Ol " " " " ...., I- ;; .,. .,. z 0 '" l'l.... ~ 0 0 0 g "5 LL. 0 0 C oo . 8 ~ <Xi ci '" ~ '" 0 "C co "C w '8 ,le -E ..... Ol ~ Ol !( (j)lIlv 'E '7 l!: <si "C IIi "C '" :J ::l oo . ""_ en co '" U '" U 0 <( g )'!j~ Ol 0 0> i ,., .S; .S; " it ,,- '" '" l!! 15 " ;:5 15 III '" oou. Cl " " Cl cC u lL;N .,. .,. .,. u. ::;; ~;;; -- W l'l 8 8 0 a: .; ~~ .!!! 0 a. E ~ ci <Xi <Xi c;, co '" "C 0 "C "0 <Ii ~.... 'E co co Ol "'. Ol r:: E ~ <si "C "C I I'll o:u. "' r:: '" ::l 0 :J I g 2m " u u 0 , Ol Ol ~ i , cC '" > i ,., .S; ,S; " t:: ,., < ";:: ... en :f 5 -'" 15, 15 i 0 ... ::;; ZOO " " " a. e! ~ ,.., w gg ..,. <( f- LL .,. .,. - I- !3'~ (ij Q) ~ :.( z c c: "_ W I ,2:.a e '" ~ I ~ co '3 a. o!l a. <( , 5 , ElI! c: <( '" , - ~ Cl>- 0 ~I 0 " I , _co+:::; ~I ~ ::l .. i I i c: c: ctl .., W Ol 0 -E E -.- > .c ~ - E 0 2i' " E 8 '" 0 (J) ~ c: ") Q) Q) 0 Z :J t;j lD .. LL U 52 z j ~ !l "C ;I-a:: en 13 Ol f- Ol ...J " iii '" '" :E <( "' 1:>- ~ "C -l: ~ E " "C .9! "E 0 Ol '" " b a I Cl> Cl> c: 0 0 .c "C ~i '" 0 "5 ~z<( ~ a. u: u !l- iD u lD f- lD ::;; 1 " " >< N _ N 2 ~ . " '" .c ., -~ N en Q; ~Q i~ g v ~ ~ C ~ ~.> C\l ::; I,,,, 0 " o.1;;'~ ~ " i '" ~ e.9 ~ ;; Cl 0.. ll. '3 .3 '-'u .a 13 ~ 'i .~ , 'C ~ .~ ~ iii :; ,.. " ~~~ -0 a. => ~ me;e Cl " " :!2 5~~ -" a 'il' 0 U) . ----, ~~ '" ".. .. 0 ~ a; , - ,.,,., " . >< " " " .5~lJ) 0 '" i; a. .>~ 0 N WON ~ 8 E ' >-- M -0; S Qi...l >-- 0 :::I.f':U- iii ..0 g" Cl ~ ,'" ~ ., , ~ -c li:!ij 0 E v -2 ~~ ~ '" " 6 .<:: -u - al .~> " '" -0 ~ ::; ~!1i '" Ul :!'-' .<:: .. aoi 0 Cl ",0 '", 8 0 B ai- 0 : .~ Q; <Xl 0 0 '" <Xl "alal CO" co -0 > U) E "' '" " en " ~~~ "' '" >-0-0 N> N ~l~ a: w ci. => => .,;B <6 "' ~ - 0 N -~ a: N ctloo ~~ "' 0 0 g@ ~ ~() ;<~~ ~ i!( -" " " " t: 0::::;: <3 :s '& 0 Z~u. " 0 0 oS; " o. .- c: c: " c. ...J :c: o ,~ ! ~ ~~ I <i: c( " '" U Ul , a; ",0 en I l- I-. c c:.~ W ci. I 0 -- 0 '"S -0 ~ I 0 ~ :SQ. 'e- I Z Iw c (D c ~ '" "' " E 0 8- E i Iii ~ , 0 :r: ! N ;> Q; c: 0 => , -] .. u.. I I~ I- ~ " " Z '- ; I -0 Ul > " .9 .9 " 11 " iii >,;<-0 '" W E )!I " '" -'!!E -in -0 ~ ~ 0 " 0 > I~ " w a Q) Q) C ...J ~ 8 .<:: " ,n,s &l S '5 ~z<( ;: w u: ll. w :> lD ::; I , '; , :, :: , :, :: ;'" '" 1:1 , I :, ;'" '" II - o~ ~ 0 8 H8 8l 0 >< ~~ Sl 0 0 0 s:. Q) !9 '5 I!! ~ '" '0 C') U; '0 CIl '$ :r ~ Q) '" Q) -S", 0 .. '0 ci on '0 C a; o _ 0 '" .= '" r-- ::l i .,;N r-- 0 f- 8~~ ::; r-- .~ '" 0 O_ W c:; ~ i I:: l!! i .5 - .5 '" ",~3, 0 0 '3 .9 Q) ~ :~ "- I:: I:: .a ~ e III '" I- "- "C W 0 8 iii o ~ 0 ... ~ '0 8 ~ ~ 0 ~ 'i!! Q) '0 0 .<:: s"- Q) :r Q) III iii o ~ ~ '0 11i 1'; M '0 "'-0'" " " ~:J a. _r::::f5 Cl i .c '" 0 c:; Q) (tI ~ t-- '" '" "'- I:: ~ a:~ :!l a "-~ I:: I;;; ~ .5 ~ .<:: c:; a .~ 0 .5 0 ;~ ..., I:: W W .-. m '" III -"- -I-- 8 8 (; , '" a; .,; 0 >,0 8.~i:: "''0 0 '0 .,E 'O.~ C\I >< r-- '" ., "', ., > ~c~ 0 C') ''0 '0 I:: :>; 0 c:. ;;1;.= a; ::l ~ 0 I:: "5~LJ.. ~ '" 0 ~ 0 c:; 0 '" 0_ iii 'OJ i ,5 I:: .5 a. (I')~e ~ f- E "'-om iii 0 0 .., 0 t;;:.s~ I:: I:: ClO "' '" '" O~~ 0 0 I 0 0 t:: ~E ~/0 g g '0 1<1> ~ :;:~<6 ., CIl o ~ m.-. 0_ > 0 ., I 1:-0 "'''' 8 '" 0 <6 '0 :E <~ ]1;'2 g,'lll ~.c r-- " W > Cl "'m"'l "'''' Ol c:; ~ (/) I:: ~ ' ,5 I t: I- ..,8 l!l E M!1~ c:; 0 0 CIl ~~ "5 O~ ,5 I?- > Cl '" I I I I:: I CIl ~ -, I ! <t ! Wf '" I - L " l-.. Iii Cl16 z I ~! I I I I c c ,_ ,- 0 :::i i I i 0 "O~ I "" 'Sa.. c I i , '" :i! I c III c CD I ~ 0 '" ie 1<1> Q) Iii :I: - "" ~ ~"' ::l I", .E c '" .. aqti;o '~ > ., w I ~iIj'i 1;; E - 0 ~ 0 0 '0 C a. 0 LL ) Q) 0 "I '" Q) 0 Z . E Ej (I- a: 1: ~ w I:: '0 ! (/) Q)"tJ ....J iii , ~ 1::1-- ~Ir ~ CD i >>;: "0 -l!: E I:: O' '0 " I:: ~ ia , I Q) Q) C 0 ~ 0 z:. ^ ._ o 0 ~ :; : ::.::z <l: ;: lD u:: 0 a..~<m ICD CD I::; i .c en c o i '3 .&:I ~ 'C iD 1:: o c. ~ ~ - caC)~ c: c: ....... o:OE? ~:sa.. ECOa< .m (ij ~ ~ .E ,S; ~ '**' ~ E 0 ~ ) Q; ffi 0 I;> I- a: bl >- ~ "0 i!: Q,lCl>c: 0 :.:: z <( :!:: C6 c.:i 3: c: .,,- ~C) c: .J:o ~E ~ ::J .,- f-c.. "" OJ .Sea .00 E .- .2a c...s;;; o c: ., j::;; o ::;; "0 ~~ ~Li ()~ - '" '" ., ~:!:: 1Il~ ~~ . , : .,. -s ~ :~ 3: - :2 (f) f- Rl g~ Q; ~ ~ .5: <0 ii5~ -rl 8 ~...J ::;; <D _Ll.. (JJ r--. en ~ co co '" '" E =: UJ ~ 0 ~",::. M '" .s;;; ~f- f- .,. ~ '" ~ o ii5 o ..!:_~<(~E g>Ci;.....~~~ '-EQ)M"O r! ~ ~E'S...JO <D i1' :::J 0 CI) u.. >- v ER- a: U a.i' (j:;J!2 'i" ~'" c: '9_ "'., - :::J"- co'- <0 .0 M ...J:::J::> l.l) -T'"" ....,> ~ Cl z iii :E ::I ....l Do E ~ u:: '0 :g 'c: 18 ~ ] ::J :; j ~ ~ .,. ~ - on - o:i '" on ., .8 '" "0 .50 0." 8 0., d -g t.ri 80 f.;t 0.5: cO ~15<Xl c:~ o o M ~ oj <Xl 008 00 ~~ ~ COOS N <Xl ;:: .,. .,..,. .,. ., > ~ o 0 o 0 g g o 0 6 r--: "'- .... tfl.~ CX) "0 .50 ~ 8. '" c: 3: o ." l!l '" o () g ...J 'US"C <:( ::Jc:f- ~ dl 81 00, P!I .,. .,. .,. .,. j : : . ." ., ." ::J "0 .50 15 c: ." ., ." o(/)o~ c: ~c:.~ (5 c: 0'" c: !l!. al ." -5 (/) .5: ~ (5 c: ~ I ;:' : ' : ,. w :> :; }: o c: '" ., >- N .. c: i "5 III IE o LL ." iii a ::;; , I I J III c .2 - 01 "E .a ~ D Iii t: o e- ~ - C) 13 ~ &::.S!. .2:0 e a;~a.. E III C lD <1>_01.0 _ co:;:::: ..... .E .~ ~ =tt: - EO" ~ Q) c: (/)5l- 3:f-~ ~ >- ;:" ..!: CD Q) c: 0 ~z<( ~ ~ u:: 6 E .'" " 1Il 05'0 ::l ~ 00.. (/) ::Ii! w I- Ill> '" . " " en .!:.E IX: u. if W a(tj ..J l1)__ ~[€ ~ - '" '" IX: 0 <( ~l t31 w. 1-' ~I ~I " ~ ::;: Ii> :;;; " .~ (/) .~ 1'" n ~ ~'L~ ~-' '5 :i; !:~~ -5~C,) CD "8 " 0> ~~:g l N =a a: :.... "''' :~ 8 "- :b ~ '" e .2: (5 " ::;: 'll u: " 0 ~ m ~ c\J ..... ffi ~ ~ 1'" " .Q -g '0 a: ~ u:: II o ~ '" ii~~ 0: f'-. Q) to "12 '" PJ Is 5~>-o '~.~3l .0.0> ~: e ~ 5 0.....0 " ;;; ... ~'" ell N 1:::: C':I 2! ~ ttl ~ Ci5 (") ~ 0) ..c:...J Q) , ~ LJ... en co ;: 8 t, '" '" ~ "[l '" - .g ~ ~ a: I'" ~I II ~ ~ , . ~ .i I!\ i lj -0 " -0 ::l U .!: '0 " ",'" -0 " -0 ::l U .!: '0 " $ Cii i '" U .!: 888 cO"': 3l o~ v .or-: <'i "'~ lil "'''' '" " ~ '" U .!: 8 8 cO $ '" " ,- ~.8 ri v <<l ~ U .!: '" I I~I ~I lil-o ~ ~11~i~ ~ '" '" '" '" '" "i. I o 0 " " w :> 'll -0 ::l U .!: '0 " -0 " -0 ::l U .!: '0 " '" ,* " ~ :; lD '" ~ !l >- II . I E ,0 U. -0 ii5 (!j ::;: I I ' II 1 I I I I \ i .c Ul c o :;:: '" '3 J:l '" ... ~ .ii t: o e- <( -cno m l::.~ 5 :c ~ ~'5a.. c: lD c: Gi(ijg ,Seas E €i 'li '- l:: ~~~ "';:-0 Q) Q) c: ~z<( J_L~ i I (.J .... ~ .. " c.' il ~ > J: Q;..J eLL c:: o (;5.g ~ .E. ~ ctI NQ) lil ~~~~ ~ ~]!<'l'5 g" <> " en 0\13 '" " .>< ill " <> '2 " .r= lil ::;: is "5i 0. ::I en Cl c: o ..J E ~ u:: ~ " o z~ ~ ~ . 01; .0 .l;;: ~]1 -j 8 '" . " .. 0- ii:~ -.;[:\ ffiii ~ m~ i" n o =-1 .'!lu. . . " . ~ <> E ~~ ";.' ,'x ,. ? '~~ 'L' ~'" I if:: 1m: 'is I iii. ,j!f:ffl j;2 " iNO Hit C! ,....,~rOg coh!' . :z I..F.",,~ ~:HN ;1;r O)kz I'" j~g ctI Q)t~g Q) IX) }i20 ~ ~;iPlci ~ I lKtcn a:I ~WtaJ. ~ U{.iM ctI <OJ o 1,/)5"" I'" e ~u ~ ~ I~.g ~ t:':' a: '" ~ 111'" i~ ~jg ~ ~ I~ ~ ~ i~ c: en 1M ~ M'~ :1 co~' -lf1:ffl l~ ~ ~ I .~'i: ~Il ::I o)'#%'o .0 '!iI E EIl< ~ ~mlj E c't1}- o ~ IlZ () Q. \~m g8 o ci <'l <'l <D <D Lria:i '" ., .... N '" '" <( .... ~ 888 ~~ ~ cia) cO ........ '" '" ~ -i " 0. o <> '" '" " '0 ::I U .S "'''' '" 8 g o N <D <D N <5 c: g gi ~-g <Du .S '" '" 8 8 M co; ~gJ[l ,g-ig ,,'" '" (3 ri .S '" '" I *1 il~ ~ !tIS ~ '" '" o 0 c: c: o 0 c: c: ij j ~~ii i '0 ::I U .S <5 c: , . '0 " '0 ::I U .S <5 c: i '0 ::I U .S <5 c: '0 " '0 ::I U .S <5 c: I ,11 '" .. .S :!l :; lD o c: o c: '" \!i. o c: E ,l': '0 iii a ::;: , i I II I ,; , 'il I <= ~ ~ .. i E 0 o:~ "' .~ S ... ::ls ~~ '" &]l i ' CD f::: .om ~ ~1" "w .li"- ..I 1ii 0;= 0 ~ ~ , 0 Ci~ -'; ~ '" ; ~ '" ..~ I~ " [jJ .51 .. M ~ !h, 0 0 " " ~ ~ ~ ~ ~en .. 0 ~t- .. 1 , " .c <= Ul 0 o 0 c ;fE 0 6]l i ~w '3 al J:l Il- i" .. ., - '" '" '~ " " 8 8 " ,8E " ~ iii 0- .'" '" 0 ~~ ,2 ;1; ~~ cD " 6 .. .. ;;; <3 -" en ,<; 0 0 "I 130 ";.8 gj .. 0& ~ l8 .5.5 S}! ~ dig 0 :g '-'E ~ <= (; ii~ j! ~ <3 r-: w ,<; u: ~ .. ~ ~ ';( ~~ 0" .. .. i8 8 8 '" ~ ~ " o ~ ~al ~ <= '" ~~ .....1\, :E O"~T " n~ Lri-g o '" ~~ .2 ~ ~I 0 co 'C :::-0 ::;2- w1!. <a <= 0$ 0 '"leD ,<; eD '" E M',; 0 ";:: l:: ~ . ~w l(lt- ~. <= OJ >. [jJ -~.. .. .. [ me; '" N 13 0 0 0 >-0 :g N4~~ - .. 0 <= <= <= " <= -: .5 1: ",- o _:J!+ go ,,; I 8- .. l~ :!lid I :g .. e~ ,- <= ~ (; ~ .. .. .. .. u: 0: ",;JtIT - Ol U ~ . i ~ c.~ IJJ;111 o:.c 2 I I :ai~a... 1$ I i i ECll c: ili [ I 2"'ffig - :a! [ ~I ~l c: c: '" " E I \ I -.- > CJ . "I ~ '" -Eo :!i ii: E'.1l <= ~ 0 ~I '"i & m Q) c: 0 ~\ =''i "C:O:::: Q) ~ 0 ~\ j~l 3:f-~ 0 f- _ Zil! ,- -" ;= 0> ~i~1 16 '" en CJ ~ ~li~1If <= <= as >;=-0 -" W 'in 'in '" ~ ~I a (; c: 0"''0 Ul Q) Q) " " <= I Q) Q) c: ....I o ~ ._ CU.t::.t:: 0 0 0 ~z<C ;: W ()Q.eaJlIlcnCf.l :x: :x: CD ::; ';, ' ,'" "', '" '" il , .c (J) c 0 i "3 '" .c '" ~ 'C iii -, t:: o Cl. ~ <C - as C) ~ c: c ....... oue ra .5 a... E CO g ~I $! C5 +=' ,.... .E .S; ~ '* "t) E 0 8- DQ)c 0 S:I-~(j, >- :;:"0 i!: GlIDe: 0 ~z<( $: <Il 01" e: " '2 '2: .- " .ilen Eg' o .- 1i; e: ~ CIl (.)~ (.) <Ii E * >- en .; Ole: e:- .C' CIl " U C) Z ~ W .J (.) .J c( z ii: I I ~I !~ ~-' u. .c", N ro ~o. w" Z " ~~ ~~ .c re .:g 8 g> ~ '" '" ~ ~ "0 ii'i o z 1E~ ~a ~ Ln...J ~ It)u. iL ~.~ E ~ c: ::; a~ 8 9 "0 I.", ~ ~ '" .c E ~ ~ j e: 0 "0 8 ~ iii "0 " "0 ~ "0 Ij~li~ o O. "'f-- '" '" , I p '" '" e: ., ~ "3 '" E I~ '" Ci ::;: II ' , II I t —1 o u' N' _ 0 Q 0 Q O) z 0) C O I 4 .Q Q'C a N N N N cc - N c N __ a -0 N - m N o N w C N ' i wa` Ucoa. Ucnvoii a 1 0 z 0 co a „ 0 N - E a a- u. C z 0 CO a r 0 N _ � ♦♦ L I - - iiI - - U ca pp- I- — a- 1 CO — Cp a *W ')) a O - c9 O NN . - 0 0 0 g N�V N Q 0 0 O E .- N O O O n 0 N O . 0 #" LL _ M 0 ch c� c� C� r• )• o o i. u) �ptp i o o co o co 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " C" O 4•J SSSSSSSSSSSS SS. S SSS SSSSSS EN W J) o r` _M O@ M M V' o O a �O aa a c N �V aOa aOOa aa coNco 0 0 0 0 0 0 0 0 0 0 0 0 S 0 0 O O O O O H 2 L ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o 0 0 o o to o a o Y 0) z r- .- o_0i p)3 00 N. IC) OW) O 0 0 0 0 0 0 0 UC) )O 0 0 0 0 CD 0 0 0 0 0 K) U) U) 0 0 OQ — .- N .— N N Co C O Co Cq q (V > O a) C cc e c is CO ,e S U = 'me E ,� am, i € d 0. po a 2.1 a c m mo 11m o v 0 '6 2 13 o co 00 i co'a > v .N o E 0- •9 O * * S m e m c M �p C C m m00 -0 m m C a c WHfflH mEm c JHiHIUHH 2 2 va °0 gw 0 o_ 0: 0 a0 — :4 0- 0. 0 o 0 > m q� _ ^ : 'm r .0 a m ;; a E S DI O re E 5 .m O N _ m m O °0 00 V a m w Q E _-.'- o - 2 2 0 O _> w — m a v) HELE .0 w 5 U ti cn •m .m m > o a m c � o aS . w Q:-C \ p 0 > p 8 W > > cill o E tl�l _ C 7 0 of c m 2 'e 8 a' -0 m 'O O O O N T t=.1 Q $ o m 0 0 0 0 1 0 H 0 0 0 Z -8 H 2 $ v v o m m 2 '5 0 r m c� 000QCO Q Q Z G 0: O M a, c O 0000 " m wo 1 I ' T . 2 o to' . Q owe E ._ v Q o l O O Q O O pp O O O p o 0 0 N '�+ O O O O O O O b O O Q $ N M O O N M O OD .- O O CO CO 0) N CO CO Qp CO CO 0 'O CO O a a V C O a- r o •- 0 0 0 N o . S N N N o .0 O O , - 0 0 .- o C V 8 NNNNNNNNNNN = C ic W C c c ca co Li_ oixa 02 c u. I G c N' c .o o as z g m c _ c o O .0 , 0 .a 0..,-, a • E 2 E E .c m 'll " ' ' W0 00a` 000COit L ' III1 . ..• a ► Lt. 0 z 1 O to a o � N 2 Q 2 U. _ mm mo r.me Mi 7. C on — OM w . 1111 • tea . 1 _ M - - _ � i o ' I Q o Q N ' U L Q a Q M U. 0 o CO 8�p 8Cp 8Cp 8�p 8�0 8�p )0 (0 �p 0 6 0 8 S c0 `O c0 S c0 S 0 0 0 o o 0 o i. Ca R.� 10 O O C 0 0 0 0 0 0 0 O O O O O ` ` ` O v� ` ` \ a a O P h co a O CO O O O M 3 v 0 CO a = L i iy N O N N N N N N N ° ° N O O .- O z O O N .- O N O O d 3 Of 0n CD a� CO 0) O) 0) O O a a a ao a a a a s .- .1.+ 000 0 0 0 0 0 0 .- .- 0 0 0 0 00 GO .- r- L 0 .,-+ W In Ca 'fT O �0 O C` 0) Ca a Ga )a — a z--- a o F F — Q� ON C M p0O0 N N N a a CO0 CQD O O O O 0 .- .- .-- N ` a C CO00000000 O O O O 00 0 F >. i O U) O NU) )- .- U UUUOUU1U NMU) NNUUNUU O ) 00 Y. .- U) c 0 m i O U) O N 10 .- — U) U) t0 U) O U) U) U) 10 N M U) N N U) U) N U) U) O U) 00 . .- .- — U) .1- .1- 00 C O CO a > O O m a ma •�o m .ous m di f') as w o d usU) U 1$ r o 2 m m o m U) C Yc3 c o o) it U o) e o 0 m m o - rn fl '• h mco to a Q 1 U a CO c o U m m m m o 1 c = U H a coo- m �' E s a� aQ2 Etlirn m — c d )�`o Q m 6 U rn U E aE) H ii -a a o g ci a s 2 .y m L p 2 .1) m ,o I E ots cs m cYo 3) 1° 3 c 2 `0 c co 2 Ix .X a6 > € 2 m m W c c v y Q p a a (j to C r COM CD W m m o € m ; o °5 m a) m m 03 m m m mc8oc_8 `_8 E y U 2 o o 0 N ii 3 c °� v E E 3 tL c coo m f0 c m m c co c 0 CO. m 0 0 o m w U C9 C9 C7 m W m m m o m = -0 0 € v m m y co R aaomoNo � CO am _, Wmm » » i= U 2aa -1F- F- wamF- amF- aa mmmoOoo E i 3 N >>0 .� co} 7 v _ CD )0 co o > 10 UM- c0 CO N NO U) COO O N 0 N m O O �0�} O a Na ea} I O) O �O �N m N O � 1; m m E a Q (V N 1 N 1 — CM ))M CM M PO) M CO) COC) M M COC) M OM Z OM CM M CO )O C0 )O )O A M M M Z M M L m 0 .� �� 0 II. ... C "' C O ° c az c o c _ _ c O m o hi .0 ° c °• u.°i N Q -0 m U E m Ecn E L c' 2"id C- ! E E C Nl ' N c 2 1" I 4 10.11 4<. LL n G z O U) a 0 N nS - . i. a . milli.111111111 in a z O y Q coL a p 0 " Q V L Q Q U. o >,C n n n n n n n n n n n n n n n n n n n n n n nin n n n n n n n n n N n i N O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n- a 0 _ a W N C 1 O _M N .a- fa— .s--� c_.- ..n}} n aM .- (� (ee�� co N — �0 �0 C�pp ��_.--p ��Q �O ��rti - O O n C n �eV- cu L au 1 1 LL O O e, 0 0 3 0 0 0 O 8 O 3 O O 3 O O O O 8 8 O O O 8 0 0 0 0 0 o 0 0 45 4-1 0 0 4-+ >.� n n n n n n n n n n n n n n n n n n n n n n n n n n n n 0 OO O O O O O O O o 0 0 0 0 O. o O O O O O 0 .000 O O O o wcn iii oNcoo0000o0c8 co P- oaUUo ca+ ai0cO 0000 y a ....... 0a4 ,- .- Q co co N N N ` O O O 8�pp a g g g Mpg n n n a 0 0 0 0 0 0 0 0 0 0 CO O O o 0 0 `O 8 0 0 o O O O O F— >+ ` 0 0 i° 0 N N 0 N N N N 0 U) 0 0 0 0 1f) 0 0 In If) U) 0 0 0 0 o 0 0 0 0 0 U) 0 0 Q .- — .- ' e- — CO .- — N .- M d 0,,_ O O O o t0 t° O tp 1n '0 O O in O O O O to O O (f) '0 O O o 0 0 0 0 0 0 0 0 '0 O N M .- N N N — N N N N N — N .- .- - CO .•- N — M Oo E m m •c to c t Q- m c t c S c H •T p� 'T oO 0 E U CO _ L O N m W m 'rn g 0HH .u o C c c °- a U � Q S 3 a � cmm eaw c E c c c H rn W m w L o) ti _ r E ' o f > E ° _� W _ 'a c € _5 •c c m m , c $ 000 m 2 c0 O m ° > �0 > 2 10 3 c 3' m w o. U m O. 2 3 a r, L =O. a C y O) C C Q c E H N 3 ° U O m O c t O y O C.) V N •C r' C ID t ui �a o) m `� •c c o c a g € = rn E o — . v) g p ' Ct! E 210000 E co � w c •c -a •c c € m m m m m v c m E P- • 4) W m ; v y C A 3 a E c 2 c t ca 2 a Of 00 N I f _ m i - 0 E O O O pp O O 4) O N O O pp O O O O O O O N M O p O O O O O N p O O p v O N Q co co IO N N M of O CO n O N CV n N- CO IC)N CO 0)N 0 CO M st co CO co n O me -o al c d Q N N N N N N N C) c+) N N N N N N CO M CO M a M M coco�co co co co co co co co co co co co co co co co co co coM co co co co co co co co co co a co co M � M t, A co C 0! I iniioza o tt �- N' 1 C •O o as z I c c c o o a a c °ct.0 _m cow rn fOH _ ccoou`n _ a; — E jp m 8 E L S E E t m, z E rn _ E 0 C m LU0.)U)) 0. C) U)) v) LL 1III1Ipl. LL Z O , '® _ ■ - - N 2 a _ III■ ® a _ III is gm �' 0 z 0 in a I >_ 0�� N ' U ii c Q I.L. L 0 0 i,_ O O O O O O O O O OO O0 O O O O O O O O O `O oo O O O O O :C. 0 co C is- nt I` I` 8 co O — — co u) to O O r) e- 0a 0) co M —) 0 a CO .- u) C L iZ O N O O N N N — . ,- N N �I N O .- O '- — N r. N O Q) a) 1. CO CO CO CO CO 0) 0) 0) 0) c3 c� CO i. r ?i ? t� a� co v g co i C 000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o O o 0 0 0 0 L C0 ,a.. T.t I• I. I. I• I• I. I. n n n I• n I• I• A I. !• I. n n I• I. I. I• 1• N C 0) 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 a0 0 0 O 1. I• �' I. I. N. co a8 co co Co I. 10 8 0 O c1`) VI 10 N O Q) W U) N O O O N N N O N Q c` O 0 N 1 1 f A 0� co co O) e- C`O Ca Ca ca e� c') C� M CCOO 0 0 0 O 0 O O O O 0 O O O O G0 O 0 0 0 0 0 O 0 0 O _ 0 WIcO 0 10 N) 10 0 0 4) 10 0 N '0 0 0 0 10 O N N N O N NCO0 0 . _ N .I- a-- e- a- — Ce 0 01_ 0 4) 10 0 O cO N 0 0 O 4) O N IC) 0 0 0 It) 0 N N 0 U() 0 10 0 0 N C a- A- .- .- a- N N N CO A- 0 CI I C 0 .(5 (3 m Cl) o W W as c m m o o a N m t §Q. U m co a LL o U C L in C N W c6 0) d m coC y Cu o «� m 0 .c us 2 •a o U • m a_ c r E c U • 15 mE o 'w = >aLL .00ca mo c L. m m0 co 0 .— U 7 o a �� g O c O. aD h c Is ' _c 'a c c m 'm E N c 0 U) o m o T m o E •E m c = m iE x 3 c c 0- t a8 m�' CI) U m ao `� oclef a `� .0- e c m m _€ _� m E °� c U m U W �84- � '`� Alai- to m c a�mi o`0i m 3 `� LL e d 3e T E rn m cc�3 "' 0 0 0 N a, co I- c» 1- ii w ii S. E co2 � » 0 a 0. 3 _, re Q < •a c) a Q 0000v m m Y o c cm co 1 I to . O o aa0 CO �_0 i0 0 to 0 0 �0N .c'��{ .- a0 - O It) CO0 �U)) U) Q N O s0 I. 0) O O O o �w o m E c Q M M M C'� M ch M M ;%;f. O7 Q g� .0 p) r •• al C Q v)iiOred o� _6 N C 0 0 oa G Z `y c 2 c o 0 i 16 'o 0 c 1n W co _- coa.m E a •° d8Ee8EEt N-' W dOCO0`�. Uv) V) ii 4MI „owmeEn , i 111111100.W., CI INI u- III o -. - m a 0 0 N 7 2 a `C u. 7 o Z cn 0 a L o Q. 0 N L cc 2 a ... O c y Oo O O O O O O o 0 0 0 0 0 0 0 0 0 0 - O o 0 0 0 0 0 0 0 0 0 0 0 �:.� C 1aE 4: 0) N. .- � . U) ,- U) o o) U ar. .- v oa- aU) U) co0c C L 4100 ii ; O a- O O a- N o a- O O o 0 N NV N O N a- o N N a- a- ()) 0 o O o 0 0 o c c ao ao c oa ao o - 0 o o S 3 S c a S c o c m cu o4- a--- r. n )- r• r- r- i. N. r- co op co co ao co ao co co o0 0o op co co coao0 CO 03 co g N F, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 o o 0 0 0 CO0 0 0 0 0 a) aamioCD c 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 H >, aO K) N N 0 N 0 0 1A - N C07 N N N 0 t07 0 - K) 0 a- O N U) 4) O O O O O O v 0 - [to a- .-- a- .- a- a- .- i Cl :.- 0 M N N 00 0 0 0 )[) 1p N la0 N N 0 O 0 0 K) 0 U) 0 0 O 1L) 0 0 0 0 0 U a- ”a- a- a- a- N a- a- a- a- a- a- 00 c o t Q ° 0 ° c .c c 7 c o c mze z e6 E `d ` O m c - C .. c. o a ,n0 2 o�j o. n _c ` •E3 E EmW > EE m3 y m o - o W -8 c °' w grnoQ ` > £ cru £ c 7 to 00 1 O k g v € m �o o w o 0 0 m . c v) -c a o N c n c E i8 H oo, o c mH .'cH c'gg,l5� V E E ..= m 'gyp 0) TomN '�' c �p �•p- r-p E C) v) 0) O m O. c c ° U c U 0) 43 - - oD ° °o 'i tll Q a •i 8 8 O 8 `O m l`XQ' c c c o p o` _ o ° a •c •c c „ io `' p 0 = H •c a 3 e� in 3! a7 'X •X X �C O �C M 7 r m 7 Ld 7 m j 4) Z` E C 'c a m l0 y �O O O N o `12 Oict w w w w w w E m .E 2 a ii w a w m D o a F°- o �) c9 i ii w ii,M 0000u m CO m ! m : E c N M o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 , .4 m'y E 0 co O O s. O N M �p f- °) .- N M O C0 (0 t0 1• 00 C0)) N 0) M of M r- (0 (0 N )p p (p Q. Q 'x O O O O O O O O O O O N N N N N N M N M �O C u1 to to 4") K) In 4) I 1A § to 1n IA 1n 1n In to 1n to 1n U) to {() 4) U 1A {° E 4) 4) 1A IA 1l) - L 43 oc co u a a. . . . --- --- - - - -, I 1- ---- - --- ntn 2 U. o 1 o. 0 2 I ■ § o % kal �aa O.� ka ■ k0 �� ` ■ « � ■ 0 E ■ § EE = \ is k � � t2 /N % g I WQOCOaCci) mit 2 III ' ►\ 4 ■#*� 0 0 _ ■ • 03 ( / , < , U. z o \ t 0 2\ / < 0_— 2. 0 c --- 2 0 - 2 § o _§ _0 8 0 o 0 0 8 0 o CO 1 �§ d B k k / ? § k a k a a G 8 8 0 § » o e - a o § 8 � _ - - 0 0 0 8 0 o 0 0 8 . k ) i )/ R R Q Q 2 U § o ; _ U) U) o 0 0 0 U) o o (0o 0 0 ) 2 - 2& © © 0 0 0 to 1.11 o o In o co 00 0 * / 2 E 2 S 0 tit f o .) co o a. k Z � -5 0 a § 2 CL § el 2 k ' c k © E $ a § a a a 7 � � � � 0. � � o@ ° © - a . ■ E - ■ E f -0 .2 k k k co O. 0 0 0- § it 8 8 8 8 E � ' p � _ . . ee . a_ _ a § 2v§ a I- § ' a o k V k w 2 ƒ 0 o a N o > 0 0 co e w d woke a § § 0 § § ® ■ 2 § 20 / 0 2 0 2 . § o o o a t a . E $ _ G G 10 S 2 8 8 / G f 2 2 2,= o . . . . � 0 0 CC GMP DRAWING & SPECIFICATION LIST The following list of documents was utilized as a starting point to solicit proposals from potential subcontractors. The GMP is based on certain modifications (reference section 3, item 35) to be incorporated into the documents at a future date to limit the cost of the project to a close proximity of the Owner's budget. ARCHITECT'S AND ENGINEERS PLANS - VOLUME I SET Drawina No. DescriDtion GENERAL ~ GOO1.0 GOO1.1 GOO1.2 GOO2.0 GOO2. 1 A7460-1 A 7460-2 VOL. 1 - COVER SHEET VOL. 1 - ARCHITECTURAL INDEX AND LEGEND PROJECT COMPLIANCE SHEET VOLUME 1/ COVER SHEET VOLUME 1/ INDEX, LEGEND & NOTES ROOF PLAN AND PART 77 DIAGRAM 7460. 1 BUILDING ELEVA TlON AND PART 77 DIAGRAM 7460.2 06/26/06 06/26/06 08/04/06 06/26/06 08/04/06 06/26/06 06/26/06 CIVIL C111.1 PROJECT LA YOUT PLAN 03/30/06 C111.2 EXISTING TOPO 03/30/06 C111.3 STORMWA TER POLLUTION PREVENTION PLAN 03/30/06 C111.4 UTILITY AND PA VEMENT DEMOLITION PLAN 03/30/06 C111.5 PA VEMENT SECTIONS 03/30/06 C111.6 GEOMETRY PLAN 03/30/06 C111.7 DRAINAGE AND GRADING PLAN 03/30/06 C111.8 DRAINAGE STRUCTURES 03/30/06 C111.9 WA TER AND SANITARY PLAN 03/30/06 C111.10 WA TER AND SANITARY DETAILS 03/30/06 C111.11 GROUND LEVEL - SIGNING AND PA VEMENT MARKING 03/30/06 C111.12 SECOND LEVEL - SIGNING AND PA VEMENT MARKING 03/30/06 LANDSCAPE LD-01 LANDSCAPE PLAN 06/05/06 LD-02 LANDSCAPE DETAILS 06/05/06 LD-03 LANDSCAPE DETAILS, NOTES, AND SCHEDULES 06/05/06 ARCHITECTURAL A001.0 FIRST & SECOND FLOOR LIFE SAFETY PLAN AOO2.0 A101.0 A 101.1 A101.2 A1 02. 1 A 102.2 A 111.0 A111.1 A111.2 A111.3 A111.4 A 111.5 A111.6 A111.7 A111.8 A112.0 A 112.1 A 112.2 A112.3 A 112.4 A112.5 A112.6 A 112.7 A 112.8 A113.0 A 113.1 A113.2 A131.0 A131.1 A131.2 A 132.0 A 132. 1 A 132.2 A 132.3 A132.4 A132.5 A143 A144 A145 A151.0 SITE DEVELOPMENT PLAN FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN - AREA 1 FIRST FLOOR DEMOLITION PLAN - AREA 2 EXTERIOR DETAILS SECOND FLOOR DEMOLITION PLAN OVERALL FIRST FLOOR PLAN FIRST FLOOR PLAN - AREA 1 FIRST FLOOR PLAN - AREA 2 FIRST FLOOR PLAN - AREA 3 FIRST FLOOR PLAN - AREA 4 FIRST FLOOR PLAN - AREA 5 FIRST FLOOR PLAN - AREA 6 FIRST FLOOR PLAN - AREA 7 FIRST FLOOR PLAN - AREA 8 OVERALL SECOND FLOOR PLAN SECOND FLOOR PLAN - AREA 1 SECOND FLOOR PLAN - AREA 2 SECOND FLOOR PLAN - AREA 3 SECOND FLOOR PLAN - AREA 4 SECOND FLOOR PLAN - AREA 5 SECOND FLOOR PLAN - AREA 6 SECOND FLOOR PLAN - AREA 7 SECOND FLOOR PLAN - AREA 8 OVERALL ROOF PLAN ROOF PLAN - AREA 1 ROOF PLAN - AREA 2 OVERALL FIRST FLOOR REFLECTED CEILING PLAN FIRST FLOOR - AREA 1 REFLECTED CEILING PLAN FIRST FLOOR - AREA 2 REFLECTED CEILING PLAN OVERALL SECOND FLOOR REFLECTED CEILING PLAN SECOND FLOOR - AREA 1 REFLECTED CEILING PLAN SECOND FLOOR -AREA 2 REFLECTED CEILING PLAN SECOND FLOOR - AREA 3 REFLECTED CEILING PLAN SECOND FLOOR - AREA 4 REFLECTED CEILING PLAN SECOND FLOOR - AREA 5 REFLECTED CEILING PLAN ENLARGED TOILET ROOM PLANS ENLARGED TOILET ROOM PLANS ENLARGED FLOOR PLANS OVERALL FIRST FLOOR FINISH PLAN 06/26/06 06/26/06 06/26/06 06/26/06 08/04/06 08/04/06 08/04/06 06/26/06 08/04/06 08/04/06 06/26/06 08/04/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 06/26/06 06/26/06 06/26/06 08/04/06 08/04/06 08/04/06 06/26/06 08/04/06 08/04/06 06/26/06 08/04/06 06/26/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 A 151.1 A151.2 A151.4 A 151.5 A152.0 A152. 1 A 152.2 A 152.4 A 152.5 A153 A201 A202 A203 A204 A205 A206 A207 A301 A302 A303 A304 A305 A306 A307 MOO A401 A403 A404 A405 M06 M07 A40B A409 A410 M11 M12 A413 A414 A415 A416 A500 A501 A502 A503 A504 FIRST FLOOR FINISH PLAN - AREA 1 FIRST FLOOR FINISH PLAN - AREA 2 FIRST FLOOR FINISH PLAN - AREA 4 FIRST FLOOR FINISH PLAN - AREA 5 OVERALL SECOND FLOOR FINISH PLAN SECOND FLOOR FINISH PLAN - AREA 1 SECOND FLOOR FINISH PLAN - AREA 2 SECOND FLOOR AREA FINISH PLAN - AREA 4 SECOND FLOOR AREA FINISH PLAN - AREA 5 ENLARGED RESTROOM FINISH PLANS OVERALL BUILDING ELEVA TlONS OVERALL BUILDING ELEVATIONS PARTIAL BUILDING ELEVATIONS PARTIAL BUILDING ELEVATIONS SOUTH BUILDING ELEVATIONS NORTH BUILDING ELEVATIONS EAST & WEST BUILDING ELEVA TIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL DETAILS PC ELEVA TlONS / DETAILS & MISC. DETAILS DETAILS DETAILS DETAILS DETAILS 08/04/06 08/04/06 08/04/06 06/26/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 06/26/06 06/26/06 A600 A601 A602 A603 A700 A701 A702 A 703 A 704 A705 A 706 A800 A801 GOO2.0 GOO2. 1 SOOO. 1 S"'.0 S"'.' S"'.2 S"'.3 S111.4 S"'.5 S"'.6 S111.7 S"'.8 S112.0 S112.1 S112.2 S112.3 S112.4 S112.5 S112.6 S112.7 S112.8 STAIR AND ELEVATOR SECTIONS STAIR AND ELEVA TOR SECTIONS STAIR AND ELEVA TOR PLANS AND SECTIONS STAIR AND ELEVATOR PLANS AND SECTIONS INTERIOR ELEVA TIONS INTERIOR ELEVA TlONS INTERIOR ELEVA TIONS INTERIOR ELEVA TlONS TICKETING LOBBY MILLWORK, ELEVATIONS & DETAILS HOLD ROOM AND BEACHFRONT AREA INT. ELS CASEWORK ELEVA TlONS AND DETAILS PARTITION TYPES INTERIOR AND FIRES TOPPING DETAILS ARCHITECT'S AND ENGINEERS PLANS - VOLUME II SET GENERAL VOLUME II COVER SHEET VOLUME II SHEET INDEX LEGEND AND NOTES STRUCTURAL STRUCTURAL GENERAL NOTES AND SPECIFIC A TlONS OVERALL FOUNDA TlON PLAN FOUNDA TlON PLAN - AREA 1 FOUNDA TlON PLAN - AREA 2 FOUNDA TlON PLAN - AREA 3 FOUNDA TION PLAN - AREA 4 FOUNDA TION PLAN - AREA 5 FOUNDA TlON PLAN - AREA 6 FOUNDA TlON PLAN - AREA 7 FOUNDA TION PLAN - AREA 8 OVERALL SECOND FLOOR FRAMING PLAN SEC OND FLOOR FRAMING PLAN - AREA I SECOND FLOOR FRAMING PLAN - AREA 2 SECOND FLOOR FRAMING PLAN - AREA 3 SECOND FLOOR FRAMING PLAN - AREA 4 SECOND FLOOR FRAMING PLAN - AREA 5 SECOND FLOOR FRAMING PLAN - AREA 6 SECOND FLOOR FRAMING PLAN - AREA 7 SECOND FLOOR FRAMING PLAN - AREA 8 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 06/26/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 08/04/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 S113.0 S113.1 S113.2 S113.3 S113.4 S113.5 S301.0 S301.1 S301.2 S301.3 S301.4 S301.5 S301.6 S301.7 S301.8 S301.9 S301.10 S301.11 S301.12 S301.13 S301.14 S301.15 S401.0 S601.0 S601.1 S601.2 S601.3 FOOO. 1 FOOO.2 FOOO.3 F111.1 F111.2 F111.3 F111.4 F111.5 F111.6 F111.7 F111.8 F112.0 F112.1 F112.2 F112.3 OVERALL ROOF FRAMING PLAN ROOF FRAMING PLAN - AREA 1 ROOF FRAMING PLAN - AREA 2 ROOF FRAMING PLAN - AREA 3 ROOF FRAMING PLAN - AREA 4 ROOF FRAMING PLAN - AREA 5 SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS ENLARGED PLANS AND DETAILS CONCRETE COLUMN SCHEDULE AND DETAILS STEEL COLUMN SCHEDULE AND DETAILS CONCRETE BEAM SCHEDULE AND DETAILS SLAB,MASONRY WALL AND LINTEL SCHEDULES AND DETAILS FIRE PROTECTION FIRE PROTECTION LEGEND, SYMBOLS AND NOTES FIRST FLOOR FIRE PROTEC TlON HAZARD ZONE PLAN SECOND FLOOR FIRE PROTE CTlON HAZARD ZONE PLAN FIRST FLOOR FIRE PROTECTION PLAN AREA 1 FIRST FLOOR PROTECTION PLAN AREA 2 FIRST FLOOR FIRE PROTECTION PLAN AREA 3 FIRST FLOOR FIRE PROTECTION PLAN AREA 4 FIRST FLOOR FIRE PROTECTION PLAN AREA 5 FIRST FLOOR FIRE PROTECTION PLAN AREA 6 FIRST FLOOR FIRE PROTECTION PLAN AREA 7 FIRST FLOOR FIRE PROTECTION PLAN AREA 8 SECOND FLOOR OVERALL FIRE PROTECTION PLAN SECOND FLOOR FIRE PROTECTION PLAN AREA 1 SECOND FLOOR FIRE PROTECTION PLAN AREA 2 SECOND FLOOR FIRE PROTECTION PLAN AREA 3 06/26/06 08/04/06 08/04/06 08/04/06 08/04/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 F112.4 SECOND FLOOR FIRE PROTECTION PLAN AREA 4 06/26/06 F112.5 SECOND FLOOR FIRE PROTECTION PLAN AREA 5 06/26/06 F112.6 SECOND FLOOR FIRE PROTECTION PLAN AREA 6 06/26/06 F112.7 SECOND FLOOR FIRE PROTECTION PLAN AREA 7 06/26/06 F112.8 SECOND FLOOR FIRE PROTECTION PLAN AREA 8 06/26/06 F113.0 MEZZANINE FIRE PROTECTION ENLARGED PARTIAL PLAN 06/26/06 F114.1 FIRST FLOOR FIRE PROTECTION ENLARGED PARTIAL 06/26/06 PLAN F114.2 FIRST FLOOR FIRE PROTECTION ENLARGED PARTIAL 06/26/06 PLAN F115.1 SECOND FLR FIRE PROTECTION ENLARGED PARTIAL PLAN 06/26/06 F115.2 SECOND FLR FIRE PROTECTION ENLARGED PARTIAL PLAN 06/26/06 F116.1 SECOND FLR FIRE PROTECTION ENLARGED PARTIAL PLAN 06/26/06 F116.2 SECOND FLR FIRE PROTECTION ENLARGED PARTIAL PLAN 06/26/06 F116.3 FIRE PROTECTION SECTIONS 06/26/06 F116.4 FIRE PROTECTION ENLARGED DETAILS 06/26/06 F117.1 FIRE PROTECTION DETAILS 06/26/06 F117.2 FIRE PROTECTION DETAILS 06/26/06 PLUMBING POOO.O PLUMBING LEGEND, ABBREV, AND GENERAL NOTES 06/26/06 P101.1 FIRST FLOOR PLUMBING DEMOLITION PLAN AREA 1 06/26/06 P101.2 FIRST FLOOR PLUMBING DEMOLITION PLAN AREA 2 06/26/06 P111.1 FIRST FLOOR PLUMBING PLAN AREA 1 06/26/06 P111.2 FIRST FLOOR PLUMBING PLAN AREA 2 06/26/06 P111.3 NOT USED P111.4 FIRST FLOOR PLUMBING PLAN AREA 4 06/26/06 P112.1 SECOND FLOOR PLUMBING PLAN AREA 1 06/26/06 P112.2 SECOND FLOOR PLUMBING PLAN AREA 2 06/26/06 06/26/06 P112.4 SECOND FLOOR PLUMBING PLAN AREA 4 06/26/06 P112.5 SECOND FLOOR PLUMBING PLAN AREA 5 06/26/06 P113.0 MEZZANINE PLUMBING PLAN 06/26/06 P113.2 MEZZANINE ENLARGED PLUMBING PLAN 06/26/06 P401.0 FIRST FLOOR PLUMBING ENLARGEMENT PLANS 06/26/06 P402.0 SECOND FLOOR ENLARGEMENT PLUMBING PLANS 06/26/06 P501.0 PLUMBING DETAILS 06/26/06 P501.1 PLUMBING DETAILS 06/26/06 P601.0 PLUMBING ISOMETRICS - SANITARY AND WA TER 06/26/06 P601.1 PLUMBING ISOMETRICS - SANITARY AND WATER 06/26/06 MECHANICAL MOOO.O HVAC, LEGEND, ABBREVIA TlONS, AND GENERAL NOTES 06/26/06 M101.1 FIRST FLOOR HVAC DEMOLITION PLAN AREA 1 06/26/06 M101.2 FIRST FLOOR HVAC DEMOLITION PLAN AREA 2 06/26/06 Mlll.l Mlll.2 Mlll.4 M112.l Ml12.2 M112.4 Ml12.5 Ml13.0 M40l.0 M402.0 M50l.0 M502.0 M503.0 M504.0 M504. 1 M60l.0 M60l.2 EOOO. 1 El00.l El00.2 El0l.l El0l.3 El0l.4 Elll.l Elll.2 El12.l El12.3 El12.4 El12.5 E12l.l E12l.2 E122.l E122.2 E122.4 E122.5 E13l. 1 E13l.2 E13l.3 E132.l E132.2 E132.4 E132.5 E14l. 1 FIRST FLOOR HVAC PLAN AREA 1 FIRST FLOOR HVAC PLAN AREA 2 FIRST FLOOR HVAC PLAN AREA 4 SECOND FLOOR HVAC PLAN AREA 1 SECOND FLOOR HVAC PLAN AREA 2 SECOND FLOOR HVAC PLAN AREA 4 SECOND FLOOR HVAC PLAN AREA 5 MEZZANINE HVAC PLAN MECHANICAL SECTION PLANS MECHANICAL MEZZANINE 300 SECTION PLANS HVAC DETAILS HVAC FLOW DIAGRAMS HVAC CONTROL DIAGRAMS EMERGENC Y GENERATOR PLANS AND DETAILS EMERGENCY GENERATOR DETAILS AND SPECIFIC ATlONS HVAC SCHEDULES HVAC SCHEDULES ELECTRICAL ELECTRICAL SYMBOLS, LEGENDS, AND NOTES FIRST FLOOR ELECTRICAL DEMOLITION PLAN - AREA 1 FIRST FLOOR ELECTRICAL DEMOLITION PLAN - AREA 2 FIRST FLOOR - ELECTRICAL SITE POWER PLAN FIRST FLOOR - ELECTRICAL SITE LIGHTING PLAN SECOND FLOOR - ELECTRICAL SITE POWER PLAN FIRST FLOOR LIGHTING PLAN - AREA 1 FIRST FLOOR LIGHTING PLAN - AREA 2 SECOND FLOOR LlGHING PLAN - AREA 1 SECOND FLOOR LIGHTING PLAN - AREA 3 SECOND FLOOR LIGHTING PLAN - AREA 4 SECOND FLOOR LIGHTING PLAN - AREA 5 FIRST FLOOR POWER PLAN - AREA 1 FIRST FLOOR POWER PLAN - AREA 2 SECOND FLOOR POWER PLAN - AREA 1 SECOND FLOOR POWER PLAN - AREA 2 SECOND FLOOR POWER PLAN -AREA 4 SECOND FLOOR POWER PLAN - AREA 5 FIRST FLOOR FIRE ALARM PLAN - AREA 1 FIRST FLOOR FIRE ALARM PLAN - AREA 2 FIRST FLOOR FIRE ALARM PLAN - AREAS 3 THRU 8 SECOND FLOOR FIRE ALARM PLAN - AREA 1 SECOND FLOOR FIRE ALARM PLAN - AREA 2 SECOND FLOOR FIRE ALARM PLAN - AREA 4 SECOND FLOOR FIRE ALARM PLAN - AREA 5 LIGHTING PROTECTION PLAN - BLDG ':4" 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 E141.2 E151.1 E211.1 E211.2 E211.3 E211.4 E311.1 E361.1 E361.2 LIGHTING PROTECTION PLAN - BLDG "B" MEZZANINE - LIGHTING, POWER, AND FIRE ALARM PLANS ELECTRICAL ONE-LINE DIAGRAM PANELBOARD SCHEDULES - BLDG ':4" PANELBOARD SCHEDULES - BLOG "B" PANELBOARD SCHEDULES - BLDG "B" LIGHTING FIXTURE SCHEDULE ELECTRICAL DETAILS ELECTRICAL DETAILS TOOO. 1 TtOO. 1 TtOO.2 Tt11.0 Tt11.1 Tt11.2 Tt12.1 Tt12.2 Tt12.4 Tt12.5 Tt21.1 Tt21.2 Tt22.1 Tt22.4 T122.5 Tt61.1 Tt61.2 T211.1 T211.2 T211.3 T211.4 T211.5 T211.6 T211.7 T311.1 T321.2 T321.3 T331.1 T341.1 T361.1 T361.3 T361.4 T361.5 T361.6 TELECOMMUNICA TlONS SYMBOL LEGEND, ABBREVIA TlONS, AND SHEET INDEX TELECOM DEMO PLAN FIRST FLOOR - AREA 1 TELECOM DEMO PLAN FIRST FLOOR - AREA 2 SITE PLAN - OSP CONDUIT ROUTE TELECOM PLAN FIRST FLOOR - AREA 1 TELECOM PLAN FIRST FLOOR - AREA 2 TELECOM PLAN SECOND FLOOR - AREA 1 TELECOM PLAN SECOND FLOOR - AREA 2 TELECOM PLAN SECOND FLOOR - AREA 4 TELECOM PLAN SECOND FLOOR - AREA 5 PAGING PLAN FIRST FLOOR - AREA 1 PAGING PLAN FIRST FLOOR - AREA 2 PAGING PLAN SECOND FLOOR - AREA 1 PLAGING PLAN SECOND FLOOR - AREA 4 PAGING PLAN SECOND FLOOR - AREA 5 ENLARGED PLAN TELECOMMUNICATIONS ROOM 116 ENLARGED PLAN TELECOMMUNICA TlONS ROOM 214 PWDS ONE - LINE DIAGRAM ACS BLOCK DIAGRAM MUFIDS BLOCK DIAGRAM MA TV BLOCK DIAGRAM PAGING BLOCK DIAGRAM PAGING BLOCK DIAGRAM CCTV/DVR BLOCK DIAGRAM ACS/CCTV SCHEDULES PWDS SCHEDULE PWDS SCHEDULE (CONTINUED) PWDS SCHEDULE (CONTINUED) MUFIDS & MTV SCHEDULES TELECOMMUNICA TlONS DETAILS SECURITY DOOR DETAILS SECURITY DOOR DETAILS BHS ROUGH-IN INTERFACE DETAILS SECURITY DOOR DETAILS 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 02/24/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 T361.7 T361.8 T361.9 T361.10 SECURITY DOOR DETAILS CCTV DETAILS CCTV DETAILS PAGING DETAILS 06/26/06 06/26/06 06/26/06 06/26/06 BAGGAGE BODO. 0 BAGGAGE HANDLING SYSTEM LEGEND AND NOTES 06/26/06 B101.0 OVERALL FIRST FLOOR BAGGAGE HANDLING SYSTEM 06/26/06 DEMO PLAN B101.1 FIRST FLOOR BAGGAGE HANDLING SYSTEM DEDMO PLAN 06/26/06 - AREA 1 B101.2 FIRST FLOOR BAGGAGE HANDLlONG SYSTEM DEMO PLAN 06/26/06 - AREA 2 B111.0 OVERALL FIRST FLOOR BAGGAGE HANDLING SYSTEM 06/26/06 PLAN B111.1 FIRST FLOOR BAGGAGE HANDLING SYSTEM PLAN - AREA 06/26/06 1 B111.2 FIRST FLOOR BAGGAGE HANDLING SYSTEM PLAN - AREA 06/26/06 2 B112.0 OVERALL SECOND FLOOR BAGGAGE HANDLING SYSTEM 06/26/06 PLAN B112.1 SECOND FLOOR BAGGAGE HANDLING SYSTEM PLAN- 06/26/06 AREA 1 B112.2 SECOND FLOOR BAGGAGE HANDLING SYSTEM PLAN- 06/26/06 AREA 2 B112.4 SECOND FLOOR BAGGAGE HANDLING SYSTEM PLAN- 06/26/06 AREA 4 B112.5 SECOND FLOOR BAGGAGE HANDLING SYSTEM PLAN- 06/26/06 AREA 5 B201 SECOND FLOOR BAGGAGE HANDLING SYSTEM ENLARGED 06/26/06 PLAN B202 MAKEUP UNIT - FIRST FLOOR BAGROOM 06/26/06 B301 BHS SECTIONS 06/26/06 B302 BHS SECTIONS 06/26/06 B401 BHS SECTIONS 06/26/06 8402 BHS SECTIONS 06/26/06 B403 BAGGAGE HANDLING SYSTEM E - STOP ZONES 06/26/06 8404 CONTROLS SHEET 3 06/26/06 B501 BAGGAGE HANDLING SYSTEM DETAILS 06/26/06 B502 BAGGAGE HANDLING SYSTEM DETAILS 06/26/06 B503 BAGGAGE HANDLING SYSTEM DETAILS 06/26/06 B504 BAGGAGE HANDLING SYSTEM DETAILS 06/26/06 ARCA403HITECT'S SPECIFICA TlONS Division - Bidding and Contract Documents Number SPECIFICA TlONS TABLE OF CONTENTS Section 00020 Division 1 - GENERAL REQUIREMENTS Number 00340 01100 01230 01250 01290 01310 01320 01330 01400 01420 01500 01570 01600 01700 01731 01732 01770 01781 01782 t):1.8:W 01lJ2fJ ENVIRONMENTAL ASSESSMENT INFORM A TlON SUMMARY AL TERNA TES CONTRACT MODIFICA TlON PROCEDURES PA YMENT PROCEEDURES PROJECT MANAGEMENT AND COORDINA TlON CONSTRUCTION PROGRESS DOCUMENTA TlON SUBMITTAL PROCEDURES QUALITY REQUIREMENTS REFERENCES TEMPORARY FACILITIES AND CONTROLS PRODUCT REQUIREMENTS EXECUTION REQUIREMENTS CUTTING AND PA TCHING SELECTIVE DEMOLITION CLOSEOUT PROCEDURES PROJECT RECORD DOCUMENTS OPERA TlON AND MAINTENANCE DA TA GE.^lER,1L CO.A~f"AJSS.'O.\''<.\l.G REOl).'REP.fEA'TS ~.A.1O.\'STRATIO.^.' AND TR,1r/r'\.~~A/G Division 2- Site Construction 02050 SITE DEMOLITION AND DISPOSAL 02220 EXCA VA TlON, BACKFILL, FILL AND GRADING FOR STRUCTURES 02230 CLEARING AND GRUBBING Date 06/26/06 Date 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 02240 02370 02425 02510 02530 02630 02631 02632 DEWA TERING EROSION AND SEDIMENTA TlON CONTROL JACKING WA TER MAIN (P - 702) SANITARY SEWER SYSTEM (P -704) PIPES FOR STORM DRAINAGE AND CUL VERTS (0 - 701) STORM WA TER TREA TMENT UNTIS MANHOLES CA TCH BASINS, INLETS AND INSPECTION HOLES (d - 751) BASE COURSE BITUMINOUS CONCRETE PA VEMENT CEMENT CONCRETE PA VEMENT PAINTED TRAFFIC LINES AND MARKINGS CURB AND GUTTERS CONCRETE SIDEWALK FENCES AND GA TES TRAFFIC SIGNS AND SIGNALS MILLING OF EXISTING ASPHAL T PA VEMENT 02710 02740 02750 02760 02770 02775 02820 02890 02980 Divison 3 - Concrete 03010 03410 CONCRETE WORK PRECAST PRESTRESSED CONCRETE Division 4 - Masonry 04220 04810 04815 UNIT MASONRY UMTMASONRYASSEMBL~S GLASS UMT MASONRY ASSEMBLIES Division 5 - Metals 05120 05210 05300 05320 05370 05400 05500 05511 05521 05721 05811 STRUCTURAL STEEL STEEL JOISTS METAL ROOF DECK COMPOSITE FLOOR DECK METAL DECK WALL SHEATHING COLD-FORMED METAL FRAMING METAL FABRICATIONS METAL STAIRS PIPE AND TUBE RAILINGS ORNAMENTAL RAILINGS EXTERIOR EXPANSION JOINT SYSTEMS Division 6 -- Wood and Plastics 06105 MISCELLANEOUS CARPENTRY 06402 INTERIOR ARCHITECTURAL WOODWORK 06415 STONE COUNTERTOPS 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 Division 7 - Thermal and Moisture Protection 07180 TRAFFIC COATINGS 07210 BUILDING INSULATION 07411 METAL ROOF PANELS 07415 COMPOSITE WALL PANELS 07552 SBS-MODIFIED BITUMINOUS MEMBRANE ROOFING 07620 SHEET METAL FLASHING AND TRIM 07710 MANUFACTURED ROOF SPECIAL TIES 07716 ROOF EXPANSION ASSEMBLIES 07841 THROUGH-PENETRA TlON FIRES TOP SYSTEMS 07920 JOINT SEALANTS Division 8 - Doors and Windows 08110 STEEL DOORS AND FRAME 08311 ACCESS DOORS AND FRAMES 08331 OVERHEAD COILING DOORS 08332 HORIZONTAL SLIDING HURRICANE SHUTTERS 08356 SECURITY GA TES 08411 ALUMINUM-FRAME ENTRANCES AND STOREFRONTS 08450 ALL-GLASS ENTRANCES AND STOREFRONTS 08460 AUTOMA TIC ENTRANCE DOORS 08520 ALUMINUM WINDOWS 08710 DOOR HARDWARE 08790 DOOR SCHEDULE 08791 HARDWARE SCHEDULE 08800 GLAZING 08816 DECORA TlVE GLASS 08911 GLAZED ALUMINUM CURTAIN WALLS Division 9 - Finishes 09963 HIGH - PERFORMANCE COA TlNGS FOR EXTERIOR CONCRETE ROOM FINISH SCHEDULE NON-LOAD-BEARING STEEL FRAMING PORTLAND CEMENT PLASTER GYPSUM BOARD GYPSUM BOARD SHAFT-WALL ASSEMBLIES CERAMIC TILE RESINOUS MA TRIX TERRAZZO FLOORING ACOUSTICAL PANEL CEILINGS ACOUSTICAL METAL PAN CEILINGS SPECIAL TY CEILINGS RESILIENT FLOOR TILE RESILIENT SHEET FLOORING RESILIENT WALL BASE AND ACCESSORIES CARPET EXTERIOR PAINTING 09060 09111 09220 09250 09265 09310 09402 09511 09514 09545 09651 09652 09653 09680 09911 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 09912 09940 09960 09981 INTERIOR PAINTING DECORA TIVE FINISHES HIGH PERFORMANCE COA TlNGS CEMENTlTlOUS COA TINGS Division 10 - Specialties 10155 10350 10522 10523 10801 TO~ETCOMPARTMENTS FLAGPOLES FIRE EXTINGUISHER CABINETS FIRE EXTINGUISHERS TOILET AND BA TH ACCESSORIES Division 11 - Equipment 11150 PARKING CONTROL EQUIPMENT Division 12 - Furnishings (Not Used) Division 13 - Special Construction 13129 PREFABRICATED CONTROL BOOTHS 13286 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBS AND MERCURY Division 14 - Conveying Systems 14240 HYDRAULIC ELEVATORS 14310 ESCALATORS 14540 BAGGAGE HANDLING SYSTEMS (BHS) 14550 MATERIAL LIFT Division 15 - Mechanical 15010 15140 15170 15190 15245 15260 15280 15290 15330 15365 15410 15430 15440 15450 15510 BASIC MECHANICAL REQUIREMENTS SUPPORTS AND ANCHORS MOTORS MECHANICAL IDENTlFIC A TION VIBRA TlON ISOLA TlON PIPING INSULATION EQUIPMENT INSULA TlON DUCTWORK INSULA TlON AUTOMA TIC SPRINKLER AND STANDPIPE SYSTEM FIRE PUMPS - DIESEL DRIVEN PLUMBING PIPING PLUMBING SPECIALITIES PLUMBING FIXTURES PLUMBING EQUIPMENT HYDRONlC PIPING 06/26/06 06/26/06 08/04/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 15515 15530 15535 15540 15545 15738 15850 15857 15860 15875 15890 15910 15930 15940 15951 15980 15990 HYDRONIC SPECIALITIES PACKAGED AIR-COOLED CHILLERS REFRIGERANT PIPING AND SPECIALITIES HVAC PUMPS CHEMICAL WATER TREATMENT SPLIT SYSTEM AIR-CONDITIONING UNITS VARIABLE FREQUENCY DRIVES FAN-COIL UNITS FANS WALL LOUVERS DUCTWORK DUCTWORK ACCESSORIES AIR TERMINAL UNITS AIR OUTLETS AND INLETS DIRECT DIGITAL CONTROL FOR HVAC INSTRUMENT A TlON TESTING, ADJUSTING, AND BALANCING Division 16 - Electrical 16010 16020 16060 16075 16123 16130 16135 16140 16142 16145 16160 16190 16231 16290 16410 BASIC ELECTRICAL REQUIREMENTS INSTALLA TlON OF UNDERGROUND ELECTRICAL DUCT BANKS, CONDUIT, MANHOLES, AND HANDHOLES GROUNDING AND BONDING ELECTRICAL IDENTIFICATION 600 VOL T OR LESS CABLE RACEWAYS OUTLET BOXES AND FITTINGS WIRING DEVICES ELECTRICAL CONNECTIONS FOR EQUIPMENT LIGHTING CONTROL DEVICES CABINETS AND ENCLOSURES SUPPORTING DEVICES GENERA TOR SET POWER MONITORING AND CONTROL ENCLOSED DISCONNECT SWITCHES AND CIRCUIT BREAKERS ELEVA TOR SHUNT- TRIP FUSED DISCONNECT SWITCHES EXTERNALL Y MOUNTED TRANSIENT VOL TAGE SUPPRESSOR AUTOMA TIC TRANSFER SWITCH UTILITY SERVICE ENTRANCE SWITCHBOARDS PANELBOARDS ENCLOSED MOTOR CONTROLLERS DRY- TYPE TRANSFORMERS CONTACTORS FUSES LAMPS INTERIOR LIGHTING 16411 16415 16416 16421 16441 16442 16444 16461 16485 16491 16501 16511 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 06/26/06 02124/06 02124/06 02/24/06 02124/06 02/24/06 02124/06 02124/06 02124/06 02/24/06 02124/06 02124/06 02124/06 02124/06 02124/06 02124/06 02124/06 02/24/06 02/24/06 02124/06 02/24/06 02124/06 02124/06 02124/06 02124/06 02/24/06 02124/06 02/24/06 16521 16601 16721 16740 16741 16780 16781 EXTERIOR LIGHTING LIGHTNING PROTECTION SYSTEM ADDRESSABLE FIRE ALARM SYSTEM VOICE PAGING SYSTEM PREMISE WIRING DISTRIBUTION SYSTEM (PWDS) CCTV/DVR SYSTEM MUL T/-USER FLIGHT INFORM A TlON DISPLA Y SYSTEM (MUFIDS) MASTER ANTENNA TELEVISION SYSTEM (MA TV) ACCESS CONTROL SYSTEM ACCEPTANCE TESTING 16850 16900 16950 02124/06 02124/06 02124/06 02124/06 02/24/06 02124/06 02/24/06 02/24/06 02124/06 02/24/06